HomeMy WebLinkAbout400 S Baldwin Ave - 2022 - TI H&MINTERIOR TENANT IMPROVEMENT / LIGHT REBUILDSTORE NO. US0120 (STANDARD STORE ) 2023
SANTA ANITA400 SOUTH BALDWIN AVE.,
CRU #: B-10 & F-24
ARCADIA, CALIFORNIA91007
KEY PLAN (N.T.S.)
LOCATION PLAN (N.T.S.)
TENANT
H&M HENNES & MAURITZ, LP
2029 CENTURY PARK EAST, SUITE 900NLOS ANGELES, CA 90067
CONTACT: RAMI ALHALABI
TITLE: CONSTRUCTION PROJECT MANAGERTEL: (416) 997-4308
EMAIL: rami.alhalabi@hm.com
LIST OF DRAWINGSDWG. #
REVISED & ISSUED
ISSUED
GENERAL CONTRACTOR
AXXYS CONSTRUCTION GROUP9680 SAINT-LAURENTMONTREAL, QCH3L 2M9TEL: (514) 388-8080, EXT. 240
CONTACT: LAURA GUGLIELMINOPROJECT MANAGERE-MAIL: LGUGLIELMINO@AXXYSCONSTRUCTION.COM
LANDLORD'S REPRESENTATIVE
2049 CENTURY PARK EAST 41ST FLOOR
CENTURY CITY, CALIFORNIA 90067
CONTACT: WAGNER BENITES
TEL: (310) 445-6839
E-MAIL: wagner.benites@urw.com
TITLE SHEET
ACCESSIBILITY DETAILS AND NOTES
SITE PLAN ACCESSIBILITY
2022 CGBSC
2022 CGBSC
2022 CGBSC
GENERAL NOTES AND RESPONSIBILITY SCHEDULE
LOWER LEVEL DEMOLITION PLAN
UPPER LEVEL DEMOLITION PLAN
LOWER LEVEL CEILING DEMOLITION PLAN
UPPER LEVEL CEILING DEMOLITION PLAN
DEMOLITION INTERIOR STOREFRONT ELEVATIONS
LOWER LEVEL EGRESS PLAN
UPPER LEVEL EGRESS PLAN
LOWER LEVEL CONSTRUCTION PLAN
LOWER LEVEL DIMENSION PLAN
UPPER LEVEL CONSTRUCTION PLAN
UPPER LEVEL DIMENSION PLAN
CONSTRUCTION PLAN GENERAL AND KEY NOTES
LOWER LEVEL REFLECTED CEILING PLAN
UPPER LEVEL REFLECTED CEILING PLAN
LOWER LEVEL FIXTURE PLAN
UPPER LEVEL FIXTURE PLAN
FIXTURE SCHEDULE
LOWER LEVEL FINISH PLAN
UPPER LEVEL FINISH PLAN
FINISH PLAN LEGEND, NOTES AND GRAPHIC DETAILS
NAVIGATION SIGN DETAILS
ENLARGED STOREFRONT PLANS
STOREFRONT ELEVATIONS
STOREFRONT PLAN DETAILS
STOREFRONT SECTION
STOREFRONT DETAILS
STOREFRONT SIGNAGE
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
PARTITION TYPES
PARTITION TYPE & BOX BEAM DETAILS
FIXTURE, CASHWRAP AND MISC. DETAILS
FLOORING, BASE & RSP DETAILS
CEILING DETAILS
FITTING ROOM AREA #1 ENLARGED PLAN AND ELEVATIONS
FITTING ROOM AREA #2 ENLARGED PLAN AND ELEVATIONS
ENLARGED BOH PLAN, NOTES AND SCHEDULES
BOH MILLWORK DETAILS AND ELEVATIONS
BOH MILLWORK DETAILS AND ELEVATIONS
TOILET ROOMS PLANS AND ELEVATIONS
DOOR SCHEDULE
DOOR DETAILS
EXISTING STAIR PLAN AND DETAILS
EXISTING ELEVATOR PHOTOS
SPECIFICATIONS
SPECIFICATIONS
SPECIFICATIONS
A-000
A-001
A-002
A-003
A-004
A-005
A-010
A-031
A-032
A-033
A-034
A-035
A-110
A-120
A-210
A-211
A-220
A-221
A-222
A-310
A-320
A-410
A-420
A-421
A-510
A-520
A-521
A-551
A-600
A-601
A-602
A-604
A-608
A-609
A-610
A-611
A-700
A-701
A-702
A-710
A-720
A-730
A-731
A-740
A-741
A-742
A-743
A-800
A-801
A-910
A-911
A-930
A-931
A-932
PROJECT DIRECTORY LIST OF DRAWINGS
DEFERRED SUBMITTALS
- SPRINKLER AND FIRE ALARM
- PROPOSED RACKING
- SIGNAGE UNDER SEPARATE PERMIT
NORTH
VENDOR LIST
NORTH
DESIGNER
K PAUL ARCHITECT INC.1420 CELEBRATION BLVD., UNIT 300CELEBRATION, FL 34747
CONTACT: STEPHANIE LEONARDTITLE: PROJECT MANAGERTEL: (289) 644-2531EMAIL: sleonard@kpaularchitect.com
THESE PLANS COMPLY WITH THE PROVISION OF TITLE III OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) PUBLIC LAW 101-336, FOR
HANDICAPPED ACCESSIBILITY FOR CUSTOMER AND EMPLOYEES.
ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS & CONSTRUCTIONCRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES
INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE GENERAL
CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE
GENERAL CONTRACTOR.
THESE PLANS ARE IN CONFORMANCE WITH THE FOLLOWING CODES:
2019 BUILDING CODES (BASED ON 2018 IBC)
BUILDING:
PLUMBING:
MECHANICAL:
ELECTRICAL:ACCESSIBILITY:
ENERGY CODE:
FIRE SAFETY CODE:
GREEN CODE:
AREA CALCULATIONS
CODE ANALYSIS
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA PLUMBING CODE (BASED ON 2018 UPC)
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ELECTRICAL CODE (BASED ON 2017 NEC)CA TITLE 24, 2010 ADA
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA FIRE CODE
2019 CALGREEN
USE GROUP/OCCUPANCY: M - MERCANTILE (SECTION 309)
CONSTRUCTION TYPE: TYPE II-B (SPRINKLERED, UNPROTECTED)
SPRINKLERED: YES
OCCUPANT LOAD (402.8.2):
LOWER LEVELOCCUPANT LOAD FACTOR:
UPPER LEVEL
OCCUPANT LOAD FACTOR:
TOTAL OCCUPANT LOAD (LOWER LEVEL + UPPER LEVEL):
OLF = GLA(0.00007) + 25
OLF = (9,584.4)(0.00007) + 25
OLF = 25.67 (CANNOT BE LESS THAN 30)
320 PEOPLE
OLF = GLA(0.00007) + 25
OLF = (10,751.7)(0.00007) + 25
OLF = 25.75 (CANNOT BE LESS THAN 30)
360 PEOPLE
680 PEOPLE
NUMBER OF EXITS PROPOSED:
(2) EXITS AT LOWER LEVEL (EXISTING)
PROVIDED:
228" (19'-0"), 44" WIDE MIN. PATH
NUMBER OF EXITS PROPOSED:
(3) EXITS AT UPPER LEVEL (EXISTING)
PROVIDED:290" (24'-2"), 44" WIDE MIN. PATH
44" MIN. (1018.3) (30" IF NOT REQUIRED TO BEACCESSIBLE)
PROPOSED/EXISTING:REQUIRED:
EXIT REQUIREMENTS: (1006):
LOWER LEVEL
NUMBER OF EXITS REQUIRED:
(2) EXITS FOR OCCUPANT LOAD OF 50-500
EXIT WIDTH REQ'D. FOR LOWER LEVEL (1005):
0.15" PER OCCUPANT x 320 OCCUPANTS = 48"
UPPER LEVEL
NUMBER OF EXITS REQUIRED:
(2) EXITS FOR OCCUPANT LOAD OF 50-500
EXIT WIDTH REQ'D. FOR UPPER LEVEL (1005):
.15" PER OCCUPANT X 360 OCCUPANTS = 54"
MIN. AISLE WIDTH REQ'D.:
MIN. PLUMBING FIXTURE REQUIREMENTS: (2019 PLUMBING CODE - TABLE 422.0)
PLUMBING FACILITIES WITHIN TENANT SPACE ARE COMBINED PUBLIC FACILITIES AND EMPLOYEE FACILITIES
MAX. NUMBER OF EMPLOYEES AT A TIME; 18 PEOPLE
FIXTURE:
WATER CLOSETS 2 2 FEMALE (EXISTING), 2 MALE (EXISTING)LAVATORIES 2 1 FEMALE (EXISTING), 1 MALE (EXISTING)DRINKING FOUNTAIN 1 1 (EXISTING)
SERVICE SINK 1 1 (EXISTING)
GROSS SQUARE FOOTAGE (LOWER LEVEL)
SALES AREA:
DISPLAY/OPEN WINDOW:
FITTING ROOMS AREA:CLICK + COLLECT:
VOID/UNOCCUPIED AREAS:
TOTAL:
8,507.1 SF175.3 SF
355.4 SF206.2 SF
340.4 SF9,584.4 SF
NET SQUARE FOOTAGE (LOWER LEVEL)
SALES AREA:
DISPLAY/OPEN WINDOWS AREAS:
FITTING ROOMS AREA :CLICK + COLLECT:
VOID/UNOCCUPIED AREAS
TOTAL:
FIRE RESISTANCE CONSTRUCTION/ FIREPROOFING SCHEDULE:
PRIMARY STRUCTURAL FRAME:EXISTINGINT. & EXT. LOAD BEARING WALLS: EXISTING
INT. & EXT. NON-LOAD BEARING WALLS: EXISTING
FLOOR/ CEILING: EXISTING
ROOF/CEILING: EXISTING
SHAFTS:EXISTING
TENANT SPACE/ MALL: EXISTING
TENANT SEPARTIONS: EXISTING (TO CEILING)SMOKE ZONE PARTITIONS: EXISTING OR GYP. BD. BULKHEADS
8,142.0 SF
161.5 SF
327.5 SF
185.2 SF
222.6 SF
9,038.8 SF
GROSS SQUARE FOOTAGE (UPPER LEVEL)
SALES AREA:
DISPLAY/OPEN WINDOW:
FITTING ROOMS AREA:BOH AREAS:
STOCK ROOM:
VOID/UNOCCUPIED AREAS:TOTAL:
6,382.8 SF
129.3 SF
500.7 SF
1,493.8 SF
1,786.4 SF
458.7 SF
10,751.7 SF
NET SQUARE FOOTAGE (UPPER LEVEL)
SALES AREA:
DISPLAY/OPEN WINDOWS AREAS:
FITTING ROOMS AREA:BOH AREAS:
STOCK ROOM:
VOID/UNOCCUPIED AREAS:
TOTAL:
6,210.9 SF
105.0 SF
467.4 SF
1,349.5 SF
1,552.7 SF
362.5 SF
10,048.0 SF
MEP ENGINEERING CONSULTANT
HALLBERG ENGINEERING, INC.1750 COMMERCE COURTWHITE BEAR LAKE, MN 555110
ELECTRICALCONTACT: BECKY KLINGHAGENTITLE: ELECTRICAL DESIGNEREMAIL: bklinghagen@hallbergengineering.com
MECHANICALCONTACT: THOMAS STOUTENBURGTITLE: SENIOR MECHANICAL ENGINEEREMAIL: tstoutenburg@hallbergengineering.com
H&M
STORE NO. US0120
SANTA ANITA
SPACE NO: B-10 & F-24400 SOUTH BALDWIN AVE.
ARCADIA, CA
91007
REVISED & ISSUED
ISSUED
LIST OF DRAWINGS
LIST OF DRAWINGSDWG. #
E-000
E-210A
E-210B
E-211A
E-211B
E-310A
E-310B
E-411A
E-411B
E-412A
E-412B
E-501
E-502
E-601
E-602
E-701
E-703
E-704
E-800
E-901
E-902
M-000
M-210A
M-210B
M-800
M-900
P-500
P-900
FP-210A
FP-210B
FP-900
ELECTRICAL LEGENDS, NOTES AND DETAILS
GENERAL LIGHTING PLAN - LOWER LEVEL
GENERAL LIGHTING PLAN - UPPER LEVEL
TRACK/SPECIALTY LIGHTING PLAN - LOWER LEVEL
TRACK/SPECIALTY LIGHTING PLAN - UPPER LEVEL
POWER PLAN - LOWER LEVEL
POWER PLAN - UPPER LEVEL
SECURITY PLAN - LOWER LEVEL
SECURITY PLAN - UPPER LEVEL
FIRE ALARM PLAN - LOWER LEVEL
FIRE ALARM PLAN - UPPER LEVEL
ENLARGED BOH POWER PLAN
ENLARGED BOH POWER PLAN
POWER RISER DIAGRAM
PANEL SCHEDULES
ELECTRICAL DETAILS
SECURITY DETAILS
BACK OF HOUSE ELEVATION
LIGHTING FIXTURE SCHEDULE
ELECTRICAL SPECIFICATIONS
ELECTRICAL CA TITLE 24 FORMS
MECHANICAL TITLE SHEET
HVAC PLAN LOWER LEVEL
HVAC PLAN UPPER LEVEL
HVAC SCHEDULE AND DETAILS
MECHANICAL SPECIFICATIONS
PLUMBING AND DETAILS
PLUMBING SPECIFICATIONS
FIRE PROTECTION PLAN LOWER LEVEL
FIRE PROTECTION PLAN UPPER LEVEL
FIRE PROTECTION SPECIFICATIONS
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STRUCTURAL ENGINEERING CONSULTANT
KPFF700 S FLOWER STREET, SUITE 2100LOS ANGELES, CA 90017
CONTACT: ANDY LUUTITLE: STRUCTURAL ENGINEEREMAIL: andy.luu@kpff.com
ARCHITECT
JAMES M. HAMILL560 DECKER DR., SUITE 170IRVING, TX 75062
CONTACT: JAMES HAMILLTITLE: ARCHITECTTEL: (962) 714-0420EMAIL: jhamill@prizmarchitects.com
H&M
STORE NO. US0120
SANTA ANITASPACE NO: B-10 (LOWER LEVEL)
400 SOUTH BALDWIN AVE.
ARCADIA, CA
91007
H&MSTORE NO. US0120
SANTA ANITA
SPACE NO: F-24 (UPPER LEVEL)
400 SOUTH BALDWIN AVE.ARCADIA, CA
91007
*
EXISTING STORE
- INTERIOR ALTERATION OF AN EXISTING H&M
- REMOVAL OF SOME INTERIOR NON-LOAD BEARING WALLS
- NEW INTERIOR WALL FINISHES
- NEW STOREFRONT FINISHES- NEW INTERIOR FIXTURE PACKAGE
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BMS SYSTEMTRANSFORMATICE WAVE (T-WAVE)
1012 CENTRAL AVE SOUTH
KENT, WA 98032TEL: (253) 867-2333
CONTACT: JERRY SCOTT
E-MAIL: H&M@TWAVETECH.COM
TECHNICAL@TWAVETECH.COM
IT SYSTEMH&M IT
CONTACT: MELISSA STEFAN
E-MAIL: MELISSA.STEFAN@HM.COM
S1.00
S2.00
SHEET INDEX, ABB. & GENERAL NOTES
DETAILS
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CGBC 301.3
- RENOVATION SHALL COMPLY WITH THE PROVISION OF CHAPTER 5 OF THE CGBC
LF
A-000
TITLE SHEET
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
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12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
1
1
INTERNATIONAL SYMBOL OF
ACCESSIBILITY
REQUIRED DIMENSION
RE
Q
U
I
R
E
D
D
I
M
E
N
S
I
O
N
NOTE:THE INTERNATIONAL SYMBOLOF ACCESSIBILITY SHALL COMPLY
WITH FIGURE 11B-703.7.2.1. THE
SYMBOL SHALL CONSIST OF A
WHITE FIGURE ON A BLUEBACKGROUND. THE COLOR BLUE
SHALL APPROXIMATE FS 15090 IN
FEDERAL STANDARD 595C. A
BORDER MAY BE PROVIDED INSIDEOR OUTSIDE OF THE MINIMUM
REQUIRED INTERNATIONAL SYMBOL
OF ACCESSIBILITY DIMENSION.
LEVER HANDLE
18
"
MI
N
.
18"
MIN.
LOCATION OF TACTILE SIGNS
AT DOORS (PLAN)
CENTERED ON
RAISED
CHARACTERS
9"
LOCATION OF TACTILE
SIGNS AT DOORS
(ELEVATION)
45
°
EQ EQ
58
"
M
I
N
-
6
0
"
M
A
X
(1
4
7
3
-
1
5
2
4
m
m
)
DOOR MOUNTED
GEOMETRIC SYMBOL
FOR RESTROOMS
18"
MIN
32" MIN
CLR 4" MAX.
(102mm)
17"-18"
(432-457)
5'-0"
56
"
M
I
N
(1
4
2
2
m
m
)
5'-0"
17"-18"
(432-457)
18"
MIN.
60"
M
I
N
CLR
(C) WHEELCHAIR ACCESSIBLE
TOILET COMPARTMENT WITH
END-OPENING DOOR
(B) WHEELCHAIR ACCESSIBLESINGLE OCCUPANCY TOILET ROOM
IN-SWING DOOR
FLUSH ACTIVATOR
ON OPEN SIDE
56
"
M
I
N
.
WA
L
L
H
U
N
G
FLUSH
ACTIVATOR
ON OPEN SIDE
59
"
M
I
N
FL
O
O
R
M
O
U
N
T
E
D
32" MIN
CLR
17"-19"
(432-483)
(E) AMBULATORYACCESSIBLE TOILET
COMPARTMENT
5'
-
0
"
35"-37"
(889-940)
4'
-
8
"
5'-0"
18" MIN
(457mm)
17"-18"
(432-457)
18"
MIN
32" MIN.
CLR
60"
M
I
N
CLR
(A) WHEELCHAIR
ACCESSIBLESINGLE OCCUPANCY
TOILET ROOM
OUTSWING DOOR
FLUSH ACTIVATOR
ON OPEN SIDE
WHEELCHAIR
SPACE PROVIDEDBEYOND ARC OF
DOOR SWING
48
"
M
I
N
.
(1
2
1
9
m
m
)
48
"
M
I
N
(1
2
1
9
m
m
)
DOOR PERMITTED TO SWING OVER HATCHED
PORTION OF MANEUVERING SPACE
18"
MIN
2'-8"
CLR
4" MAX
(102mm)
17"-18"
(432-457)
5'-0"
56
"
M
I
N
WA
L
L
H
U
N
G
FLUSH
ACTIVATOR
ON OPEN SIDE
59
"
M
I
N
FL
O
O
R
M
O
U
N
T
E
D
48
"
M
I
N
.
(1
2
1
9
m
m
)
36
"
M
I
N
.
(9
1
4
m
m
)
17"-18"
(432-457)
5'-0"
56
"
M
I
N
.
WA
L
L
H
U
N
G
FLUSH
ACTIVATOR
ON OPEN
SIDE
59
"
M
I
N
FL
O
O
R
M
O
U
N
T
E
D
60
"
M
I
N
(1
5
2
4
m
m
)
36
"
M
I
N
(9
1
4
m
m
)
4"
M
A
X
(1
0
2
m
m
)
2'
-
8
"
CL
R
MANEUVERING
SPACE
17"-18"
(432-457)
5'-0"
56
"
M
I
N
WA
L
L
H
U
N
G
FLUSH
ACTIVATOR
ON OPEN
SIDE
59
"
M
I
N
FL
O
O
R
M
O
U
N
T
E
D
60
"
M
I
N
(1
5
2
4
m
m
)
4"
M
A
X
(1
0
2
m
m
)
32
"
M
I
N
CL
R
54
"
M
I
N
(1
3
7
2
m
m
)
MANEUVERING
SPACE
48
"
M
I
N
(1
2
1
9
m
m
)
(D) WHEELCHAIR ACCESSIBLE
TOILET COMPARTMENT WITH
SIDE-OPENING DOOR
WHEN DOOR
SWINGS IN
WHEN DOOR
SWINGS IN
MANEUVERING
SPACE
MANEUVERING
SPACE
18" MIN
(457mm)
X
>
2
7
"
X
>
6
8
5
X
≥
8
0
"
X
≥
2
0
3
0
4" MAX
(102mm)
NOTE: OBJECTS WITHLEADING EDGES MORE
THAN 27" UP TO 80" AFF
SHALL NOT PROTRUDE
MORE THAN 4"HORIZONTALLY INTO THE
CIRCULATION PATH
LATCH APPROACH:
PUSH SIDE
LATCH APPROACH: PULL SIDE
60
"
M
I
N
(1
5
2
4
m
m
)
24"MIN
(610mm)
44
"
*
M
I
N
(1
1
1
8
m
m
)
24"MIN
(610mm)
*48" MIN IF BOTH LATCHAND CLOSER ARE PROVIDED
60
"
M
I
N
(1
5
2
4
m
m
)
DOOR
WIDTH
DOOR
WIDTH
48"MIN
(1219mm)
60
"
M
I
N
(1
5
2
4
m
m
)
DOOR
WIDTH
48"MIN
(1219mm)
60
"
M
I
N
(1
5
2
4
)
60"MIN
(1524mm)
18"MIN
(457mm)
60
"
M
I
N
(1
5
2
4
m
m
)
X>
8
"
RECESSED DOOR
FRONT APPROACH: PULL SIDE
RECESSED DOOR
FRONT APPROACH: PUSH SIDE
RECESSED DOOR
FRONT APPROACH: PUSH SIDE
WITH LATCH AND CLOSER
48
"
M
I
N
(1
2
1
9
m
m
)
X>
8
"
NO EXTENSION BEYOND
LATCH REQUIRED IF
CLOSER IS NOT PROVIDED
12"MIN
(305mm)X>
8
"
48
"
(1
2
1
9
m
m
)
12" EXTENSION BEYOND
LATCH REQUIRED IF
LATCH AND CLOSER ARE
PROVIDED
HINGE APPROACH:
PUSH SIDE
HINGE APPROACH: PULL SIDE
60
"
M
I
N
(1
5
2
4
m
m
)
36"MIN
(914mm)
22"MIN
(559mm)44
"
*
M
I
N
(1
1
1
8
m
m
)
*48" MIN IF BOTH LATCHAND CLOSER ARE PROVIDED
FRONT APPROACH ATDOORWAYS < 36" CLEAR
WITHOUT DOORS
SIDE APPROACH AT
DOORWAYS < 36" CLEARWITHOUT DOORS
48
"
M
I
N
(1
2
1
9
m
m
)
42
"
M
I
N
(1
0
6
7
m
m
)
24
"
M
A
X
(6
1
0
m
m
)
42
"
M
I
N
(1
0
6
7
m
m
)
24"MIN
(610mm)
42
"
(1
0
6
7
m
m
)
22" MIN.
(559mm)
48
"
M
I
N
(1
2
1
9
m
m
)
STOP OR LATCH APPROACH
SLIDING AND FOLDING DOORS
POCKET OR HINGE APPROACHSLIDING AND FOLDING DOORS
FRONT APPROACHSLIDING AND FOLDING
DOORSDOORS IN A SERIES
32"MIN
(813 mm)
FRONT APPROACH: PULL SIDE
FRONT APPROACH: PUSH SIDE
WITH LATCH AND CLOSER
48
"
M
I
N
(1
2
1
9
m
m
)
12"
(205mm)
FRONT APPROACH: PUSH SIDE
NO CLOSER
48
"
(1
2
1
9
m
m
)
60
"
M
I
N
(1
5
2
4
m
m
)
18"MIN
(457mm)
ADD 6" (152 MM) AT
EXTERIOR SIDE OF
EXTERIOR DOORS
ADD 6" (152 MM) AT
EXTERIOR SIDE OF
EXTERIOR DOORS
24
"
M
A
X
(6
1
0
m
m
)
32"MIN
(813 mm)
CLEAR WIDTH OF AN
ACCESSIBLE ROUTE
T-SHAPED
SPACE FOR
180° TURN
90° TURN
180° TURN
180° TURN
(EXCEPTION)
NOTE: 32" CLEARANCE
MINIMUM IS ALLOWEDON THE ACCESSIBLE
ROUTE AT DOORWAYS
36
"
M
I
N
(9
1
5
m
m
)
12"MIN
(305mm)
36"MIN
(915mm)
12"MIN
(305mm)
60
"
M
I
N
(1
5
2
5
m
m
)
60
"
M
I
N
(1
5
2
5
m
m
)
48
"
M
I
N
(1
2
2
0
m
m
)
36
"
M
I
N
(9
1
5
m
m
)
36"MIN
(915mm)
48"MIN
(1220mm)
36"MIN
(915mm)
42"MIN
(1065mm)
X < 48"
(1220mm)
42"MIN
(1065mm)
36"MIN
(915mm)
X < 48"
(1220mm)
36"MIN
(915mm)
48" MIN
(1220mm)
24"MAX
(610mm)
32
"
(8
1
5
m
m
)
36
"
(9
1
5
m
m
)
32
"
(8
1
5
m
m
)
36
"
(9
1
5
m
m
)
24"MAX
(610mm)
FORWARD APPROACH FORWARD APPROACH
PARALLEL APPROACH MANEUVERING CLEARANCE IN AN ALCOVE
30"MIN
(760mm)
48
"
M
I
N
(1
2
2
0
m
m
)
48
"
M
I
N
(1
2
2
0
m
m
)
X
>
2
4
"
X
>
6
1
0
30
"
M
I
N
(7
6
0
m
m
)
48"MIN
(1220mm)
30
"
M
I
N
(7
6
0
m
m
)
60"MIN
(1525mm)
X
>
1
5
"
(X
>
3
8
0
m
m
)
17"MIN
(430mm)
25"MAX
(635mm)
30
"
M
I
N
(7
6
0
m
m
)
TOE CLEARANCE: PLAN
KNEE CLEARANCE: PLAN
30
"
M
I
N
(7
6
0
m
m
)
25"MAX
(635mm)TOE/KNEE CLEARANCE
ELEVATION
6"MIN
(150mm)
11"MIN
(280mm)
9"
M
I
N
(2
3
0
m
m
)
27
"
M
I
N
(6
8
5
m
m
)
8"MIN
(205mm)
36"MIN
(915mm)
1/
2
"
M
A
X
(1
2
.
7
m
m
)
1/
4
"
M
A
X
(6
.
4
m
m
)
1/
4
"
M
A
X
(6
.
4
m
m
)
12
1/
4
"
M
A
X
(6
.
4
m
m
)
VERTICAL CHANGES IN LEVEL(INCLUDING GRATES AND MATS)BEVELED CHANGES IN LEVEL(INCLUDING GRATES AND MATS)
1/
4
"
M
A
X
(6
.
4
m
m
)
BE
L
O
W
TH
R
E
S
H
O
L
D
MA
T
1/
2
"
M
A
X
(1
2
.
7
m
m
)
1/
4
"
M
A
X
(6
.
4
m
m
)
NOTE: CARPET OR CARPET TILE SHALL BE SECURELYATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR
BACKING OR NO CUSHION OR PAD. CARPET OR CARPET
TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL
CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILEHEIGHT SHALL BE ½ INCH (13 MM) MAXIMUM.
EXPOSED EDGES OFCARPET SHALL BE
FASTENED TO FLOOR
SURFACES AND SHALL
HAVE TRIM ON THEENTIRE LENGTH OF THE
EXPOSED EDGE. CARPET
EDGE TRIM SHALL
COMPLY WITH 303
1 2
1/
2
"
M
A
X
(1
2
.
7
m
m
)
1/
4
"
M
A
X
(6
.
4
m
m
)
1/
4
"
M
A
X
(6
.
4
m
m
)
33
"
-
3
6
"
84
0
-
9
1
5
15
"
M
I
N
44
"
M
A
X
12"MIN
(305mm)
24"MIN
(610mm)
TP DISPENSER
12"MAX
(305mm)
42"MIN
(1067mm)
17
"
M
I
N
19
"
M
A
X
19
"
M
I
N
TO
O
U
T
L
E
T
TP DISPENSER
17
"
M
A
X
TO
R
I
M
44
"
M
A
X
PROVIDE 48"X30" CLEAR
FLOOR SPACE AT
URINAL PER SECTION
11B-305 2019 CBC
ACCESSIBLE URINALONE MIN WHERE
LOCATED
MIRROR OVERSINK SOAPDISPENSER
18"
(457mm)
27
"
M
I
N
34
"
M
A
X
40
"
M
A
X
B
O
T
T
O
M
O
F
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
48
"
M
A
X
T
O
OP
E
R
A
T
I
N
G
P
O
I
N
T
NOTE: THE REQUIREMENT FOR
KNEE AND TOE CLEARANCES
SHALL NOT APPLY TO MORE
THAN ONE BOWL OF A
MULTIBOWL SINK
8"
MIN
9"MI
N
TOE AND KNEECLEARANCE
INSULATE EXPOSED
HOT WATER AND DRAINPIPES, TYP
PROVIDE ACCESSIBLE CONTROLS
AND 48"X30" CLEAR FLOOR
SPACE AT SINK PER SECTION305 ICC/ANSI A117.1
4'
-
0
"
SE
N
S
O
R
O
R
C
O
N
T
R
O
L
S
WATERFEATURE
33
"
-
3
6
"
(8
4
0
-
9
1
5
)
6"MAX
(152mm)
36"MIN
(914mm)
6"11"
MIN
19
"
M
I
N
TO
O
P
E
N
I
N
G
40
"
M
A
X
TO
O
P
E
R
A
B
L
E
P
O
I
N
T
NAPKIN
DISPOSAL
SEAT COVER
DISPENSER AT
BACK WALL
SEAT COVER
DISPENSER AT
SIDE WALL
HAND DRYER
(REACH DEPTH < 5")
LIGHTING, ENVIRONMENTAL
& APPLIANCE CONTROLS,
AND FIRE ALARM PULL
STATIONS
FIRE
EXTINGUISHER
FIRE
EXTINGUISHER
CABINET
HOOK SHELFELECTRICAL OUTLET
AND COMMUNICATION
SYSTEM OUTLETS
48
"
M
A
X
F
O
R
FR
O
N
T
A
P
P
R
O
A
C
H
48
"
M
A
X
C
E
N
T
E
R
O
F
F
I
R
E
EX
T
I
N
G
U
I
S
H
E
R
H
A
N
D
L
E
48
"
M
A
X
T/
O
H
O
O
K
48
"
M
A
X
T/
O
S
H
E
L
F
L
E
S
S
T
H
A
N
1
0
"
D
48
"
M
A
X
(4
6
"
A
T
C
O
U
N
T
E
R
S
)
15
"
M
I
N
3'
-
4
"
TO
O
P
E
R
A
B
L
E
P
A
R
T
S
19
"
M
I
N
TO
O
U
T
L
E
T
TOILET PAPER
DISPENSER AT
SIDE WALL
ADA
BABY CHANGING
STATION
19
"
M
I
N
TO
O
U
T
L
E
T
54"MIN
(1372mm)
7"-9"
(178-229)
24" MIN
(610mm)
33
"
M
A
X
T
O
T
O
P
O
F
F
CH
A
N
G
I
N
G
S
U
R
F
A
C
E
44
"
M
A
X
TO
O
P
E
R
A
B
L
E
P
A
R
T
36
"
M
A
X
(9
1
5
m
m
)
38
"
M
I
N
-
4
3
"
M
A
X
(9
6
5
m
m
-
1
0
9
0
m
m
)
27
"
M
I
N
(6
8
5
m
m
)
6" MAX
(150mm)
8" MIN
(205mm)
5" MAX
(125mm)
15" MIN
(380mm)
9"
M
I
N
(2
3
0
m
m
)
18" MIN - 24" MAX
(457 - 610mm)
48" MIN
(1220mm)
30
"
M
I
N
(7
6
0
m
m
)
18" MIN - 19" MAX
(457 - 483mm)
EQ
EQ
HI
LO
SPOUT HEIGHT AND KNEE
CLEARANCE - LO
SPOUT HEIGHT - HI
CLEAR FLOOR SPACE ATALCOVE
NOTE: EQUIPMENT
PERMITTED IN SHADED AREA
11" MIN
(280mm)
32
"
M
I
N
(8
1
3
m
m
)
1-1/4" TO 2"
DIA. NOMINAL
1 1/2"
MIN
FACE OF WALL OR
PROJECTED SURFACE
1.
2.
NOTE:
GRAB BARS AND ANY WALL OR
OTHER SURFACE, SHALL BE FREE
OF SHARP OR ABRASIVE
ELEMENTS AND SHALL HAVE
ROUNDED EDGES.
GRAB BARS SHALL NOT ROTATE
WITHIN THEIR FITTINGS.
33
"
-
3
6
"
34
"
M
A
X
(2
0
1
9
C
B
C
)
CASH DESK PLAN
CASH DESK ELEVATIONLENGTH VARIES
PER SHOPS
36" MIN (915mm)
LENGTH VARIES
PER SHOPS
36" MIN (915mm)
30
"
M
I
N
(7
6
0
m
m
)
48"MIN
(1220mm)
LENGTH VARIES
PER SHOPS
LENGTH VARIES
PER SHOPS
CLEAR FLOOR SPACE FOR
PARALLEL APPROACH
27
1
/
4
"
(6
9
2
m
m
)
EQ EQ
ACCESSIBLE
RESTROOM
(SINGLE OCCUPANT)
WOMEN'S ACCESSIBLE
RESTROOM(MULTIPLE OCCUPANT)
MEN'S ACCESSIBLE
RESTROOM(MULTIPLE OCCUPANT)
ALL GENDER
RESTROOM(SINGLE OCCUPANT)
ALL GENDER
ACCESSIBLE RESTROOM(SINGLE OCCUPANT)
48
"
M
I
N
B
/
O
T
A
C
T
I
L
E
C
H
A
R
A
C
T
E
R
S
(1
2
2
0
m
m
)
60
"
M
A
X
B
/
O
T
O
P
L
I
N
E
O
F
T
E
X
T
(1
5
2
5
m
m
)
MINIMUM 6"x6"NON-GLARE FIELD
5/8"H UPPERCASETYPE RAISED 1/32"
MINIMUM ABOVE
CONTRASTING FIELD
GRADE 2 BRAILLE,
TYPICAL
63
"
A
F
F
T
/
O
S
I
G
N
(1
6
0
0
m
m
)
ACCESSIBLERESTROOM
6"
6"
ALL GENDERRESTROOM ALL GENDERRESTROOM WOMEN MEN FITTINGROOM
ACCESSIBLE
FITTING ROOM
ROUTEEXITEXIT
60
"
A
F
F
T
/
O
S
I
G
N
(1
5
2
5
m
m
)
48
"
M
I
N
B
/
O
T
A
C
T
I
L
E
C
H
A
R
A
C
T
E
R
S
(1
2
2
0
m
m
)
5/8"H UPPERCASE TYPE
RAISED 1/32" MINIMUM
ABOVE CONTRASTINGFIELD, SANS SHERIF
GRADE 2 BRAILLE,
TYPICAL
'EXIT' AND 'EXIT ROUTE'
TACTILE SIGNS
1.
2.
NOTE:
USE CONTRASTING CHARACTERS(WHITE CHARACTERS ON BLACK
BACKGROUND)
NON-GLARE FINISH: THE GLARE
FROM COVERINGS, THE FINISHOF CHARACTERS AND THEIR
BACKGROUND SHALL NOT
EXCEED 19 GLOSS UNITS (GU) AS
MEASURED ON A 60-DEGREEGLOSS METER.
1/
2
"
MI
N
DOOR MOUNTED GEOMETRIC
SYMBOLS FOR RESTROOMS
MEN'S TOILET AND
BATHING FACILITIES
WOMEN'S TOILET AND
BATHING FACILITIES
UNISEX TOILET AND
BATHING FACILITIES
1/4" THK 12" DIA
CIRCLE WITH 1/4" THK
EQUILATERALTRIANGLE
SUPERIMPOSED ON
AND GEOMETRICALLY
INSCRIBED WITHINCIRCLE. CIRCLE TO
CONTRAST WITH
DOOR, TRIANGLE TO
CONSTRAST WITHCIRCLE
1/4" THK 12"DIA CIRCLE,
CIRCLE TO
CONTRAST
WITH DOOR
EQUILATERALTRIANGLE 1/4" THK
WITH EDGES
12"LONG AND
VERTEX POINTINGUPWARD TRIANGLE
TO CONTRAST
WITH DOOR
1'
-
0
"
1/8" MIN- 1/4"
MAX RADIUSEDVERTICES
-1
/
2
"
MA
X
Ø1'-0"
Ø1'-0"
SWING DOOR
SLIDING DOOR
FOLDING DOOR
DOORWAYS WITHOUT DOORS
32" MIN
(815mm)
90°
32" MIN
(815mm)
32" MIN CLR
(815mm)
36" MIN
(915mm)
>2
4
"
>
6
1
0
IDENTIFICATION FOR ROOMS, EXIT ROUTES
FIRE ALARM, THERMOSTAT
OUTLETS
DOOR LEVERS
5'-0"
4'-0"
3'-3" UNO
1'-6"
ZONE OF REACH
(34"MIN. TO 48"MAX.)
44
"
M
A
X
(1
1
1
8
m
m
)
>20"-25" MAX
>508-635
20"MAX
(508mm)
48
"
M
A
X
(1
2
1
9
m
m
)
(A)(B)
OBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH
>10"-24" MAX
254-610
46
"
M
A
X
(1
1
6
8
m
m
)
34
"
M
A
X
(8
6
4
m
m
)
34
"
M
A
X
(8
6
4
m
m
)
48
"
M
A
X
(1
2
1
9
m
m
)
10"MAX
(254mm)OBSTRUCTED HIGH SIDE REACH
(A)(B)
15
"
M
I
N
(3
8
1
m
m
)
48
"
M
A
X
(1
2
1
9
m
m
)
UNOBSTRUCTED SIDE REACH
10"MAX
(254mm)
15
"
M
I
N
(3
8
1
m
m
)
48
"
M
A
X
(1
2
1
9
m
m
)
60"MIN
(1524mm)
36"MIN
(914mm)
12"MIN
(305mm)
12"MIN
(305mm)
36
"
M
I
N
(9
1
4
m
m
)
24
"
(6
1
0
m
m
)
60
"
M
I
N
T-SHAPED TURNING SPACE
CIRCULAR
TURNING SPACE
1.
2.
3.
NOTE:
CHANGES IN LEVEL, SLOPES EXCEEDING 1:48, AND DETECTABLE
WARNINGS SHALL NOT BE PERMITTED FOR FLOOR SURFACES OFA TURNING SPACE
TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND
TOE CLEARANCES.
UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TOSWING INTO THE TURNING SPACES.
60
"
M
I
N
(1
5
2
4
m
m
)
LF
A-001
ACCESSIBILITY DETAILS
AND NOTES
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
INTERNATIONAL SYMBOL OF ACCESSIBILITY 1
SCALE: 3/8" = 1'-0"
TACTILE SIGNAGE LOCATION AT DOORS 5
SCALE: 1/4" = 1'-0"
TOILET ROOM CLEARANCES 7
SCALE: 1/4" = 1'-0"
PROTRUDING OBJECTS 8
SCALE: 3/8" = 1'-0"
DOOR ACCESS CLEARANCES 4
SCALE: 1/4" = 1'-0"
WALKING SURFACE CLEAR WIDTH 9
SCALE: 1/4" = 1'-0"
ACCESSIBILITY NOTES (2010 ADA / 2019 CBC):
1.
2.
3.
4.
1.
2.
3.
ADA COMPLIANCE NOTE:
TENANT'S LEASED PREMISES SHALL COMPLY WITH TITLE III OF THE 2010 AMERICANS WITH
DISABILITIES ACT (ADA) AND CHAPTER 11B OF THE 2022 CALIFORNIA BUILDING CODE (CBC) AS
ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. COMPLIANCE WILL INCLUDE, BUT NOTBE LIMITED TO, THE DESIGN, CONSTRUCTION AND/OR ALTERATION OF THE LEASED PREMISES AS
REQUIRED BY THE CODE, SHOWN GRAPHICALLY ON THIS SHEET AND IN NOTES BELOW.
WHERE THESE CODES PROVIDE CONFLICTING REQUIREMENTS, GC TO CONFORM TO THE STRICTESTREQUIREMENT. GC IS RESPONSIBLE FOR ALL SITE VERIFICATIONS.
CONTROLS AND OPERABLE PARTS (2010 ADA/ 2022 CBC SECTION 11B- 309):
CONTROLS AND OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ALONG ACCESSIBLE ROUTES, ANDIN ACCESSIBLE ROOMS AND SPACES SHALL BE ACCESSIBLE AND SHALL COMPLY WITH SECTION
11B- 309 INCLUDING BUT NOT LIMITED TO HANDLES, PULLS, LATCHES, LOCKS, ELECTRICAL
SWITCHES, DISPENSERS, AND TRASH DISPOSAL UNITS.
A CLEAR FLOOR SPACE OF 30" x 48" FOR EITHER A FORWARD OR PARALLEL APPROACH SHALL
BE PROVIDED CENTERED ON THE CONTROLS.
THE HEIGHT OF THE OPERABLE PART SHALL BE WITHIN ONE OF MORE OF THE REACH RANGESSPECIFIED IN SECTION 11B- 308.
THE OPERABLE PART SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
PINCHING, GRASPING OR TWISTING. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTSSHALL BE 5 POUNDS (22.2N) MAXIMUM.
ACCESSIBLE ROUTES (2010 ADA / 2022 CBC SECTION 11B- 402):
ACCESSIBLE ROUTES SHALL BE A MINIMUM OF 36 INCHES (915mm) ON INTERIOR ROUTES AND48 INCHES (1220mm) ON EXTERIOR ROUTES AND BE FREE OF ALL OBJECTS THAT PROTRUDE
MORE THAN 4 INCHES (100mm) INTO THE ROUTE BETWEEN 27 INCHES (685mm) AFF AND 80
INCHES (2030mm) AFF, INCLUDING BUT NOT LIMITED TO FIRE EXTINGUISHER CABINETS,
MAILBOXES, WALL-MOUNTED TELEVISIONS, WALL-MOUNTED HOOKS, HANGBARS, CABINETS,AND SHELVES, DRINKING FOUNTAINS, ETC.
WHERE ACCESSIBLE SURFACES ARE REQUIRED TO BE LEVEL, INCLUDING BUT NOT LIMITED TO:
TURNING SPACES, MANEUVERING CLEARANCES AT DOORS, WHEELCHAIR SPACES AT OPERABLEELEMENTS, AND TOILET ROOMS, THE MAX SLOPE SHALL BE 1:48 (2%), OTHER ACCESSIBLE
ROUTE WALKING SURFACES SHALL NOT EXCEED A SLOPE OF 1:20 (5%), CROSS SLOPE NOT TO
EXCEED SLOPE OF 1:48 (2%), OR SHALL MEET THE REQUIREMENTS FOR RAMPS OR STAIRS.
CHANGES IN LEVEL SUCH AS AT TRANSITIONS BETWEEN FLOOR MATERIALS AND DOOR
THRESHOLDS SHALL NOT EXCEED 1/4" IN HEIGHT OR IF BEVELED 1/2" MAX WITH A SLOPE NOT
STEEPER THAN 1:2.
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DOORS AND HARDWARE (2010 ADA / 2022 CBC SECTION 11B- 404):
HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS
SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT
GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCHHARDWARE SHALL BE 34 INCHES (865mm) MINIMUM AND 44 INCHES (1220mm) MAXIMUM
ABOVE THE FLOOR. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
KEY OR SPECIAL KNOWLEDGE OF EFFORT.
ALL PUBLIC ENTRANCE AND EXIT DOORS TO THE BUILDING OR TENANT SPACE SHALL BE MADE
ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. IF A SERVICE OR LOADING ENTRANCE IS THE
ONLY ENTRANCE/EXIT TO THE SPACE THIS ENTRANCE/EXIT MUST BE ACCESSIBLE. ANY
ENTRANCE/EXIT NOT ACCESSIBLE BY PERSONS IN WHEELCHAIRS SHALL HAVE A SIGN CLEARLYINDICATING THE LOCATION OF THE ACCESSIBLE ENTRANCE/EXIT.
EVERY DOORWAY ON AN ACCESSIBLE ROUTE SHALL HAVE A CLEAR OPENING WIDTH 32 INCHES
(815mm) MINIMUM OR THE REQUIRED WIDTH PER BUILDING EGRESS CODE, WHICHEVER ISLARGER. CLEAR OPENING WIDTH OF DOORWAYS WILL SWINGING DOORS SHALL BE MEASURED
BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS
MORE THAN 24 INCHES (610mm) IN DEPTH AT DOORS AND DOORWAYS WITHOUT DOORS
SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915mm) MINIMUM. THERE SHALL BE NOPROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865mm) ABOVE THE
FLOOR. PROJECTION INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (365 mm) AND 80
INCHES (2030mm) ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES (100mm).
THE FORCE FOR PUSHING OR PULLING OPEN DOORS FOR OTHER THAN FIRE DOORS SHALL NOT
EXCEED 5 POUNDS (22N) FOR INTERIOR DOORS, WITH SUCH PULL OR PUSH EFFORT BEING
APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR
FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPENERS MAY BE UTILIZEDTO MEET THE ABOVE STANDARDS. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN
OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF
12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. FIRE DOORS SHALL HAVE THE
MINIMUM OPENING FORCE ALLOWABLE BY THE LOCAL AUTHORITY HAVING JURISDICTION,NOT TO EXCEED 15 POUNDS (66.7 N) PER 2022 CBC SECTION 11B-404.2.9.
THE BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH
UNINTERRUPTED SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR TOALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP
OR HAZARDOUS CONDITION. TEMPERED GLASS DOORS WITHOUT STILESSHALL NOT BE
REQUIRED TO MEET THE 10 INCH (255 MM) BOTTOM SMOOTH SURFACE HEIGHT
REQUIREMENT IF THEIR BOTTOM RAIL OR SHOES HAS A TOP LEADING EDGE TAPERED AT 60DEGREES MINIMUM FROM THE HORIZONTAL.
THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. THE LEVEL AREA
SHALL EXTEND FOR THE FULL REQUIRED MANEUVERING CLEARANCE AREA. THE REQUIREDLEVEL AREA EXTENT IS DEPENDENT ON APPROACH DIRECTION AND WHETHER OR NOT A LATCH
AND CLOSER IS PROVIDED, SEE MANEUVERING CLEARANCE DIAGRAMS.
1.
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AUDIBLE AND VISUAL ALARMS (NFPA-72 / 2010 ADA SECTION 702 / 2022 CBC SECTION 907)
AUDIBLE AND VISUAL ALARMS AND NOTIFICATION APPLIANCES THAT ARE PART OF A BUILDING FIRE
ALARM SYSTEM SHALL BE IN ACCORDANCE WITH NFPA-72, BE POWERED BY A COMMERCIAL LIGHT
AND POWER SOURCE, BE PERMANENTLY CONNECTED TO THE WIRING OF THE PREMISE'S ELECTRICSYSTEM, AND BE PERMANENTLY INSTALLED.
AUDIBLE ALARMS:
EMERGENCY ALARMS SHALL PRODUCE A SOUND THAT EXCEEDS THE AVERAGE AMBIENTSOUND LEVEL BY AT LEAST 15 DECIBELS OR EXCEEDS ANY MAXIMUM SOUND LEVEL WITH A
DURATION OF AT LEAST 60 SECONDS BY 5 DECIBELS, WHICHEVER IS LOUDER. SOUND LEVELS
FOR ALARM SIGNALS SHALL NOT EXCEED 110 DECIBELS AT THE MINIMUM HEARING DISTANCE
FROM THE AUDIBLE APPLIANCE.
VISUAL ALARMS:
VISUAL ALARMS SHALL BE FLASHING LIGHTS ARRANGED TO FLASH IN CONJUNCTION WITH THE
AUDIBLE EMERGENCY ALARMS. THE FLASHING FREQUENCY OF VISUAL ALARMS SHALL NOTEXCEED 2HZ NOR BE LESS THAN 1HZ.
AUXILIARY ALARMS:
SENSORY ALARMS PROVIDED FOR PERSONS WITH HEARING IMPAIRMENTS SHALL BECONNECTED TO THE BUILDING EMERGENCY SYSTEM OR THERE SHALL BE A STANDARD 110-
VOLT ELECTRICAL RECEPTACLE INTO WHICH AN ALARM UNIT CAN BE CONNECTED TO BE
ACTIVATED BY THE BUILDING ALARM SYSTEM. INSTRUCTIONS FOR USE OF THE AUXILIARY
ALARM SHALL BE PROVIDED.
SIGNS AND IDENTIFICATIONS (2010 ADA / 2022 CBC SECTION 11B- 703):
SIGNS THAT IDENTIFY PERMANENT ROOMS AND SPACES SHALL HAVE TACTILE, RAISED, AND
BRAILLE CHARACTERS AND PICTOGRAMS. THESE SIGNS SHALL BE MOUNTED 60" AFF TO THEBOTTOM OF THE TOP MOST LETTERS AND NOT LESS THAN 48" AFF TO THE BOTTOM OF THE
LOWEST LETTERS OR CHARACTERS. SIGN SHALL BE LOCATED ON THE LATCH SIDE OF THE DOOR,
APPROXIMATELY 9" FROM THE JAMB ON CENTER.
CHARACTERS, SYMBOLS, OR PICTOGRAPHS ON TACTILE SIGNS SHALL BE RAISED 1/32" (0.8mm)
MINIMUM. RAISED LETTERS AND NUMBERS SHALL BE SANS SERIF UPPERCASE CHARACTERS.
RAISED CHARACTERS OR SYMBOLS SHALL BE AT LEAST 5/8" (16mm) HIGH, BUT NO HIGHER
THAN A NOMINAL 2" (51mm),EXCEPT WHERE SEPARATE RAISED AND VISUAL CHARACTERSWITH THE SAME INFORMATION ARE PROVIDED, RAISED CHARACTER HEIGHT SHALL BE
PERMITTED TO BE 1/2 INCH (13mm) MINIMUM.
LETTERS AND NUMBERS ON SIGNS SHALL HAVEA CHARACTER HEIGHT MEASURED VERTICALLYFROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (16mm) MINIMUM AND 2 INCHES
(51mm) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I"WIDTH-TO-HEIGHT
RATIO BETWEEN 3:5 ANDCHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH
OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THEHEIGHT OF THE UPPERCASE LETTER "I".
1.
2.
3.
4.
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2.
3.
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4.
EMPLOYEE WORK AREAS (2010 ADA SECTION 203 / 2022 CBC SECTION 11B- 203):
AN EMPLOYEE WORK AREA IS ALL OR ANY PORTION OF A SPACE USED ONLY BY EMPLOYEES
AND ONLY FOR WORK.CORRIDORS, TOILET ROOMS, KITCHENETTES, AND BREAK ROOMS ARE
NOT EMPLOYEE WORK AREAS.
EMPLOYEE WORK AREAS SHALL BE DESIGNED AND CONSTRUCTED SO THAT INDIVIDUALS WITH
DISABILITIES CAN APPROACH, ENTER AND EXIT THE EMPLOYEE WORK AREA AND COMPLY WITH
ACCESSIBLE EGRESS REQUIREMENTS AT A MINIMUM. WHERE FEASIBLE THE EMPLOYEE WORKAREA SHALL BE CONSTRUCTED TO BE FULLY ACCESSIBLE INCLUDING NON-REQUIRE
WHEELCHAIR TURNING CIRCLES AND AISLE WIDTH.
COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL BE ACCESSIBLEROUTES WITH THE EXCEPTION OF COMMON USE CIRCULATION PATHS LOCATED WITHIN
EMPLOYEE WORK AREAS THAT ARE LESS THAN 1,000SF (93m2) IN SIZE AND DEFINED BY
PERMANENTLY INSTALLED PARTITIONS, COUNTERS, CASEWORK OR FURNISHINGS, WHICH
SHALL NOT BE REQUIRED TO BE ACCESSIBLE ROUTES, BUT SHALL COMPLY WITH MINIMUMEGRESS WIDTH OF NON-PUBLIC AISLES.
ACCESSIBLE EMPLOYEE WORK STATIONS AND WORK SURFACES SHALL BE ON ACCESSIBLE
ROUTES.
FITROOM (2010 ADA / 2022 CBC SECTION 11B- 803):
SEAT/BENCH SHALL BE 17"H x 24"D x 48"L AND FIXED TO THE WALL
CLEAR FLOOR SPACE SHALL BE PROVIDED ALONGSIDE THE BENCH TO ALLOW A PERSON USINGA WHEELCHAIR TO MAKE A PARALLEL TRANSFER ONTO THE SEAT
NOTE: WHERE DOOR SWINGS INTO FITROOM A TURNING SPACE COMPLYING WITH SECTION
11B-304.3 SHALL BE PROVIDED BEYOND THE ARC OF THE DOOR SWING.
KITCHENETTES (2010 ADA / 2022 CBC SECTION 11B- 804):
KITCHENETTE COUNTER HEIGHT: +/- 33 3/4" OR AS REQUIRED TO ENSURE HEIGHT OF SINK RIM
PROVIDED BY GC DOES NOT EXCEED 34" MAXIMUM.NOTE: AN ACCESSIBLE WORK SURFACE IS
NOT REQUIRED IN SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE.KITCHENETTE SINK (2010 ADA / 2022 CBC SECTION 11B- 606):
HEIGHT: THE FRONT OF SINKS SHALL 34 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO
THE HIGHER OF THE RIM OR COUNTER SURFACE.NOTE: A PARALLEL APPROACH COMPLYING
WITH 305 AND CENTERED ON THE SINK, SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACEWHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS
BUILT-IN STORAGE (CABINETS AND SHELVES):
AT LEAST 50% OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 11B- 811. ALL
DRAWER HEIGHTS TO COMPLY WITH REACH RANGES. CABINETS SHALL PROVIDE ADJUSTABILITYFOR SHELF HEIGHTS WITHIN BASE CABINETS TO ALLOW FOR SHELVING ABOVE 15"AFF
MINIMUM.
AT ALL KITCHENETTES PROVIDE A 40" MINIMUM CLEARANCE BETWEEN ALL OPPOSING BASE
CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN WORK AREAS.
CLEAR FLOOR SPACE 16
SCALE: 3/8" = 1'-0"
FLOOR TRANSITION HEIGHTS 11
SCALE: 3" = 1'-0"
MOUNTING HEIGHTS FOR PLUMBING FIXTURES, TOILET ACCESSORIES, AND MISCELLANEOUS FIXTURES 10
SCALE: 1/2" = 1'-0"
DRINKING FOUNTAIN 14
SCALE: 1/2" = 1'-0"
GRAB BAR DETAIL 12
SCALE: 6" = 1'-0"
ACCESSIBLE CASH DESK 13
SCALE: 3/8" = 1'-0"
TACTILE SIGNAGE 2
SCALE: 1 1/2" = 1'-0"
DOORWAYS 3
SCALE: 3/8" = 1'-0"
TURNING SPACES 6
SCALE: 1/4" = 1'-0"
REACH RANGES 15
SCALE: 3/8" = 1'-0"
NOT USEDNOT USED
NOT USED
NOT USED NOT USED
NOT USED
1 02.13.23 REVISED PER CITY COMMENTS
1
EXISTING
ACCESSIBLE
PARKING
EXISTING
ACCESSIBLE
PARKING
LEVEL 1
ENTRANCE
TO H&M
SPACE
ACCESSIBLE
PATH
ACCESSIBLE
PATH H&M
(B-10)
LF
A-002
SITE PLAN
ACCESSIBILITY
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
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STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
LF
A-003
2022 CGBSC
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
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STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
1 02.13.23 REVISED PER CITY COMMENTS
1
LF
A-004
2022 CGBSC
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
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STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
1 02.13.23 REVISED PER CITY COMMENTS
1
LF
A-005
2022 CGBSC
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
1 02.13.23 REVISED PER CITY COMMENTS
1
GENERAL CONDITIONS
SECTIONELEVATION SECTION DETAIL PLAN DETAIL
X
PARTITION TYPE
COLUMN TAG
FINISH TAG
X
ALL WORK IS TO CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCEMENT OF WORK.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS AND CERTIFICATES.
THE CONTRACTOR WILL BECOME FAMILIAR WITH EXISTING CONDITIONS AND SHALL VERIFY EXISTING FIELD CONDITIONS IN THE FIELDPRIOR TO COMMENCEMENT OF THE WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS
TO THE ARCHITECT.
FOR GENERAL CONDITIONS REFER TO AIA DOCUMENT A107 2007.
ALL WORK TO BE WARRANTED FOR A PERIOD NO LESS THAN ONE YEAR.
THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING
MANAGEMENT.
ALL ELECTRICIANS AND PLUMBERS INVOLVED IN THE WORK ARE TO BE LICENSED AND BONDED.
ELECTRICAL WORK SHALL BE FILED SEPARATELY BY THE ELECTRICAL SUBCONTRACTOR.
DEMOLITION IS TO BE PERFORMED IN AN ORDERLY MANNER, PER THE RESTRICTIONS, REGULATIONS, AND HOURS SET BY THE BUILDINGMANAGEMENT. DEBRIS IS TO BE DISCARDED OFF SITE IN A PROPER MANNER AND NOT BE ALLOWED TO ACCUMULATE IN THE WORK AREA.
DIMENSIONS GIVEN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE.
THE CONTRACTOR SHALL LAY OUT HIS OR HER OWN WORK, AND SHALL FURNISH ALL DIMENSIONS REQUIRED FOR OTHER TRADES
(PLUMBING, ELECTRICAL, ETC...)
G.C. TO CHECK WITH LANDLORD FOR TYPE OF CONNECTIONS & POINT ATTACHMENT TO EXISTING STRUCTURE AND SLAB PRIOR TOPERFORM WORK.
G.C. TO COORDINATE WITH ALL H & M VENDORS AND SUPERVISORS AT JOB SITE.
G.C. AND HIS FLOOR CONTRACTORS TO INSPECT FLOOR AT TIME OF H & M POSSESSION OF SPACE FROM LANDLORD & ADVISE H & M OF
ANY PROBLEMS OR DEFICIENCIES.
G.C. TO SCHEDULE H&M VENDOR DELIVERIES WITH H&M PROJECT MANAGER.
PROPOSED WORK TO COMPLY WITH APPLICABLE REQUIREMENTS OF LOCAL LAWS FOR HANDICAPPED ACCESS.
TOILET ROOMS TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF LOCAL LAWS FOR HANDICAPPED ACCESSIBILITY.
ACCESSIBLE ROUTES TO BE FURNISHED, PROVIDING A MINIMUM OF 32 INCHES OF WIDTH AT DOORWAYS.
EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS AS PER CODE REQUIREMENTS.
PROPOSED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF
H.C. ACCESSIBILITY OF LOCAL LAWS :
A. CLEAR FLOOR SPACE OF A MINIMUM OF 30 INCHES BY 48 INCHES SHALL BE FURNISHED FOR APPROACH TO ALL STORAGE FACILITIES.
B. STORAGE SPACES SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN H.C. APPLICABLE ACCESSIBILITY CODES.
CLOTHES RODS SHALLBE A MAXIMUM OF 54 INCHES OFF THE FLOOR.
C. HARDWARE FOR STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR
TWISTING OF THE WRIST.
GENERAL
ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVINGJURISDICTION.
STRUCTURAL
A. CONTRACTOR TO FURNISH ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED.
B. ALL DEMOLITION OPERATION, REPAIR OPERATIONS, AND ALTERATION OPERATIONS TO BE DONE IN ACCORDANCE WITH(APPLICABLE BUILDING CODE)
MEANS OF EGRESS
ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH ASBUILDING MATERIALS, TOOLS, ETC.
FIRE SAFETY
A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA, AND/ OR GENERAL CONTRACTOR.B. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION.C.ALL FLAMMABLE MATERIALS TO BE KEPT AWAY FROM HEAT.D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE.E. ALL ELECTRICAL POWER TO BE SHUT-OFF WHERE THERE ARE EXPOSED CONDUITS.F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS.G. CONTRACTOR, AT ALL TIMES, TO MAKE SURE THERE ARE NO LEAKS OF NATURAL GAS IN BUILDING, OR ANY FLAMMABLE GAS USED INCONSTRUCTION.
DUST CONTROL
A. DEBRIS, DIRT, AND DUST TO BE KEPT TO A MINIMUM, AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA.
B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREAS BY MEANS OF TEMPORARY PARTITIONS OR HEAVYWEIGHT DROP CLOTHES.
C.DEBRIS, DIRT, AND DUST TO BE CLEANED UP AND CLEARED FROM BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION.
NOISE AFTER HOURS
A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M., MONDAYS THROUGH FRIDAYS,EXCEPT LEGAL HOLIDAYS.
B. CONTRACTOR TO OBTAIN PERMITS AND THE WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORKING DURING OTHER THANREGULAR HOURS. COORDINATE WITH MALL MANAGEMENT/LANDLORD'S REPRESENTATIVE.
X
X
X REVISION TAG
X KEYNOTE TAG
ROOM NAME
RM #
AFF
FINISH
CEILING TAG
ELEVATION TAG
ROOM TAG
A.FIELD CONDITIONS
CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL AS ALL DIMENSIONS AND CONDITIONS INDICATED IN THE
DRAWINGS, PRIOR TO ACTUAL CONSTRUCTION. ANY VARIATION FROM CONDITIONS INDICATED IN THEDRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO
COMMENCING WORK.
B.COORDINATION OF WORKTHE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE WORKING DRAWINGS. CONTRACTOR
SHALL CAREFULLY EXAMINE ALL THE DRAWINGS AND BE RESPONSIBLE FOR THE PROPER INSTALLATION OF HIS
WORK AND PROPER CONSIDERATION FOR THE WORK OF OTHERS AND EXISTING BUILDING CONSTRUCTION. DONOT PLACE DUCTS, PIPING, CONDUIT OR ANY OBSTRUCTION SO AS TO IMPAIR REQUIRED CEILING HEIGHTS AND
CLEARANCE FOR LIGHTING FIXTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
EXISTING ADJACENT TENANT(S) AND BUILDING FACILITIES. CONTRACTOR TO COORDINATE WITH LANDLORD AND
OBTAIN AND FOLLOW BUILDING RULES AND REGULATIONS FOR CONSTRUCTION.
C.BUILDING CODES AND REGULATIONS
ALL WORK SHALL CONFORM TO ALL CODES AND REGULATIONS. CONTRACTOR SHALL FILE, PAY FOR, AND
OBTAIN ALL REQUIRED PERMITS TO PERFORM THE WORK. CONTRACTOR SHALL OBTAIN ALL REQUIREDAPPROVALS FROM GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. APPROVALS TO OCCUPY
THE SPACE BY LOCAL BUILDING OFFICIALS SHALL BE OBTAINED.
D.INSURANCE1. CONTRACTOR SHALL SECURE, PAY FOR, AND MAINTAIN DURING CONSTRUCTION FIXTURING WORK WITHIN
LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN THE AMOUNTS AS SET FORTH HEREIN.
CONTRACTOR SHALL NOT COMMENCE ANY WORK UNTIL ALL REQUIRED INSURANCE HAS BEEN OBTAINEDAND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND TENANT. LANDLORD
AND H & M, HENNES & MAURITZ, LP, 110 5TH AVENUE, NEW YORK, NY 10011 MUST BE NAMED AS
"ADDITIONAL INSURED". THIS WORDING NEEDS TO BE INCLUDED: THE FOLLOWING PARTIES AS ADDITIONAL
INSURED: ALL PARTIES INCLUDING H & M, HENNES & MAURITZ, LP, 110 5TH AVENUE, NEW YORK, NY 10011RESPECTED OFFICERS, AGENTS, EMPLOYEES AND AFFILIATES OF ALL OF THE AFOREMENTIONED PARTIES. AN
AFFILIATE SHALL BE DEFINED AS ANY CORPORATE ENTITY WHICH IS A PARENT OR SUBSIDIARY OF ANY OF THE
AFOREMENTIONED PARTIES, OR WHICH HAS THE SAME PARENT CORPORATION AS ANY OF THE
AFOREMENTIONED PARTIES. CERTIFICATES OF INSURANCE SHALL COVER ALL WORK PERFORMED BY G.C.AND EACH OF HIS SUBCONTRACTORS AND ALL MAJOR SUPPLIERS.
2. GENERAL CONTRACTOR'S AND SUBCONTRACTORS' REQUIRED MINIMUM COVERAGE AND LIMITS OF LIABILITY:
A. WORKMEN'S COMPENSATION INSURANCE - IN ACCORDANCE WITH THE GOVERNING LAWS WITH A LIMIT OF
NOT LESS THAN $1,000,000. AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACTS, ETC. AS WILL
PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY.
B. CONTRACTOR SHALL PAY FOR AND FURNISH TO TENANT AND LANDLORD, CERTIFICATES OF INSURANCE WHICHWILL PROTECT SAID CONTRACTOR FROM CLAIMS (i) UNDER WORKMAN'S COMPENSATION ACTS AND OTHER
EMPLOYEE BENEFIT ACTS, WITH LIMITS OF NOT LESS THAN $5,000,000.; (ii) FOR DAMAGES BECAUSE OF BODILY
INJURY, (INCLUDING DEATH) TO HIS EMPLOYEES AND ALL OTHERS, WITH THE LIMITS OF $5,000,000 PER PERSON
AND $5,000,000. PER OCCURRENCE; AND (iii) FOR DAMAGES TO PROPERTY WITH LIMITS OF $5,000,000. WHICH
ARISE OUT OF OR RESULT FROM THE CONTRACTOR'S WORK UNDER THIS CONTRACT WHETHER SUCH WORK
(INCLUDING OPERATION OF MOTOR VEHICLES) BE BY HIMSELF OR OTHERS DIRECTLY OR INDIRECTLY EMPLOYED BY
EITHER; AND BUILDERS RISK INSURANCE IN THE FULL AMOUNT OF THE CONTRACT SUM. EXCESS / UMBRELLA
LIABILITY $10,000,000 EACH OCCURRENCE AND $10,000,000 AGGREGATE.
C. CONTRACTOR SHALL ALSO FURNISH GENERAL LIABILITY INSURANCE AS FOLLOWS - $1,000,000 EACH
OCCURRENCE AND $2,000,000 GENERAL AGGREGATE.
3. INDEMNIFICATION - TO THE FULLEST EXTENT PERMITTED BY LAW, THE CONTRACTOR SHALL INDEMNIFY AND
HOLD HARMLESS THE LANDLORD, TENANT, AND THE ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROMAND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S
FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, FURNISHED THAT ANY SUCH
CLAIM, DAMAGE, LOSS, OR EXPENSE (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH,OR TO INJURY OR TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDINGTHE LOSS OF USE RESULTING THEREFROM, AND (2) IS CAUSED IN WHOLE OR IN PART BY A NEGLIGENT ACT
OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTORS, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED
BY ANY OF THEM MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTYINDEMNIFIED HEREUNDER.
E.LIEN WAIVERS AND SWORN AFFIDAVITS
CONTRACTOR SHALL FURNISH WITHIN 30 DAYS AFTER COMPLETION, FINAL WAIVERS OF LIEN FOR ALL WORKPERFORMED AS WELL AS ALL SUBCONTRACTORS AND MAJOR SUPPLIERS
F.CERTIFICATE OF OCCUPANCY
CONTRACTOR WILL FURNISH TENANT AND LANDLORD WITH A COPY OF THE CERTIFICATE OF OCCUPANCY.
G.QUALITY STANDARDS
ALL SUCH WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD AND
USEABLE CONDITION AT THE DATE OF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE ALL WORKPERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR
FROM THE DATE ALL CONSTRUCTION PUNCH LIST ITEMS HAVE BEEN COMPLETED AND ACCEPTANCE HAS BEEN
CONFIRMED IN WRITING BY THE TENANT REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THEREPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL CHARGE FOR ANY AND ALL WORK DONE OR FURNISHED
WHICH SHALL BECOME DEFECTIVE WITHIN THIS ONE (1) YEAR PERIOD. THE CORRECTION OF SUCH WORK SHALL
INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL,
REPLACEMENT, OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. ALLWARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK
SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH
GUARANTEES OR WARRANTEES SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT, AS THEIR
RESPECTIVE INTEREST APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER.
H.RUBBER WHEEL CARTS
CONTRACTOR'S CARTS, EQUIPMENT BOXES, ETC., MUST BE EQUIPPED WITH RUBBER WHEELS.
J.FIRE EXTINGUISHERS
EXISTING LOCATIONS TO BE MAINTAINED, IF IT ACCOMMODATES NEW LAYOUT WHERE APPLICABLE.
CONTRACTOR TO VERIFY REQUIRED NUMBER AND LOCATION OF ANY ADDITIONAL EXTINGUISHERS REQUIRED BYFIRE DEPARTMENT AND FURNISH AND INSTALL SAME. INSTALL AFTER FIXTURING.
K.RESPONSIBILITY FOR MATERIALS ON SITE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS SHIPPED TO THE JOB SITE INCLUDING MATERIALSFURNISHED BY OTHERS. COST OF ALL MISSING MATERIALS WILL BE DEDUCTED FROM THE CONTRACT PRICE AND
FINAL PAYMENT. CONTRACTOR TO CHECK ALL INVOICES AT TIME SHIPMENT IS RECEIVED AND NOTIFY TENANT
REPRESENTATIVE OF ANY DISCREPANCIES, DAMAGED OR MISSING ITEMS WITHIN 48 HOURS OF DELIVERY.
L.RUBBISH REMOVAL
CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL FROM THE PROJECT, ALL TRASH, RUBBISH AND
SURPLUS MATERIALS RESULTING FROM CONSTRUCTION, FIXTURING AND MERCHANDISING OF THE DEMISED
PREMISES. COORDINATE REMOVAL OF DEBRIS WITH SHOPPING CENTER MGMT.
GENERAL NOTES
CONSTRUCTION
LEASE LINE
FIRE RATED OR RETARDANT
DESIGN CONTROL LINE
CERAMIC TILE
MATERIAL
GYPSUM WALLBOARD
FINISH OR FINISHED
EACH
CONTRACTOR
CEILING
CEILING HEIGHT
BACK OF HOUSE
L.L.
MATL.
GYP. BD.
F.R.
FIN.
=
=
=
=
=
CONTR.
C.T.
D.C.L.
EA.
CONST.
C.H.
B.O.H.
CLG.
=
=
=
=
=
=
=
HOLLOW METALHM=
GENERAL CONTRACTORG.C.=
=
BOTTOM OFB.O.=
EXISTING(E)/EXIST./EX'G.=
AUTHORITY HAVING JURISDICTIONAHJ=
ACOUSTICAL CEILING TILE ACT =
RUBBER BASERB=
CENTER LINEC=L
EQUIPMENTEQUIP.=
HOURHR.=
MAXIMUMMAX.=
COLUMNCOL.=
ALUMINUMAL OR ALUM.=
MIN.MINIMUM=
LOCAL LAWS (HANDICAPPED ACCESS)
TENANT'S SAFETY PLAN
ABBREVIATIONS AND DEFINITIONS
SYMBOLS
DOOR TAG
DETAIL
NUMBER AREADETAILED
SHEET
LOCATOR
TEMPORARY UTILITIES
PRE-CONSTRUCTION
ARCHITECTURAL
POST CONSTRUCTION
NOTE 1 ELECTRICAL SERVICE AND CONNECTIONS BY GENERAL CONTRACTOR
NOTE 4 SEE DWGS. FOR ADDT'L. REQ'TS. FOR EX'G. DEMISING PARTITIONS TO BE COMPLETED BY GC. GC TO V.I.F. BEFORE BID
NOTE 2 GENERAL CONTRACTOR TO PURCHASE SCHEDULED FIXTURES FROM TENANTS VENDOR
NOTE 3 SEE ACCESSORY SCHEDULE ON DRAWINGS
NOTE 6 INCLUDING MODIFICATION OF ANY EXISTING HEAD LOCATIONS
NOTE 5 INSTALLATION TO INCLUDE, UNLOADING, UNPACKING, ASSEMBLY AS REQ'D. AND PLACEMENT
CLARIFICATION/ REMARKSTE
N
A
N
T
TE
N
.
V
E
N
D
O
R
TE
N
A
N
T
G
.
C
.
TE
N
A
N
T
LA
N
D
L
O
R
D
SEE DWGS. FOR NOTES
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5 & HARDWARE SCHEDULE
SEE NOTE 5, G.C. TO FURNISH BLK'G.
NOTE 7 INCLUDING BUT NOT LIMITED TO POS DATA, AND COMMUNICATIONS
SAW CUTTING, CORING, CHANNELING OF EXISTING CONCRETE
DEMOLITION WORK IN LEASED AREA
CONCRETE FLOOR SLAB
PREPARATION OF FLOOR SLAB (INCL. LEVELING & PATCHING AS REQ'D.)
CONTROL AND EXPANSION JOINTS IN CEILING, WALLS AND FLOORS
RATED DEMISING PARTITION GYPSUM BOARD
RATED DEMISING PARTITION STUDS
PARTITIONS WITHIN LEASED SPACE
METAL STRAPPING, BLOCKING AND LEDGERS
ACOUSTIC AND THERMAL INSULATION
WALL FINISHES INCLUDING BUT NOT LIMITED TO PAINT
RECESSED AND WALL MOUNTED STANDARDS, PANELS AND ASSOCIATED INSTALLATION COMPONENTS
BACK OF HOUSE MILLWORK AND ASSOCIATED SHOP DRAWINGS
BACK OF HOUSE COLORED CORNER GUARDS & WALL PROTECTION (RSP)
FITTING ROOM AREA(S)WALL BASE
BACK OF HOUSE RUBBER BASE
HOLLOW METAL DOORS, FRAMES, AND DOOR HARDWARE
FITTING ROOM DOORS, FRAMES, CURTAINS, CURTAIN RODS, AND HARDWARE
FITTING ROOM COMPARTMENT ACCESSORIES
BOH ACOUSTIC TILE CEILING SYSTEM
GYP BOARD CEILINGS, GYP BOARD SOFFITS, AND SUPPORT FRAMING & ACCESS DOORS/PANELS
MIRRORS IN FITTING ROOM COMPARTMENTS AS INDICATED
CASHWRAP & BACKWRAP
COUNTERS, CABINETS, SHELVING AND MISC. CASEWORK AT BACK OF HOUSE
FLOOR SAFE AT OFFICE
FINAL CLEAN UP AND MAKE READY FOR OCCUPANCY
CERTIFICATE OF OCCUPANCY
FIRE-SAFING AND FIRE-PROOFING
FURNISHEDBY INSTALLEDBY
RESPONSIBILITY SCHEDULE NOTES
X-RAY SLAB AS REQUIRED
AS DIRECTED BY TENANT (INCLUDING DISPOSAL OF ALL ASSOCIATED CRATING & DEBRIS)
AS REQUIRED
ADMIN OFFICE CABINETS, SHELVING AND MISC. CASEWORK
NEW OPENING IN UPPER LEVEL FLOOR SLAB FOR STAIRS AND ELEVATOR
STRUCTURAL WORK
STAIR FRAMING, ELEVATOR SHAFT, HOIST BEAM & FRAMING FOR LOWER LEVEL EXTENSION
ESCALATOR, STAIRS & ELEVATOR (CAB, MACHINES AND RELATED EQUIPMENTS)
VERTICAL TRANSPORTATION
ESCALATOR, STAIRS & ELEVATOR TRANSPORTATION AND PERMITS
STOREFRONT CONSTRUCTION BARRICADE (TAPED, SANDED, AND PAINTED), FITTED WITH DOUBLE DOORS
FLOOR LEVELING (1/8" OVER 10'-0")
SPECIAL INSPECTIONS N/A
INTERIOR BARRICADE PANELS & STANDARDS
H&M GRAPHICS AND WALLPAPER
ALL REQUIRED BLOCKING
LA
N
D
L
O
R
D
NOT APPLICABLE
TE
N
.
V
E
N
D
O
R
TE
N
A
N
T
G
.
C
.
STOREFRONT SUPPORT AND FRAMING
CONTROL JTS. AS REQ'D. WHERE APPLICABLE
SALES AREA / FITTING ROOM AREA(S) FLOOR
BACK OF HOUSE FLOORING / CONCRETE
MOTORIZED ROLLING GRILLE AT STOREFRONT ENTRANCE(S)
STOREFRONT FRAMING AT PIERS, CLADDING, ALUM. STOREFRONT SYSTEM AND GLAZING
SOLID CORE WOOD DOORS, FRAMES, AND DOOR HARDWARE
SEE DOOR SCHEDULE ON SHT. A-800
STOCKROOM FIXTURES AND SHELVING
ALL WD. BLOCKING SHALL BE FRT
AS BUILT DRAWINGS, AIR BALANCE REPORT AND USER MANUALS
TO REMAIN AS IS, G.C. TO ENSURE GOOD WORKING ORDER
SEE SHT. A-200 AND A-700 SERIES
G.C. TO VERIFY LINEAR FOOTAGE ON DWGS. SEE NOTE 9.
SEE A-600 SHTS. FOR MORE INFO.
ALL EXISTING TO BE REMOVED
NOT APPLICABLE
BARRICADE REMOVAL
SPRINKLER SYSTEM SHUTDOWNS AND FIRE ALARM TIE-INS SHALL BE AT TENANT'S REASONABLEEXPENSE, NOT TO EXCEED $250.00 PER SHUTDOWN. NOTWITHSTANDING THE FOREGOING, THEFIRST SHUTDOWN IS FREE. CONSTRUCTION TRASH AND DEBRIS ARE TO BE REMOVED AT TENANT'SCONTRACTOR EXPENSE. COORDINATE WITH LANDLORD'S WORK LETTER.
IF REQUIRED
H&M CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FULL "AS-BUILT"CONSTRUCTION DOCUMENTS TO H&M PROJECT ARCHITECT IS DIRECTION UPON
CONSTRUCTION COMPLETION AS A REQUIREMENT FOR PROJECT CLOSE-OUT
PROJECT CLOSE OUT SHOULD OCCUR WITHIN 60-90 DAYS AFTER THE STORE OPENS. FINALREQUISITION FOR PAYMENT WILL BE MADE TO THE CONTRACTOR WHEN ALL CLOSE OUTPAPERWORK IS IN A COMPLETE CLOSE OUT FILE TO INCLUDE;
- SIGNED OFF PUNCH LISTS FROM H&M AND LANDLORD.- FINAL LIEN WAIVERS FROM G.C. AND ALL SUBCONTRACTORS.- AS BUILT DRAWINGS- AIR BALANCE REPORT BY INDEPENDENT AIR BALANCING COMPANY WHICH HAS BEENREVIEWED AND APPROVED BY THE PROJECT MECHANICAL ENGINEER.- CERTIFICATE OF OCCUPANCY AND ALL INSPECTION SIGN OFF CARDS.- ALL EQUIPMENT OPERATION AND MAINTENANCE MANUALS.- SWORN STATEMENT OF CONTRACTORS COSTS FORM- LIST OF ALL SUBCONTRACTORS WITH CONTACT NAMES AND PHONE NUMBERS- CHANGE ORDER ANALYSIS FORM- CONTRACTORS CERTIFICATE OF INSURANCE
PROJECT CLOSE OUT
AS BUILT DRAWINGS
LIST OF SUBMITTALS/SHOP
DRAWINGS
1. GENERAL CONTRACTOR AND SUB CONTRACTOR TO FURNISH SUBMITTALS/ SHOPDWGS. FOR REVIEW & APPROVALS TO ARCHITECT, TENANT, LANDLORD, DEPT. OF BLDG.
AND ALL REQUIRED AUTHORITIES AND AGENCIES. REFER TO S.M.E.P. DOCUMENTS FOR
SPECIFIC SHOP DRAWINGS REQUIRED FOR THIS PROJECT.
SIGNAGE QUARRYCAST
H.V.A.C. UNITS & CONTROLS INTERIOR WOODWORK (B.O.H. MILLWORK)
DUCT LAYOUT & CONNECTIONS STRUCTURAL STEEL FRAMING
FIRE ALARM STEEL DOORS/ FRAMESSPRINKLERROLL UP GRILLESACCESS PANEL GLAZING
STOREFRONT ACOUSTICAL CEILING TILE & GRID
ESCALATORS (WHERE APPLICABLE) TOILET COMPARTMENTSELEVATORS (WHERE APPLICABLE) STEEL LOCKERSDOOR HARDWARE TOILET ACCESSORIES
SMOKE BAFFLE CONCRETE MIX
HANDRAILS/ GUARDRAILS REINFORCING BAR
STAIR CALC. FOR PILE DESIGNBRAKE METAL PLUMBING FIXTURES
RECEPTACLES LIGHTING FIXTURES
ELECTRICAL DISTRIBUTION DISCONNECT/ SWITCHES
DIFFUSERS/ GRILLES
2. G.C. TO SUBMIT CEILING COORDINATION PLAN w/ LOCATION OF ALL DEVICES(LIGHTING, INT. SIGNAGE, LIT. NAVIGATION, DIFFUSERS, ACCESS PANELS, SPRINKLER HEADS,
ETC.) FOR APPROVALS
NOT LIMITED TO THIS LIST
RESPONSIBILITY SCHEDULE
UNLESS OTHERWISE NOTED
RIGID SHEET PLASTIC
V.I.F.
w/
RSP
U.O.N.
T.O.
=
=
=
=
=
S.S.
TEN.
STD.
O.C.
R.U.G.
=
=
=
=
=
VERIFY IN FIELD
WITH
TOP OF
STAINLESS STEEL
ON CENTER
ROLL UP GRILLE
STANDARD
TENANT
N.T.S.
MIR.
=
MIRROR OR MIRRORED
NOT TO SCALE
REF =REFERENCE
SOLID CORE WOOD DOORSC WD =
=
THK.=THICK
MTL.METAL=
PLYWD.PLYWOOD=
SIMILARSIM.=
SHEETSHT.=
REQ'D.=REQUIRED
REQ'TS.=REQUIREMENTS
THICKTHK.=
UNDERSIDEU.S.=
OPP.=OPPOSITE
N.I.C.NOT IN CONTRACT=
P.C.POWDER COAT=
SPECIAL MIRRORSM.=
F.E.
MPSS
TBS
FA
PVM
=
=
=
=
=
NOTE 8 VERIFY PER PROJECT. COORDINATE RESPONSIBILITY WITH " L.L.'S WORK LETTER".
FIRE EXTINGUISHERS
TO BE SCHEDULED
PEOPLE VIEW MONITOR
X - X X X
DISCIPLINE DESIGNATOR
(ARCH.,PLUMB., ELEC.,ETC.)
SHEET TYPE
(CONSTRUCTION
DESCRIPTION)
SEQUENCE NUMBERS
GENERAL OR FLOOR
LEVEL
(CELLAR, FIRST FLOORSECOND FLOOR, ETC.)
SEQUENCE NUMBERS
(NUMBER OFDRAWINGS IN
SEQUENCE)
*NOTES:
ANY DRAWING THAT IS CHANGED AFTER THE
FIRST ISSUE WILL HAVE A DELTA WITH SEQUENCE
# ( ) AND 'REVISION SEQUENCE' NUMBER WILL
MATCH DELTA #.
DELTA NUMBERS WILL SHOW ON APPLICABLE
REVISED SHEETS IN TITLE BLOCK COLUMN.
IF A DRAWING IS NOT REVISED, BUT PUBLISHEDWITH NEW REVISED SHEET(S), THE REVISION
NUMBER WILL NOT CHANGE ON THAT SHEET
EVEN THOUGH THE NEW REV APPEARS ON THETITLE BLOCK COLUMN AT BOTTOM.
SHEET NUMBER
MIRROR POLISHED STAINLESS STEEL
FIRE ALARM
FURNISHED & INSTALLEDF & I =
X FIXTURE TAG
HANDICAPPEDH.C.=
ACCESS PANELS
X
X
X
X
X
FILE CABINETFC=
SAFETY CABINETSC=
3-TIER OR 6-TIER LOCKERLKR=
STOREFRONT SIGNAGE
SALES AREA WALL BASE
SALES AREA SIGNAGE
LIGHTBOXES
EXISTING SIGNAGE TO BE REMOVED AND REPLACED WITH NEW, REFER TO DEMO PLANS.
TEMPERED GLASS SMOKE SOFFIT & METAL / GLASS RAILING
WP =WALL PANEL
=
COMPOSITE SHEETCS=
REVISIONCLOUD
NOTE 9 G.C. TO REPACKAGE, INVENTORY AND PALLETIZE ALL UNUSED H&M FURNISHED MATERIALS AT
THE END OF CONSTRUCTION.
SALES AREA LOOSE FIXTURES, RUGS, LOUNGE FURNITURE, & FAKE / REAL PLANTS
SALES AREA WARDROBES, & ASSOCIATED INSTALLATION COMPONENTS
EXISTIING TO REMAIN , G.C. TO PATCH & REPAIR TO MATCH TO THE EXISTING
SEE NOTE 5. PLANT POT FILLER BY G.C.
SEE NOTE 5
NOTE 10 G.C. TO COORDINATE WITH H&M VENDOR FOR DELIVERY OF MATERIAL & COMMISSIONING
CURTAINS AND CURTAIN RAILS ALL SCREWS/FIXINGS & CURTAIN HEMMING BY G.C.
FITTING ROOM MIRROR HARDWARE BY H&M. MIRROR AND MDF BD. BY G.C. REFER TO SHT. A-731
BACK OF HOUSE FURNITURE REFER TO SHT. A-740
COMMUNICATION BOARD METAL BOARD BY H&M. MDF BD. BY G.C. REFER TO SHT. A-702
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
GC. TO CLEAN EXISTING AS REQUIRED
GC. TO CLEAN EXISTING AS REQUIRED
PATCH AND REPAIR AS REQUIRED
REFER TO A-740
EXISTING TO REMAIN
EXISTING FLOOR TILE TO RECEIVE NEW VINYL COVERING
NOT APPLICABLE
EXISTING TO REMAIN
EXISTING TO REMAIN, G.C. TO RESEAL AND POLISH.
G/C TO REPLACE DAMAGED TILES
EXISTING TO REMAIN, G/C TO PATCH & REPAIR AS NEEDED
EXISTING TO REMAIN
EXISTING TO REMAIN
C&C FIXTURES AND SHELVING
HARDWARE BY H&M. MIRROR AND MDF BD. BY G.C. REFER TO SHT. A-731
N/A
MECHANICAL
ELECTRICAL
PLUMBING
FIRE PROTECTION
REFER TO RCP SHEETS FOR MORE INFO.
REFER TO RCP. SHTS. FOR MORE INFO. DISCONNECT PERIMETER COVE LIGHTS
FLOOR, ROOF PENETRATIONS AND PATCHING
HVAC DUCTWORK AND SUPPORTING FRAMING
HVAC DIFFUSERS AND GRILLES
DUCT SMOKE DETECTORS
DAMPERS
EXHAUST FANS
CONTROLS AND CONNECTIONS
OUTSIDE AIR INTAKE
TESTING AND BALANCING
ALL EQUIPMENT ON TENANT RISER DIAGRAM
DATA AND COMMUNICATIONS WIRING
LIGHT FIXTURES - SALES AND DISPLAY AREAS
LIGHT FIXTURES - BACK OF HOUSE
EMERGENCY LIGHTS AND SIDE LIT EXIT SIGNS
LAMPS ON SALES FLOOR
LAMPS AND INSTALLATION OF TRACK FIXTURES
ILLUMINATED SIGNAGE AT STOREFRONT
2" CONDUIT w/ PULL STRING FROM LL'S PHONE CLOSET TO TENANT LAN. ROOM AT 13'-6" A.F.F. MIN.
25 PAIR CAT5E CABLE FROM PHONE CLOSET TO LAN ROOM
SECURITY SYSTEM
DATA AND TELEPHONE SERVICE TO PREMISES
DATA AND TELEPHONE EQUIPMENT
BELL AT EMPLOYEE ENTRANCE
SPEAKERS
SPEAKER LOW VOLTAGE WIRING
SANITARY WASTE, DOMESTIC SUPPLY AND VENT PIPES TO PREMISES
WATER METER
SANITARY WASTE, DOMESTIC SUPPLY AND VENT PIPES WITHIN PREMISES
FIXTURES, EQUIPMENT, & ACCESSORIES
FLOOR DRAINS AND WATERPROOF MEMBRANE
SPRINKLER MAIN AND DISTRIBUTION BRANCHES TO PREMISES AT 13-6" A.F.F., MIN.
SPRINKLER BRANCHES DROPS AND HEADS
FIRE ALARM SYSTEM
FIRE EXTINGUISHERS (COORDINATE LOCATIONS W/ FIRE MARSHAL & TENANT REP.)
SMOKE DETECTORS
SEE NOTES 1 & 5. RELOCATION IF NEEDED
HVAC UNIT(S) & STRUCTURAL SUPPORT (IF REQ'D.)
SMOKE EVACUATION SYSTEM (WHERE APPLICABLE)
ELECTRICAL SERVICE TO PREMISES AT 13'-6" A.F.F. MINIMUM
CONDUIT FOR COPPER FEED FROM LL'S SWITCH GEAR TO TENANT ELEC. ROOM
COPPER FEED FROM LL'S SWITCH GEAR TO TENANTS ELECTRICAL ROOM
FUSIBLE DISCONNECT AND LANDLORD'S SWITCH GEAR
LAN CABINET
ALL PATCH PANELS AND WIRE MANAGEMENT
CONSECUTIVELY LABELED
CONTINUITY TEST REPORT FINISHED TO OWNER
ELECTRICAL METER
TENANT MAIN DISTRIBUTION "MDP"
DATA AND COMMUNICATIONS CONDUIT
EXISTING SIGNAGE TO REMAIN
FIRE RATED PAINTED PLYWOOD FOR TECHNOLOGY USE
LOW VOLTAGE SLEEVES AND FIRE STOPPING
PULL STRING IN CONDUITS AS NOTED IN ELECTRICAL DRAWINGS
COMPLETED CONDUIT PATHWAY SYSTEM FROM UTILITY COMPANY/LL END BOX INTO TEN. SPACE
COMPLETE TECHNOLOGY GROUNDING SYSTEM INCLUDING BUT NOT LTD. TO, GROUND CONDUCTOR,
COPPER BUS BARS & ALL ASSOC. HDWR REQ'D TO COMPLETE GROUNDING SYSTEM.
BONDING OF ALL TECH. EQUIPMENT TO GROUND SYSTEM
FIELD QUALITY CONTROL (TESTING AND CERTIFICATION)
ALL REQUIRED DATA HARDWARE
IDENTIFICATION PRODUCTS
SECURITY SYSTEM CONDUIT AS NOTED IN ELECTRICAL DRAWINGS
CUBE DOOR SECURITY SYSTEM (DOOR JAMB)
USE LL CONTRACTOR AS REQ'D.
COORDINATE WITH LL'S REP.
F/E CABINETS BY GC
REFER TO RCP. SHTS. FOR MORE INFO.
FIRE EXTINGUISHER FLAG SIGNS (COORDINATE LOCATIONS W/ FIRE MARSHAL & TENANT REP.)
DECORATIVE FLOOR LAMPS ON SALES FLOOR NOT APPLICABLE
IFS PANEL
ENERGY MANAGEMENT SYSTEM - T-WAVE SEE NOTE 10
LAN ROOM SPLIT HVAC SYSTEM
IF REQ'D, USE LL CONTRACTOR AS REQ'.
EXISTING TO REMAIN. SEE MECH. DWGS FOR NEW DUCTWORK.
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN. MAKE SURE NEW FITTING ROOM IS OK & AIR BALANCED
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN. SEE MECH. DWGS FOR NEW EQUIPMENT.
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
EXISTING SERVICE TO REMAIN
REFER TO RCP. SHTS. FOR MORE INFO.
REFER TO RCP. SHTS. FOR MORE INFO. & ADD IN FITTING ROOM EXPANSION
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN. SEE MECH. DWGS FOR NEW FIXTURES/EQUIPMENT.
EXISTING PLUMBING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN. SEE NOTE 6.
EXISTING TO REMAIN
EXISTING TO REMAIN
TO BE DISCONNECTED FROM SECURITY AND RE-CONNECT TO FIRE ALARM SYSTEM
REFER TO SHT. A-740
JG
A-010
GENERAL NOTES AND
RESPONSIBILITY SCHEDULE
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
1
1 02.13.23 REVISED PER CITY COMMENTS
UP 30R
HM SPACE000HM SPACE000
7 9
33 40
±
6
4
'
-
1
"
LE
A
S
E
L
I
N
E
D
I
M
.
45'-1012" LEASE LINE DIM.
4"
L
E
A
S
E
LI
N
E
D
I
M
.
7'-838"
LEASE LINE
DIM.
99'-034" LEASE LINE DIM
212"
L
E
A
S
E
LI
N
E
D
I
M
.
738" LEASE
LINE DIM.
28
'
-
4
12"
L
E
A
S
E
L
I
N
E
D
I
M
.
19
'
-
6
"
L
E
A
S
E
L
I
N
E
D
I
M
.
1'
-
0
18"
L
E
A
S
E
LI
N
E
D
I
M
.
1038" LEASE
LINE DIM.
21'-
1
0
1
2" LEA
S
E
L
I
N
E
D
I
M
.
4'
-
7
38"
LE
A
S
E
LI
N
E
DI
M
.
912"
L
E
A
S
E
LI
N
E
D
I
M
.
33'-1038" LEASE LINE DIM.99'-014" LEASE LINE DIM.
11
5
36
41
37 37 37 37 37
7 9
33 40
11
41
14 7 8
3
3
3
3
73
236
6
6
6 6
6
6
6
3
3
3
3
3
3
41
1
3 ±12'-914" PORTION
OF WALL TO BE
REMOVED
3
4
11
50
'
-
7
38"
BA
R
R
I
C
A
D
E
D
I
M
E
N
S
I
O
N
22'-17
8"
BAR
R
I
C
A
D
E
D
I
M
E
N
S
I
O
N
2'
-
1
0
78"
BA
R
R
I
C
A
D
E
DI
M
.
3'-0"
25
25
13
13
19
19
27
11
1
1
1
A-035
2
DEMOLITION FLOOR PLAN - LOWER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
JG
A-031
DEMOLITION
FLOOR PLAN -
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
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W
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CR
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#
B
-
1
0
&
F
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2
4
AR
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I
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,
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O
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N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
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N
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C
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
LOWER LEVEL
DEMOLITION PLAN LEGEND
SYMBOL DESCRIPTION
EXISTING PARTITION TO REMAIN. G.C. TO PATCH/REPAIRANY EXISTING OR NEW DAMAGE INCURRED FROM NEW
CONSTRUCTION & CLEAN, PAINT, ETC. TO BRING TO
LIKE-NEW CONDITION. ALL TOUCH-UP FINISHES TO
MATCH ADJACENT FINISHES.
EXISTING PARTITION TO BE REMOVED INCLUDING ALL
RELATED CONSTRUCTION ELEMENTS.
EXISTING FIXTURE, MILLWORK, AND/OR FURNITURE TO BE
REMOVED. REFER TO CONSTRUCTION PLAN FOR
ADDITIONAL INFORMATION.
LEASE LINE (V.I.F.)
DEMOLITION KEY NOTES
SYMBOL DESCRIPTION
TENANT LEASE LINE. G.C. TO VERIFY IN FIELD.
EXISTING CONSTRASTING STRIPING TO BE REMOVED, G.C. TO
PREP STAIRS TO RECEIVE NEW VINYL COVERING. G.C. TO
PROVIDE NEW CONTRASTING STRIPPING UPON COMPLETION.
EXISTING INTERIOR PARTITION / FURR-OUT TO BE REMOVED, AS
SHOWN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE
DURING AND AFTER DEMOLITION.
HATCH INDICATES EXISTING STOREFRONT PLATFORM TO BE
REMOVED AND DISPOSED OF. G.C. TO PATCH AND REPAIR FLOORAS REQUIRED.
EXISTING GUARD & STAIR RAILING TO BE REMOVED AND PREPPED
TO BE ELECTROSTATICALLY PAINTED & REINSTALLED BY G.C.
EXISTING DOOR AND FRAME TO BE REMOVED AND DISPOSED OF.
EXISTING DEMISING WALL AND ALL RELATED CONSTRUCTION TO
REMAIN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURINGAND AFTER DEMOLITION, BRING TO LIKE "NEW CONDITION" AND
ENSURE FIRE RATING IS MAINTAINED THROUGHOUT, AS REQUIRED.
EXISTING DOOR/FRAME AND ALL RELATED CONSTRUCTION TO
REMAIN. G.C. TO UPGRADE HARDWARE AS REQUIRED.
EXISTING ELECTRICAL SERVICE AND ASSOCIATED EQUIPMENT TOREMAIN. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION
G.C. TO INFILL PORTION OF WALL AS NECESSARY TO MATCH
ADJACENT CONSTRUCTION AND FIRE RATING, PATCH & REPAIR AS
NECESSARY TO BRING TO "LIKE NEW" CONDITION.
EXISTING WALL PANELS AND FOOTPLATES THROUGHOUT TO BE
REMOVED AND DISPOSED OF.
1
2
3
4
5
6
7
8
9
10
11
EXISTING STOREFRONT FINISHES TO REMAIN, G.C. TO PREPSURFACES TO RECEIVE NEW FINISHES APPLICATION.
PORTION OF EXISTING STOREFRONT GLAZING SYSTEM TO BE
REMOVED AS SHOWN. G.C. TO PATCH AND REPAIR ANY DAMAGEDONE DURING AND AFTER DEMOLITION.
PORTION OF EXISTING WALL CONSTRUCTION TO BE REMOVED AS
SHOWN AND PREPARE FOR NEW DOOR ASSEMBLY. G.C. TO
PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTERDEMOLITION.
EXISTING ENTRY DOORS TO BE REMOVED.
EXISTING REAR SERVICE DOORS TO REMAIN AS SHOWN. G.C. TOCLEAN AND REPAIR AS REQ'D., BRING TO "LIKE NEW" CONDITION.
PROVIDE AND INSTALL IN THE PREMISES A SMOOTH LEVEL
CONCRETE FLOOR, TO A TOLERANCE OF 1/4" OVER 10'
THROUGHOUT THE PREMISES READY TO ACCEPT FLOOR
COVERING
19
20
21
22
23
24
EXISTING WARDROBES TO REMAIN UNLESS OTHERWISE NOTED.
EXISTING STOREFRONT GLAZING TO REMAIN, G.C. TO PROTECT
DURING CONSTRUCTION AND CLEAN TO LIKE NEW CONDITIONUPON COMPLETION.
EXISTING ELEVATOR TO REMAIN, G.C. TO ENSURE GOOD
WORKING ORDER, DEEP CLEAN INTERIOR OF CAB TO LIKE NEW
CONDITION.
EXISTING PODIUM AND/OR DISPLAY ITEMS AT STOREFRONT TO BE
REMOVED AND DISPOSED OF, G.G TO POLISH AND SEAL FLOOR.
G.C. TO CORE/TRENCH FLOOR FOR NEW SECURITY PEDESTALS, AS
REQ'D. REFER TO CONSTRUCTION AND STOREFRONT ELEVATIONSHTS. FOR MORE INFORMATION G.C. TO COORDINATE WITH
H&M VENDOR, ELECTRICAL DWGS, SHOP DRAWINGS, AND
MANUFACTURER PRIOR TO ROUGH-IN.
ALL EXISTING COLUMN ENCLOSURES TO BE REMOVED. REFER TOCONSTRUCTION PLAN FOR COORDINATION.
ALL EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED (U.O.N.)G.C. TO COORDINATE WITH ELECTRICAL DRAWINGS.
12
13
14
15
16
17
18
NOTE:
ALL DEMOLITION & REMOVAL BY G.C., U.O.N.
NOTE:
REFER TO SHT. A-033 FOR DEMOLITION/REMOVAL GENERAL NOTES.
G.C. TO PROVIDE HOARDING, CONFIRM ALL REQUIREMENTS WITH
LANDLORD BEFORE CONSTRUCTION. ALL GRAPHICS TO BE
APPROVED BY LANDLORD BEFORE INSTALLATION.
EXISTING SIGNAGE TO BE MODIFIED, "H&M" LETTERING TO
REMAIN, "MAN" SIGNAGE TO BE REMOVED.
EXISTING TENANT SIGNAGE TO BE REMOVED AND DISPOSED OF,
G.C. TO MAKE AREA READY TO RECEIVE NEW SIGNAGE.
REMOVE ALL PLUMBING FIXTURES CAP AND ALL UNUSED
PLUMBING LINES & FLUSH WITH SLAB (TYP).
EXISTING DOOR & FRAME TO BE REMOVED, AS SHOWN. G.C. TOREMOVE PORTION OF WALL AS NECESSARY TO PREPARE FOR
NEW DOOR ASSEMBLY. G.C. TO PATCH AND REPAIR ANY DAMAGE
DONE DURING AND AFTER DEMOLITION.
EXISTING PLUMBING FIXTURES AND ACCESSORIES TO REMAIN.
G.C. TO DEEP CLEAN TO LIKE NEW CONDITION. ENSURE ALL
FIXTURES ARE IN GOOD WORKING ORDER.
EXISTING SLIDING GRILLE AND ALL ASSOCIATED COMPONENTS TO
BE REMOVED OR CLOSED UP. WHICH EVER IS EASIER AND LESSEXPENSIVE. TO BE VERIFIED ON SITE.
EXISTING SECURITY PEDESTALS AND ALL ASSOCIATEDCOMPONENTS TO BE REMOVED.
25
26
27
28
29
30
31
32
GRAPHICS WALLPAPER TO BE REMOVED. WALL SURFACE TO BE
PATCHED AND REPAIRED AS REQUIRED, READY TO RECEIVE PAINTFINISH.33
EXISTING VENDING MACHINES TO BE RELOCATED.34
STRIP TOP OF COLUMN TO VERIFY IF PROPER BLOCKING ISAVAILABLE FOR FUTURE PLANT SHELVES.35
EXISTING CASH AND BACK COUNTERS TO BE REMOVED. GC TO
ENSURE ALL POS AND EQUIPMENT, INCLUDING WIRING, HAS BEEN
REMOVED / PULLED BACK BEFORE REMOVING THE COUNTERS.36
EXISTING BASE BUILDING COLUMN TO REMAIN, G.C. TO PATCHAND REPAIR GYPSUM BOARD AS REQUIRED AND PREPARE TO
RECEIVE NEW FINISH.
37
ALL EXISTING STOREFRONT BASES TO BE REMOVED AND DISPOSED
OF.38
EXISTING WINDOW FRAMING TO BE PREPARED TO RECEIVE NEW
BLACK FINISH.39
EXISTING MIRRORS TO REMAIN THROUGHOUT UNLESS OTHERWISE
NOTED, G.C. TO PROTECT DURING CONSTRUCTION, CLEAN TO"LIKE NEW" CONDITION.40
EXISTING FLOORING TO REMAIN, G.C. TO CLEAN AND PREP TO
RECEIVE NEW VINYL FLOOR COVERING.41
EXISTING LOCKERS TO REMOVED AND DISPOSED OF, G.C. TOPREPARE AREA TO RECEIVE NEW LOCKERS.42
EXISTING WASHROOM AND JANITORS CLOSET TO REMAIN AS-IS,
G.C. TO DEEP CLEAN TO "LIKE NEW" CONDITION.43
EXISTING APPLIANCES, SINK AND FAUCET TO BE REMOVED AND
DISPOSED OF. EXISTING PLUMBING TO BE MAINTAINED FORINSTALLATION OF NEW SINK. MILLWORK TO REMAIN.44
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
3'-0"
50'-318"
LEASE LINE DIMENSION
79'-058"
LEASE LINE DIMENSION
11'-1134"
L.L. DIM.
2'-6"
L.L. DIM.9'-934"
L.L. DIM.
56
'
-
1
14"
LE
A
S
E
L
I
N
E
D
I
M
E
N
S
I
O
N
42
'
-
5
1
8
"
LE
A
S
E
L
I
N
E
D
I
M
E
N
S
I
O
N
40'-734"
LEASE LINE DIMENSION
50'-912"
LEASE LINE DIMENSION
36'-
27
8"
LEAS
E
L
I
N
E
D
I
M
E
N
S
I
O
N
36
'
-
8
38"
LE
A
S
E
L
I
N
E
D
I
M
E
N
S
I
O
N
38
'
-
1
0
38"
BA
R
R
I
C
A
D
E
D
I
M
E
N
S
I
O
N
39'-
11
8"
BAR
R
I
C
A
D
E
D
I
M
E
N
S
I
O
N
48'-3"
BARRICADE DIMENSION
28'-834"
BARRICADE DIMENSION
3'
-
7
"
BA
R
R
I
C
A
D
E
DI
M
.
3'
-
7
12"
L.
L
.
D
I
M
.
834"
L.
L
.
D
I
M
.
1'
-
3
34"
L.
L
.
D
I
M
.
2'
-
0
12"
L.
L
.
D
I
M
.
29
'
-
0
14"
LE
A
S
E
L
I
N
E
D
I
M
E
N
S
I
O
N
3
4
6
13
1
13
13
13
13
1
19
19 113
19 1
19
19
26
25
25
25
25
25
37 37 37
5
36
39
38
6
38
38
14
7 9
33 40
11
41
7 979
7 23
38
38
±7
"
±5
'
-
4
34"10
'
-
1
1
"
HO
L
D
±6
'
-
7
14"
38
43
43
4344
42
1
1
1
1
6
6
6
6
34
19
8
23
23
2
A-035
2
5
16
DEMOLITION FLOOR PLAN - UPPER LEVEL 1
SCALE: 1/8" = 1'-0"
LF
A-032
DEMOLITION
FLOOR PLAN -
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
UPPER LEVEL
NORTH
DEMOLITION PLAN LEGEND
SYMBOL DESCRIPTION
EXISTING PARTITION TO REMAIN. G.C. TO PATCH/REPAIRANY EXISTING OR NEW DAMAGE INCURRED FROM NEW
CONSTRUCTION & CLEAN, PAINT, ETC. TO BRING TO
LIKE-NEW CONDITION. ALL TOUCH-UP FINISHES TO
MATCH ADJACENT FINISHES.
EXISTING PARTITION TO BE REMOVED INCLUDING ALL
RELATED CONSTRUCTION ELEMENTS.
EXISTING FIXTURE, MILLWORK, AND/OR FURNITURE TO BE
REMOVED. REFER TO CONSTRUCTION PLAN FOR
ADDITIONAL INFORMATION.
LEASE LINE (V.I.F.)
DEMOLITION KEY NOTES
SYMBOL DESCRIPTION
TENANT LEASE LINE. G.C. TO VERIFY IN FIELD.
EXISTING CONSTRASTING STRIPING TO BE REMOVED, G.C. TO
PREP STAIRS TO RECEIVE NEW VINYL COVERING. G.C. TO
PROVIDE NEW CONTRASTING STRIPPING UPON COMPLETION.
EXISTING INTERIOR PARTITION / FURR-OUT TO BE REMOVED, AS
SHOWN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE
DURING AND AFTER DEMOLITION.
HATCH INDICATES EXISTING STOREFRONT PLATFORM TO BE
REMOVED AND DISPOSED OF. G.C. TO PATCH AND REPAIR FLOORAS REQUIRED.
EXISTING GUARD & STAIR RAILING TO BE REMOVED AND PREPPED
TO BE ELECTROSTATICALLY PAINTED & REINSTALLED BY G.C.
EXISTING DOOR AND FRAME TO BE REMOVED AND DISPOSED OF.
EXISTING DEMISING WALL AND ALL RELATED CONSTRUCTION TO
REMAIN. G.C. TO PATCH AND REPAIR ANY DAMAGE DONE DURINGAND AFTER DEMOLITION, BRING TO LIKE "NEW CONDITION" AND
ENSURE FIRE RATING IS MAINTAINED THROUGHOUT, AS REQUIRED.
EXISTING DOOR/FRAME AND ALL RELATED CONSTRUCTION TO
REMAIN. G.C. TO UPGRADE HARDWARE AS REQUIRED.
EXISTING ELECTRICAL SERVICE AND ASSOCIATED EQUIPMENT TOREMAIN. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION
G.C. TO INFILL PORTION OF WALL AS NECESSARY TO MATCH
ADJACENT CONSTRUCTION AND FIRE RATING, PATCH & REPAIR AS
NECESSARY TO BRING TO "LIKE NEW" CONDITION.
EXISTING WALL PANELS AND FOOTPLATES THROUGHOUT TO BE
REMOVED AND DISPOSED OF.
1
2
3
4
5
6
7
8
9
10
11
EXISTING STOREFRONT FINISHES TO REMAIN, G.C. TO PREPSURFACES TO RECEIVE NEW FINISHES APPLICATION.
PORTION OF EXISTING STOREFRONT GLAZING SYSTEM TO BE
REMOVED AS SHOWN. G.C. TO PATCH AND REPAIR ANY DAMAGEDONE DURING AND AFTER DEMOLITION.
PORTION OF EXISTING WALL CONSTRUCTION TO BE REMOVED AS
SHOWN AND PREPARE FOR NEW DOOR ASSEMBLY. G.C. TO
PATCH AND REPAIR ANY DAMAGE DONE DURING AND AFTERDEMOLITION.
EXISTING ENTRY DOORS TO BE REMOVED.
EXISTING REAR SERVICE DOORS TO REMAIN AS SHOWN. G.C. TOCLEAN AND REPAIR AS REQ'D., BRING TO "LIKE NEW" CONDITION.
PROVIDE AND INSTALL IN THE PREMISES A SMOOTH LEVEL
CONCRETE FLOOR, TO A TOLERANCE OF 1/4" OVER 10'
THROUGHOUT THE PREMISES READY TO ACCEPT FLOOR
COVERING
19
20
21
22
23
24
EXISTING WARDROBES TO REMAIN UNLESS OTHERWISE NOTED.
EXISTING STOREFRONT GLAZING TO REMAIN, G.C. TO PROTECT
DURING CONSTRUCTION AND CLEAN TO LIKE NEW CONDITIONUPON COMPLETION.
EXISTING ELEVATOR TO REMAIN, G.C. TO ENSURE GOOD
WORKING ORDER. DEEP CLEAN INTERIOR OF CAB TO LIKE NEW
CONDITION.
EXISTING PODIUM AND/OR DISPLAY ITEMS AT STOREFRONT TO BE
REMOVED AND DISPOSED OF, G.G TO POLISH AND SEAL FLOOR.
EXISTING PORTION OF TOILET PARTITION TO BE REMOVED.EXISTING TOILET STALL DOOR AND HARDWARE TO BE REMOVED
AND SAVED FOR REINSTALLATION IN MIRRORED POSITION. REFER
TO TOILET ROOM PLANS AND DETAILS ON A-743.
ALL EXISTING COLUMN ENCLOSURES TO BE REMOVED. REFER TOCONSTRUCTION PLAN FOR COORDINATION.
ALL EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED (U.O.N.)G.C. TO COORDINATE WITH ELECTRICAL DRAWINGS.
12
13
14
15
16
17
18
NOTE:
ALL DEMOLITION & REMOVAL BY G.C., U.O.N.
NOTE:
REFER TO SHT. A-033 FOR DEMOLITION/REMOVAL GENERAL NOTES.
G.C. TO PROVIDE HOARDING, CONFIRM ALL REQUIREMENTS WITH
LAND LORD BEFORE CONSTRUCTION. ALL GRAPHICS TO BE
APPROVED BY LANDLORD BEFORE INSTALLATION.
EXISTING TENANT SIGNAGE TO BE REMOVED AND DISPOSED OF,
G.C. TO PATCH & REPAIR SURFACE AS REQUIRED & MAKE READY
TO RECEIVE NEW FINISH.
EXISTING TENANT SIGNAGE TO BE REMOVED AND DISPOSED OF,
G.C. TO MAKE AREA READY TO RECEIVE NEW SIGNAGE.
REMOVE ALL PLUMBING FIXTURES CAP AND ALL UNUSED
PLUMBING LINES & FLUSH WITH SLAB (TYP).
EXISTING DOOR & FRAME TO BE REMOVED, AS SHOWN. G.C. TOREMOVE PORTION OF WALL AS NECESSARY TO PREPARE FOR
NEW DOOR ASSEMBLY. G.C. TO PATCH AND REPAIR ANY DAMAGE
DONE DURING AND AFTER DEMOLITION.
EXISTING PLUMBING FIXTURES AND ACCESSORIES TO REMAIN.
G.C. TO DEEP CLEAN TO LIKE NEW CONDITION. ENSURE ALL
FIXTURES ARE IN GOOD WORKING ORDER.
EXISTING SLIDING GRILLE AND ALL ASSOCIATED COMPONENTS TO
BE REMOVED OR CLOSED UP. WHICH EVER IS EASIER AND LESSEXPENSIVE. TO BE VERIFIED ON SITE.
EXISTING SECURITY PEDESTALS AND ALL ASSOCIATEDCOMPONENTS TO BE REMOVED.
25
26
27
28
29
30
31
32
GRAPHICS WALLPAPER TO BE REMOVED. WALL SURFACE TO BE
PATCHED AND REPAIRED AS REQUIRED, READY TO RECEIVE PAINTFINISH.33
EXISTING VENDING MACHINES TO BE RELOCATED.34
STRIP TOP OF COLUMN TO VERIFY IF PROPER BLOCKING ISAVAILABLE FOR FUTURE PLANT SHELVES.35
EXISTING CASH AND BACK COUNTERS TO BE REMOVED. GC TO
ENSURE ALL POS AND EQUIPMENT, INCLUDING WIRING, HAS BEEN
REMOVED / PULLED BACK BEFORE REMOVING THE COUNTERS.36
EXISTING BASE BUILDING COLUMN TO REMAIN, G.C. TO PATCHAND REPAIR GYPSUM BOARD AS REQUIRED AND PREPARE TO
RECEIVE NEW FINISH.
37
EXISTING LOWER PORTION OF HATCHED WALL TO BE REMOVED,
MAINTAIN UPPER PORTION TO ALIGN W/ EXISTING ADJACENT
BULKHEAD. G.C. TO PATCH & REPAIR FLOOR & UNDERSIDE OFNEW BULKHEADS & MAKE READY TO RECEIVE NEW FINISHES.
38
EXISTING MILLWORK TO BE REMOVED & DISPOSED OF. PATCH &REPAIR WALLS AS REQUIRED & PREP FOR NEW FINISH.39
EXISTING MIRRORS TO REMAIN THROUGHOUT UNLESS OTHERWISE
NOTED, G.C. TO PROTECT DURING CONSTRUCTION, CLEAN TO
"LIKE NEW" CONDITION.
40
EXISTING FLOORING TO REMAIN, G.C. TO CLEAN AND PREP TORECEIVE NEW VINYL FLOOR COVERING.41
EXISTING LOCKERS TO REMOVED AND DISPOSED OF, G.C. TO
PREPARE AREA TO RECEIVE NEW LOCKERS.42
EXISTING WASHROOM AND JANITORS CLOSET TO REMAIN AS-IS,
U.N.O. G.C. TO DEEP CLEAN TO "LIKE NEW" CONDITION.43
EXISTING APPLIANCES, SINK AND FAUCET TO BE REMOVED AND
DISPOSED OF. EXISTING PLUMBING TO BE MAINTAINED FOR
INSTALLATION OF NEW SINK. EXISTING MILLWORK TO REMOVEDAND DISPOSED OF.
44
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
1
1
1
1
1
1 02.13.23 REVISED PER CITY COMMENTS
UP 30R
HM SPACE000HM SPACE000
1
11
11
1
1
14
3
12
3
7
6
6
313
±14'-112" PORTION OF
BULKHEAD TO REMAIN
7 7 8 8 8
4
8
8
8
8
8
8
8
8
84
15
11
4
11 4
11
DEMOLITION REFLECTED CEILING PLAN - LOWER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
JG
A-033
DEMOLITION REFLECTED
CEILING PLAN -
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
LOWER LEVEL
CEILING DEMOLITION KEY NOTES
SYMBOL DESCRIPTION
TENANT LEASE LINE. G.C. TO VERIFY IN FIELD.
EXISTING STOREFRONT BULKHEAD FINISH TO BE REMOVEDAND DISPOSED OF, G.C. TO PREPARE SURFACE TO RECEIVE
NEW FINISH. SLIDING GRILLE AND ALL ASSOCIATED
COMPONENTS TO BE REMOVED OR CLOSED UP.
1
2
3
EXISTING BULKHEAD TO REMAIN, G.C. TO PROTECT DURING
CONSTRUCTION, PATCH AND REPAIR AS REQUIRED ANDPREPARE SURFACE TO RECEIVE NEW FINISH.
4
5
EXISTING CEILING, TRACK, LIGHT FIXTURES AND EMERGENCYLIGHTING TO REMAIN U.N.O.
EXISTING TRACK AND LIGHT FIXTURES SHOWN DASHED TO BEREMOVED AND STORED. G.C. TO RELOCATE/REUSE FIXTURES AS
REQUIRED, REFER TO A-310. G.C. TO PATCH, REPAIR AND PREPARESURFACES AS REQUIRED TO RECEIVE NEW FINISH.
6 EXISTING EXIT SIGN TO BE REMOVED.
7
EXISTING POT LIGHT TO BE REMOVED AND DISPOSED OF.
G.C. TO PATCH AND REPAIR SURFACES AS REQUIRED TORECEIVE NEW FINISH.
8
EXISTING POT LIGHT TO BE REMOVED AND RELOCATED,REFER TO A-310 FOR NEW LOCATIONS. G.C. TO PATCH AND
REPAIR SURFACES AS REQUIRED TO RECEIVE NEW FINISH.
9 EXISTING PERIMETER LIGHT COVE TO REMAIN U.O.N., STRIP
LIGHT FIXTURE INSIDE TO BE DISCONNECTED.
10 G.C. TO PREPARE ALL EXISTING TRACK LIGHTS IN THE MEN'S
AREA TO RECEIVE NEW WHITE PAINT FINISH.
11 G.C. TO PREPARE EXISTING CEILING TO RECEIVE NEW PAINTFINISH.
12 EXISTING SMOKE BAFFLE TO REMAIN.
13 EXISTING BULKHEAD TO BE REMOVED AND DISPOSED OF.
14
EXISTING STOREFRONT SIGNAGE TO BE REMOVED AND
DISPOSED OF, EXISTING ELECTRICAL TO REMAIN FORINSTALLATION OF NEW SIGNAGE.
NOT USED
NOT USED
NOT USED
NOT USED
15 EXISTING OVERHEAD ROLLING GRILLE TO REMAIN, G.C. TO
ENSURE GOOD WORKING ORDER.
1
1
1
1
1
1
1
1
14
15
3
3
11
11
11
11
11
4
11
4
11
4
11
4
4
4 4
4
4
4
4
4
4
4
4
4
6
63
3
3
DEMOLITION REFLECTED CEILING PLAN - UPPER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
LF
A-034
DEMOLITION REFLECTED
CEILING PLAN -
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
UPPER LEVEL
CEILING DEMOLITION KEY NOTES
SYMBOL DESCRIPTION
TENANT LEASE LINE. G.C. TO VERIFY IN FIELD.
EXISTING STOREFRONT BULKHEAD FINISH TO BE REMOVEDAND DISPOSED OF, G.C. TO PREPARE SURFACE TO RECEIVE
NEW FINISH. SLIDING GRILLE AND ALL ASSOCIATED
COMPONENTS TO BE REMOVED OR CLOSED UP.
1
2
3
EXISTING BULKHEAD TO REMAIN, G.C. TO PROTECT DURING
CONSTRUCTION, PATCH AND REPAIR AS REQUIRED ANDPREPARE SURFACE TO RECEIVE NEW FINISH.
4
5
EXISTING CEILING, TRACK, LIGHT FIXTURES AND EMERGENCYLIGHTING TO REMAIN U.N.O.
EXISTING TRACK AND LIGHT FIXTURES SHOWN DASHED TO BEREMOVED AND STORED. G.C. TO RELOCATE/REUSE FIXTURES AS
REQUIRED, REFER TO A-310. G.C. TO PATCH, REPAIR AND PREPARESURFACES AS REQUIRED TO RECEIVE NEW FINISH.
6 EXISTING EXIT SIGN TO BE REMOVED & RELOCATED. REFER
TO NEW CEILING PLAN & ELECTRICAL DRAWINGS.
7
EXISTING POT LIGHT TO BE REMOVED AND DISPOSED OF.
G.C. TO PATCH AND REPAIR SURFACES AS REQUIRED TORECEIVE NEW FINISH.
8
EXISTING POT LIGHT TO BE REMOVED AND RELOCATED,REFER TO A-310 FOR NEW LOCATIONS. G.C. TO PATCH AND
REPAIR SURFACES AS REQUIRED TO RECEIVE NEW FINISH.
9 EXISTING PERIMETER LIGHT COVE TO REMAIN U.O.N., STRIP
LIGHT FIXTURE INSIDE TO BE DISCONNECTED.
10 G.C. TO PREPARE ALL EXISTING TRACK LIGHTS IN THE MEN'S
AREA TO RECEIVE NEW WHITE PAINT FINISH.
11 G.C. TO PREPARE EXISTING CEILING TO RECEIVE NEW PAINTFINISH.
12 EXISTING SMOKE BAFFLE TO REMAIN.
13 EXISTING BULKHEAD TO BE REMOVED AND DISPOSED OF.
14
EXISTING STOREFRONT SIGNAGE TO BE REMOVED AND
DISPOSED OF, EXISTING ELECTRICAL TO REMAIN FORINSTALLATION OF NEW SIGNAGE.
NOT USED
NOT USED
NOT USED
NOT USED
15 EXISTING OVERHEAD ROLLING GRILLE TO REMAIN, G.C. TO
ENSURE GOOD WORKING ORDER.
NOT USED
NOT USED
NOT USED
NOT USED
OPEN
TO SALES AREA
11
0'-0" FINISH FLOOR
13'-10"MALL CEILING
ADJACENT
TENANT
7
11 3 3
15
5
ESCALATORUP TO
NEXT LEVEL
699
10 1016166 6
161616
DEMOLITION KEY NOTES
SYMBOL DESCRIPTION
TENANT LEASE LINE.
EXISTING STOREFRONT FINISH TO BE REMOVED AND DISPOSED
OF, G.C. TO PREPARE SURFACE TO RECEIVE NEW FINISH.
EXISTING STOREFRONT GLAZING TO REMAIN, G.C. TO PROTECT
DURING CONSTRUCTION.
NOT USED.
EXISTING OVERHEAD ROLLING GRILLE TO REMAIN, G.C. TO ENSUREGOOD WORKING ORDER.
EXISTING LANDLORD FINISH TO REMAIN, G.C. TO PROTECT
DURING CONSTRUCTION AS REQUIRED.
ADJACENT TENANT FINISH, G.C. TO PROTECT DURINGCONSTRUCTION AS REQUIRED.
NOT USED.
EXISTING STOREFRONT WINDOW HEADER TO REMAIN. G.C. TO
CLEAN TO LIKE NEW CONDITION.
EXISTING STOREFRONT BASE TO REMAIN, G.C. TO CLEAN TO LIKE
NEW CONDITION.
EXISTING METAL U-CHANNEL TO REMAIN, G.C. TO PROTECT
DURING CONSTRUCTION.
NOT USED.
NOT USED.
EXISTING BASE BUILDING FINISH TO REMAIN, G.C. TO PROTECTDURING CONSTRUCTION.
EXISTING SIGNAGE TO BE REMOVED AND DISPOSED OF, EXISTINGELECTRICAL TO BE MAINTAINED FOR NEW SIGNAGE. SIGNAGE
UNDER SEPARATE PERMIT.
EXISTING STOREFRONT FINISH TO REMAIN, G.C. TO PREPARE
SURFACE TO RECEIVE NEW FINISH.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
NOTE:
ALL DEMOLITION & REMOVAL BY G.C., U.O.N.
15
5
OPENTO SALES AREA
1616 16 16 16 16 16
3 10 3 10 3 10
9 9 9
1
0'-0" FINISH FLOOR
15'-7 1/4"T/O TENANT FINISH
11
ADJACENT
TENANT
7 66 6 6
PIVOTPOINT PIVOTPOINT PIVOTPOINT PIVOTPOINT
DEMOLITION STOREFRONT ELEVATION - LOWER LEVEL 1
SCALE: 3/16" = 1'-0"
JG
A-035
DEMOLITION STOREFRONT
ELEVATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
DEMOLITION STOREFRONT ELEVATION - UPPER LEVEL 2
SCALE: 3/16" = 1'-0"
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
1
1 02.13.23 REVISED PER CITY COMMENTS
UP 30R
W WWW W W
W W
W
W
HM SPACE000HM SPACE000
WINDOW 1DISPLAY
001
WINDOW 2DISPLAY
002
DIVIDEDSALES AREA
003
MENSSALES AREA
004
ROOMFITTING
005
KIDSSALES AREA
005
CORRIDOREXIT
007
COLLECTCLICK &
006
MACHINE ROOMELEVATOR
008
ELEVATOR
009
F.E.
EX.
F.E.EX.
F.E.
RE.
F.E.2
F.E. 1
DIAG
O
N
A
L
D
I
S
T
A
N
C
E
O
F
AREA
S
E
R
V
E
D
=
1
6
4
'
-
4
"
*EXIT. 1
*EXIT. 2
SEPARATION O
F
T
W
O
CLOSEST EXITS
=
1
5
0
'
-
1
1
"
PT. 'A'
PT. 'B'
PT. 'C'
EX
I
T
EX
I
T
9'
-
6
12"
5'
-
8
78"
5'
-
8
78"
7'
-
4
"
9'
-
5
18"
4'
-
0
34"
7'-918"6'-1114"
4'-1134"
5'-11"
3'-1018"
3'
-
8
"
CL
E
A
R
,
TY
P
.
3
1
/
2
"
R.
O
.
2
1
/
2
"
1'-1 1/2"
9 3/4" R.O.
6"
SEECONSTRUCTION
PLAN FOR
PARTITION TYPE.
SEMI-RECESSED FIRECABINET (FE-2). SEE
EGRESS PLAN LEGEND
FOR ADD'L INFO
48
"
T
O
E
X
T
I
N
G
U
I
S
H
E
R
HA
N
D
L
E
(
M
A
X
.
)
WALL MOUNTED
FIRE EXTINGUISHER
(F.E.1 & F.E.3)
RECHARGEABLE
EMERGENCY
FLASHLIGHT
44
"
T
O
C
E
N
T
E
R
L
I
N
E
OF
C
H
A
R
G
E
R
&
R
E
C
E
P
T
A
C
L
E
60
"
M
I
N
.
T
O
B
O
T
T
O
M
OF
S
I
G
N
EMERGENCYEVACUATIONMAP
LEGEND
EMERGENCY
EVACUATION MAP
FIRE EXTINGUISHER
CABINET (F.E.2/F.E.4)
OUTLINE OFSURFACEMOUNTEDEMERGENCYEVACUATIONMAP
NOTE:REFER TO MANUF. INSTALLATION
RECOMMENDATIONS FOR
ATTACHMENT TO WALL.FIRE EXTINGUISHER CABINET BY'STRIKE FIRST' OR APPROVED EQUAL.
8'
-
0
"
T
O
9
'
-
6
"
U.
S
.
O
F
F
L
A
G
S
I
G
N
FIREEXTINGUISHERFLAG SIGNNOTE:G.C. TO VERIFY AND COORDINATE
ALL LOCATIONS, MOUNTING
HEIGHTS, AND REQUIREMENTS OFEMERGENCY EQUIPMENT WITHSTATE AND LOCAL CODES
1'
-
8
"
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
EGRESS PLAN - LOWER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
LIFE SAFETY EQUIPMENT MOUNTING HEIGHTS 2
SCALE: N.T.S.
JG
A-110
EGRESS PLAN
LOWER LEVEL
1. MAINTAIN 3'-8" CLEAR PATH BETWEEN THE EXIT DOORS AT ALL TIMES.MAINTAIN 3'-0" CLEAR PATH BETWEEN FLOOR FIXTURES.
2. VERIFY EXIT SIGNS COORDINATE W/PATH OF EGRESS. REPORT ANYDISCREPANCIES TO ARCHITECT / ENGINEER PRIOR TO ROUGH- IN.
3. PER (CODE/SECTION) 'EXIT ACCESS TRAVEL DISTANCE', FOR OCCUPANCY 'M',TRAVEL DISTANCE NOT TO EXCEED 250 FEET FOR BUILDINGS EQUIPPEDTHROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCEWITH CODE.
4.EXIT OR EXIT ACCESS DOORWAY ARRANGEMENT: WHERE ACCESS TO TWOOR MORE EXITS ARE REQ'D., AT LEAST TWO EXIT DOORS OR EXIT ACCESSDOORWAYS SHALL BE ARRANGED IN ACCORDANCE WITH THE PROVISIONSOF (CODE/SECTION)
·1/3 DIAG. DISTANCE OF AREA SERVED = 164'-4" / 3 = 54'-0 3/4"
·DISTANCE BETWEEN 2 CLOSEST EXITS = 150'-11"
·EXITS ARE IN COMPLIANCE
*
SYMBOL DESCRIPTION
F.E.1 DENOTES 10 LBS. ABC 10-W. UNIT MOUNTED TO WALL W/HANGER (NO CABINET). LOCATION OF FIRE EXTINGUISHERS ON
PLAN ARE TENANT'S MINIMUM REQUIREMENTS. G.C. TO FURNISH
& INSTALL AND SHALL COORDINATE WITH TENANT'SREPRESENTATIVE AND LOCAL FIRE MARSHAL FOR ADDITIONALREQUIRED LOCATIONS.
FE. EX./ F.E. RE. DENOTES EXISTING WALL MOUNTED 10 LBS. ABC10-W UNIT TO REMAIN, G.C. TO ENSURE GOOD WORKING
ORDER AND CLEAN TO LIKE NEW CONDITION
F.E. RE. DENOTES EXISTING 10 LBS ABC 10-W UNIT TO BE
RELOCATED, G.C. TO ENSURE GOOD WORKING ORDER ANDCLEAN TO LIKE NEW CONDITION.
F.E.2 DENOTES 10 LBS. UNIT IN WHITE SEMI-RECESSED CABINETCENTERED ON RESPECTIVE WALL OR BETWEEN ADJACENT
ELEMENTS.
(SPEC # 118-EL SEMI-RECESSED TYPE FROM STRIKE FIRST CORPWWW.STRIKEFIRSTUSA.COM) LOCATION OF FIRE EXTINGUISHERS
ON PLAN ARE TENANT'S MINIMUM REQUIREMENTS. G.C. TO
PROVIDE & INSTALL AND SHALL COORDINATE WITH TENANT'SREPRESENTATIVE AND LOCAL FIRE MARSHAL FOR ADDITIONALREQUIRED LOCATIONS.
(SPEC # 118-EL-SG FOR CABINETS IN FIRE-RATED WALLS)
EXISTING SEMI RECESSED FIRE EXTINGUISHER CABINET, G.C. TO
ENSURE GOOD WORKING ORDER. CLEAN TO LIKE NEW
CONDITION.
LOCATION OF FRAMED EMERGENCY EVACUATION MAP.ARCHITECT TO FURNISH PDF OF MAPS; G.C. TO PRINT ANDMOUNT IN G.C. FURNISHED BLACK FRAME (REALSPACE SLIMLINE
FRAME, 8-1/2"H X 11"W, CLEAR.) G.C. TO COORDINATE WITH
H&M PM FOR LOCATIONS. MOUNTED ABOVE FIRE EXTINGUISHER
(WHERE POSSIBLE).
LOCATION OF EMERG. FLASHLIGHT DORCY 41-1032. FURNISHED
AND INSTALLED BY G.C. SEE DETAIL 3/A110 FOR MOUNTING
HEIGHT. ALL STOCK ROOMS, ADMIN ROOM AND SEPARATE
VISUAL ROOM TO RECEIVE FLASHLIGHTS. G.C. TO COORDINATEWITH TENANT'S REP. FOR ADDITIONAL LOCATIONS.
44" MIN. WIDE ACCESSIBLE MEANS OF EGRESS PATH
EXIT POINT OF EGRESS PATH
START POINT OF TRAVEL
EXIT SIGNS, WALL / CELING MOUNTED (ARROW REPRESENTS
DIRECTIONAL SIGN), TACTILE EXIT SIGNS TO BE FURNISHED BY
G.C. AS REQUIRED PER LOCAL AHJ; SEE RCP SHTS.
SAFE AREA DOOR SECURING DEVICE. G.C. TO FURNISH BACK TO
BACK STUD IN WALL FOR ATTACHMENT OF BARRICADE BOX.
REFER TO DOOR SCHEDULE SHT. FOR MORE INFO. TO BEINSTALLED IN ALL STOCKROOM DOORS.
G.C. TO PROVIDE TACTILE EXIT SIGN ADJACENT TO ALL EXIT
DOORS IF NOT ALREADY PRESENT. SIGNAGE TO BE MOUNTED AT
48" A.F.F. REFER TO 2/A-001FOR FULL SIGNAGE REQUIREMENTS.
F.E. 1
LOCATION TRAVEL PATH MAXIMUM TRAVEL DISTANCE
SALES AREA
EXIT ACCESS
POINT A TO EXIT 1
POINT A TO EXIT 2
POINT B TO EXIT 1
POINT B TO EXIT 2
191'-5"
EGRESS PLAN LEGEND
EXIT TRAVEL DISTANCE
EGRESS NOTES
FIRE EXTINGUISHER / FIRE ALARM NOTES
OCCUPANCY LOAD, EXITS, & EGRESS WIDTH CALCULATIONS
1. G.C. TO INSTALL FIRE EXTINGUISHERS AS NOTED, BUT NOT LIMITED TO, THE
FOLLOWING LOCATIONS (VERIFY W/ AHJ);
·STOCKROOMS
·ALL EMERGENCY EXIT PERIMETER DOOR
·STAFF ENTRANCES
·NEAR ALL CASHPOINTS
·ALL FITTING ROOM AREAS
·ALL DEPARTMENTS WITHOUT A CASHPOINT OR FITTING ROOM
2. FIRE EXTINGUISHERS IN LAN AND ELECTRICAL ROOM TO BE CO2 TYPE.
3. G.C. TO INSTALL FRAMED EMERGENCY EVACUATION MAPS INDICATING ALL
EXITS AND EQUIPMENT (FIRE EXTINGUISHER, PULL STATION FIRE HOSE, ETC.)
POSTED AS REQUIRED. MAPS TO BE LEGIBLE, AND EASILY VISIBLE AT
FOLLOWING LOCATIONS;
·LAN ROOM
·STOCKROOMS & NIGHTBOX
·VISUAL/DECO AREAS
·ABOVE FIRE EXTINGUISHERS (WHERE POSSIBLE)
4. ALL FIRE EXTINGUISHERS SHALL BE CLEARLY MARKED WITH A FLAG SIGN
PLACED AT MINIMUM 8'-0" A.F.F. AND MAXIMUM OF 9'-6" A.F.F.
5.FIRE ALARM PUSH BUTTON/PULL STATIONS LOCATED AT STAFF ENTRANCE
AND EMERGENCY EXITS.
6. EXIT SIGNS LOCATED AT STAFF ENTRANCE AND EMERGENCY EXITS.
7. EXISTING FIRE EXTINGUISHERS TO REMAIN IF POSSIBLE, G.C. TO ENSUREGOOD WORKING ORDER AND CLEAN TO LIKE NEW CONDITION.
LOCATION FUNCTION OF SPACE AREA (S.F.)
OCCUPANT
LOAD
(PERSONS)
MULTIPLIER
(PER CODE/
SECTION)
EGRESS WIDTH
REQUIRED
(INCHES)
EGRESS WIDTH
FURNISHED
(INCHES)
SALES AREA (GROUND FLOOR)
+ DISPLAY/POSTER
WINDOWS +
FITTING ROOMS:
MERCANTILE 9,033.6 9,033.6/ 30 = 301
0.15"/PERSON 48"(44" MIN. FOREGRESS PATH
FURNISHED
36" MIN. FOR AISLEWIDTH FURNISHED,
SEE SHEET A-000)
228" (FOR (2) EXITSFROM SALES AREA)CLICK AND COLLECT STORAGE 206.3 206.3 / 30 = 7
ELEVATOR/MACHINEROOM + VOID
SPACE + EXIT
CORRIDOR
UNOCCUPIED 335.5 335.5 / 30 = 12
0.15"/PERSON
TOTAL 2 EXITS REQ'D. PER
(CODE)9,575.4 320
SEMI-RECESSED FIRE CABINET 3
SCALE: 3" = 1'-0"
188'-0"
117'-2"
113'-10"
F.E. 2
(MAX. TRAVEL DISTANCE = 250 FT)
F.E.
EX.
POINT C TO EXIT 1
POINT C TO EXIT 2
112'-4"
97'-1"
F.E. EX.
F.E. RE.
NOT USED
NOT USED
EXIT
1 02.13.23 REVISED PER CITY COMMENTS
1
1
30
"
x
6
0
"
30
"
x
6
0
"
PLASTIC PAPER TRASH
BA
R
W
I
T
H
H
I
G
H
S
T
O
O
L
S
&
O
U
T
L
E
T
S
50" TV
30
"
x
6
0
"
DECO TABLE & SHELVING:REUSE EXISTING TABLE AND
SHELVES FROM THE
OLD DECO ROOM.
F
PROCESSING TABLEADJUSTABLE HEIGHT.ELECTRICITY REQUIRED INFLOOR. Art.NO 102043-01
F.E.
EX.
F.E.
RE.
F.E.EX.
F.E.EX.
3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER
3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER3-TIERLOCKER
F.E.
EX.
F.E.EX.
WINDOW 1DISPLAY
101
WINDOW 2DISPLAY
102
AREA (WOMEN'S)SALES
104
ROOM #2FITTING
105
ROOMSTOCK
106
WINDOW 3DISPLAY
103
ROOMSTAFF
117
WASHROOM MEN'S
107
ROOMLAN
115
ADMIN
114
WASHROOM WOMEN'S
108
MICROWAVEWATERCOOLER
ROOMELECTRICAL
113
ROOMSECURITY
112
HALLWAY
109
ROOMVISUAL
110
ROOMJANITOR'S
111
ROOMMEETING
116
F.E.
EX.
W
W
W
W
W
W
W
WW
W
W
W
W
W
W W
RELOCATEDVENDINGMACHINE
RELOCATEDVENDINGMACHINE
EXIT. 1
EXIT. 2
EXIT. 3*
*
*
PT. 'A'
PT. 'C'
PT. 'D'PT. 'B'
5'
-
3
12"
6'
-
1
1
58"
DIAGON
A
L
D
I
S
T
A
N
C
E
O
F
AREA SE
R
V
E
D
=
1
6
4
'
-
0
"
SEPARA
T
I
O
N
O
F
E
X
I
T
S
=
101'-8"
EX
I
T
EX
I
T
EXIT
EXIT
EX
I
T
3'
-
8
"
5'
-
1
1
78"
5'
-
1
14"
5'-734"
4'-514"
5'-1078"
3'
-
8
"
5'
-
8
58"
3'
-
8
"
CL
E
A
R
,
TY
P
.
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
EGRESS PLAN - UPPER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
LF
A-120
EGRESS PLAN
UPPER LEVEL
1. MAINTAIN 3'-8" CLEAR PATH BETWEEN THE EXIT DOORS AT ALL TIMES.MAINTAIN 3'-0" CLEAR PATH BETWEEN FLOOR FIXTURES.
2. VERIFY EXIT SIGNS COORDINATE W/PATH OF EGRESS. REPORT ANYDISCREPANCIES TO ARCHITECT / ENGINEER PRIOR TO ROUGH- IN.
3. PER (IBC 2021/1017.2) 'EXIT ACCESS TRAVEL DISTANCE', FOR OCCUPANCY'M', TRAVEL DISTANCE NOT TO EXCEED 250 FEET FOR BUILDINGS EQUIPPEDTHROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCEWITH CODE.
4.EXIT OR EXIT ACCESS DOORWAY ARRANGEMENT: WHERE ACCESS TO TWOOR MORE EXITS ARE REQ'D., AT LEAST TWO EXIT DOORS OR EXIT ACCESSDOORWAYS SHALL BE ARRANGED IN ACCORDANCE WITH THE PROVISIONSOF (IBC 2021/1007.1.1)
·1/3 DIAG. DISTANCE OF AREA SERVED = 164'-0" / 3 = 54'-8"
·DISTANCE BETWEEN 2 CLOSEST EXITS = 101'-8"
·EXITS ARE IN COMPLIANCE
LOCATION TRAVEL PATH MAXIMUM TRAVEL DISTANCE
SALES AREA
EXIT ACCESS
POINT A TO EXIT 1
POINT A TO EXIT 2
POINT B TO EXIT 1
POINT B TO EXIT 2
165'-9"
EXIT TRAVEL DISTANCE
EGRESS NOTES
POINT C TO EXIT 2
121'-2"
141'-1"
89'-6"
71'-2"
FIRE EXTINGUISHER / FIRE ALARM NOTES
1. G.C. TO INSTALL FIRE EXTINGUISHERS AS NOTED, BUT NOT LIMITED TO, THE
FOLLOWING LOCATIONS (VERIFY W/ AHJ);
·ELECTRICAL ROOM
·LAN ROOM
·STOCKROOMS & NIGHTBOX
·VISUAL/DECO AREAS
·ALL EMERGENCY EXIT PERIMETER DOOR
·STAFF ENTRANCES
·LOUNGE/KITCHEN
·NEAR ALL CASHPOINTS
·ALL FITTING ROOM AREAS
·NEAR JANITOR'S CLOSET/CLEANING ROOM
·ALL DEPARTMENTS WITHOUT A CASHPOINT OR FITTING ROOM
2. FIRE EXTINGUISHERS IN LAN AND ELECTRICAL ROOM TO BE CO2 TYPE.
3. G.C. TO INSTALL FRAMED EMERGENCY EVACUATION MAPS INDICATING ALLEXITS AND EQUIPMENT (FIRE EXTINGUISHER, PULL STATION FIRE HOSE, ETC.)
POSTED AS REQUIRED. MAPS TO BE LEGIBLE, AND EASILY VISIBLE AT
FOLLOWING LOCATIONS;
·LAN ROOM
·STOCKROOMS & NIGHTBOX
·VISUAL/DECO AREAS
·ABOVE FIRE EXTINGUISHERS (WHERE POSSIBLE)
4. ALL FIRE EXTINGUISHERS SHALL BE CLEARLY MARKED WITH A FLAG SIGN
PLACED AT MINIMUM 8'-0" A.F.F. AND MAXIMUM OF 9'-6" A.F.F.
5.FIRE ALARM PUSH BUTTON/PULL STATIONS LOCATED AT STAFF ENTRANCE
AND EMERGENCY EXITS.
6. EXIT SIGNS LOCATED AT STAFF ENTRANCE AND EMERGENCY EXITS.
7. EXISTING FIRE EXTINGUISHERS TO REMAIN IF POSSIBLE, G.C. TO ENSURE
GOOD WORKING ORDER AND CLEAN TO LIKE NEW CONDITION.
OCCUPANCY LOAD, EXITS, & EGRESS WIDTH CALCULATIONS
LOCATION FUNCTION OF SPACE
AREA (S.F.)
OCCUPANT
LOAD
(PERSONS)
MULTIPLIER
(PER IBC
2021/
1005.3.2)
EGRESS WIDTH
REQUIRED
(INCHES)
EGRESS WIDTH
FURNISHED
(INCHES)
SALES AREA (GROUND LEVEL) +
DISPLAY WINDOWS
+
FITTING ROOMS +OFFICES + SUPPORT
AREAS:
MERCANTILE 7,842.11 7,842.11/ 30 = 262
0.15"/PERSON
54"
(44" MIN. FOREGRESS PATH
FURNISHED
36" MIN. FOR AISLEWIDTH FURNISHED,
SEE SHEET A-000)
290" (FOR (3) EXITS)STOCK ROOM STORAGE 1,597.04 1,597.04/ 30 = 54
STAIRWELL +
ELEVATOR +
WASHROOMS +ELECTRICAL ROOM +VOID SPACE
UNOCCUPIED 1,312.55 1,312.55/ 30 = 44
TOTAL 2 EXITS REQ'D., 3 PROVIDED(EXISTING)10,751.7 360
POINT C TO EXIT 3 52'-4"
POINT D TO EXIT 2 61'-1"
*
SYMBOL DESCRIPTION
F.E.1 DENOTES 10 LBS. ABC 10-W. UNIT MOUNTED TO WALL W/HANGER (NO CABINET). LOCATION OF FIRE EXTINGUISHERS ON
PLAN ARE TENANT'S MINIMUM REQUIREMENTS. G.C. TO FURNISH
& INSTALL AND SHALL COORDINATE WITH TENANT'SREPRESENTATIVE AND LOCAL FIRE MARSHAL FOR ADDITIONALREQUIRED LOCATIONS.
FE. EX./ F.E. RE. DENOTES EXISTING WALL MOUNTED 10 LBS. ABC10-W UNIT TO REMAIN, G.C. TO ENSURE GOOD WORKING
ORDER AND CLEAN TO LIKE NEW CONDITION
F.E. RE. DENOTES EXISTING 10 LBS ABC 10-W UNIT TO BE
RELOCATED, G.C. TO ENSURE GOOD WORKING ORDER ANDCLEAN TO LIKE NEW CONDITION.
F.E.2 DENOTES 10 LBS. UNIT IN WHITE SEMI-RECESSED CABINETCENTERED ON RESPECTIVE WALL OR BETWEEN ADJACENT
ELEMENTS.
(SPEC # 118-EL SEMI-RECESSED TYPE FROM STRIKE FIRST CORPWWW.STRIKEFIRSTUSA.COM) LOCATION OF FIRE EXTINGUISHERS
ON PLAN ARE TENANT'S MINIMUM REQUIREMENTS. G.C. TO
PROVIDE & INSTALL AND SHALL COORDINATE WITH TENANT'SREPRESENTATIVE AND LOCAL FIRE MARSHAL FOR ADDITIONALREQUIRED LOCATIONS.
(SPEC # 118-EL-SG FOR CABINETS IN FIRE-RATED WALLS)
EXISTING SEMI RECESSED FIRE EXTINGUISHER CABINET, G.C. TO
ENSURE GOOD WORKING ORDER. CLEAN TO LIKE NEW
CONDITION.
LOCATION OF FRAMED EMERGENCY EVACUATION MAP.ARCHITECT TO FURNISH PDF OF MAPS; G.C. TO PRINT ANDMOUNT IN G.C. FURNISHED BLACK FRAME (REALSPACE SLIMLINE
FRAME, 8-1/2"H X 11"W, CLEAR.) G.C. TO COORDINATE WITH
H&M PM FOR LOCATIONS. MOUNTED ABOVE FIRE EXTINGUISHER
(WHERE POSSIBLE).
LOCATION OF EMERG. FLASHLIGHT DORCY 41-1032. FURNISHED
AND INSTALLED BY G.C. SEE DETAIL 3/A110 FOR MOUNTING
HEIGHT. ALL STOCK ROOMS, ADMIN ROOM AND SEPARATE
VISUAL ROOM TO RECEIVE FLASHLIGHTS. G.C. TO COORDINATEWITH TENANT'S REP. FOR ADDITIONAL LOCATIONS.
44" MIN. WIDE ACCESSIBLE MEANS OF EGRESS PATH
EXIT POINT OF EGRESS PATH
START POINT OF TRAVEL
EXIT SIGNS, WALL / CELING MOUNTED (ARROW REPRESENTS
DIRECTIONAL SIGN), TACTILE EXIT SIGNS TO BE FURNISHED BY
G.C. AS REQUIRED PER LOCAL AHJ; SEE RCP SHTS.
SAFE AREA DOOR SECURING DEVICE. G.C. TO FURNISH BACK TO
BACK STUD IN WALL FOR ATTACHMENT OF BARRICADE BOX.
REFER TO DOOR SCHEDULE SHT. FOR MORE INFO. TO BEINSTALLED IN ALL STOCKROOM DOORS.
G.C. TO PROVIDE TACTILE EXIT SIGN ADJACENT TO ALL EXIT
DOORS IF NOT ALREADY PRESENT. SIGNAGE TO BE MOUNTED AT
48" A.F.F. REFER TO 2/A-001FOR FULL SIGNAGE REQUIREMENTS.
F.E. 1
EGRESS PLAN LEGEND
F.E. 2
F.E.
EX.
F.E. EX.
F.E. RE.
NOT USED
NOT USED
EXIT
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
UP 30R
W WWW W W
W W
W
W
HM SPACE000HM SPACE000
WINDOW 1DISPLAY
001
WINDOW 2DISPLAY
002
DIVIDEDSALES AREA
003
MENSSALES AREA
004
ROOMFITTING
005
KIDSSALES AREA
005
CORRIDOREXIT
007
COLLECTCLICK &
006
MACHINE ROOMELEVATOR
008
ELEVATOR
009
A-7301
A-7023
82
7343
5A-610
6
A-610
1A-611
7A-610
4A-610
1
A-610
2A-610
3A-610
33
70
83
69 69 69 69 69
78
75
75
78
1
A-601
001
1
77
20
75
4 7
8 27
28 29 39
26
4 7
8 27
28 29 39
2616
46 47
48 49
53 55
4 7
8 27
28 29 39
26
ALIGN
TYP.
ALIGNTYP.
ALIGN
TYP.
ALIGN
TYP.ALIGN TYP.
ALIGN
TYP.
ALIGN
TYP.
ALIGN
TYP.
007B
007A
006
008
71 89
A-6001
E
EE
E
E
N
EE
N
L
L
L
LE
Q3 Q3
Q3 R1
R1
A-7402
N
90 90
A-9011
JG
A-210
CONSTRUCTION PLAN
LOWER LEVEL
NOTE:
REFER TO SHT. A-211 FOR DIMENSION PLAN.
SYMBOL LEGEND
WALL LEGEND F&I BY G.C. (U.O.N)
SYMBOL DESCRIPTION
PARTITION TYPE -
REFER TO SHEET PARTITION TYPES SHEET
DOOR NUMBER -REFER TO DOOR SCHEDULE SHEET
ELEVATION TAG
DETAIL TAG
CONSTRUCTION TAG NOTE
X
XXX
X
SYMBOL DESCRIPTION
EXISTING PARTITION TO REMAIN:REFER TO LANDLORD WORK LETTER FOR EXTENT OF
WORK. MAINTAIN EXISTING RATING
NEW NON-RATED PARTITION:
REFER TO WALL TAG FOR PARTITION TYPE
NEW NON-RATED PARTIAL HEIGHT PARTITION:
REFER TO WALL TAG FOR PARTITION TYPE
NEW RATED PARTITION (U#465):
REFER TO CONSTRUCTION PLAN FOR PARTITION TYPE;FIRE SEAL TOP OF PARTITION & ALL PENETRATIONS TO
MAINTAIN FIRE RATING, FURNISH FRT PLYWOOD ON
WALLS AS REQ'D
NEW NON-RATED SECURITY PARTITION (ADMIN ROOM):
REFER TO CONSTRUCTION PLAN FOR PARTITION TYPE
NEW WALL INFILL:
NEW INFILL TO MATCH AND ALIGN WITH EXISTING
CONSTRUCTION / FINISHES (U.O.N.) G.C. MATCH
EXISTING WALL RATING TO MAINTAIN FIRE RATING AS
APPLICABLE.
NEW NON-RATED PARTITION WITH R19 BATTINSULATION:REFER TO WALL TAG FOR PARTITION TYPE
NEW NON-RATED PARTITION WITH SOUND INSULATION:REFER TO WALL TAG FOR PARTITION TYPE
NOTE:
REFER TO SHT. A-211 FOR DIMENSION PLAN.
NOTE:
REFER TO SHT. A-232 FOR CONSTRUCTION KEY AND GENERAL NOTES.
1. GYPSUM BOARD FINISH MUST BE LEVEL (4) FOR ALL PARTITIONS.
2. GYPSUM BOARD FINISH MUST BE LEVEL (4) FOR ALL CEILING CONSTRUCTION.
3. G.C. TO FURNISH (1) HOUR FIRE RATING (MIN.) INCLUDING DOORS AT ALL
RATED WALLS SHOWN ON CONSTRUCTION PLAN.
SYMBOL LEGEND
WALL LEGEND F&I BY G.C. (U.O.N)
NOTES:
X
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
CONSTRUCTION PLAN - LOWER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
NOT USED
NOT USED
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
1
UP 30R
W WWW W W
W W
W
W
HM SPACE000HM SPACE000
WINDOW 1DISPLAY
001
WINDOW 2DISPLAY
002
DIVIDEDSALES AREA
003
MENSSALES AREA
004
ROOMFITTING
005
KIDSSALES AREA
005
CORRIDOREXIT
007
COLLECTCLICK &
006
MACHINE ROOMELEVATOR
008
ELEVATOR
009
3'-318"1'-758"1'-758"1'-234"
1'-918"2'-138"
1'-758"1'-778"1'-5"40'-438"4'-114"6'-178"8'-238"12'-318"
2'
-
6
14"
2'
-
6
14"
2'
-
1
1
38"
26
'
-
7
78"
3'
-
3
38"
3'-778"61'-614"3'-1"3'-218"24'-714"1'-758"1'-758"26'-778"2'-258"
1'
-
8
14"
378"6'-234"
3'-318"4'-118"1'-734"1'-758"6'-178"1'-234"2'-414"22'-634"2'-414"1'-734"12'-358"2'-1"1'-734"26'-778"
2'-914"
1'
-
6
78"
3'
-
6
"
1'
-
6
78"
1'-
3
58"
8'
-
2
38"
2'-
1
1
12"
7'-712"23'-178"
19
'
-
9
"
1'-758"18'-512"2'-112"23'-938"2'-4"49'-212"8'-7"
7"
6'-9"
2'-10"
3'
-
7
58"
7'-738"3'-734"
1'-414"
6'-3"
2'-
8
58"
2'-
1
0
38"
JG
A-211
DIMENSION PLAN
LOWER LEVEL
NORTH
NOTE:
REFER TO SHT. A-221 FOR DIMENSION PLAN.
NOTE:
REFER TO SHT. A-232 FOR CONSTRUCTION KEY AND GENERAL NOTES.
SYMBOL LEGEND
SYMBOL DESCRIPTION
PARTITION TYPE -
REFER TO SHEET PARTITION TYPES SHEET
DOOR NUMBER -REFER TO DOOR SCHEDULE SHEET
ELEVATION TAG
DETAIL TAG
CONSTRUCTION TAG NOTE
X
XXX
X
1. GYPSUM BOARD FINISH MUST BE LEVEL (4) FOR ALL PARTITIONS.
2. GYPSUM BOARD FINISH MUST BE LEVEL (4) FOR ALL CEILING CONSTRUCTION.
3. G.C. TO FURNISH (1) HOUR FIRE RATING (MIN.) INCLUDING DOORS AT ALL
RATED WALLS SHOWN ON CONSTRUCTION PLAN.
SYMBOL LEGEND
NOTES:
X
WALL LEGEND F&I BY G.C. (U.O.N)
SYMBOL DESCRIPTION
EXISTING PARTITION TO REMAIN:REFER TO LANDLORD WORK LETTER FOR EXTENT OF
WORK. MAINTAIN EXISTING RATING
NEW NON-RATED PARTITION:
REFER TO WALL TAG FOR PARTITION TYPE
NEW NON-RATED PARTIAL HEIGHT PARTITION:
REFER TO WALL TAG FOR PARTITION TYPE
NEW RATED PARTITION (U#465):
REFER TO CONSTRUCTION PLAN FOR PARTITION TYPE;FIRE SEAL TOP OF PARTITION & ALL PENETRATIONS TO
MAINTAIN FIRE RATING, FURNISH FRT PLYWOOD ON
WALLS AS REQ'D
NEW NON-RATED SECURITY PARTITION (ADMIN ROOM):
REFER TO CONSTRUCTION PLAN FOR PARTITION TYPE
NEW WALL INFILL:
NEW INFILL TO MATCH AND ALIGN WITH EXISTING
CONSTRUCTION / FINISHES (U.O.N.) G.C. MATCH
EXISTING WALL RATING TO MAINTAIN FIRE RATING AS
APPLICABLE.
NEW NON-RATED PARTITION WITH R19 BATTINSULATION:REFER TO WALL TAG FOR PARTITION TYPE
NEW NON-RATED PARTITION WITH SOUND INSULATION:REFER TO WALL TAG FOR PARTITION TYPE
WALL LEGEND F&I BY G.C. (U.O.N)
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
DIMENSION PLAN - LOWER LEVEL 1
SCALE: 1/8" = 1'-0"
NOT USED
NOT USED
WINDOW 1DISPLAY
101
WINDOW 2DISPLAY
102
AREA (WOMEN'S)SALES
104
ROOM #2FITTING
105
ROOMSTOCK
106
WINDOW 3DISPLAY
103
ROOMSTAFF
117
WASHROOM MEN'S
107
ROOMLAN
115
ADMIN
114
WASHROOM WOMEN'S
108
ROOMELECTRICAL
113
ROOMSECURITY
112
HALLWAY
109ROOMVISUAL
110
ROOMJANITOR'S
111
ROOMMEETING
116
W
W
W
W
W
W
W
WW
W
W
W
W
W
W W
A-6002
2A-601
A-7311
A-7401
A-7023
101
115
114
113 112 110
109A
108
107
109B
104
111
106B
1
1
1
1
1
1
4 7
8 27
28 29 39
26
46 47
48 49
7A-611
2A-611 3A-611
4A-611
5A-611
6A-611
53 55
4 7
8 27
28 29 39
26
78
78
78
78
78
86
77
82
7343
75
75
75
7522 22
20
33
69
69 69
53 55
4 7
8 27
28 29 39
26
70
15
83
106AL
L
ALIGNTYP.
90
A-9011 LF
A-220
CONSTRUCTION PLAN
UPPER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
CONSTRUCTION PLAN - UPPER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
NOTE:
REFER TO SHT. A-232 FOR CONSTRUCTION KEY AND GENERAL NOTES.
REFER TO SHT. A-740 FOR BOH DIMENSIONS AND A-730 SERIES SHTS. FOR FITTING
ROOM DIMENSIONS
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
WINDOW 1DISPLAY
101
WINDOW 2DISPLAY
102
AREA (WOMEN'S)SALES
104
ROOM #2FITTING
105
ROOMSTOCK
106
WINDOW 3DISPLAY
103
ROOMSTAFF
117
WASHROOM MEN'S
107
ROOMLAN
115
ADMIN
114
WASHROOM WOMEN'S
108
ROOMELECTRICAL
113
ROOMSECURITY
112
HALLWAY
109ROOMVISUAL
110
ROOMJANITOR'S
111
ROOMMEETING
116
W
W
W
W
W
W
W
WW
W
W
W
W
W
W W
16'-
5
"
2'-0"
1'-10"16'-478"
EQ.26'-8"EQ.
EQ.22'-758"EQ.
1'-8"
6'-178"18'-6
1
2
"
11
3
4
"
1'
-
1
0
"
10
'
-
4
"
1'-3"12'-358"
1134"8'-338"
1'-0"14'-514"
14'-514"2'-912"23'-938"2'-0"26'-778"
13'-1014"
CENTERLINE OF FIRST POST 8'
-
1
1
14"
CL
O
F
F
I
R
S
T
P
O
S
T
20'-7"
5'
-
1
0
14"
10
'
-
1
1
"
10
12"
1'-938"
(1'-0"MIN.)
2'-158"1'
-
8
34"
6'
-
2
34"
678"
NOTE:
REFER TO SHT. A-232 FOR CONSTRUCTION KEY AND GENERAL NOTES.
REFER TO SHT. A-740 FOR BOH DIMENSIONS AND A-730 SERIES SHTS. FOR FITTING
ROOM DIMENSIONS
LF
A-221
DIMENSION PLAN
UPPER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
DIMENSION PLAN - UPPER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
1. G.C. IS RESPONSIBLE TO FIELD-VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE SPACE. FAILURE TO PROPERLY VERIFY EXISTINGCONDITIONS DOES NOT RELIEVE G.C. OF ANY EXPENSES ORRESPONSIBILITIES RESULTING FROM THAT FAILURE.
2. CONTRACTOR TO FURNISH PARTITION LAYOUT FOR ARCHITECT'S/H&M'S APPROVAL BEFORE CONSTRUCTION FOR CONFIRMATION OFALL DIMENSIONS. G.C. TO COORDINATE ALL DIMENSIONS WITH H&MFIXTURE DIMENSIONS.
3. SEE FITTING ROOM ENLARGED PLANS, ELEVATIONS, & DETAILS SHEETFOR FITTING ROOM LAYOUT.
4. G.C. TO FURNISH SHOP DRAWINGS FOR ARCHITECT'S APPROVALBEFORE FABRICATION OF ALL FINISHES, HARDWARE & COMPONENTS.SEE SHOP DWG. LIST ON GENERAL NOTES & RESPONSIBILITY SCHEDULESHEET.
5. IN CASE OF DISCREPANCY BETWEEN ARCHITECT'S & ENGINEER'SDRAWINGS, THE MORE STRINGENT, HIGHER QUANTITY OR HIGHERQUALITY SHALL PREVAIL. CONTRACTOR TO INFORM ARCHITECT & H&MPROJECT MANAGER OF ANY DISCREPANCIES PRIOR TO SUBMITTINGBID.
6. G.C. TO VERIFY ALL DIMENSIONS OF MILLWORK, FIXTURES & FITTINGROOMS WITH H&M PRIOR TO LAYOUT.
7. G.C. TO PATCH, REPAIR AS REQUIRED & PAINT ALL GYP. BD. COLUMNWRAPS & EXPOSED AREAS AT EXISTING WINDOW WALLS & ALLEXISTING GYP. BD.
8. G.C. TO COORDINATE CONSTRUCTION TIMING WITH H&M SCHEDULEPRIOR TO CONSTRUCTION START. ANY CHANGE TO CONSTRUCTIONSCHEDULE MUST BE SENT TO H&M PM FOR REVIEW & APPROVAL.
9. ALL PLYWOOD BACKING/BLOCKING IS FIRE RESISTANT (F.R.) / FIRERETARDANT TREATED (FRT).
10. G.C. IS RESPONSIBLE FOR PROVIDING ALL BRACING /BLOCKING ASREQUIRED BY CODE & STRUCTURAL NECESSITY FOR ALL FIXTURESAFFIXED TO WALLS AND CEILINGS. SEE FIXTURE DETAILS & PARTITIONTYPES FOR CONNECTION DETAILS.
11. SEE MEP DRAWINGS FOR ADDITIONAL NOTES.
12. ALL WORK TO COMPLY WITH ALL APPLICABLE LOCAL, STATE & FEDERALBY-LAWS & CODE REQUIREMENTS.
13. G.C. TO PROTECT & MAINTAIN EXISTING FIRE PROOFING AROUNDCOLUMN & BEAMS & ALL STRUCTURAL MEMBERS TYPICALTHROUGHOUT. REPAIR/REPLACE ANY DAMAGED FIREPROOFING ASREQ'D. DUE TO CONSTRUCTION.
14. G.C. TO FIREPROOF ALL NEW STRUCTURAL ELEMENTS TO INCLUDE BUTNOT LIMITED TO BEAMS, JOISTS, COLUMNS, ETC. AS REQ'D. PER LL ORGOVERNING CODE. G.C. TO MATCH NEW FIREPROOFING WITHEXISTING.
15. EXISTING STRUCTURAL SLAB SHALL NOT BE TRENCHED, CUT ORDAMAGED IN ANY WAY WITHOUT WRITTEN DIRECTION FROMSTRUCTURAL E.O.R. & APPROVAL BY THE LANDLORD.
16. COORDINATE EXACT SAFE LOCATION WITH H&M. G.C. TO FURNISHNECESSARY SUPPORT FOR SAFE.
17. G.C. TO FURNISH ALL NECESSARY SIGNS (INCL. THOSE PER CODE FORACCESSIBILITY) FOR TOILETS, FITTING ROOMS, STAIRS, ELEVATORS (ASREQ'D.).
18. G.C. TO FURNISH ALL BOH CORNER GUARDS.
19. G.C. IS SOLELY RESPONSIBLE TO TEST MOISTURE CONTENT OFSUB-FLOOR PRIOR TO INSTALLATION OF ALL FINISH FLOORINGMATERIALS & MAINTAIN PROPER TEMPERATURE & HUMIDITY LEVELS PERMANUFACTURERS SPECIFICATIONS.
20. NOTHING IS PERMITTED TO ATTACH TO, SUSPENDED FROM, ORPENETRATE ROOF DECK. G.C. MAY ONLY ATTACH TO TOP CHORD OFJOIST(S) OR I-BEAMS PER LANDLORD REQUIREMENT. ALLWALL/CLG./OVERHEAD CONSTRUCTION TO BE SUPPORTED IN THISMANNER. NO WELDING OR SHOOTING INTO STRUCTURE IS PERMITTED.COORDINATE EXTENT OF EXACT REQUIREMENTS WITH LANDLORD'SREP.
21. STRUCTURAL REINFORCING DETAILS TO BE FURNISHED BY A REGISTEREDSTRUCTURAL ENGINEER TO LANDLORD FOR APPROVAL AS WELL ASFOR COORDINATION OF EQUIPMENT SUPPORT OR SUSPENSION,SERVICE PLATFORMS, DECK PENETRATIONS, ETC. (AS REQ'D.)
22. ANY LANDLORD EQUIPMENT OR COMPONENT EXISTING IN THE SPACEMUST REMAIN VISIBLE & ACCESSIBLE. G.C. TO COORD. ANY REQ'D
ACCESS W/H&M PM, LANDLORD REP. & ARCHITECT.
23. ALL CONCRETE PATCHING MUST BE LEVEL WITH EXISTING CONCRETEFLOOR.
24. G.C. TO COORDINATE ALL RATED WALLS WITH M.E.P. DRAWINGS.FURNISH FIRE &/OR FIRE/SMOKE DAMPERS &/OR FIRE CAULKING (ASREQ'D.).
25. G.C. TO INSTALL ALL ELECTRICAL DEVICES & EQUIPMENT AT CENTERLINEOF COLUMN FACE, TYP., U.O.N.
26. DO NOT SCALE THESE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.SUBMIT TO ARCHITECT ANY DISCREPANCIES FOR CLARIFICATION. REFERTO RESPONSIBILITY SCHEDULE.
27. FURNISH ACCESSIBILITY FOR PHYSICALLY HANDICAPPED PER (LOCALACCESSIBILITY CODE).
28. G.C. TO ENSURE ALL INTERIOR WALL BLOCKING IS INSTALLED PRIOR TOAPPLYING WALL FINISHES. COORDINATE LOCATION OF BLOCKINGWITH H&M FIXTURE MANUFACTURERS.
29. NEW STOREFRONT GLAZING TO BE TEMPERED SAFETY GLASS. ALLEDGES MUST BE GROUND & POLISHED.
30. ALL FLOOR ELECTRICAL BOXES TO BE INSTALLED FLUSH W/ NEWFLOORING AT CASHWRAP & FIXTURES W/ POWER AS SHOWN ONELECTRICAL SHEETS. REFER TO FLOOR & MISC. DETAILS SHEET &ELECTRICAL DRAWINGS.
31. G.C. TO VERIFY ALL COLUMN LOCATIONS & CONDITIONS. NOTIFYARCHITECT OF ANY DISCREPANCIES. ALL GYP. BD. SURFACES TO BE ALEVEL 4 FINISH PRIOR TO PAINTING.
32. SAW CUTTING (ALLOWED IN SLAB-ON-GROUND CONDITIONS ONLY)& CORE DRILLING MUST OCCUR OUTSIDE OF MALL OPERATING HOURS.
COORD. W/ MALL'S REP.
33. ALL FLOOR PENETRATIONS MUST BE SLEEVED & SEALED LIQUID TIGHT.FIRE-STOPPING IS REQUIRED USING APPROPRIATE UL METHOD.
34. ALL PLYWOOD BACKING/BLOCKING IS FIRE RESISTANT. G.C.RESPONSIBLE FOR PROVIDING ALL BRACINGS/BLOCKING REQUIRED BYCODE AND STRUCTURAL NECESSITY FOR ALL FIXTURES, SIGNAGE,LIGHTING, ETC. AFFIXED TO WALLS AND CEILINGS. ALL EXPOSED HOODTRIM IS NOT REQUIRED TO BE FRT
35. COORDINATE WITH MECHANICAL DRAWINGS FOR SIZE & LOCATIONSOF RETURN AIR LOUVERS IN CEILING OR WALLS.
36. G.C. IS RESPONSIBLE FOR STORAGE OF ALL DELIVERED MATERIALS,FIXTURES, ETC. DURING CONSTRUCTION OF STORE. G.C. HAS 48HOURS UPON RECEIPT OF ANY ITEM TO CHECK-IN SAID ITEM & NOTEANY DAMAGE OF ITEM. G.C. TO NOTIFY H&M OF ANY DAMAGEDITEM(S) WITHIN THIS 48 HOUR PERIOD. IF NO NOTIFICATION OCCURSWITHIN THE 48 HOUR PERIOD, G.C. ASSUMES RESPONSIBILITY FORCONDITION OF ITEM.
37. G.C. TO BEGIN CONSTRUCTION OF LEASED SPACE WITH INSTALLATIONOF FLOOR TILE AFTER DEMOLITION IS COMPLETED IN PHASE. ALL OTHERNEW CONSTRUCTION SHALL OCCUR ON TOP OF FLOOR TILE. AFTERFLOOR TILE HAS BEEN INSTALLED G.C. TO COVER TILE TO PROTECT ASREQUIRED. AFTER FLOOR TILE HAS BEEN INSTALLED G.G. SHALL NOTALLOW THE USE OF LIFTS FOR ANY FURTHER CONSTRUCTION OF THELEASED SPACE.
38. ALL ANTI-THEFT WIRING DIMENSIONS & LOCATIONS BY TENANTVENDOR.
39. WARDROBE TOP CONNECTORS TO BE INSTALLED BEHIND WARDROBEHEADER CONNECTORS AND NOT TO BE EXPOSED TO SALES FLOOR.
40. ALL PLUMBING WALLS ARE TO BE 6" METAL STUD CONSTRUCTION.
41. DRYWALL AT DEMISING WALLS MUST CONTINUE TO METAL DECK(MUST BE FIRE TAPED OR FIRE CAULKED TO DECK AS REQ'D BY CODE).ABOVE, TO BE TAPED & PRIMED TO ABOVE FINISH CEILING ELEVATIONOR DESIGNATED SALES AREA HT IN OPEN CLG.
42. ALL WORK SHALL BE IN LOCAL COMPLIANCE W/ ADOPTED LOCALCODES, AIA A-210 CONDITIONS OF CONTRACT FOR CONSTRUCTION,RECOGNIZED INDUSTRY STANDARDS IN THE AREA, ALLMANUFACTURERS RECOMMENDATIONS, & ALL OTHER APPLICABLECODES.
43. G.C. TO VERIFY WITH LANDLORD THE MAXIMUM DEPTH OF ANYPENETRATIONS OR ANCHORS INTO THE SLAB BEFORE SLAB WORKBEGINS.
44. ALL LARGE SALES AREA FIXTURES OVER 5'-9" H. TO BE PROPERLYSECURED TO FLOOR OR WALL.
45. G.C. RESPONSIBILITY TO ENSURE THAT THERE IS ADEQUATE ACCESSINTO SPACE FOR ALL LARGE FIXTURES.
46. H&M ELEVATOR IS NOT TO BE UTILIZED BY G.C. FOR ANY PURPOSES.
CONSTRUCTION GENERAL NOTES
KEY NOTES
JG
A-222
CONSTRUCTION PLAN
GENERAL AND
SYMBOL DESCRIPTION
TENANT LEASE LINE. PROJECT TEAM TO VERIFY IN FIELD.
STOREFRONT LEASE LINE AT POP-OUT. PROJECT TEAM TO VERIFY IN FIELD.
PROJECT TEAM TO FIELD VERIFY ANY NEW UTILITIES INSTALLED BY LANDLORD PRIOR TO START OF CONSTRUCTION AND NOTIFY OWNER IN WRITING OF FINDINGS.
ALL PLAN DIMENSIONS TO FINISH FACE OF PARTITION UNLESS NOTED OTHERWISE. FACE OF GYP. BD. WALLS, UNLESS OTHERWISE NOTED. ALL "EQ - EQ" DIMENSIONS ARE CONSIDERED TO BE MEASURED FROM
ADJACENT ARCHITECTURAL OR FIXTURE ELEMENT ON PLAN.
G.C. TO FURNISH & INSTALL TYPE 'X' 5/8" THK. GYP BD. WHERE GYP. BD. IS NOT EXISTING ON TENANT SIDE OF DEMISING WALLS. FIRE TAPE, CAULK, & SEAL AS REQUIRED TO MAINTAIN RATING PER CODE.
RATING TO BE 1 HR. (UL#465) U.N.O.
G.C. TO FURNISH & INSTALL TYPE 'X' 5/8" THK. GYP BD. AT STOREFRONT ON LANDLORD'S STOREFRONT CURB / BASE AND/OR WHERE GYP. BD. IS NOT EXISTING ON TENANT SIDE OF LANDLORD BULKHEAD. FIRE
TAPE, CAULK, & SEAL AS REQUIRED TO MAINTAIN RATING PER CODE.
G.C. TO FURNISH NEW OR REPAIR EXISTING SPRAY-ON FIREPROOFING (WHERE APPLICABLE) TO MAINTAIN RATING AT ALL EXISTING OR NEW COLUMNS, BEAMS, AND FLOOR DECKS IF REQUIRED. TYPICAL FOR
ENTIRE H&M LEASED AREA.
G.C. TO FIRE RATE ALL PENETRATIONS WITHIN TENANT SPACE (AS APPLICABLE) TO MEET CODE REQUIREMENTS.
APPROXIMATE LOCATION OF EXISTING EXPANSIONS JOINT IN TENANT SPACE, G.C. TO V.I.F. REFER TO SHT. A-710 & A-720 FOR EXPANSION JOINT COVER / CONSTRUCTION INFO.
1
2
3
4
5
6
7
8
9
CONSTRUCTION KEY NOTES
ESCALATOR FURNISHED BY G.C. G.C. TO COORDINATE FLOOR SLAB OPENINGS BETWEEN FLOORS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES. REFER TO VENDOR SHOP
DRAWINGS AND A-900 SHEETS FOR MORE INFO.
ELEVATOR FURNISHED BY G.C. G.C. TO COORDINATE FLOOR SLAB OPENINGS BETWEEN FLOORS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES. REFER TO VENDOR SHOP
DRAWINGS AND A-900 SHEETS FOR MORE INFO.
EXISTING GUARD RAIL & STAIR RAILING TO BE REMOVED, ELECTROSTATICALLY PAINTED & REINSTALLED BY G.C. REFER TO FINISH PLAN & SCHEDULE FOR PAINT FINISH AND A-910 FOR MOUNTING HEIGHTS.
DASHED LINE OF PAINTED GYP. BD. SOFFIT/HEADER ABOVE. SEE RCP SHT. FOR MORE INFO.
DASHED LINE OF PAINTED GYP. BD. SOFFIT ABOVE REFRIGERATOR. U.S. OF SOFFIT TO BE 6" ABOVE REFRIGERATOR, G.C. TO VERIFY HEIGHT OF REFRIGERATOR. SEE RCP SHT. FOR MORE INFO.
G.C. TO PROVIDE EXTRA MTL. FRAMING AND HEADER STRUCTURE AT ALL DOORS WIDER THAN 36", TYP. REFER TO DOOR DETAILS SHEET FOR MORE INFO.
31
32
33
34
35
36
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
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12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
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NOT USED
EXISTING WALL FIXTURES TO REMAIN AS IS
EXISTING COLUMN ENCLOSURE TO REMAIN; REFER TO FINISH PLAN FOR NEW FINISH SPECS
EXISTING STAIRCASE TO REMAIN AS IS, PREPARE TILE FLOORING TO RECEIVE NEW VINYL FINISH.
EXISTING ELEVATOR TO REMAIN AS IS, G.C. TO DEEP CLEAN TO LIKE NEW CONDITION.
LINE OF VOID OPENING ABOVE
POSTER RAILING SUPPLIED BY H&M, INSTALLED BY G.C.; REFER TO ELEVATIONS
68
69
70
71
72
73
G.C.TO DEEP CLEAN EXISTING EXTERIOR STOREFRONT FINISH (TO REMAIN)74
EXISTING STOREFRONT GLAZING TO REMAIN AS IS75
NEW STOREFRONT GLAZING TO MATCH EXISTING ADJACENT GLAZING; REFER TO STOREFRONT DETAILS76
EXISTING ROLL-UP GRILL TO REMAIN; G.C. TO VERIFY ALL IS IN GOOD WORKING ORDER77
EXISTING STOREFRONT FINISHES WITH NEW FINISHES OVER TOP; REFER TO DEMO PLAN AND STOREFRONT DETAILS78
EXISTING SIGNAGE TO REMAIN AND TO BE CLEANED79
EXISTING DOORS TO REMAIN AS IS; G.C. TO VERIFY ALL EXISTING HARDWARE IS IN GOOD WORKING ORDER AND REPAIR/REPLACE AS REQUIRED80
WALLS WHERE METAL CLADDING HAS BEEN REMOVED TO BE RECLAD IN DRYWALL, READY TO RECEIVE NEW PAINT FINISH81
H&M IT WILL PULL BACK THE WIRES FROM THE EXISTING CASHPOINT & RE-RUN THEM ONCE NEW CASHPOINTS ARE INSTALLED.82
GC TO APPLY NEW VINYL TO GUARD RAIL GLASS AT STAIRS.83
STOREFRONT ENTRY & SAFETY GLASS GLAZING SYSTEM; REFER TO GENERAL NOTES/RESPONSIBILITY SCHEDULE & STOREFRONT SHTS. FOR MORE INFO.
NEW ENTRY VESTIBULE AND DOORS BY H&M - REFER TO GENERAL NOTES/RESPONSIBILITY SCHEDULE & STOREFRONT SHTS. FOR MORE INFORMATION..
EXISTING NEDAP STOREFRONT SECURITY ANTENNA PANEL SYSTEM, TO REMAIN AS IS.
G.C. TO CORE, PATCH CONCRETE SLAB AND FURNISH CONDUIT FOR LOSS PREVENTION SECURITY PEDESTAL. COORDINATE WITH H&M VENDOR AND ELECTRICAL DRAWINGS PRIOR TO ROUGH-IN.
G.C. TO FURNISH AND INSTALL (FLOOR TO CEILING HIGH) METAL SCREEN (HEAVY DUTY ALUMINUM FOIL OR EQUAL) AND AT LEASE 2'-4" WIDE BEHIND GYP. BD. AT ENTRY AREA. SEE STOREFRONT SHEETS FOR
SPEC & MORE INFO. G.C. TO COORDINATE WITH H&M P.M. FOR LOCATION AND FOR MORE INFORMATION.
STOREFRONT WINDOW PLATFORM TO BE BUILT AND INSTALLED BY G.C. REFER TO STOREFRONT SHTS. FOR MORE INFORMATION. G.C. TO FURNISH AND COORDINATE ELECTRICAL REQUIREMENTS OF PLATFORM
(TYP.) SEE ELEC. DRAWINGS. G.C. TO FURNISH SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
OPEN WINDOW PODIUM TO BE BUILT AND INSTALLED BY G.C. REFER TO STOREFRONT SHTS. FOR MORE INFORMATION. G.C. TO FURNISH AND COORDINATE ELECTRICAL REQUIREMENTS OF PLATFORM (TYP.)SEE ELEC. DRAWINGS. G.C. TO FURNISH SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
FULL HEIGHT FRAMELESS GLASS DISPLAY DOOR PROVIDED AND INSTALLED BY G.C. COORDINATE FINAL INSTALLATION WITH H&M PROJECT MANAGER. REFER TO SHT. A-800 FOR MORE INFORMATION..
PARTIAL HEIGHT FRAMELESS GLASS DISPLAY DOOR PROVIDED AND INSTALLED BY G.C. COORDINATE FINAL INSTALLATION WITH H&M PROJECT MANAGER. REFER TO SHT. A-800 FOR MORE INFORMATION..
FULL HEIGHT FLUSH WOODEN DISPLAY DOOR FURNISHED AND INSTALLED BY G.C. COORDINATE FINAL INSTALLATION WITH H&M PROJECT MANAGER. REFER TO SHT. A-800 FOR MORE INFORMATION.
INTERNALLY ILLUMINATED STOREFRONT SIGN BY TENANT SIGN VENDOR. G.C. TO COORDINATE WITH STOREFRONT SHTS AND SIGN SHOP DRAWINGS FOR PROPER MOUNTING (PENDANT HUNG FROM
CEILING/SOFFIT ABOVE, PODIUM MOUNTED, FLUSH OR RECESSED 'PUSH-THRU') G.C. TO FURNISH POWER AND BLOCKING PRIOR TO VENDOR INSTALLATION. REFER TO STOREFRONT SHTS. AND SIGNAGE SHOP
DRAWINGS FOR MORE INFORMATION.
STOREFRONT BLADE SIGN BY TENANT SIGN VENDOR. G.C. TO COORDINATE INSTALLATION WITH SIGN VENDOR. REFER TO STOREFRONT SHTS. FOR MORE INFORMATION. TYP., SEE CONSTRUCTION PLAN FOR
LOCATIONS.
FREE-STANDING LIGHTBOX AND/OR LOGO WALL FIXTURE FURNISHED BY H&M & INSTALLED BY G.C.; FURNISH & INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHTBOX & ASSOCIATED SIGNAGE. REFER TOELECTRICAL DRAWINGS, H&M PROJECT MANAGER & H&M-FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS & CONSTRUCTION INFORMATION.".
LIGHT BOX FIXTURE RECESSED MOUNTED ON WALL FURNISHED BY H&M AND INSTALLED BY G.C., CENTERED ON STOREFRONT FACADE. SEE STOREFRONT DETAIL SHTS. FOR MORE INFORMATION. G.C. TO
FURNISH AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL FURNISH AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT
OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS, AND CONSTRUCTION INFORMATION."FOR MORE INFORMATION.
LIGHT BOX FIXTURE SURFACE MOUNTED ON WALL FURNISHED BY H&M AND INSTALLED BY G.C. SEE BOH SHTS. FOR LOCATIONS. G.C. TO FURNISH AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING ASREQUIRED. G.C. SHALL FURNISH AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO
ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS, AND CONSTRUCTION INFORMATION." FOR MORE INFORMATION.
PRIVACY FROSTED WINDOW FILM (OR LIFESTYLE GRAPHIC) FURNISHED BY H&M. INSTALLED BY G.C.
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
G.C. TO INSTALL CLEAR SIGNAGE INDICATING EXIT ROUTE (AS REQ'D. BY AHJ)., IF NOT ALREADY EXISTING.
G.C. TO FURNISH AND INSTALL 2A10BC FIRE EXTINGUISHER PER NFPA 10 TO BE INSTALLED AT LOCATIONS SHOWN UNLESS DIRECTED OTHERWISE BY FIRE MARSHALL. G.C. TO INSTALL "FOAM" TYPEEXTINGUISHERS IN ALL BACK OF HOUSE AREAS, "WATER" TYPE EXTINGUISHERS IN ALL SALES FLOOR AND FITTING ROOM AREAS, AND "CO2" TYPE EXTINGUISHERS IN ALL ELECTRICAL AND LAN. ROOM AREAS (IF
ALLOWABLE PER CODE). ALL FIRE EXTINGUISHERS SHALL BE CLEARLY MARKED WITH A FLAG SIGN PLACED AT MINIMUM 8'-0 A.F.F. AND MAXIMUM OF 9'-6" A.F.F. ENSURE THAT THERE IS ADEQUATE SPACE IN WALL
FOR RECESSED FIRE EXTINGUISHER CABINETS, IF REQ'D. REFER TO EGRESS SHT. FOR MORE INFORMATION.
EMERGENCY FIRE PULL. REFER TO M.E.P. DRAWINGS LOCATIONS & FOR MORE INFORMATION.
G.C. TO INSTALL FRAMED EMERGENCY EVACUATION MAPS. ARCHITECT TO FURNISH PDF OF MAPS; G.C. TO PRINT AND MOUNT IN G.C. FURNISHED BLACK FRAME. MAPS TO BE LEGIBLE, AND EASILY VISIBLE. SEE
EGRESS SHT. FOR MORE INFORMATION. CONFIRM FINAL LOCATION WITH H&M PM.
G.C. TO FURNISH RECEPTACLE/POWER FOR RECHARGEABLE FLASHLIGHT. REFER TO EGRESS SHT. FOR MOUNTING HEIGHT AND MORE INFORMATION.
26
27
28
29
30
ENSURE COLUMN IS BUILT OUT LARGE ENOUGH TO ENCASE STANDARD DEPTH ELECTRICAL 1900 JUNCTION BOX, CONDUIT FOR RECESSED DATA LOCATIONS, AND RECESSED FIRE EXTINGUISHER CABINET, IF
REQ'D. NO ELECTRICAL, FIRE ALARM, DATA, PHONE, OR FIRE EXTINGUISHER DEVICES ON COLUMN FACES WITH SPECIAL MIRRORS. COORDINATE LOCATION OF FIRE ALARM HORNS, STROBES, PULL STATIONS,
ETC.(IF REQ'D.) SEE MEP DRAWINGS AND EGRESS PLAN FOR MORE INFORMATION.
FIXTURE MIRROR LOCATIONS SHOWN ARE NOT NECESSARILY INDICATIVE OF FINAL LOCATIONS. G.C. SHALL COORDINATE WITH H&M REP. PRIOR TO INSTALLATION ANY AND ALL MIRRORS. COORDINATE
LOCATION OF FIRE ALARM HORNS, STROBES, PULL STATIONS, ETC.(IF REQ'D.) MIRROR LOCATIONS SHOULD BE TAKEN INTO CONSIDERATION BEFORE MOUNTING DEVICES. COORDINATE FINAL LOCATIONS WITH
H&M ON-SITE PROJECT MANAGER. THE DEVICES SHOULD NOT BE PLACED ON THE SAME FACE AS FIXTURE MIRROR (AT COLUMNS). G.C. TO COORDINATE AND ALERT OWNER/ARCHITECT WHERE THESE
CONFLICTS OCCUR PRIOR TO PLACEMENT OR INSTALLATION. IF PLACEMENT IS DIRECTED BY ANY, G.C. SHALL NOTIFY H&M OF ANY CONFLICT.
ROOM DIVIDERS, WALL FRAME FIXTURES, WARDROBES, STOCKROOM FIXTURES, AND ALL SALES AREA NON-MOBILE FIXTURES OVER 5'-9" HIGH TO BE FASTENED TO FLOOR BY G.C. REFER TO H&M INTERIORINSTRUCTIONS AND FIXTURE DETAILS FOR INSTALLATION REQUIREMENTS. SEE FIXTURE SCHEDULE SHEET FOR MORE INFO. DOES NOT INCLUDE FREESTANDING LIGHTBOXES OR STORE GUIDES
WARDROBES, DIVIDERS AND OTHER FIXTURES W/INTEGRATED LIGHTING. J-BOXES TO BE COORDINATED WITH H&M INSTALLATION INSTRUCTIONS AND FIXTURE VENDOR. SEE FIXTURE PLAN SHT. & "E" SHTS. FOR
MORE INFO.
SURFACE MOUNTED CURTAIN TRACK AND CURTAIN FURNISHED BY H&M & INSTALLED BY G.C. BOTTOM TO BE HEMMED TO SIT 2" ABOVE FINISHED FLOOR, BY G.C. G.C. TO PROVIDE BLOCKING IN CEILING ASREQUIRED. REFER TO CLG. DETAILS SHT. FOR MORE INFO.
SUSPENDED CURTAIN TRACK AND CURTAIN AT ROOM DIVIDERS FURNISHED BY H&M & INSTALLED BY G.C. BOTTOM TO BE HEMMED TO SIT 2" ABOVE FINISHED FLOOR, BY G.C. G.C. TO PROVIDE BLOCKING IN
CEILING AS REQUIRED. CEILING TUBES FOR SUSPENSION CURTAIN TRACK FURNISHED AND INSTALLED BY G.C. REFER TO CLG. DETAILS SHT. FOR MORE INFO.
HANDICAPPED CASHWRAP FURNISHED BY H&M AND INSTALLED BY G.C. 3'-0" CLEAR REQUIRED BETWEEN FACE OF WARDROBE UNITS AND FACE OF CASHWRAPS FOR TOTAL LENGTH OF LAYOUT. 5'-0" CLEAR
WIDTH REQUIRED AREA IF ACCESS IS FROM ONE SIDE. HEIGHT OF COUNTER TOP TO COMPLY WITH ICC/ANSI A117.1, SECTION 904 AND ADA AG. REFER TO FIXTURE SHTS. FOR MORE INFORMATION.
G.C. TO CUT, PATCH CONC. SLAB AND FURNISH CONDUIT AND ELEC. SERVICE FOR CASHWRAP. G.C. TO COORDINATE W/ H&M VENDOR, ELEC. DWGS, SHOP DWGS, AND MANUFACTURER PRIOR TO ROUGH-IN.
G.C. TO PROVIDE ADEQUATE BLOCKING IN WALL FOR SECURING DEVICE. REFER TO EGRESS PLANS FOR LOCATIONS AND MORE MORE INFO. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR
MORE INFO.
REFER TO ENLARGED FITTING ROOM PLANS ON SHT. A-730 SERIES FOR INFORMATION. REGARDING ADA COMPLIANCE, PARTITIONS AND ALL FITTING ROOM FIXTURES.
G.C. TO FURNISH 1/2" THK. F.R.T. PLYWOOD BLOCKING AT ALL FITTING ROOM INTERIOR WALLS FOR ALL FITTING ROOM FIXTURING. NEW HOOKS THAT WILL BE MOUNTED AT 5'-0" O.C. IN ALL FITTING ROOMS
EXCEPT FOR THE ADA FITTING ROOM WHICH SHALL BE MOUNTED AT 48" A.F.F. REFER TO FIXTURE SHOP DRAWINGS AND H&M REP. FOR BLOCKING HEIGHTS.
ALL FITTING ROOM CURTAINS, FRAMES, WARDROBES AND HARDWARE FURNISHED BY TENANT, INSTALLED BY G.C. GENERAL CONTRACTOR TO COORDINATE WITH H&M'S FIXTURE CONTRACTOR FOR FINAL
DIMENSIONS.
FURNISH ADA INTERNATIONAL SIGN FOR ACCESSIBILITY AT ALL ADA DRESSING COMPARTMENTS.
37
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39
40
41
42
43
44
45
46
47
48
49
G.C. TO FURNISH COVER PLATES FOR ALL EXISTING FLOOR DRAINS, AS REQ'D
G.C. TO FURNISH & INSTALL F.R.T. BLOCKING IN WALL FOR WALL STANDARDS IN ADMIN. RM., JANITOR'S CLOSET, CLOSETS, MEDIA ROOM, AND DECO AREA. SEE FIXTURE PLAN & BOH SHEETS FOR MORE INFO.
304 S.S. CORNER GUARDS, 16 GA. SATIN #4 48" HIGH
REFER TO FIXTURE PLAN & BOH SHTS. FOR STOCK ROOM LAYOUT & FIXTURES.
APPROXIMATE LOCATION OF IRON OUTLET. SEE ELECTRICAL SHTS. FOR MORE INFO.
REFER TO ELECTRICAL DRAWINGS FOR ROOM REQUIREMENTS.
G.C. TO ADD ONE (1) LAYER OF CONT. 3/4" F.R.T. PLYWOOD ON ALL WALLS OF LAN RM., IN ELECTRICAL ROOM FRT PLYWOOD ONLY WHERE REQUIRED FOR ELECTRICAL/DATA/ETC. EQUIPMENT. REFER TOPARTITION TYPES ON SHEET A-700 FOR MORE INFORMATION. G.C. TO INSTALL FIRE RATED PLYWOOD FROM FINISHED FLOOR TO 8'-0" A.F.F.. G.C. TO INSTALL PLYWOOD "STAMP-SIDE OUT" SO FIRE RATING
STAMP IS VISIBLE AFTER INSTALLATION. (DO NOT PAINT)
G.C. TO INSTALL PVC PIPE DRAWING TUBE IN ELECTRICAL ROOM. REFER TO DETAIL ON SHT. 7/A-702 FOR MORE INFORMATION., AND H&M PROJECT MANAGER FOR EXACT LOCATION.
PREFERRED LOCATION OF FLOOR CLEANER MACHINE. ALTERNATE LOCATION IN STOCKROOM, IF PREFERRED LOCATION IS NOT AVAILABLE.
EMPLOYEE ENTRANCE. FURNISH CARD READER ACCESS TO STORE IF NOT ALREADY EXISTING. POWER TO DOOR FOR DELAYED ACTION EGRESS WITH OVERRIDE FROM FIRE ALARM SYSTEM. G.C. TO INSTALLDOOR VIEWER, AND DOORBELL. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION.
G.C. TO FURNISH SERVICE ENTRANCE DOOR SIGN.
DELIVERY DOOR WITH DOORBELL.
50
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52
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54
55
56
57
58
59
60
61
FLOOR MOUNTED LED SCREEN ORDERED BY H&M; INSTALLATION BY G.C. G.C. TO COORDINATE WITH VENDOR. FURNISH & INSTALL ALL ELECTRICAL REQUIREMENTS FOR LED SCREEN. G.C. TO FURNISH
ADEQUATE SUPPORT STRUCTURE. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND SHOP DRAWINGS FOR MORE INFO.
6" - 18GA. @ 16" O.C. METAL STUD KNEE WALL, COORDINATE LENGTH AND HEIGHT WITH LED SCREEN AND PLATFORM.
"ESPALIER" PORTAL AND 'ESPALIER' / PANEL ROOM DIVIDER FIXTURES FURNISHED BY H&M AND INSTALLED BY G.C. REFER TO H&M 'STORE INSTRUCTIONS' AND SHT. A-711 FOR INSTALLATION REQUIREMENTS AND
FOR MORE INFO.
NON-LIT NAVIGATION SIGN FIXTURE (WALL MOUNTED) FURNISHED BY H&M AND INSTALLED BY G.C. REFER TO SIGNAGE SHT. AND H&M 'STORE INSTRUCTIONS' FOR MORE INFO.
NON-LIT NAVIGATION SIGN FIXTURE (SURFACE MTD. ON 'ESPALIER') FURNISHED BY H&M AND INSTALLED BY G.C. REFER TO SIGNAGE SHT. AND H&M 'STORE INSTRUCTIONS' FOR MORE INFO.
EXISTING WALL FIXTURES TO BE PAINTED WHITE .
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NEW CHAIN LINK FENCE BY H&M.84
EXISTING TIME CLOCK LOCATION, G.C. TO ADD A NEW G.F.I. OUTLET.85
G.C. TO VERYIFY ELECTRICAL ROOM HARDWARE, ENSURE HARDWARE IS IN GOOD WORKING ORDER, REPORT ANY DEFICIENCIES TO THE H&M PM.86
EXISTING SLIDING GRILLE TO REMAIN, G.C. TO VERIFY ALL IS IN GOOD WORKING ORDER.87
DASHED LINE INDICATES WALLS TO RECEIVE RFID WALL SHIELDING BY G.C., REFER TO FINISH PLAN FOR RFID PAINT LOCATIONS FOR EXISTING WALLS.88
NOT USED
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CONSTRUCTION KEY NOTES
SYMBOL DESCRIPTION
NOT USED
NOT USED
ELEVATOR MACHINE ROOM TO REMAIN AS-IS.89
1 02.13.23 REVISED PER CITY COMMENTS
1
G.C. TO PAINT 2" WIDE STRIPE THE ENTIRE WIDTH OF THE STAIR ON THE UPPER APPROACH AND LOWER TREAD AS SHOWN 1" FROM EDGE OF THE STAIR. PAINT COLOUR TO BE IN CONTRAST TO THE FLOORING.901
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HM SPACE000
HM SPACE000
HM SPACE000HM SPACE000
WINDOW 1DISPLAY
11'-9 3/4" (EXIST)
PT-1
GYP. BD.
001
WINDOW 2DISPLAY
11'-9 3/4" (EXIST)
PT-1
GYP. BD.
002
(ENTRY SOFFIT)
11'-9 3/4" (EXIST)
PT-1
GYP.BD.
DIVIDEDSALES AREA
10'-6" (EXIST)
PT-3
GYP. BD.
003
MENSSALES AREA
10'-6" (EXIST)
PT-7
GYP. BD.
004
ROOMFITTING
8'-11" (EXIST)
PT-5
GYP. BD.
005
KIDSSALES AREA
10'-6" (EXIST)
PT-5
GYP. BD.
005
(HEADER)
8'-5"
PT-1
GYP.BD.
CORRIDOREXIT
8'-11" (EXIST)
PT-1
GYP. BD.
007
COLLECTCLICK &
8'-11" (EXIST)
PT-1
GYP. BD.
006
(EXISTING HEADER)
8'-5" (EXIST)
PT-1
GYP.BD.
(EXISTING HEADER)
8'-5" (EXIST)
PT-1
GYP.BD.
MACHINE ROOMELEVATOR
8'-9" (EXIST)
-
GYP. BD.
008
ELEVATOR
-
-
-
009
4'-458"4'-334"5'-618"5'-314"
3'
-
7
38"
4'
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0
12"
3'
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"
5'-334"6'-414"
5'
-
3
18"
1'-1178"
2
2
2
2
7
19
20
EQ.5'-0"5'-0"EQ.
EQ
.
EQ
.
5
22
23
14
1
1
1
1
1
21
6
A-720
JG
A-310
REFLECTED CEILING PLAN
LOWER LEVEL
1. GC TO COORDINATE ALL NECESSARY WALL ORCEILING ACCESS PANELS WITH LAYOUT (USEINTEXFORMS ACCESS PANELS, RADIAL CORNERS,
'GRFG'). FURNISH ACCESS PANEL LAYOUT TOARCHITECT AND ENGINEER FOR APPROVAL.
REFER TO MEP SHEETS FOR MORE INFORMATION.
CONFIRM LOCATIONS WITH LANDLORD'S REP.GC TO INCLUDE IN BID QTY. (50) MIN. 24"X24"
CONCEALED TYPE IN GYP. BD. CEILINGS.
2. GC TO CLEAN ALL INSTALLED LIGHTING FIXTURESPRIOR TO TURN OVER AS REQUIRED.
3. REFER TO MEP SHEETS FOR FIRE PROTECTION
DIRECTION. ALL FIRE PROTECTION SPRINKLERHEADS ARE TO BE PLACED AS TO NOT INTERFERE
WITH LIGHTING, HVAC AND STORE FIXTURINGCOMPONENTS.
4. CEILING GRID IN BACK OF HOUSE SUPPORT
OFFICES ARE TO BE HUNG WITH #12 HANGER
WIRES (48" O.C.) WITH ADDITIONAL WIRES ATALL FOUR CORNERS OF ALL LIGHT FIXTURES,
DIFFUSERS, ETC.5. ALL SUSPENDED COMPONENTS ARE TO BESUSPENDED FROM TOP CHORD OF EXISTING
JOISTS. DO NOT ATTACH SUSPENSIONATTACHMENTS FROM METAL ROOF DECKING (IN
CONCRETE DECKING USE APPROVED CONCRETE
FASTENERS) UNLESS APPROVED BY LANDLORD.6. SUSPENDED ACOUSTICAL CEILING SYSTEM IS TO
BE IN COMPLIANCE WITH THE APPLICABLE CODE
AND ASTM C 635 AND ASTM C 636.7. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL
CONNECTIONS TO MILLWORK / FIXTURES /CASHWRAPS IN FIELD.
8. COORDINATE LIGHTING FIXTURE LOCATIONS
AND DIFFUSER LOCATIONS WITH OTHER CEILINGCOMPONENTS WITH LIGHTING BEING THE
DECIDING COMPONENT.
9. CONTRACTOR TO FURNISH COORDINATIONDRAWING FOR ALL TRADES INCLUDING
SPRINKLER, MECHANICAL, ELECTRICAL, FIRE
ALARM, SECURITY, ACCESS PANEL & ETC. INCEILING FOR ARCHITECT'S APPROVAL PRIOR TO
CONSTRUCTION. UNCOORDINATEDCONDITIONS THAT ARE CONTRARY TO THE
DESIGN INTENT ARE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR TO RESOLVE.10. IN THE CASE OF DISCREPANCY BETWEEN THE
ARCHITECT'S AND/OR ENGINEER'S DRAWINGS,
THE MORE STRINGENT, HIGHER QUANTITY, ORHIGHER QUALITY SHALL PREVAIL. ARCHITECT IS
TO BE ADVISED OF ALL DISCREPANCIES PRIOR TOSTART OF CONSTRUCTION.
11. ALL DIMENSIONS TO BE COORDINATED IN THE
FIELD WITH H&M AND ARE SUBJECT TO EXISTINGCONDITIONS DIMENSIONS MARKED AS EQUAL
(EQ.) APPLY ONLY WITHIN A GIVEN STRING OF
DIMENSIONS UNLESS OTHERWISE MARKED.12. ALL SPEAKERS MUST BE FLUSH MOUNT AND
FINISHED TO MATCH ADJACENT CEILING FINISH.
GC TO COORDINATE WITH SPEAKERCONTRACTOR TO CENTER SPEAKERS BETWEEN
LIGHT FIXTURES (ALONG STRAIGHT ORDIAGONAL LINE) AS SHOWN ON PLANWHEREVER POSSIBLE.
13. ALL CONDUITS TO BE CONCEALED UNLESSOTHERWISE NOTED. LAYOUT FOR ANY EXPOSED
ELECTRICAL CONDUIT TO BE APPROVED BY H&M
IN FIELD PRIOR TO INSTALLATION.14. ALL SPRINKLER HEADS TO BE FLUSH MOUNT
WITH COVER PLATE AT ALL FINISHED CEILINGS,
CENTERED ON LIGHT FIXTURES LAYOUT ORCEILING TILES AS APPLICABLE.
15. REFER TO FINISH FLOOR PLANS FOR FINISHNOTES. GC TO VERIFY ALL CEILING FINISHESWITH H&M PRIOR TO CONSTRUCTION. ALL
CEILING ELEMENTS AND DEVICES (LIGHT FIXTUREHOUSINGS AND TRIMS, SPEAKERS, SPRINKLER
CAPS, GRILLES, DIFFUSERS, ETC.) SHALL BE
PRE-FINISHED OR BE PAINTED OR COLORED THESAME COLOR AS THE ADJACENT CEILING PAINT.
ALL PAINTING SHALL BE COMPLETED OFFSITE. GC
TO COORDINATE WITH VENDORS ANDSUBCONTRACTORS FOR CORRECT FINISHES AND
LONG LEAD ITEMS.
16. ALL VERTICAL ELEMENTS OF SOFFITS TO BEPAINTED TO MATCH ADJACENT COPLANAR
WALL PAINT.17. SPRAY ANY VISIBLE AREA ABOVE GYP. BD. & ACTCEILING BLACK.
18. GC TO PLUG ALL LIGHT LEAKS IN DISPLAY
WALLS/FIXTURES.19. ALL TRIMLESS LIGHTS TO RECEIVE TEARAWAY
BEAD. TRIMLESS LIGHTS TO HAVE SMOOTH,
CLEAN EDGES AND ARE TO BE INSTALLED FLUSHWITH ADJACENT CEILING.
20. LIGHT GRID TAKES PRECEDENCE WHENINSTALLING ALL CEILING ELEMENTS. IF ANYINTERFERENCES OCCUR BETWEEN LIGHT GRID,
CEILING DIFFUSERS, SPEAKERS, ETC. THE LIGHTGRID SHALL NOT MOVE. GC SHALL NOTIFY
ARCHITECT OF DISCREPANCY. ALL CEILING
ELEMENTS TO ALIGN WITH GRID.21. REFER TO LIGHTING FIXTURE SCHEDULE AND
NOTES ON ELECTRICAL DRAWINGS FOR FIXTURE
SUPPLY/INSTALLATION RESPONSIBILITIES AND
EMERGENCY LIGHTING LOCATIONS.
22. ALL EXPOSED STRUCTURAL STEEL TO BEFIRE-PROOFED PER LOCAL CODES. GC TO REPAIR
ALL EXISTING FIREPROOFING.23. GC TO ASSUME CEILING TILES TO BE CENTEREDIN ROOM IN BOTH DIRECTIONS, U.N.O.
24. GYP. BD. DROPPED CEILING HAS 16" X 16"STRUCTRUAL GRID. COORDINATE WITHRECESSED LIGHT FIXTURE LOCATIONS PER
INDIVIDUAL AREAS.25. GC TO FURNISH BLOCKING ABOVE CEILING OR
ON THE WALL, AS REQUIRED, FOR ALL CEILING
MOUNTED SPECIALTY LIGHTING FIXTURES ANDSIGNS, UNLESS OTHERWISE NOTED.
26. ELECTRICIAN TO MARK ALL SWITCH, OUTLET,
SPEAKER, CAMERA AND SECURITY LOCATIONS INFIELD AND WALK THROUGH WITH H&M BEFORE
INSTALLATION - ALL LOCATIONS ARE SUBJECT
TO H&M APPROVAL.27. TRACK AND CONNECTORS MUST BE
PRE-FINISHED WITH COLOR TO MATCH CEILING.31. REFER TO PORTAL DETAILS SHEETS FOR PORTALHEIGHTS.
32. GC TO FURNISH TEAR AWAY BEAD AT ALLTRIMLESS FIXTURES.
GENERAL CEILING NOTES
NORTH
REFLECTED CEILING PLAN - LOWER LEVEL 1
SCALE: 1/8" = 1'-0"
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
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E
SA
N
T
A
A
N
I
T
A
40
0
S
O
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B
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W
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B
-
1
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-
2
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A
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A
,
C
A
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I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
NOTE:
1. SEE LIGHTING SCHEDULE FOR LIGHTING LEGEND.
2. G.C. TO FURNISH BLOCKING ABOVE CEILING OR ON WALL, AS REQUIRED, FOR ALL CEILING / WALL MOUNTED
SPECIALTY LIGHTING FIXTURES & SIGNS, U.O.N.
SYM.DESCRIPTION
ACOUSTIC CEILING TILE AND GRID; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO.
GYP. BD. CEILING; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO.
HATCHED AREA DENOTES FRAMED HEADER; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO.
CEILING TAG
CEILING SECTION/DETAIL TAG - SEE CEILING DETAILS SHEET
REFLECTED CEILING PLAN TAG NOTE
X
X
X
CEILING SYMBOL LEGEND
CLG. HT.
TYPE
FINISH
NO.DESCRIPTION
TENANT LEASE LINE. PROJECT TEAM TO VERIFY IN FIELD.
EXISTING TRACK, TRACK LIGHTING AND LIGHT FIXTURES TO REMAIN U.N.O.
HATCHED LIGHT INDICATES EMERGENCY FUNCTION. NL TO INDICATE NIGHT-LIGHT FUNCTION. REFER TO
ELECTRICAL SHTS. FOR MORE INFORMATION.
CONCEALED EMERGENCY LIGHT HOUSING. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION.
NEW INTERNALLY ILLUMINATED STOREFRONT SIGN BY SIGN VENDOR. G.C. TO COORDINATE WITH STOREFRONT
SHTS AND SIGN SHOP DRAWINGS FOR PROPER MOUNTING IF PENDANT HUNG FROM CEILING/SOFFIT ABOVE,
FLUSH OR RECESSED 'PUSH-THRU'. G.C. TO FURNISH POWER AND BLOCKING PRIOR TO VENDOR INSTALLATION.
REFER TO STOREFRONT SHTS. AND SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION.
NEW SURFACE MOUNTED TRACK AND TRACK LIGHT FIXTURES.
1
2
3
4
5
6
LOCATION OF RELOCATED POT LIGHTS.
LIGHT BOX FIXTURE RECESSED MOUNTED ON WALL PROVIDED BY H&M AND INSTALLED BY G.C., CENTERED BEHIND
CASHPOINTS ABOVE CASHWRAP ON STOREFRONT FACADE OR INTERIOR PARTITION (SEE PLAN FOR EXACTLOCATIONS). SEE SIGNAGE DETAIL SHT. FOR MORE INFORMATION. G.C. TO PROVIDE AND INSTALL IN-WALL F.R.T.
PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL SUPPLY AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT
BOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TOELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M PROVIDED "IPS DRAWINGS, CATALOGUES, ANDCONSTRUCTION INFORMATION." FOR MORE INFORMATION.
LIGHT BOX FIXTURE SURFACE MOUNTED ON WALL FURNISHED BY H&M AND INSTALLED BY G.C. SEE BOH SHTS. FORLOCATIONS. G.C. TO FURNISH AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL
FURNISH AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATE
HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER,AND H&M FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS, AND CONSTRUCTION INFORMATION." FOR MORE
INFORMATION.
FREE-STANDING LIGHTBOX AND/OR LOGO WALL FIXTURE FURNISHED BY H&M & INSTALLED BY G.C.; FURNISH &INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHTBOX & ASSOCIATED SIGNAGE. REFER TO ELECTRICAL
DRAWINGS, H&M PROJECT MANAGER & H&M-FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS &
CONSTRUCTION INFORMATION.".
ILLUMINATED NAVIGATION SIGN BY H&M, (CENTERED ABOVE PORTAL OPENING OR CEILING MOUNTED - WHERE
APPLICABLE). INSTALLED BY E.C. G.C. TO PROVIDE POWER AND BLOCKING. REFER TO DETAIL ON A-551 &
SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION.
LED STORE GUIDE SURFACE MTD. ON WALL PROVIDED BY H&M AND INSTALLED BY G.C. G.C. TO PROVIDE AND
INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL SUPPLY AND INSTALL ALL ELECTRICALREQUIREMENTS FOR STORE GUIDE. COORDINATE HEIGHT OF J-BOX WITH STORE GUIDE SPECIFICATIONS. REFER TO
SHT. A-551, 'E' DRAWINGS, H&M PROJECT MANAGER, AND H&M PROVIDED "IPS DRAWINGS, CATALOGUES, AND
CONSTRUCTION INFO." FOR MORE INFO.
7
8
9
10
11
12
LIGHT COVE, AT POSTER WINDOWS ONLY. REFER TO RCP & STOREFRONT SECTION SHTS. FOR MORE INFO.
NEW EXIT SIGN, REFER TO ELECTRICAL DRAWINGS.
NEW SUSPENDED "H&M" SIGNAGE.
EXISTING PERIMETER LIGHT COVE.
G.C. TO COORDINATE SIZE AND LOCATION WHERE ACCESS PANELS ARE REQUIRED. NOTIFY ARCHITECT, AND
CONFIRM FINAL QUANTITY AND LOCATIONS OF ALL ACCESS PANELS SHOWN ON SITE. MANUFACTURER: ACUDOROR EQUAL.
CONTACT: BARBARA CURRAW
ACUDOR PRODUCTS INC.
80 LITTLE FALLS RD. FAIRFIELD, NJ 07004973-575-5120
BCURRAW@ACUDOR.COM
EXISTING DROPPED CEILING TO BE PAINTED P-1.
HATCH INDICATES NEW GYPSUM BOARD BULKHEAD.
HATCH INDICATES AREA OF NEW GYPSUM BOARD CEILING TO ALIGN WITH ADJACENT CEILING, G.C. TO ENSURE FLUSH
TRANSITION WITH NO VISIBLE SEAMS.
G.C. TO PROVIDE BLOCKING IN CEILING FOR FLOOR TO CEILING SCREEN DIVIDER. REFER TO DETAIL 15/A-720.
LINE OF EXISTING SMOKE BAFFLE, G.C. TO PROTECT DURING CONSTRUCTION.
EXISTING OVERHEAD ROLLING GRILLE, G.C. TO ENSURE GOOD WORKING ORDER.
13
14
15
16
17
18
19
20
21
22
23
REFLECTED CEILING KEY NOTES
NOT USED
NOT USED
NOT USED
NOT USED
1
1 02.13.23 REVISED PER CITY COMMENTS
WINDOW 1DISPLAY
11'-9 3/4" (EXIST)
PT-1
GYP. BD.
101
WINDOW 2DISPLAY
11'-9 3/4" (EXIST)
PT-1
GYP. BD.
102
AREA (WOMEN'S)SALES
10'-5" (EXIST)
PT-2
GYP. BD.
104
ROOM #2FITTING
9'-0" (EXIST)
PT-5
GYP. BD.
105
ROOMSTOCK
EXIST.
-
OPEN
106
WINDOW 3DISPLAY
11'-9 3/4" (EXIST)
PT-1
GYP. BD.
103
(DROPPED CEILING)
9'-6" AFF (EXIST.)
PT-2
GYP.BD.
(ENTRY SOFFIT)
11'-9 3/4" (EXIST)
PT-1
GYP.BD.
ROOMSTAFF
9'-0" (EXIST)
-
A.C.T.
117
WASHROOM MEN'S
9'-0" (EXIST)
EXIST.
GYP.
107
ROOMLAN
EXIST.
-
OPEN
115
ADMIN
9'-0" (EXIST)
-
A.C.T.
114
WASHROOM WOMEN'S
9'-0" (EXIST)
EXIST.
GYP.
108
(HEADER)
±8'-6"
PT-1
GYP.BD.
ROOMELECTRICAL
EXIST.
-
OPEN
113
ROOMSECURITY
9'-0" (EXIST)
-
A.C.T.
112
HALLWAY
9'-1" (EXIST)
-
A.C.T.
109
ROOMVISUAL
9'-0" (EXIST)
-
A.C.T.
110
ROOMJANITOR'S
9'-0" (EXIST)
-
A.C.T.
111
ROOMMEETING
9'-0" (EXIST)
-
A.C.T.
116
(HEADER)
±8'-6"
PT-2
GYP.BD.
(HEADER)
±8'-6"
PT-2
GYP.BD.
1
1
1
1
1
1
1
1
5
1010
14
14
19
19
19
23
20
2
2
2
2
2
2
2
2
22
2
2
22
19
21
22 5
A-720
5
A-720
LF
A-320
REFLECTED CEILING PLAN
UPPER LEVEL
1. GC TO COORDINATE ALL NECESSARY WALL ORCEILING ACCESS PANELS WITH LAYOUT (USEINTEXFORMS ACCESS PANELS, RADIAL CORNERS,
'GRFG'). FURNISH ACCESS PANEL LAYOUT TOARCHITECT AND ENGINEER FOR APPROVAL.
REFER TO MEP SHEETS FOR MORE INFORMATION.
CONFIRM LOCATIONS WITH LANDLORD'S REP.GC TO INCLUDE IN BID QTY. (50) MIN. 24"X24"
CONCEALED TYPE IN GYP. BD. CEILINGS.
2. GC TO CLEAN ALL INSTALLED LIGHTING FIXTURESPRIOR TO TURN OVER AS REQUIRED.
3. REFER TO MEP SHEETS FOR FIRE PROTECTION
DIRECTION. ALL FIRE PROTECTION SPRINKLERHEADS ARE TO BE PLACED AS TO NOT INTERFERE
WITH LIGHTING, HVAC AND STORE FIXTURINGCOMPONENTS.
4. CEILING GRID IN BACK OF HOUSE SUPPORT
OFFICES ARE TO BE HUNG WITH #12 HANGER
WIRES (48" O.C.) WITH ADDITIONAL WIRES ATALL FOUR CORNERS OF ALL LIGHT FIXTURES,
DIFFUSERS, ETC.5. ALL SUSPENDED COMPONENTS ARE TO BESUSPENDED FROM TOP CHORD OF EXISTING
JOISTS. DO NOT ATTACH SUSPENSIONATTACHMENTS FROM METAL ROOF DECKING (IN
CONCRETE DECKING USE APPROVED CONCRETE
FASTENERS) UNLESS APPROVED BY LANDLORD.6. SUSPENDED ACOUSTICAL CEILING SYSTEM IS TO
BE IN COMPLIANCE WITH THE APPLICABLE CODE
AND ASTM C 635 AND ASTM C 636.7. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL
CONNECTIONS TO MILLWORK / FIXTURES /CASHWRAPS IN FIELD.
8. COORDINATE LIGHTING FIXTURE LOCATIONS
AND DIFFUSER LOCATIONS WITH OTHER CEILINGCOMPONENTS WITH LIGHTING BEING THE
DECIDING COMPONENT.
9. CONTRACTOR TO FURNISH COORDINATIONDRAWING FOR ALL TRADES INCLUDING
SPRINKLER, MECHANICAL, ELECTRICAL, FIRE
ALARM, SECURITY, ACCESS PANEL & ETC. INCEILING FOR ARCHITECT'S APPROVAL PRIOR TO
CONSTRUCTION. UNCOORDINATEDCONDITIONS THAT ARE CONTRARY TO THE
DESIGN INTENT ARE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR TO RESOLVE.10. IN THE CASE OF DISCREPANCY BETWEEN THE
ARCHITECT'S AND/OR ENGINEER'S DRAWINGS,
THE MORE STRINGENT, HIGHER QUANTITY, ORHIGHER QUALITY SHALL PREVAIL. ARCHITECT IS
TO BE ADVISED OF ALL DISCREPANCIES PRIOR TOSTART OF CONSTRUCTION.
11. ALL DIMENSIONS TO BE COORDINATED IN THE
FIELD WITH H&M AND ARE SUBJECT TO EXISTINGCONDITIONS DIMENSIONS MARKED AS EQUAL
(EQ.) APPLY ONLY WITHIN A GIVEN STRING OF
DIMENSIONS UNLESS OTHERWISE MARKED.12. ALL SPEAKERS MUST BE FLUSH MOUNT AND
FINISHED TO MATCH ADJACENT CEILING FINISH.
GC TO COORDINATE WITH SPEAKERCONTRACTOR TO CENTER SPEAKERS BETWEEN
LIGHT FIXTURES (ALONG STRAIGHT ORDIAGONAL LINE) AS SHOWN ON PLANWHEREVER POSSIBLE.
13. ALL CONDUITS TO BE CONCEALED UNLESSOTHERWISE NOTED. LAYOUT FOR ANY EXPOSED
ELECTRICAL CONDUIT TO BE APPROVED BY H&M
IN FIELD PRIOR TO INSTALLATION.14. ALL SPRINKLER HEADS TO BE FLUSH MOUNT
WITH COVER PLATE AT ALL FINISHED CEILINGS,
CENTERED ON LIGHT FIXTURES LAYOUT ORCEILING TILES AS APPLICABLE.
15. REFER TO FINISH FLOOR PLANS FOR FINISHNOTES. GC TO VERIFY ALL CEILING FINISHESWITH H&M PRIOR TO CONSTRUCTION. ALL
CEILING ELEMENTS AND DEVICES (LIGHT FIXTUREHOUSINGS AND TRIMS, SPEAKERS, SPRINKLER
CAPS, GRILLES, DIFFUSERS, ETC.) SHALL BE
PRE-FINISHED OR BE PAINTED OR COLORED THESAME COLOR AS THE ADJACENT CEILING PAINT.
ALL PAINTING SHALL BE COMPLETED OFFSITE. GC
TO COORDINATE WITH VENDORS ANDSUBCONTRACTORS FOR CORRECT FINISHES AND
LONG LEAD ITEMS.
16. ALL VERTICAL ELEMENTS OF SOFFITS TO BEPAINTED TO MATCH ADJACENT COPLANAR
WALL PAINT.17. SPRAY ANY VISIBLE AREA ABOVE GYP. BD. & ACTCEILING BLACK.
18. GC TO PLUG ALL LIGHT LEAKS IN DISPLAY
WALLS/FIXTURES.19. ALL TRIMLESS LIGHTS TO RECEIVE TEARAWAY
BEAD. TRIMLESS LIGHTS TO HAVE SMOOTH,
CLEAN EDGES AND ARE TO BE INSTALLED FLUSHWITH ADJACENT CEILING.
20. LIGHT GRID TAKES PRECEDENCE WHENINSTALLING ALL CEILING ELEMENTS. IF ANYINTERFERENCES OCCUR BETWEEN LIGHT GRID,
CEILING DIFFUSERS, SPEAKERS, ETC. THE LIGHTGRID SHALL NOT MOVE. GC SHALL NOTIFY
ARCHITECT OF DISCREPANCY. ALL CEILING
ELEMENTS TO ALIGN WITH GRID.21. REFER TO LIGHTING FIXTURE SCHEDULE AND
NOTES ON ELECTRICAL DRAWINGS FOR FIXTURE
SUPPLY/INSTALLATION RESPONSIBILITIES AND
EMERGENCY LIGHTING LOCATIONS.
22. ALL EXPOSED STRUCTURAL STEEL TO BEFIRE-PROOFED PER LOCAL CODES. GC TO REPAIR
ALL EXISTING FIREPROOFING.23. GC TO ASSUME CEILING TILES TO BE CENTEREDIN ROOM IN BOTH DIRECTIONS, U.N.O.
24. GYP. BD. DROPPED CEILING HAS 16" X 16"STRUCTRUAL GRID. COORDINATE WITHRECESSED LIGHT FIXTURE LOCATIONS PER
INDIVIDUAL AREAS.25. GC TO FURNISH BLOCKING ABOVE CEILING OR
ON THE WALL, AS REQUIRED, FOR ALL CEILING
MOUNTED SPECIALTY LIGHTING FIXTURES ANDSIGNS, UNLESS OTHERWISE NOTED.
26. ELECTRICIAN TO MARK ALL SWITCH, OUTLET,
SPEAKER, CAMERA AND SECURITY LOCATIONS INFIELD AND WALK THROUGH WITH H&M BEFORE
INSTALLATION - ALL LOCATIONS ARE SUBJECT
TO H&M APPROVAL.27. TRACK AND CONNECTORS MUST BE
PRE-FINISHED WITH COLOR TO MATCH CEILING.31. REFER TO PORTAL DETAILS SHEETS FOR PORTALHEIGHTS.
32. GC TO FURNISH TEAR AWAY BEAD AT ALLTRIMLESS FIXTURES.
GENERAL CEILING NOTES
NORTH
REFLECTED CEILING PLAN - UPPER LEVEL 1
SCALE: 1/8" = 1'-0"
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
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T
A
40
0
S
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B
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B
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1
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2
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A
,
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A
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F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
NOTE:
1. SEE LIGHTING SCHEDULE FOR LIGHTING LEGEND.
2. G.C. TO FURNISH BLOCKING ABOVE CEILING OR ON WALL, AS REQUIRED, FOR ALL CEILING / WALL MOUNTED
SPECIALTY LIGHTING FIXTURES & SIGNS, U.O.N.
SYM.DESCRIPTION
ACOUSTIC CEILING TILE AND GRID; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO.
GYP. BD. CEILING; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO.
HATCHED AREA DENOTES FRAMED HEADER; REFER TO FINISH PLAN AND CEILING DETAILS FOR MORE INFO.
CEILING TAG
CEILING SECTION/DETAIL TAG - SEE CEILING DETAILS SHEET
REFLECTED CEILING PLAN TAG NOTE
X
X
X
CEILING SYMBOL LEGEND
CLG. HT.
TYPE
FINISH
NO.DESCRIPTION
TENANT LEASE LINE. PROJECT TEAM TO VERIFY IN FIELD.
EXISTING TRACK, TRACK LIGHTING AND LIGHT FIXTURES TO REMAIN U.N.O.
HATCHED LIGHT INDICATES EMERGENCY FUNCTION. NL TO INDICATE NIGHT-LIGHT FUNCTION. REFER TO
ELECTRICAL SHTS. FOR MORE INFORMATION.
CONCEALED EMERGENCY LIGHT HOUSING. REFER TO ELECTRICAL SHTS. FOR MORE INFORMATION.
NEW INTERNALLY ILLUMINATED STOREFRONT SIGN BY SIGN VENDOR. G.C. TO COORDINATE WITH STOREFRONT
SHTS AND SIGN SHOP DRAWINGS FOR PROPER MOUNTING IF PENDANT HUNG FROM CEILING/SOFFIT ABOVE,
FLUSH OR RECESSED 'PUSH-THRU'. G.C. TO FURNISH POWER AND BLOCKING PRIOR TO VENDOR INSTALLATION.REFER TO STOREFRONT SHTS. AND SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION.
NEW SURFACE MOUNTED TRACK AND TRACK LIGHT FIXTURES.
1
2
3
4
5
6
LOCATION OF RELOCATED POT LIGHTS.
LIGHT BOX FIXTURE RECESSED MOUNTED ON WALL PROVIDED BY H&M AND INSTALLED BY G.C., CENTERED BEHIND
CASHPOINTS ABOVE CASHWRAP ON STOREFRONT FACADE OR INTERIOR PARTITION (SEE PLAN FOR EXACT
LOCATIONS). SEE SIGNAGE DETAIL SHT. FOR MORE INFORMATION. G.C. TO PROVIDE AND INSTALL IN-WALL F.R.T.PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL SUPPLY AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHTBOX AND ASSOCIATED SIGNAGE. COORDINATE HEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO
ELECTRICAL DRAWINGS, H&M PROJECT MANAGER, AND H&M PROVIDED "IPS DRAWINGS, CATALOGUES, AND
CONSTRUCTION INFORMATION." FOR MORE INFORMATION.
LIGHT BOX FIXTURE SURFACE MOUNTED ON WALL FURNISHED BY H&M AND INSTALLED BY G.C. SEE BOH SHTS. FOR
LOCATIONS. G.C. TO FURNISH AND INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALLFURNISH AND INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHT BOX AND ASSOCIATED SIGNAGE. COORDINATEHEIGHT OF J-BOX WITH LIGHT BOX SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS, H&M PROJECT MANAGER,
AND H&M FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS, AND CONSTRUCTION INFORMATION." FOR MORE
INFORMATION.
FREE-STANDING LIGHTBOX AND/OR LOGO WALL FIXTURE FURNISHED BY H&M & INSTALLED BY G.C.; FURNISH &
INSTALL ALL ELECTRICAL REQUIREMENTS FOR LIGHTBOX & ASSOCIATED SIGNAGE. REFER TO ELECTRICAL
DRAWINGS, H&M PROJECT MANAGER & H&M-FURNISHED "IPS DRAWINGS, STORE INSTRUCTIONS &CONSTRUCTION INFORMATION.".
ILLUMINATED NAVIGATION SIGN BY H&M, (CENTERED ABOVE PORTAL OPENING OR CEILING MOUNTED - WHEREAPPLICABLE). INSTALLED BY E.C. G.C. TO PROVIDE POWER AND BLOCKING. REFER TO DETAIL ON A-551 &
SIGNAGE SHOP DRAWINGS FOR MORE INFORMATION.
LED STORE GUIDE SURFACE MTD. ON WALL PROVIDED BY H&M AND INSTALLED BY G.C. G.C. TO PROVIDE AND
INSTALL IN-WALL F.R.T. PLYWOOD BLOCKING AS REQUIRED. G.C. SHALL SUPPLY AND INSTALL ALL ELECTRICAL
REQUIREMENTS FOR STORE GUIDE. COORDINATE HEIGHT OF J-BOX WITH STORE GUIDE SPECIFICATIONS. REFER TO
SHT. A-551, 'E' DRAWINGS, H&M PROJECT MANAGER, AND H&M PROVIDED "IPS DRAWINGS, CATALOGUES, ANDCONSTRUCTION INFO." FOR MORE INFO.
7
8
9
10
11
12
LIGHT COVE, AT POSTER WINDOWS ONLY. REFER TO RCP & STOREFRONT SECTION SHTS. FOR MORE INFO.
RELOCATED EXIT SIGN, REFER TO ELECTRICAL DRAWINGS.
NEW SUSPENDED "H&M" SIGNAGE.
EXISTING PERIMETER LIGHT COVE.
G.C. TO COORDINATE SIZE AND LOCATION WHERE ACCESS PANELS ARE REQUIRED. NOTIFY ARCHITECT, AND
CONFIRM FINAL QUANTITY AND LOCATIONS OF ALL ACCESS PANELS SHOWN ON SITE. MANUFACTURER: ACUDOR
OR EQUAL.
CONTACT: BARBARA CURRAWACUDOR PRODUCTS INC.
80 LITTLE FALLS RD. FAIRFIELD, NJ 07004
973-575-5120
BCURRAW@ACUDOR.COM
EXISTING DROPPED CEILING TO BE PAINTED P-1.
HATCH INDICATES NEW GYPSUM BOARD BULKHEAD. HEIGHT TO ALIGN W/ EXISTING ADJACENT BULKHEAD.
HATCH INDICATES AREA OF NEW GYPSUM BOARD CEILING TO ALIGN WITH ADJACENT CEILING, G.C. TO ENSURE FLUSH
TRANSITION WITH NO VISIBLE SEAMS.
G.C. TO PROVIDE BLOCKING IN CEILING AS REQUIRED FOR FLOOR TO CEILING SCREEN DIVIDER. REFER TO DETAIL 15/A-720
G.C. TO PROVIDE BLOCKING IN CEILING AS REQUIRED FOR CURTAIN TRACK. REFER TO 15/A-720.
EXISTING OVERHEAD ROLLING GRILLE, G.C. TO ENSURE GOOD WORKING ORDER.
13
14
15
16
17
18
19
20
21
22
23
REFLECTED CEILING KEY NOTES
NOT USED
NOT USED
NOT USED
NOT USED
1
1
1 02.13.23 REVISED PER CITY COMMENTS
UP 30R
W WWW W W
W W
W
W
HM SPACE000HM SPACE000
WINDOW 1DISPLAY
001
WINDOW 2DISPLAY
002
DIVIDEDSALES AREA
003
MENSSALES AREA
004
ROOMFITTING
005
KIDSSALES AREA
005
CORRIDOREXIT
007
COLLECTCLICK &
006
MACHINE ROOMELEVATOR
008
ELEVATOR
009
F F
5'
-
3
38"
9'
-
8
12"
4'
-
7
14"
3'-812"3'-8"3'-8"3'-912"4'-412"4'-158"4'-314"4'-538"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"
3'
-
8
"
4'
-
4
78"
6'
-
0
12"
3'
-
8
"
3'
-
8
"
6'-1178"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"3'-8"7'-112"3'-8"3'-8"3'-8"3'-1078"6'-018"
4'
-
0
58"
3'
-
8
"
5'-3"
5'
-
5
"
3'
-
8
38"
4'
-
0
34"
4'-1134"3'-8"3'-8"5'-118"4'-312"3'-10"4'-1"3'-912"6'-1038"4'-0"
3'
-
8
"
3'
-
8
"
3'
-
8
18"
3'
-
8
"
3'
-
8
"
3'
-
8
"
4'-0"4'-838"
3'
-
8
"
3'-8"
JG
A-410
FIXTURE PLAN
LOWER LEVEL
FIXTURE PLAN - LOWER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
FIXTURE MIRROR LOCATION SHOWN ARE NOT NECESSARILY
INDICATIVE OF FINAL LOCATIONS. G.C. SHALL COORDINATE WITH
H&M REP. PRIOR TO INSTALLATION OF COLUMN MIRRORS.
COORDINATE LOCATION OF FIRE ALARM HORNS, STROBES, PULLSTATIONS, ETC. MIRROR LOCATIONS SHOULD BE TAKEN INTO
CONSIDERATION BEFORE MOUNTING DEVICES. COORDINATE FINAL
LOCATIONS WITH H&M ON-SITE PROJECT MANAGER. THE DEVICESSHOULD NOT BE PLACED ON THE SAME FACE AS FIXTURE MIRROR. G.C.
TO COORDINATE AND ALERT OWNER/ARCHITECT WHERE THESE
CONFLICTS OCCUR PRIOR TO PLACEMENT OR INSTALLATION. IF
PLACEMENT IS DIRECTED BY LOCAL GOVERNING JURISDICTION, G.C.
SHALL NOTIFY H&M OF CONFLICT.
1. REFER TO SHEET A-421 FOR FIXTURE SCHEDULE2. REFER TO FIXTURE SCHEDULE FOR SALES AREA FIXTURES
ASSEMBLED BY G.C.
3. BOH FURNITURE TO BE ASSEMBLED & INSTALLED BY G.C.
4. G.C. TO PROVIDE AND INSTALL 6" FLAT METAL PLATE CORNERBRACE AT THE UNDERSIDE OF EACH CORNER OR EQUALLY
AROUND CIRCUMFERENCE OF ALL RUGS. ATTACH WITH HEAVY
DUTY DUCT TAPE.
5. ALL FREE-STANDING SALES AREA , NON-MOBILE FIXTURES OVER5'-9" TALL TO BE FIXED TO FLOOR. NOT INCLUDING
FREESTANDING MIRRORS, FREESTANDING STORE GUIDES AND
A-AREA BACKDROPS
6. REFER TO SHT. A-702 FOR WALL PANEL J-MOLD DETAIL ANDOTHER FIXTURE DETAILS.
7. CURTAINS SHOULD BE HEMMED TO 50MM // 2 INCHES ABOVE
FINISH FLOOR. ALL CEILING HEIGHTS + CURTAIN LENGTHS
SHOULD BE VERIFIED PRIOR. AFTER COMPLETION + ONCE HUNGON THE TRACK, CURTAINS SHOULD BE TIED UP OFF OF THE
FLOOR SO THAT THEY DO NOT GET DIRTY OR DAMAGED PRIOR
TO TURNOVER OF THE SPACE.
8. PLANT POT PINE BARK OR EQUIVALENT BY G.C.
FIXTURE MIRROR GENERAL NOTE
GENERAL NOTE
1. THIS PLAN IS FOR INFORMATIONAL PURPOSES ONLY. ALL FIXTURES
WILL BE SUPPLIED BY H&M AND INSTALLED BY GENERALCONTRACTOR. G.C. TO COORDINATE LOCATION OF REQUIRED
BLOCKING FOR HOOKS, WALL FIXTURES, ETC. WITH OWNER
PROVIDED FIXTURE/MILLWORK SHOP DRAWINGS. ALL BLOCKING
TO BE FRT. MAINTAIN A MIN OF 36" AROUND FLOOR FIXTURES AND
44" AT PERIMETER/FLOOR FIXTURES DURING FINAL INSTALL.COORDINATE EXACT FIXTURES AND LOCATIONS WITH H&M FIELD
REP. REFER TO H&M PROVIDED H&M'S PROVIDED "IPS DRAWINGS,
CATALOGUES, AND CONSTRUCTION INFORMATION" FOR FIXTURE
TYPES AND MORE INFORMATION.2. VERIFY ALL DIMENSIONS OF MILLWORK, FIXTURES, AND FITTING
ROOM FIXTURES AND DOORS WITH H&M PRIOR TO LAYOUT.
3. G.C. IS RESPONSIBLE FOR COORDINATING, RECEIVING, ANDUNLOADING ALL H&M SUPPLIED FIXTURES. G.C. TO TAKEINVENTORY OF SHIPMENT & REPORT ANY DISCREPANCY &
MISSING, DAMAGE ITEM WITH IN 48 HOUR OF DELIVERY,
OTHERWISE G.C. WILL BE CHARGED FOR MISSING DAMAGED ITEMS.4. G.C. IS RESPONSIBLE FOR DISPOSAL OF ALL ASSOCIATED
WRAPPING, CRATING AND REFUSE FROM H&M FIXTURES.
5. ALL WORK TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND
FEDERAL BY-LAWS AND CODE REQUIREMENTS.
6. G.C. IS RESPONSIBLE FOR PROVIDING ALL BRACING/BLOCKINGREQUIRED BY CODE AND STRUCTURAL NECESSITY FOR ALL FIXTURES
AFFIXED TO WALLS AND CEILINGS. G.C. TO COORDINATE WITH
H&M.7. G.C. TO COORDINATE ELECTRICAL REQUIREMENTS OF MILLWORK
FIXTURES. COORDINATE FIXTURE LAYOUT WITH MEP. ANY FLOOR
MOUNTED ELEC. BOX TO BE FLUSH MOUNTED.
8. G.C. TO INSTALL PVC PIPE DRAWING TUBE IN ELECTRICAL ROOM.REFER TO SHT. A-702. FOR MORE INFORMATION AND H & M ON
SITE PROJECT MANAGER FOR EXACT LOCATION.
9. G.C. TO PROVIDE ELECTRICAL POWER AND FINAL HOOK-UPS FOR
ALL STORE FIXTURES WHICH CONTAIN ELECTRICAL
ELEMENTS/LIGHTING. G.C. TO COORDINATE W/SHOP DRAWINGSTO BE PROVIDED BY OWNER. THE FIXTURE CONTRACTOR IS
RESPONSIBLE FOR ALL U.L. LISTING OF ALL FIXTURES REQUIRING
ELECTRICAL. SEE FIXTURE AND ELECTRICAL DRAWINGS FOR MOREINFORMATION.
10. FITTING ROOM CURTAINS AND CURTAIN RODS FURNISHED BY
TENANT AND INSTALLED BY G.C. G.C. TO PROVIDE FRT. BLOCKING
AS REQUIRED. REFER TO SHEETS A-730 AND H&M'S PROVIDED "IPSDRAWINGS, CATALOGUES, AND CONSTRUCTION INFORMATION"
FOR FIXTURE TYPES AND MORE INFORMATION.
11. G.C. SHALL INSTALL FLOOR FIXTURES AND CASHWRAP PER
DRAWINGS. COORDINATE FINAL FLOOR FIXTURE PLACEMENT WITHH&M REP AND LOCAL CODES. EGRESS PATH MUST BE MAINTAINED.
12. G.C. TO FURNISH AND INSTALL FELT FABRIC TO UNDERSIDE OF
FREESTANDING LIGHTBOX STAND.13. FLAME SPREAD AND SMOKE DEVELOPMENT RATING FOR ALL FINISHMATERIALS TO COMPLY WITH INTERNATIONAL BUILDING CODE AND
ALL APPLICABLE CODES
FIXTURE PLAN NOTES
G.C. TO PROVIDE MDF. BD. FOR MAGNETIC COMMUNICATIONBOARDS AT CASHWRAPS AND LEANING MIRRORS. REFER TO SHT.
A-702 FOR MORE INFO.
LEANING MIRROR &
COMMUNICATION BOARDS
·G.C. TO FURNISH AND INSTALL ALL SCREWS AND FIXINGSREQUIRED TO INSTALL CURTAIN TRACK, TYP.
·G.C. TO PROVIDE BLOCKING AS REQUIRED.
·G.C. TO CUT CURTAIN TRACKS ON-SITE, AS REQUIRED.
·AT ROOM DIVIDERS, G.C. TO PROVIDE AND INSTALL METAL TUBES.SEE CEILING DETAILS SHEET FOR MORE INFO.
·BOTTOM OF CURTAINS TO BE HEMMED TO SIT 2" ABOVE
FINISHED FLOOR, BY G.C., TYP.
·FACE OF CURTAIN TRACK FACE TOWARD:
··STOREFRONT GLAZING AT STOREFRONT WINDOWS
··SALES AREA (WHEN AGAINST A WALL)
··FRONT OF STORE OR PORTAL AT ROOM DIVIDERS
CURTAIN TRACK & CURTAIN NOTES
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
1
1 02.13.23 REVISED PER CITY COMMENTS
30
"
x
6
0
"
30
"
x
6
0
"
PLASTIC PAPER TRASH
BA
R
W
I
T
H
H
I
G
H
S
T
O
O
L
S
&
O
U
T
L
E
T
S
50" TV
30
"
x
6
0
"
DECO TABLE & SHELVING:REUSE EXISTING TABLE ANDSHELVES FROM THEOLD DECO ROOM.
C6
3
0
3
E
1
C6
3
0
3
E
1
C6303E1
C6
3
0
3
E
1
C6
3
0
3
E
1
C6
3
0
3
E
1
C6
3
0
3
E
1
C6
3
0
3
E
1
C6
3
0
3
E
1
F
PROCESSING TABLEADJUSTABLE HEIGHT.ELECTRICITY REQUIRED INFLOOR. Art.NO 102043-01
3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER
3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER3-TIERLOCKER
WINDOW 1DISPLAY
101
WINDOW 2DISPLAY
102
AREA (WOMEN'S)SALES
104
ROOM #2FITTING
105
ROOMSTOCK
106
WINDOW 3DISPLAY
103
ROOMSTAFF
117
WASHROOM MEN'S
107
ROOMLAN
115
ADMIN
114
WASHROOM WOMEN'S
108
MICROWAVEWATERCOOLER
ROOMELECTRICAL
113
ROOMSECURITY
112
HALLWAY
109
ROOMVISUAL
110
ROOMJANITOR'S
111
ROOMMEETING
116
W
W
W
W
W
W
W
WW
W
W
W
W
W
W W
RELOCATEDVENDINGMACHINE
RELOCATEDVENDINGMACHINE
F F
6'-938"3'-8"10'-134"
4'
-
4
"
5'-1038"3'-8"4'-114"3'-1134"3'-918"
3'
-
8
58"
3'
-
8
"
4'-
8
1
8"
4'-4
5
8"
4'-1078"3'-11"4'-638"3'-8"3'-838"3'-818"3'-818"3'-8"3'-8"3'-8"3'-8"3'-818"3'-8"3'-8"
7'
-
1
34"
4'
-
3
18"
4'
-
1
34"3'
-
8
"
3'
-
8
"
4'
-
4
34"
4'
-
4
"
3'-878"3'-8"7'-612"
3'-8"
6'-9"3'-8"3'-8"3'-8"
3'
-
8
"
4'-138"4'-078"3'-8"3'-8"3'-8"3'-8"
3'-1138"3'
-
8
"
3'
-
8
"
3'
-
8
"
6'
-
4
14"
5'
-
7
14"
3'-8
"
3'
-
8
"
3'-8"
3'-878"4'-114"
LF
A-420
FIXTURE PLAN
UPPER LEVEL
FIXTURE PLAN - UPPER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
NOTE:
REFER TO SHT. A-410 FOR FIXTURE PLAN NOTES AND GENERAL NOTES.
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
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U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
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A
,
C
A
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I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
1
1 02.13.23 REVISED PER CITY COMMENTS
LF
A-421
FIXTURE SCHEDULE
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
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A
40
0
S
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B
A
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D
W
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N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
FREE STANDING FIXTURE LEGEND
SYMBOL FIXTURE
WIDTH/HEIGHT GLOBALARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPSQTY.
100437-01
101370-02
101717-01
101769-01
104225-01
104217-01
106426-01
106427-01
107273-01
107297-01
107460-01
107463-01
107477-01
107480-01
122834-01
+/- 450mm/ +/-1800mm 135064-05 MIRROR,FREESTANDING,OVAL,BLK.GR
201920-01
201921-01 MQN,FEMALE,IV,MT,FEATHEAD:BASE BRSS
+/- 775mm/ +/-1200mm 271937-01 S.STAND,W775,H1200-1900,BLK.GR/BRSS
271937-04
282023-07
282024-09 VOILE, 1 pcs, H:4500
282026-01
282221-09 VOILE, 1 pcs, H:2800
295447-02
297550-02 QUEUE DIVIDER,W.ROPE,L1500,BLK.GR
300594-01
301774-02 T-STAND F.SHOPPING BAGS,BLK.GR
307516-01 VITRINE CABINET,LARGE,BLK.GR
307886-01 VITRINE CABINET,SMALL,BLK.GR
309446-01 PLANT SHELF ROUND, F.PILLAR.DIA600-88000,2 2-LEVEK, CR,WHITE
+/- 1600mm/ +/-50mm 310754-01 POSTER CHANNEL,1600,BL.GREY
+/- 800mm/ +/-50mm 310763-01 POSTER CHANNEL,800,BL.GREY
+/- 950mm/ +/-1800mm 311001-01 S.STAND,1-SEC,H1800,W950,BEIGE
+/- 1990mm/
+/- 700mm 311289-02 TABLE,1990x890x700,WH.CLAYST.MEL
DIA:+/- 1200mm/+/- 665mm 311583-01 PRODUCT TABLE,ROUND,DIA1200,H665,WH.VENEER
311644-01 DEPT.BASKET,METAL/WO/AC,CREAM WH
+/- 625mm/ +/-1600mm 311862-01 S.STAND 1-SEC,H1600,W625,BEIGE
+/- 750mm/ +/-1800mm 311901-01 S.STAND,1-SEC,H1800,W625,BEIGE
+/- 1125mm/ +/-500mm 312214-01 COURTYARDTABLE,700X1125X500,PLYWO,CR.WH
DIA:+/-
650mm/+/-500mm 312245-01 ROUND TABLE,DIA650,H500,BRSS
+/- 470mm/ +/-875mm 312266-01 BASKET,ROUND,DIA470,H875,DR.WH
+/- 594mm/ +/-705mm 312333-01 BASKET,ROUND,DIA420,H705,DR.WH
312761-01
+/- 950mm/ +/-750mm 314201-02 SQUARE TABLE,950x950x750,WH.CLAYST.MEL
DIA:+/- 650mm/+/- 600mm 314322-02 FASHION TABLE,CYL.BASE,DIA650,H600,
WH.CLAYSTONE MEL/CRWH.MET
315332-01
316474-01 CASHPOINT,2-SEC,S.BEIGE/WH
316482-01 CASHPOINT,6-SEC,S.BEIGE/WH
DIA:+/- 400mm/
+/- 280mm 316818-01 MNQ PODIUM,DIA400,H280,WH.VENEER
DIA:+/- 400mm/
+/- 430mm 316834-01 MNQ PODIUM,DIA400,H430,WH.VENEER
316949-01
+/- 1340mm/ +/-1450mm 317736-01 F.STAND,2-SEC,CR.WH
W
L
FF
F
FREE STANDING FIXTURE LEGEND, CONT.
SYMBOL FIXTURE
WIDTH/HEIGHT GLOBALARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPSQTY.
+/- 1590mm/ +/-435mm 317766-01 TABLE BENCH,1590x550x435,WH.VENEER
+/- 1590mm/
+/- 460mm 317830-02 PRODUCTTABLE,LOW,1590x550x460,MEL,CR.WH
+/- 685mm 317832-01 TRESTLE TABLE,ROUND LEGS AND FRAME,H685,MET.CR.WH
+/- 1965mm/ +/-1450mm 318062-01 F.STAND,3-SEC,CR.WH
318062-02
+/- 1090mm/ +/-650mm 318441-01 TABLE,BLOCKCOW,1090x1010x700,PLY,BLK.GR
320209-01
320211-01 CAHSPOINT,WDB,X5,GARM.COL,KD,FRAMEDOORS,S.BEIGE
+/-1250/ +/-1450mm 320449-01 S.STAND,2-SEC,H1400,WHITE
+/-1250/ +/-1450mm 320449-02 S.STAND,2-SEC,H1400,BLK.GR
+/- 1250mm /
+/- 1850mm 320457-01 S.STAND,2-SEC,H1800,W.FOOTPLATE,CR.WH
+/- 1875mm /+/- 1450mm 320594-01 S.STAND,3-SEC,H1400,3X,WHITE
320761-01
+/- 510mm / +/-1400mm 322036-01 ACC.SHELF,METAL SQ.TUBE,H1400,BLK.GR
322190-01
322207-01
322207-02
322624-01
323202-01
323224-01 STORE GUIDE
+/- 536mm / +/-853mm 323252-01 CASHPOINT BASKET, METAL/WO/AC,CR,WH
323421-01
+/- 6493mm/
+/- 1229mm 323422-01 CASHPOINT,5-SEC,ADA,S.BEIGE/WH F/A
323430-01 CASHPOINT,6-SEC,ADA,S.BEIGE/WH F/A
+/- 2,000mm/
+/- 1130mm 323620-01 CASHPOINT TABLE COMBI,CLAYSTONE
MEL/BEIGE/CR.WH
+/- 800mm/+/-400mm 323426-01 SQUARE TABLE,800x800x400,TERRAZZOMEL.WH
323427-01 EXT, FEATURE CHAIR, BLACK
323431-01 EXT,PRESSED CHAIR BY N.H MOORMANN,UNIALU
323441-01 EXT,ECOBIRDY CHAIR, OFF-WHITE
323449-01
323456-01 CASHPOINT TABLE COMBI,CLAYSTONEMEL/BEIGE/CR.WH
+/- 2,000mm/
+/-1130mm 323620-01 CASHPOINT TABLE COMBI,CLAYSTONEMEL/BEIGE/CR.WH
323815-01 MQN,KID116,WH,MT,ROT.HEAD:BASE WH,SM
323829-01 MQN,KID140,WH,MT,ROT.HEAD:BASEWH,SM,II
323848-01 BUSTFORM,MALE,LINEN,FAB,REM.HEAD:BASEMPSS
323850-01 BUSTFORM,MALE,LINEN,FAB,REM.HEAD:BASEBLK.GR/BRSS
323857-01 BUSTFORM,FEMALE,LINEN,FAB,REM.HEAD:BASE MPSS
323858-01 BUSTFORM,FEMALE,LINEN,FAB,REM.HEAD:BASE BLK.GR/BRSS
+/- 1180mm /
+/- 521mm 323878-01 ACC TABLE,1180x500x520,MEL,S.BEIGE
324035-01 SUSPENDED CURTAIN TRACL
DIA: +/- 500mm/
+/-536mm 324129-01 PLANT/POT COMBI,L FICUS VARIOLOSA,GEOM.DIA500,H536
DIA: +/- 380mm/+/-505mm 324130-01 PLANT/POT COMBI,LFICUS,GEOM.DIA380,H505
DIA: +/- 380mm/+/-505mm 324131-01 PLANT/POT COMBI,L FIG LYRATA,GEOM.DIA380,H505
DIA: +/- 500mm/
+/-536mm 324132-01 PLANT/POT COMBI,L ALOEVERA,GEOM.DIA500,H536
DIA: +/- 380mm/+/-505mm 324133-01 PLANT/POT COMBI,LLOTUS,GEOM.DIA380,H505
DIA: +/- 380mm/+/-410mm 324134-01 PLANT/POT COMBI,MCACTUS,GEOM.DIA380,H410
DIA: +/- 380mm/
+/-410mm 324135-01 PLANT/POT COMBI,M FIGLYRATA,GEOM.DIA380,H410
324255-01 TRIO PLANT/POT COMBI, L LOTUS, M CACTUS,L ALOE VERA.
324254-01 DUO PLANT/POT COMBI, L FIG LYRATA & S.GARCINIA
ST
O
R
E
G
U
I
D
E
F
F
F
FITTING ROOM FIXTURE LEGEND
SYMBOL FIXTUREWIDTH/HEIGHT GLOBALARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPSQTY.
122834-01 CURTAIN RAIL KIRSCH,WHITE,3000mm
+/- 2400mm/
+/-
25mm/25mm 126264-01 WALL PANEL, SERVICE AREA, END STRIP,WHITE
+/- 1,001mm/+/- 951mm 154475-03 SERVICEAREA DESK,NAV.ASH,MELAMINE,M
154477-01 SERVICE AREA DESK, WHITE ASH MELAMINE,L
169252-03 SERVICE AREA DESK, NAV ASH MELAMINE,XL
200308-01 F. ROOM CABIN, L.GR, CURTAIN, ADD ON
200900-01 F. ROOM CABIN, L.GR, CURTAIN, ADD ON
+/- 2,420mm 201474-01 F. ROOM, CABINE, L.GR, CURTAIN, RIGHT,DISABLED, ADA/CBC
+/- 1,001mm/
+/- 951mm 201824-02 BENCH, NAV.ASH MEL, PWDRCOAT, D.GREY,1219X610, DISABLE
+/- 25mm /+/-2801mm 202292-01 ALU PROFILE,NAT.SATIN,25x25x2800
+/- 750mm /
+/-1850mm 276062-02 F. ROOM, ROUNDED MIRROR FRAME
282023-05 CURTAIN THICK, W:3000mm H:3500mm,BEIGE
+/- 3,000mm/+/- 3,500mm 282023-08 CURTAIN VOILE, SEE-THROUGH, W:3000mmH:3500mm, WHITE
+/- 3,000mm/
+/- 4,500mm 282024-09 CURTAIN VOILE, W:3000mm H:4500mm,LIGHT PINK
293677-01 F. ROOM, MIRROR FRAME
284929-01 CURTAIN RAIL, 3000mm, WHITE
319962-01 F. ROOM CABIN, CURTAIN, START, CR. WH
319964-01 F. ROOM CABIN, CURTAIN, ADD-ON, CR. WH
319967-01 F. ROOM CABIN, CURTAIN, ADA, CR. WH
319968-01 F. ROOM CABIN, CURTAIN, CORNER, CR. WH
320567-02 SERVICEAREA DESK,NAV.ASH,MELAMINE
323435-01 EXT, BEVEL BY FERM, WH. AOK, F. ROOMDISABLED
323439-01 EXT, HK LIVING TERAZZO SIDE TABLE,MTA2814, F. ROOM
328151-01
L
NAV.ASH
M
W.ASH
L
H
W
W
W
W
W W
W W
LIGHT BOX FIXTURE LEGEND
SYMBOL FIXTUREWIDTH/HEIGHT GLOBALARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPSQTY.
+/- 800mm - +/-5000mm 153248-01 LI.BOX, LED, 4-SECTION, H800, 400W,220-240V, AL W
+/- 800mm - +/-1,200mm 180056-01 LI.BOX, LED, H800, L1200, 50W, 220-240V,AL W
+/- 1,200mm/
+/- 1,800mm 185935-01 FREESTANDING LIGHTBOX F
+/- 2,200mm -
+/- 2,800mm 186422-01 LI.BOX, LED, FREEST. W2800, H2200,350W,220-240V, AL F
LIGHTBOX
BACK OF HOUSE FIXTURE LEGEND
SYMBOL FIXTURE
WIDTH/HEIGHT GLOBALARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPSQTY.
100673-01
100678-01
100680-01 STOCK: CHANNEL
100688-01
100691-01
102045-01
102052-01
109298-01
109298-01 STOCK: INTERIOR, BIJ
109299-01
109300-01
+/-450mm 118140-01 STOCK: INTERIOR, ACC
264629-01 STOCK: INTERIOR, C&C
F
W
C
A
*
NOTE :
***
= FLOOR POWERED FIXTURES
= WALL POWERED FIXTURES
= CEILING POWERED FIXTURES
= ASSEMBLY BY G.C.
*
*
*
*
*
WARDROBE/FRAME FIXTURE LEGEND
SYMBOL FIXTUREWIDTH/HEIGHT GLOBALARTICLE #FIXTURE DESCRIPTION NOTE QTY.IPSQTY.
100280-01
101107-01
101109-01
102124-01
102133-01
102144-01
102155-01
102386-01
102400-01
102423-01
102519-01
102527-01
102537-01
102539-01
102544-01
107171-01
107179-01
107194-01
107226-01
107545-01
107547-01
107549-01
107832-01
322187-01
322188-01
322190-01 WARDROBE,OPEN,3-SEC,CR.WH
322207-01 WARDROBE,OPEN,2-SEC,CR.WH
W3
W2
B2
B3
B1
W1
G2
G3
G1
*
UP 30R
W WWW W W
W W
W
W
HM SPACE000HM SPACE000
WINDOW 1DISPLAY
001
WINDOW 2DISPLAY
002
DIVIDEDSALES AREA
003
MENSSALES AREA
004
ROOMFITTING
005
KIDSSALES AREA
005
CORRIDOREXIT
007
COLLECTCLICK &
006
MACHINE ROOMELEVATOR
008
ELEVATOR
009
PT-3 PT-7
PT-7
PT-7
PT-7
PT-7
PT-7
PT-3
PT-3
PT-3
PT-3
PT-3
PT-7PT-3
PT-5PT-5
PT-5
PT-5
PT-5
PT-5
5 FULL TILES
ABOVEPT-4
WT-2
PAINTED
PT-4
WC-1
PT-3PAINTED
PT-5
WC-1
PAINTED
PT-5
WC-1
PT-5
PT-1
PT-9
HANDRAIL &BALUSTRADE,
TYP.
14
4 5
11
13
9
4 5
11
13
9
3
6
5
8
21
21
PT-7
EXIST.VC-1
PT-7
BASE
FLOOR
CEILING
WALLS
PT-2
EXIST.VC-1
PT-3
BASE
FLOOR
CEILING
WALLS
PT-1
EXIST.
VC-1
N/A BASE
FLOOR
CEILING
WALLS
PT-1
EXIST.
VC-1
N/A BASE
FLOOR
CEILING
WALLS
PT-2
EXIST.
VC-1
PT-5 BASE
FLOOR
CEILING
WALLS EXIST.
EXIST.
EXIST.
PT-1/PT-10 BASE
FLOOR
CEILING
WALLS
PT-1
EXIST.
EXIST.
EXIST.
EXIST.BASE
FLOOR
CEILING
WALLSEXIST.
EXIST.
EXIST.
EXIST.BASE
FLOOR
CEILING
WALLS
PT-1
EXIST.EXIST.
PT-1
BASE
FLOOR
CEILING
WALLS
PT-5
EXIST.
VC-1
WC-1/PT-4 BASE
FLOOR
CEILING
WALLS
PT-1
1 11111111
PT-5
PT-3
212121
2121
20 20
20
20
20
20
20
PT-5
SIDE OF
BULKHEAD
2
TYP.
2
TYP.
2
TYP.
PT-5
SIDE OF
BULKHEAD
9
4
JG
A-510
FINISH PLAN
LOWER LEVEL
FINISH PLAN - LOWER LEVEL 1
SCALE: 1/8" = 1'-0"
NORTH
WALL FINISH LEGEND
SYMBOL DESCRIPTION
LOCATION OF HDF BD. WALL PROTECTION BY G.C.
PAINTED . WALL ABOVE TO BE PAINTED ,TYP. SEE SHT. A-711 FOR MORE INFO.
LOCATION OF RFID PAINT .
RSP
NOTE:
REFER TO SHT. A-521 FOR FINISH KEY AND GENERAL NOTES.
NOTE:
REFER TO SHT. A-740 FOR EXTENT OF IN BOH AREAS.
PT-5A PT-4
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
PT-10
WINDOW 1DISPLAY
101
WINDOW 2DISPLAY
102
AREA (WOMEN'S)SALES
104
ROOM #2FITTING
105
ROOMSTOCK
106
WINDOW 3DISPLAY
103
ROOMSTAFF
117
WASHROOM MEN'S
107
ROOMLAN
115
ADMIN
114
WASHROOM WOMEN'S
108
ROOMELECTRICAL
113
ROOMSECURITY
112
HALLWAY
109
ROOMVISUAL
110
ROOMJANITOR'S
111
ROOMMEETING
116
W
W
W
W
W
W
W
WW
W
W
W
W
W
W W
EXIST.
EXIST.EXIST.
EXIST.
BASE
FLOOR
CEILING
WALLS
EXIST.
EXIST.EXIST.
EXIST.
BASE
FLOOR
CEILING
WALLS EXIST.
EXIST.EXIST.
PT-1
BASE
FLOOR
CEILING
WALLS
EXIST.
EXIST.
EXIST.
EXIST.
BASE
FLOOR
CEILINGWALLS
EXIST.
EXIST.EXIST.
EXIST.
BASE
FLOOR
CEILING
WALLS
EXIST.
EXIST.EXIST.
EXIST.BASE
FLOOR
CEILING
WALLS
EXIST.
EXIST.EXIST.
PT-1
BASE
FLOOR
CEILING
WALLS
EXIST.
EXIST.EXIST.
PT-1
BASE
FLOOR
CEILING
WALLS
EXIST.
EXIST.EXIST.
PT-1
BASE
FLOOR
CEILING
WALLS
EXIST.
EXIST.
EXIST.
PT-1
BASE
FLOOR
CEILINGWALLS
EXIST.
EXIST.
EXIST.
PT-1
BASE
FLOOR
CEILINGWALLS
EXIST.
EXIST.
EXIST.
EXIST.
BASE
FLOOR
CEILINGWALLS
PT-5
EXIST.
VC-1
WC-1/PT-4
BASE
FLOOR
CEILINGWALLS
PT-2
EXIST.VC-1
PT-2
BASEFLOOR
CEILING
WALLS
PT-1
EXIST.VC-1
PT-4
BASEFLOOR
CEILING
WALLS
PT-1
EXIST.
VC-1
N/A
BASE
FLOOR
CEILINGWALLS
PT-1
EXIST.VC-1
N/A BASE
FLOOR
CEILING
WALLS
PT-5
SIDE OF
BULKHEAD
PT-1
ENTRY
CEILING
WT-3
ALL SIDES
PT-5
ALL SIDES OF
BULKHEAD
PT-2
U/S OF
DROPPED
CEILING
PT-5
SIDE OFBULKHEAD
PT-2 PT-2 PT-2
PT-2
1 1
11
5 FULL TILES
ABOVE
PT-4
WT-2
PAINTED
PT-4
WC-1
2
TYP.
3
6
21
5
4 5
11
13
9
20
20
20
8
20
PAINTED
PT-4
WC-1
ALL SIDES
PAINTED
PT-4
WC-1
ALL SIDES
PT-9
HANDRAIL &GUARDRAIL,
TYP.
14
19
19
19
4 10
18410
18
16
21
21
21
21
PT-2
PT-2
2
TYP.
4 10
18
172
TYP.
20
9
LF
A-520
FINISH PLAN
UPPER LEVEL
FINISH PLAN - UPPER LEVEL 1
SCALE: 1/8" = 1'-0"NORTH
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
WALL FINISH LEGEND
SYMBOL DESCRIPTION
LOCATION OF HDF BD. WALL PROTECTION BY G.C.
PAINTED . WALL ABOVE TO BE PAINTED ,TYP. SEE SHT. A-711 FOR MORE INFO.
LOCATION OF RFID PAINT .
RSP
NOTE:
REFER TO SHT. A-521 FOR FINISH KEY AND GENERAL NOTES.
NOTE:
REFER TO SHT. A-740 FOR EXTENT OF IN BOH AREAS.
PT-5A PT-4
PT-10
AND GRAPHIC DETAILS
JG
A-521
FINISH PLAN
LEGEND, NOTES
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
FLOOR LEVELING NOTE:
TENANT TO CONTRACT PSI TO PERFORM A
FLOOR LEVELING TEST TO DETERMINE
FLATNESS/FLOOR PREPARATION REQUIRED
PRIOR TO INSTALLING TILE
FLOOR TRANSITIONACCESSIBILITY NOTE:
ALL TRANSITIONS OF FLOORING MATERIALS TO MEETACCESSIBILITY REQUIREMENTS AND APPLICABLEACCESSIBILITY CODE. SEE SHEET A-000 FOR APPLICABLECODES.
FLOOR PROTECTION DURING CONSTRUCTION:
ONCE THE FLOORING IS GROUTED, IT SHOULD BE CLEANED AND PROTECTED AS REQUIRED.
FINISH PLAN GENERAL NOTES
CORNER GUARDS / R.S.P. NOTES:
SALES AREA CORNER GUARDS :
FULL HEIGHT ALUMINUM CORNER GUARDS ON PORTALS AND COLUMNS. (G.C TO REFER TO FINISH PLAN,
H&M I.P.S DRAWING & COLUMN DETAIL DRAWINGS FOR CORNER GUARD FINISH AND ADDITIONAL
INFORMATION.)
NOTE:
ALUMINUM CORNER GUARDS SUPPLIED BY H&M AND INSTALL BY G.C. REFER TO H&M "STORE
INSTRUCTIONS" REGARDING GENERAL ADHESIVE & SILICONE INSTRUCTIONS" UNDER "GENERAL CONST.
DETAILS. (TYP.)
B.O.H. R.S.P. / CORNER GUARDS AREAS :
INPRO G2 BIOBLEND RIGID VINYL WALL PROTECTION - 0040" THK. W/ G2-407 TOP CAP AND G2-409INSIDE CORNERS. USE SEAM JOINTS BETWEEN SECTIONS. SEE FLOOR DETAIL SHT. FOR MORE INFO. USEINPRO G2-150R CORNER GUARDS, SEE A-710, AT ALL OUTSIDE CORNERS (FULL HEIGHT).
NOTE:
GUARDS SECURED WITH CONSTRUCTION ADHESIVE.
(NO VISIBLE FASTENERS)
DECOR/FLOOR COVERING KEY NOTES
SYMBOL DESCRIPTION
EXISTING MIRROR TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION & CLEAN TO "LIKE
NEW" CONDITION.
GC TO CLEAN EXISTING STOREFRONT GLAZING.
FITTING ROOM CABIN CURTAIN AND CURTAIN ROD FURNISHED BY H&M AND INSTALLED BY G.C.REFER TO H&M FURNISHED "IPS DRAWINGS, CATALOGUES, AND CONSTRUCTION
INFORMATION" FOR MORE INFORMATION. G.C. TO FURNISH REQUIRED IN-WALL BLOCKING FOR
CURTAIN ROD & ACCESSORIES.
ALL DOORS AND FRAMES ON SALES FLOOR AND BACK OF HOUSE AREAS TO BE PAINTED TO
MATCH ADJACENT WALL. REMOVE VINYLS.
GC TO REPLACE ALUMINUM CORNER GUARDS IN FITTING ROOMS ( FULL HEIGHT), AND IN THESALES AREA AS REQUIRED.
REMOVE EXISTING PANELS & MIRROR IN SERVICE AREA AT FITTING ROOM. PATCH & REPAIRDRYWALL & PAINT WALLS. APPLY MISSING BASEBOARD TO MATCH EXISTING.
EXISTING FITTING ROOM CEILING PAINT TO REMAIN, GC TO CLEAN AS REQUIRED.
GC TO DEEP CLEAN THE EXISTING ELEVATOR CAB.
EXISTING FLOOR REMAIN AS IS. GC PATCH & REPAIR FLOOR AS NEEDED. NEW VINYL TO BE
APPLIED OVER TOP.
EXISTING BOH FLOOR TO REMAIN, GC TO STRIP & WAX. PATCH & REPAIR AS REQUIRED.
GC TO REMOVE ALL GRAPHIC WALLPAPERS AND PREPARE WALL AS NEEDED TO RECEIVE NEW
PAINT.
G.C. TO FURNISH CAP FOR CASHWRAP KICK TO ELIMINATE GAP BETWEEN CASHWRAP& SALES FLOOR.
EXISTING BASEBOARD IN THE SALES AREA TO REMAIN, GC TO CLEAN AS REQUIRED.
GC TO DEEP CLEAN EXISTING STAIRS & INSTALL NEW VINYL ON TOP OF EXISTING TREADS &
LANDINGS TO MATCH NEW SALES AREA FLOORING. PROVIDE FLOOR STRIPPING PER A-910.
EXISTING NAVIGATION SIGNS TO REMAIN.
SURFACE MOUNTED CURTAIN TRACK AND CURTAIN FURNISHED BY H&M & INSTALLED BY G.C.
BOTTOM TO BE HEMMED TO SIT 2" ABOVE FINISHED FLOOR, BY G.C. G.C. TO PROVIDEBLOCKING IN CEILING AS REQUIRED. REFER TO CLG. DETAILS SHT. FOR MORE INFO.
'RECYCLE' VINYL ON WALL. SUPPLIED & INSTALLED BY H&M.
EXISTING RSP PANELS IN BOH TO REMAIN , GC TO CLEAN AS REQUIRED.
GC TO DEEP CLEAN EXISTING WASHROOMS & JANITOR CLOSET.
G.C. TO INSTALL NEW WALL BASE ON NEW INTERIOR PARTITIONS TO MATCH EXISTINGADJACENT WALL.
PAINTED NAVIGATIONAL SIGN. REFER TO INTERIOR ELEVATIONS & STORE STANDARDS FORMORE INFORMATION.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
MPSS
·ALL PAINT TO BE BENJAMIN MOORE 'ULTRA' - NO SUBSTITUTIONS
·ALL WALLS AND DOORS NOT MARKED OR MENTIONED ON THE LAYOUT TO BE PAINTED (PT-1) IN
SALES AREA AND (PT-1) IN BOH.
·UNLESS SPECIFICALLY NOTED AS(RB-1), ALL BASEBOARDS TO BE (MB-1) AS NOTED ON LEGEND.
·ALL GYP. BD. CEILINGS NOT MARKED ON THE LAYOUT TO BE PATCHED & PAINTED (PT-1). ALL VISIBLECEILING INSTALLATIONS SUCH AS GRILLES, DIFFUSERS, SPEAKERS, ETC. AT FLOATING CEILINGS ANDPTD. GWB CEILINGS TO BE PAINTED TO MATCH CEILING COLOR.
·ALL VERTICAL ELEMENTS OF SOFFITS TO BE PAINTED TO MATCH ADJACENT COPLANAR WALL PAINT.
·WHERE WARDROBE FIXTURES ARE LOCATED, WALL BEHIND THEM NEED NOT TO BE PAINTED. NO BASE
TO BE INSTALLED BEHIND WARDROBE FIXTURES.
·IT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO TEST MOISTURE CONTENT OF
SUB FLOOR PRIOR TO INSTALLATION OF ALL FINISH FLOORING MATERIALS AND TO MAINTAIN PROPER
TEMPERATURE AND HUMIDITY LEVELS FOR FLOOR FINISH PER MANUFACTURERS SPECIFICATIONS.
·G.C. TO ADD A PLASTIC LAYER TO BACK OF ALL MIRRORS.
·ALL GYP. BD. SURFACES SHALL BE A LEVEL 4 FINISH PRIOR TO PAINTING.
·ALL FINISH MATERIALS AND ALL FLOOR FINISHES IN STORE SHALL COMPLY WITH JURISDICTIONAL
FLAME SPREAD AND SMOKE RATINGS.
·WHEN A FINISH CONFLICT OCCURS, THE STANDARDS OF THE HIGHER QUALITY FINISH MUST BE USED.
·ALL COLUMNS EXCEPT COLUMNS IN PORTALS WILL BE PAINTED IN THE SAME COLOR AS THE WALLS
·G.C. TO NOTIFY AND COORDINATE WITH H&M PM REGARDING THE USE OF AN FLOORING
UNDERLAYMENT MEMBRANE UNDER CERAMIC TILE FLOORING, IF REQUIRED PER SITE CONDITIONS.
·G.C. RESPONSIBLE TO REPACKAGE, INVENTORY AND PALLETIZE H&M FURNISHED MATERIALS.
CERAMIC WOOD TILE NOTE:
G.C. FLOORING SUBCONTRACTOR TO MIX TILES FROM DIFFERENT BOXES TO EVENLY DISTRIBUTE DYE LOTS.
MIRROR ("SM/CM") NOTE:
(ALL WORK / PRODUCTS BY G.C.)
G.C. APPLY AN EVEN COAT OF "CRL" HEAVY-BODIED MIRROR MASTIC TO WALL/SURFACE WHERE MIRRORS ARE BEEN
INSTALLED. APPLY PRODUCT IN STRICT CONFORMANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION
SPECIFICATIONS (FURNISH CUT SHEET FOR APPROVAL).
G.C. TO APPLY "CRL" CATEGORY II SAFETY BACKING TAPE FOR MIRRORS(APPLY TO BACK OF ALL MIRRORS) OR APPROVED EQUAL.
(FURNISH CUT SHEET FOR APPROVAL).
G.C. TO SECURE J-MOLDING FIRMLY TO STUD LOCATIONS (DO NOT SECURE TO GYP. BD.).
ALL MIRRORS TO HAVE POLISHED EDGES U.O.N (NO ROUGH EDGES)
BASE FINISH LEGEND
TAG DESCRIPTION
SALES AREA & FITTING ROOMS:
CERAMIC WOOD TILE BASE (173299-01 / 200278-01)
35 1/2" X 6" X 3/8" TILE. MAX OF 1/8" GROUT JOINT. GROUT TO BE MAPEI #111 SAHARA
BEIGE. (TILE FURNISHED BY H&M)
SALES AREA:
CERAMIC TILE SKIRTING (323115-01)TERAZZO LIKE, 600X140 (FURNISHED BY H&M)
HOME AREA AREA:
FLOOR SKIRTING (306931-02)30X30X3000, BLACK. (FURNISHED BY H&M)
FITTING ROOM & SALES AREA:EXISTING PRE-FAB ALUMINUM BASE (NATURAL SATIN) TO REMAIN. G.C. TO REPAIR AS NEEDED .
GC TO SUPPLY & INSTALL PER MANUFACTURERS INSTRUCTIONS WHERE NEEDED.. SEE BASE
DETAILS FOR MORE INFO.
RUBBER WALL BASE - ARMSTRONG RUBBER BASE. COLOR - #70 FLAXEN. SEE FLOORING BASE
DETAILS FOR MORE INFO.
TB-1
TB-2
TB-3
MB-1
RB-1
CEILING & BULKHEAD FINISH LEGEND
TAG DESCRIPTION
STANDARD WHITE CEILINGS: USG ORION 75 ACOUSTICAL PANELS (62150) 2' X 2' SQUARE LAY
IN TILE FOR WHITE CEILINGS. USE USG DONN BRAND DX/DXL ACOUSTICAL SUSPENSION
SYSTEM (COLOR TO MATCH). GC TO CONTACT H&M VENDOR LISTED ON SHEET A-000 FORINFO. REGARDING LOCAL SUPPLIERS.
ACT-1
PAINT AND WALL FINISH LEGEND
TAG DESCRIPTION
DISPLAY/POSTER/PODIUM WINDOW, BACK OF HOUSE, :
"WHITE" - BENJAMIN MOORE - # OC-129, ALABASTER / DENTELLE DELICATE, EGGSHELL FINISH
FOR WALLS, COLUMNS AND FASCIAS. FLAT FINISH FOR CEILINGS.
SAME AS PT-1 EXCEPT:
USE SEMI-GLOSS FINISH ON DOORS, DOOR FRAMES & WALLS AS INDICATED
STOREFRONT WALLS:"BEIGE" - BENJAMIN MOORE - 2108-60 ABALONE (NCS S 1502 - Y50R,GLOSS MATTE)
-/- SALES AREA WALLS:
"PINK" - BENJAMIN MOORE- #989 ALPHANO BEIGE, NCS S 2005 - Y60R, GLOSS MATTE,
MENS SALES AREA WALLS:
"GREY" - BENJAMIN MOORE 2108-60 ABALONE(NCS S 2002 - Y50R, GLOSS MATTE)
KIDS SALES AREA, FITTING ROOM WALLS:
"LIGHT BEIGE" - BENJAMIN MOORE -# OC20 PALE OAK ( NCS S 1002-Y50R,GLOSS MATTE)
COLUMNS :
"CONCRETE GREY" - CW-715 BONE BLACK (NCS S 2502-Y), GLOSS MATTE.
3" x 6" FIELD TILE(RUNNING BOND PATTERN, DALTILE, RITTEN HOUSE SQUARE MATTE ARCTIC WHITE, DT0790.)
GROUT MAPEI COLOR #38 AVALANCHE.
2"X15.75" CERAMIC WALL TILE - SOURCED LOCALLY. REFERENCE TILE 234 PARIS CREAM,
KAKELSPECIALISTEN (TYP.) GROUT MAPEI MOLOR #130 JASMIN OR SOPRO 29 HELL BEIGE.
INPRO G2 BIOBLEND RIGID VINYL SHEET WALL PROTECTION - CHINO 0258, .040" THK. w/
G2-407 TOP CAP AND G2-409 INSIDE CORNERS. USE SEAM JOINTS BETWEEN SECTIONS. SEE
SHT. A-702 FOR MORE INFO.
PT-1
PT-1A
PT-4
PT-2
PT-6
PT-5
PT-8
WT-1
WT-2
RSP
FLOOR FINISH LEGEND
SYMBOL TAG DESCRIPTION
CERAMIC WOOD TILE (173299-01 / 200278-01) IN HERRINGBONE
PATTERN
35 1/2" X 6" X 3/8" TILE. MAX OF 1/8" GROUT JOINT. GROUT TO BE
MAPEI #11 SAHARA BEIGE. (TILE FURNISHED BY H&M)
CERAMIC WOOD TILE (173299-01 / 200278-01) IN PARQUET PATTERN
35 1/2" X 6" X 3/8" TILE. MAX OF 1/8" GROUT JOINT. GROUT TO BE
MAPEI #11 SAHARA BEIGE. (TILE FURNISHED BY H&M)
SALES AREA FLOOR
CERAMIC TILE, TERAZZO LIKE, 600X600, GREY, ART. NO.: 319527-01(TILE FURNISHED BY H&M)
STAIRS, CERAMIC TILE, TERAZZO LIKE, 600X300, GREY, ART. NO.: 303388-01
(TILE FURNISHED BY H&M)
HOME FLOOR, PLANK, CURAD OAK, ART. NO.: 303388-01(TILE FURNISHED BY H&M)
BIO COMPOSITE FLOORING TILE. ARMSTRONG MIGRATIONS, BBT T3509,12" X 12" TILE. COLOR - MUSHROOM BEIGE
RECESSED ENTRY MAT:
BALCO - FGLP-A-MOD, BLACK ABRASIVE & VINYL WITH MILL ALUMINUMFINISH (TO BE USED WITH VESTIBULES ONLY)
WALK OFF MAT CARPET:
DESIGN STEP - POWER POINT, COLOR #7323 CASTLE GRAY, GRANDE
ENTRANCE C-S GROUP OR APPROVED EQUAL (TO BE USED WHEN THERE IS
NO VESTIBULE AT EXTERIOR ENTRANCES. SECURITY PEDESTALS TO BE
LOCATED ON WALK OFF MAT CARPET.
MALL FLOORING. G.C. TO COORD. PURCHASE AND/OR INSTALLATION
W/LANDLORD'S REP. V.I.F. G.C. TO REPAIR/REPLACE ANY MALL FINISH
FLOORING DAMAGED DURING CONSTRUCTION, WITHIN TENANT LEASELINE.
VINYL FLOOR COVERING, SPEC TBC
CT-1
CT-2
CT-3
CT-4
CT-5
FT-1
MT-1
MT-C
MALL
VC-1
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
LADIES/ DIVIDED SALES AREA:"LIGHT PINK" - BENJAMIN MOORE - # 1016, IONIC COLUMN( NCS 1005-Y50R,GLOSS MATTE)PT-3
MENS SALES AREA WALLS:
"LIGHT GREY" - BENJAMIN MOORE # HC 170 STONINGTON GRAY (NCS S 2000 -N, GLOSS
MATTE)
PT-7
PT-9 HANDRAIL PAINT ( ELECTROSTATICALLY PAINTED):
"DARK GREY" - RAL7201
V-1 GLASS HANDRAIL OF ESCALATOR ( ANTI-SCRATCH & APPLIED WITH HEAT GUN):
"DARK GREY VINYL" - COLOR TO MATCH RAL7201
STOREFRONT LEGEND
TAG DESCRIPTION
WHITE ACM PANELS (FABRICATED BY API OR OWNER APPROVED EQUAL)
WHITE FINISH, EGGSHELL FINISH (API.ACM 04-028E / 4MM SOFT WHITE)
STUCCO (STUC-O-FLEX) FINE FINISH, CALM 0C-22 COLOUR (TYP)
OAK/ASH WOOD PANELS, SPEC TO BE CONFIRMED.
14.75" X 29.5" CERAMIC TILE WHITE, 195366-01, SUPPLIED AND INSTALLED BY G.C.
2" X 15.75" CERAMIC TILE , 234 CREAM PARIS, SUPPLIED AND INSTALLED BY G.C.
MIRROR POLISHED STAINLESS STEEL #8 FINISH. FURNISH SAMPLE FOR APPROVAL PRIOR TOFABRICATION )FABRICATED BY API OR OWNER APPROVED EQUAL)
BRUSHED STAINLESS STEEL #4 FINISH. FURNISH SAMPLE FOR APPROVAL PRIOR TO FABRICATION
(FABRICATED BY API OR OWNER APPROVED EQUAL)
STOREFRONT POSTER WINDOW PLATFORMFORMICA, BRITE WHITE LAMINATE 459-58, GLUED ONTO ALL EXPOSED FACES OF MDF. BD.
PLATFORM PER MANUFACTURER'S INSTRUCTIONS. ALL EDGES AND SEAMS TO BE CLEAN,
SMOOTH AND FREE OF GAPS.
STOREFRONT DISPLAY WINDOW PLATFORM / OPEN WINDOW PODIUM
MDF FINISH TO BE PAINTED BENJAMIN MOORE - "WHITE" - BENJAMIN MOORE - #2121-70-1B,CHANTILLY LACE, EGGSHELL FINISH. (WHERE PLANKS ARE USED)
1/2" THK. STOREFRONT WINDOW PLANKS (FURNISHED BY H&M, INSTALLED BY G.C.)
1/2" TEMPERED GLASS STOREFRONT WINDOWS WITH 2" FRAME AND 6" STOREFRONT BASE
(TYP.). ENSURE EACH JOINT IS CLEAN, PRECISE AND AS TIGHT AS POSSIBLE (MAX. 1/8")
5/8" TEMPERED GLASS STOREFRONT WINDOWS WITH 2" FRAME AND 6" STOREFRONT BASE
(TYP.). ENSURE EACH JOINT IS CLEAN, PRECISE AND AS TIGHT AS POSSIBLE (MAX. 1/8")
3/4" TEMPERED GLASS STOREFRONT WINDOWS WITH 2" FRAME AND 6" STOREFRONT BASE
(TYP.). ENSURE EACH JOINT IS CLEAN, PRECISE AND AS TIGHT AS POSSIBLE (MAX. 1/8")
1" INSULATED TEMPERED GLAZING STOREFRONT WINDOWS WITH 2" FRAME
4" STOREFRONT SHOE BASE TO MATCH EXISTING BASE
(FINISH POWDERCOATED "WHITE" )
2" H. EXTERIOR STOREFRONT FRAME SYSTEM WITH THERMAL BREAK
(FINISH )
2" H. EXTERIOR STOREFRONT FRAME SYSTEM WITH THERMAL BREAK
(FINISH "DARK GREY" RAL 7022)
2" H. EXTERIOR STOREFRONT FRAME SYSTEM WITH THERMAL BREAK
(FINISH "BLACKENED STEEL")
2" H. SQUARE METAL PROFILE.
(FINISH "DARK GREY" RAL 7022)
6" H. EXTERIOR STOREFRONT TILE SKIRTING, BLACK STONE
ACM-1
WC-1
WC-2
WT-3
WT-4
MPSS
SS-1
PD-1
PD-2
PLANK
SF-1
SF-2
SF-3
SF-4
SF-F
SF-E
SF-G
SF-H
SF-J
TS-1
MPSS
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
RFID (EXISTING WALLS) :RFID PAINT - WOREMOR RF-IE50 - EMR SHIELDING PAINTPT-10
NOT USED
POWDER COAT FINISH, COLOUR "DARK GREY" RAL 7021ES-1
NOT USED
NOT USED
NOT USED
NOT USED
2'-5 1/2"
9
3
/
4
"
3'-1 3/4"
9
3
/
4
"
FLOOR FLOOR FLOOR FLOOR FLOOR
CEILING HEIGHT3000 MMCEILING HEIGHT2600 MM
CEILING HEIGHT3000 MMCEILING HEIGHT2600 MM
W:1'-7 3/4" X D:2" X H:6'-3" W:9"X D:1" X H:1'-5 5/8" OR 2'-4"W:2'-5 1/2" X D:2 3/8" X H:9 3/4"W:3'-1 3/4" X D:2 3/8" X H:9 3/4"
7'-8 1/2" IS MIN. CEILING HEIGHT FOR
USING NAVIGATION IN CEILING.
IMPORTANT NOTE: FOR DIFFERENT CEILING HEIGHTS ON SAME FLOOR, HANG THE SIGNS ON THE
SAME LEVEL. START FROM THE LOWEST CEILING HEIGHT.
NON LIT DIRECTIONAL BOX
NARROW
NON LIT DIRECTIONAL BOX WIDE
SIGN ATTACHED
DIRECTLY TO CEILING
CEILING HEIGHTS
7'-8 1/2" - 8'-4 3/8"
SIGN ATTACHED
WITH WIRE
SIGN ATTACHED
WITH WIRE
SIGN ATTACHED
WITH WIRE
SIGN ATTACHED
WITH WIRE
NOTE ON SITE:
CEILING CEILING
CEILING
CEILING
CEILING
CEILING HEIGHTS
>14'-0" USE WIRE
CEILING HEIGHTS
11'-6" - 13'-1 1/2"
CEILING HEIGHTS
9'-10 1/8" - 11'-5 13/16"
CEILING HEIGHTS
8'-4 1/2" - 9'-10"
9 3/4"
1'- 0 3/8"
NON-LIT DIRECTIONAL BOXES DEPARTMENT SIGNS
FREESTANDING WALL MOUNTED CLG. MOUNTED NARROW CLG. MOUNTED WIDE CEILING/SHELF MOUNTED
NON-LIT STORE GUIDES
NOTE:
G.C TO PROVIDE BLOCKING ABOVE CEILING OR ON THE WALL, AS REQUIRED, FOR ALLCEILING MOUNTED SPECIALTY LIGHTING FIXTURES AND SIGNS. (TYPICAL)
21
5
0
M
M
20
0
M
M
60
0
M
M
21
5
0
M
M
21
5
0
M
M
20
0
M
M
25
0
0
M
M
25
0
M
M
MI
N
6
'
-
1
0
3
/
4
"
6'-
1
0
3
/
4
"
-
7
'
-
8
1
/
2
"
8"
-
1
'
-
3
3
/
4
"
8'
-
2
1
/
2
"
9
3
/
4
"
-
2
'
-
5
3
/
4
"
9'
-
0
1
/
4
"
1'
-
7
3
/
4
"
-
3
'
-
3
3
/
8
"
9'
-
0
1
/
4
"
>3
'
-
3
3
/
8
"
FLOOR FLOOR
FOR NON-LIT ELEVATOR
STORE GUIDES:
THE STORE GUIDE IS PLACED
1200MM FROM FLOOR.
FOR NON-LIT STORE GUIDES:
THE STORE GUIDE IS PLACED200MM FROM FLOOR.
3'
-
1
1
"
8"
NON-LIT STORE GUIDE NON-LIT FREESTANDING
STORE GUIDE
BACK METAL FRAME
WHITE ACRYLICSHEET
TRANSPARENT ACRYLICSHEET
FRONT METAL
FRAME
NOTE:
·IF WALL MOUNTING WITH SCREWS IS NOT APPLICABLE STORE GUIDE FOR ELEVATOR CAN ALSO BE
ATTACHED TO WALL WITH DOUBLE SIDED ADHESIVE. (DELIVERED WITH PRODUCT)
·PLACE AGAINST REINFORCED WALL OUTSIDE OR INSIDE ELEVATOR
TRANSPARENT
ACRYLIC SHEETS
WHITE ACRYLIC
SHEETS
RE
M
O
V
A
B
L
E
G
A
B
L
E
VINYL IS TO BE ATTACHED TO THE WHITE ACRYLIC SHEET. - HIDE ALLVISIBLE ELECTRICAL CABLES.
NOTES:
3'
-
1
1
PLACE AGAINST FIXED REINFORCED WALL
ON WALL
FINIS
H
E
D
FLO
O
R
W:1'-7 3/4" X D:3 1/8" X H:1'-0 1/2"
DO NOT BOLT
STORE GUIDETO FLOOR.
NOTES:
BACK METAL FRAME
WHITE ACRYLICSHEET
TRANSPARENT ACRYLICSHEET
FRONT METAL
FRAME
8"
FINIS
H
E
D
FLO
O
R
181713-01 - H: 450MM 145926-01 - H: 710MM
KEY HOLE BRACKET ON BACK
OF ESPALIER SIGNAGE.
PIANO WIRE AND WIRELOCK, FURNISHED AND
INSTALLED BY G.C.,
ATTACHED TO
HORIZONTAL BAR OFESPALIER AND BRACKET ON
SIGNAGE. TYP. ON BOTH
SIDES.
ESPALIER SIGNAGEFURNISHED BY H&M AND
INSTALLED BY G.C.
ESPALIER FIXTURE. FURNISHEDBY H&M AND INSTALLED BYG.C. SEE ESPALIER DETAILS
SHT. FOR MORE INFO.
ALIGN
NON-LIT DIRECTIONAL BOX PLACEMENT 2
SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS
NAVIGATION SIGNAGE TYPES 1
SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS
LF
A-551
NAVIGATION
SIGN DETAILS
STORE GUIDE PLACEMENT - SALES AREA 7
SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS
STORE GUIDE TYPES 3
SCALE: 1 1/2" = 1'-0"FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS
DETAIL - ESPALIER SIGNAGE ATTACHMENT 6
SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS
ROOM DIVIDER 4
SCALE: N.T.S.FOR REFERENCE ONLY/REFER TO H&M STORE INSTRUCTIONS
NOT USED
NOT USED
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
1A-602 1A-602
EXISTING GLAZING TOREMAIN, TYP. GC TO
PROTECT DURING
CONSTRUCTION.
WC-1
±28'-1 3/4"
EXISTING GLAZING
±1'-9 1/2"±15'-11 1/2"
EXTENT OF STOREFRONT OPENING
±1'-9 1/2"±11 7/8"
EXISTING
GLAZING
±21
'
-
1
0
1
/
2
"
EXI
S
T
I
N
G
G
L
A
Z
I
N
G
±3'-11 3/8"
EXISTINGGLAZING
±3"
EXTERIOR OF STORE
ENTRANCE
EXISTING OVERHEAD ROLLING
GRILLE TO REMAIN. GC TOENSURE GOOD WORKING
ORDER.
EXISTING LL FINISH TOREMAIN, G.C. TO
PROTECT DURING
CONSTRUCTION.
OVER EXISTINGSTOREFRONT FINISH, ALLSIDES TYP.
WC-1 OVER EXISTINGSTOREFRONT FINISH, ALLSIDES TYP.
1
A-600
EXISTING GLAZING TOREMAIN, TYP. GC TOPROTECT DURING
CONSTRUCTION.
EXISTING LL FINISH TO
REMAIN, G.C. TO
PROTECT DURING
CONSTRUCTION.
TENANT LEASELINE (V.I.F.)
TENANT LEASE LINE
(V.I.F.)
NEW FREESTANDING
PODIUM, REFER
TO DETAILS
1A-602
4A-602
4A-602
4A-602
4A-602
4A-602
4A-602
SIM.MIR.
±9
'
-
6
1
/
2
"
EX
I
S
T
I
N
G
G
L
A
Z
I
N
G
±8
1
/
4
"
±1
3
'
-
3
3
/
8
"
±2
'
-
0
3
/
4
"
±2
'
-
3
7
/
8
"
±9
1
/
2
"
±1
9
'
-
1
3
/
4
"
E
X
T
E
N
T
O
F
S
T
O
R
E
F
R
O
N
T
O
P
E
N
I
N
G
±7
'
-
1
0
5
/
8
"
EX
I
S
T
I
N
G
G
L
A
Z
I
N
G
±16'
-
4
5
/
8
"
EXIS
T
I
N
G
G
L
A
Z
I
N
G
±19'
-
9
3
/
4
"
±21'-3 3/4"±29'-5 1/2"
EXISTING GLAZING
±25'-4 3/4"
±3
'
-
8
"
NEWSTOREFRONT
PODIUM
PLATFORM, REFERTO DETAILS
EXISTING LL
FINISH TO
REMAIN, G.C.TO PROTECTDURING
CONSTRUCTION.
TENANT LEASE
LINE (V.I.F.)
EXISTING GLAZING
TO REMAIN, TYP.
GC TO PROTECT
DURINGCONSTRUCTION.
WC-1 OVER
EXISTING
STOREFRONTFINISH, ALLSIDES TYP.
WC-1 OVER
EXISTING
STOREFRONTFINISH, ALL
SIDES TYP.
WT-3 OVER
EXISTING
STOREFRONTFINISH, ALLSIDES TYP.
EXISTING GLAZING
TO REMAIN, TYP.
GC TO PROTECT
DURINGCONSTRUCTION.
EXISTING GLAZINGTO REMAIN, TYP.
GC TO PROTECT
DURING
CONSTRUCTION.
EXISTING GLAZINGTO REMAIN, TYP.GC TO PROTECT
DURING
CONSTRUCTION.
WT-3 5 FULL
TILES WITH
ABOVE, OVEREXISTING
STOREFRONT
FINISH
WC-1
WT-3 5 FULLTILES WITH
ABOVE, OVER
EXISTINGSTOREFRONTFINISH
WC-1
WT-3 5 FULLTILES WITH
ABOVE, OVER
EXISTINGSTOREFRONTFINISH
WC-1
WT-3 5 FULL
TILES WITHABOVE, OVEREXISTING
STOREFRONT
FINISH
WC-1
ADJACENT
TENANT FINISHTO REMAIN, G.CTO PROTECT
DURING
CONSTRUCTION
NEW SALES AREA
OPEN FIXTURES
TYP. , REFER TOA-411
EXISTING
OVERHEAD
ROLLING
GRILLE TOREMAIN. GC
TO ENSURE
GOOD
WORKINGORDER.
±2 1/2"
EXTERIOR OF STORE
ENTRANCE
SIM.MIR.
SIM.MIR.
INTERNALLY ILLUMINATED
LIGHTBOX (BEYOND), TYP.
1. SEE FINISH SCHEDULE ON FOR FINISH INFO.2. SEE STRUCTURAL DRAWINGS, IF APPLICABLE, FOR FRAMING AND SUPPORT OF STOREFRONT. G.C. TO ADVISEIMMEDIATELY IF STOREFRONT DESIGN/LAYOUT CANNOT BE ACHIEVED DUE TO FIELD CONDITIONS.3. SEE MEP DRAWINGS FOR COORDINATION OF ALL EQUIPMENT/DEVICES IN STOREFRONT AREAS.4. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF DISPLAY WINDOW TO FINISH FLOOR LEVEL.5. EMERGENCY RELEASE DEVICE & KEY ACCESS BOXES TO BE INSTALL ON LEFT SIDE OF ENTRY AS YOU EXIT STORE.6. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF STOREFRONT WINDOWS TO FINISH FLOOR LEVEL.
STOREFRONT GENERAL NOTES
JG
A-600
ENLARGED
STOREFRONT PLANS
STOREFRONT FINISH LEGEND
SYMBOL DESCRIPTION
WALL SHIELDING BY G.C. SEE CONSTRUCTION PLAN FOR MORE INFO.
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
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T
H
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B
-
1
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O
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N
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
STOREFRONT PLAN - UPPER LEVEL 2
SCALE: 1/4" = 1'-0"INTERIOR
STOREFRONT PLAN - LOWER LEVEL 1
SCALE: 1/4" = 1'-0"INTERIOR
INTERIOR FREE
STANDING
FIXTURE
OPEN
TO SALES AREA
0'-0" FINISH FLOOR
15'-7 1/4"T/O TENANT FINISH
ADJACENT
TENANT
WT-3 5 FULLTILES WITH
ABOVE, OVER
EXISTING
STOREFRONTFINISH
WC-1
WT-3 OVEREXISTING
STOREFRONT
FINISH
± 9'-6 1/2"
EXISTING GLAZING
WT-3 5 FULLTILES WITH
ABOVE, OVER
EXISTING
STOREFRONTFINISH
WC-1
WC-1 OVEREXISTING
STOREFRONT
FINISH
±19'-1 3/4"
EXTENT OF STOREFRONT OPENING
±7'-10 5/8"
EXISTING GLAZING
±16'-4 5/8"
EXISTING GLAZING
±19'-9 3/4"
EXISTING ROLL UP
GRILLE TO REMAIN,G.C. TO ENSURE
GOOD WORKING
ORDER
EXISTING GLAZING
AND BASE TO REMAIN,TYP. GC TO PROTECT
DURING
CONSTRUCTION.
WC-1 OVEREXISTING
STOREFRONT
FINISH
WC-1 OVEREXISTING
STOREFRONT
FINISH
WC-1 OVEREXISTING
STOREFRONT
FINISH
EXISTING GLAZING
AND BASE TO REMAIN,TYP. GC TO PROTECT
DURING
CONSTRUCTION.
WC-1 OVEREXISTINGSTOREFRONT
FINISH
WC-1 OVEREXISTINGSTOREFRONT
FINISH
WC-1 OVEREXISTINGSTOREFRONT
FINISH
INTERNALLY ILLUMINATED
FLUSH MOUNTED FACE LIT
"H&M" LOGO SIGN(600mm - RAL 7021)EQ.EQ.
EXISTING GLAZING
AND BASE TO REMAIN,TYP. GC TO PROTECT
DURING
CONSTRUCTION.
EQ
.
EQ
.
GC TO PROTECT
ADJACENT TENANT ANDLL FINISHES DURINGCONSTRUCTION.
LEASE LINE
±6
'
-
4
3
/
4
"
5
F
U
L
L
T
I
L
E
S
2
A-608
3
A-608
3
A-603SIM.
3
A-603
3
A-603SIM.
4
A-603
±21'-3 3/4"±29'-5 5/8"
NEW BRUSHED
STEEL
STOREFRONT
BASE SS-1
NEW BRUSHED
STEEL
STOREFRONT
BASE SS-1
2
A-608
1
A-608
2
A-608
OPEN
TO SALES AREA
±28'-1 3/4"
EXISTING GLAZING
±1'-9 1/2"±15'-11 1/2"
EXTENT OF STOREFRONT OPENING
±1'-9 1/2"±11 7/8"
EXISTINGGLAZING
±21'-10 1/2"
EXISTING GLAZING
±3'-11 3/8"
EXISTINGGLAZING
±2 1/2"±3"
EXISTING GLAZING
AND BASE TO REMAIN,TYP. GC TO PROTECT
DURING
CONSTRUCTION.
EXISTING ROLL UP
GRILLE TO REMAIN,G.C. TO ENSURE
GOOD WORKING
ORDER
WC-1 OVEREXISTING
STOREFRONT
FINISH
WC-1 OVEREXISTING
STOREFRONT
FINISH
WC-1 OVER
EXISTINGSTOREFRONT
FINISH
INTERNALLY ILLUMINATED
SUSPENDED FACE LIT
"H&M" LOGO SIGN(600mm - RAL 7021)
WC-1 OVER
EXISTINGSTOREFRONT
FINISH
GC TO PROTECT
ADJACENT TENANT ANDLL FINISHES DURING
CONSTRUCTION.
ADJACENT
TENANT
GC TO PROTECT
ADJACENT LLFINISHES DURING
CONSTRUCTION.
EXISTING GLAZING
AND BASE TO REMAIN,TYP. GC TO PROTECT
DURING
CONSTRUCTION.
1
A-608
1
A-603
EQ.EQ.
8"
2
A-608
3
A-603
3
A-603 SIM.
ESCALATOR
NEW BRUSHED
STEEL
STOREFRONTBASESS-1
NEW BRUSHED
STEEL
STOREFRONTBASESS-1
2
A-603
FINISH FLOOR
T/O TENANT FINISH
LEASE LINE LEASE LINE
4
A-608
4
A-608
2
A-608
WT-3 5 FULL
TILES WITH
ABOVE, OVEREXISTING
STOREFRONT
FINISH
WC-1
±3'-8"±25'-4 3/4"
WC-1 OVER
EXISTING
STOREFRONTFINISH
WC-1 OVER
EXISTING
STOREFRONT
FINISH
ADJACENT
TENANT
GC TO PROTECTADJACENT TENANT
FINISHES DURING
CONSTRUCTION.
±6
'
-
4
7
/
8
"
5
F
U
L
L
T
I
L
E
S
3
A-608
1. SEE FINISH SCHEDULE ON FOR FINISH INFO.2. SEE STRUCTURAL DRAWINGS, IF APPLICABLE, FOR FRAMING AND SUPPORT OF STOREFRONT. G.C. TO ADVISEIMMEDIATELY IF STOREFRONT DESIGN/LAYOUT CANNOT BE ACHIEVED DUE TO FIELD CONDITIONS.3. SEE MEP DRAWINGS FOR COORDINATION OF ALL EQUIPMENT/DEVICES IN STOREFRONT AREAS.4. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF DISPLAY WINDOW TO FINISH FLOOR LEVEL.5. EMERGENCY RELEASE DEVICE & KEY ACCESS BOXES TO BE INSTALL ON LEFT SIDE OF ENTRY AS YOU EXIT STORE.6. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF STOREFRONT WINDOWS TO FINISH FLOOR LEVEL.
STOREFRONT GENERAL NOTES
STOREFRONT ELEVATION - UPPER LEVEL 2
SCALE: 1/4" = 1'-0"INTERIOR
JG
A-601
STOREFRONT
ELEVATIONS
STOREFRONT FINISH LEGEND
SYMBOL DESCRIPTION
WALL SHIELDING BY G.C. SEE CONSTRUCTION PLAN FOR MORE INFO.
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
STOREFRONT ELEVATION - LOWER LEVEL 1
SCALE: 1/4" = 1'-0"INTERIOR
±
1
'
-
1
0
34"
±
5
34"
±
2
'
-
4
12"
DASHED LINE INDICATES LINE OF
SOFFIT ABOVE
LINE OF EXISTING ROLL
UP GRILLE ABOVE
EXISTING ROLL UP GRILLECL
ON EXISTING
STOREFRONT FINISHWC-1
TENANT LEASE LINE
(V.I.F.)
ON EXISTING
STOREFRONT FINISHWC-1
MALL
CORRIDOR
HATCH INDICATES EXISTING
CONSTRUCTION/STRUCTURE
TO REMAIN
ON EXISTING
STOREFRONT FINISHWC-1
EXISTING STOREFRONT
GLAZING AND BASE
OPEN
WINDOW
±1'-912"
±1
'
-
6
38"
±7
58"
± 534"± 1'-134"
± 1'-712"
±1
0
14"
±8
14"
±1'-714"
OPEN
WINDOW
MALL
CORRIDOR
ON EXISTINGSTOREFRONT FINISHWC-1
EXISTING STOREFRONT
GLAZING AND BASE
LINE OF EXISTING ROLLUP GRILLE ABOVE
EXISTING ROLL UP GRILLECL
HATCH INDICATES EXISTING
CONSTRUCTION/STRUCTURE
TO REMAIN ON EXISTING
STOREFRONT FINISHWC-1
DASHED LINE INDICATESLINE OF SOFFIT ABOVE
TENANT LEASE LINE(V.I.F.)
±2
'
-
0
3
/
4
"
±2'-0 3/4"
±2'-0 3/4"
±2
'
-
0
3
/
4
"
ON EXISTING
STOREFRONT FINISH, ALL
SIDES TYP.
WT-3
HATCH INDICATED EXISTINGCONSTRUCTION TO
REMAIN.
ON EXISTING
STOREFRONT FINISHWT-3
HATCH INDICATED EXISTINGCONSTRUCTION TO
REMAIN.
EXISTING STOREFRONT
GLAZING AND BASE
HATCH INDICATES EXISTING
CONSTRUCTION/STRUCTURE
TO REMAIN
TENANT LEASE LINE
(V.I.F.)
REFER TO FINISH PLAN FOR
WALL FINISH
OPEN
WINDOW
MALL
CORRIDOR
9'-8 1/2"
5'
-
3
"
5'
-
0
1
/
4
"
10'-2 1/8"
2 3/4"2 3/4"
9 7/8"9 7/8"11'-9 3/4"
5'
-
7
3
/
4
"
ELECTRICITY OUTLET WITH A LIDAND BE LOCKABLE
PODIUM PLACED 100MM
DISTANCE FROM FACADEWINDOW LINE
FRONT/ SIDES AND BACKWALL
CLAD IN PLASTERBOARD,
SPACKELED AND PAINTED
2
3
/
4
"
5
A-603
7
A-603
A
A-603
8'
-
1
0
3
/
4
"
2"
±4
"
9'-8 1/2"2 3/4"2 3/4"
11'-9 3/4"
9 7/8"9 7/8"
10'-2 1/8"
8'
-
6
3
/
4
"
ELECTRICITY OUTLET
/NEEDS TO HAVE A LID AND BE LOCKABLE
PLACED BACK END ON PODIUM BASE FOR
MINIMUM VISIBILITY
FINISHED FLOORING LEVEL
POWDER COATED RAL 7021 METAL EDGECOVER,
ALL CORNERS BENT 90 DEGREES
8'
-
1
0
3
/
4
"
±4
"
2 3/4"
FACADE WINDOW
±4 3/4"
2"
2"
POWDER COATED RAL 7021
METAL EDGE COVER,
1330 - 1530 3 7/8"
1520 - 5'-7 3/4"
4 3/4"
PODIUM PLACED 100MM
DISTANCE FROM FACADEWINDOW
BLACK ABS BOARD TO COVER
PODIUM BASE FRONT AND SIDE
EDGES
FACADE FRAMING
DETAIL B
ES-1
PLASTER BACKWALL AND TOP/ PAINTED IN WALL
COLOUR
PLASTER
PODIUM TOP, WHITE MELAMINE BOARD
PLASTER
2
METAL PROFILE EDGE RAISE ABOVE PODIUM TOP
BY 2MM TO PROTECT TOP EDGE
METAL L-BRACKETS
PODIUM BASE STRUCTURE IN 22MM MDF BARD
ADD CORNER PROTECTION AND SAND BEFORE
PAINTING ON TOP AND SIDES OF PODIUM BACK WALL
POWDER COATED RAL 7021 METAL EDGE COVER
DETAIL B
18MM MDF BASE STRUCTURE
BLACK ABS BOARD
DETAIL C
METAL COVER ON FRONT, ALL CORNERS BENT 90 DEGREESSTRIVE TO HAVE MIN RADIUS IN CORNER, METAL COVER ATTACHED FROM BOTTOM SIDE
PODIUM TOP IN WHITE MELAMINE BOARD, BLACK METAL FRONT EDGETO RISE 2MM ABOVE PODIUM TOP SIDES
BLACK MELAMINE TO COVER PODIUM BASE FRONT EDGE
COVER BAND AGAINST FLOORING TO PREVENT WATER DAMAGE
2"
18MM MDF BASE STRUCTURE
METAL COVER ATTACHMENT SCREWS POSITION
ES-1
2 3/4"
CORNER BEAD
JOINT TO BE SEALED WITH PAINTERS FILLER
JG
A-602
STOREFRONT PLAN
DETAILS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
STOREFRONT PLAN DETAIL 1 1
SCALE: 1 1/2" = 1'-0"INTERIOR
1. SEE FINISH SCHEDULE ON FOR FINISH INFO.2. SEE STRUCTURAL DRAWINGS, IF APPLICABLE, FOR FRAMING AND SUPPORT OF STOREFRONT. G.C. TO ADVISEIMMEDIATELY IF STOREFRONT DESIGN/LAYOUT CANNOT BE ACHIEVED DUE TO FIELD CONDITIONS.
3. SEE MEP DRAWINGS FOR COORDINATION OF ALL EQUIPMENT/DEVICES IN STOREFRONT AREAS.4. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF DISPLAY WINDOW TO FINISH FLOOR LEVEL.5. EMERGENCY RELEASE DEVICE & KEY ACCESS BOXES TO BE INSTALL ON LEFT SIDE OF ENTRY AS YOU EXIT STORE.6. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OF STOREFRONT WINDOWS TO FINISH FLOOR LEVEL.7. G.C. TO SITE VERIFY ALL EXISTING SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
STOREFRONT GENERAL NOTES
STOREFRONT FINISH LEGEND
SYMBOL DESCRIPTION
WALL SHIELDING BY G.C. SEE CONSTRUCTION PLAN FOR MORE INFO.
STOREFRONT PLAN DETAIL 4 4
SCALE: 1 1/2" = 1'-0"INTERIOR
STOREFRONT PLAN DETAIL 2 2
SCALE: 1 1/2" = 1'-0"INTERIOR
STOREFRONT PLAN DETAIL 3 3
SCALE: 1 1/2" = 1'-0"INTERIOR
STOREFRONT PLAN DETAIL 5 5
SCALE: 1 1/2" = 1'-0"INTERIOR
STOREFRONT PLAN DETAIL 7 7
SCALE: 1 1/2" = 1'-0"INTERIOR
STOREFRONT PLAN DETAIL 6 6
SCALE: 1 1/2" = 1'-0"INTERIOR
STOREFRONT PLAN DETAIL 6 6
SCALE: 1 1/2" = 1'-0"INTERIOR
STOREFRONT PLAN DETAIL 7 7
SCALE: 1 1/2" = 1'-0"INTERIOR
STOREFRONT PLAN DETAIL 7 7
SCALE: 1 1/2" = 1'-0"INTERIOR
G.C TO FURNISH 5/8" "TYPE-X" GYP. BD. AT VERTICAL MALL BULK-HEAD
(WITHIN H&M LEASE SPACE) TO MAINTAIN SMOKE TIGHT SEPARATION
(TAPE & SPACKLED) TIGHT TO DECK ABOVE - (TYP.) WORK SHOULD BE
INCLUDING IN FINAL BID PACKAGE.NOTE:
IF GYP. BD. FINISH IS EXISTING PATCH AND REPAIR WITH "TYPE-X" GYP.
BD. TO MAINTAIN SMOKE TIGHT ASSEMBLY AT MALL BULKHEAD (TYP.)
G.C TO FURNISH H&M WITH A CREDIT.G.C. TO SITE VERIFY ALL EXISTING SITE CONDITIONS BEFORE
CONSTRUCTION BEGINS
1. SIGNAGE VENDOR TO SUBMIT SIGNAGE SHOP DRAWINGS ANDOBTAIN LANDLORD APPROVAL PRIOR TO FABRICATION ANDINSTALLATION. SEE LANDLORD CONTACT ON TITLE SHEET.2. G.C. TO COORDINATE ALL SIGNAGE WITH E.C., ELECTRICALDRAWINGS AND SIGN VENDOR DRAWINGS. REPORT ANYDISCREPANCIES PRIOR TO ROUGH-IN. G.C. / ELECTRICALCONTRACTOR TO FURNISH ALL ELECTRICAL REQUIREMENTS (TYP.).3. G.C. TO PULL ELECTRICAL WHIPS FOR SIGNAGE PRIOR TOINSTALLATION BY TENANT VENDOR4. G.C. TO COORDINATE SIGN INSTALLATION AND LOCATION OFSIGNAGE WITH SIGN TENANT VENDOR AND H&M PROJECTMANAGER. VERIFY ANY BLOCKING OR FRAMING REQUIREMENTSTHAT MAY BE REQUIRED FOR PROPER INSTALLATION PRIOR TO
CONSTRUCTION AND REPORT ANY DISCREPANCIES AND/OROBSTRUCTIONS TO THE PROJECT ARCHITECT AND H&M P.M.ACCORDINGLY.5. ALL SIGNAGE SHOWN FURNISHED AND INSTALLED BY SIGNVENDOR U.O.N. SEE SHT. A-609 FOR SIGNAGE TYPES AND MOREINFO.
1. SEE FINISH SCHEDULE ON SHEET A-521 FOR FINISH INFO.2. SEE STRUCTURAL DRAWINGS, IF APPLICABLE, FOR FRAMINGAND SUPPORT OF STOREFRONT. G.C. TO ADVISE IMMEDIATELYIF STOREFRONT DESIGN/LAYOUT CANNOT BE ACHIEVED DUETO FIELD CONDITIONS.3. SEE MEP DRAWINGS FOR COORDINATION OF ALLEQUIPMENT/DEVICES IN STOREFRONT AREAS.4. ENSURE LEVEL 4 FINISH ON ALL SURFACES AT INTERIOR OFSTOREFRONT WINDOWS TO FINISH FLOOR LEVEL.5. EMERGENCY RELEASE DEVICE & KEY ACCESS BOXES TO BEINSTALL ON LEFT SIDE OF ENTRY AS YOU EXIT STORE.
STOREFRONT GENERAL NOTES
SIGNAGE GENERAL NOTES
NOTES
±
6
"
SIM.
ON EXISTING
STOREFRONT TILESS-1
MALL COMMON
AREA
4
A-608
SALES AREA
LEASE LINE
ON EXISTING
STOREFRONT FINISH
WC-1
HATCH INDICATES EXISTING
FRAMING TO REMAIN
ON EXISTING
STOREFRONT FINISH
WC-1
13
'
-
4
"
EXISTING MALL CEILING, G.C.
TO PROTECT DURINGCONSTRUCTION
0'-0" A.F.F.
FINISHED FLOOR
± 13'-10"
T.O. H&M STORE FRONT
FINISHED FLOORING.
REFER TO SHEET FINISHPLAN SHT. FOR MORE
INFO.
EXISTING ENTRANCECEILING AND BULKHEAD
TO RECEIVE NEW PAINT
FINISH, REFER TO FINISH
PLAN FOR MORE INFO
EXISTING SALES AREA
CEILING TO RECEIVE
NEW PAINT FINISH, REFERTO FINISH PLAN FOR
MORE INFO
0'-0" A.F.F.
FINISHED FLOOR
±
6
"
OVER 1/4"
THK. MDF BD. ON
EXISTING STOREFRONT
FINISH
SS-1
MALL COMMON
AREAENTRANCE
PORTAL
ON EXISTINGSTOREFRONT METAL PANEL
WC-1
LEASE LINE
± 13'-10"
T.O. H&M STORE FRONT
± 11'-9 3/4"
U.S OF STOREFRONT OPENING
LINE AT EXISTING OVERHEADROLLING GRILLE
INTERNALLY ILLUMINATED
SUSPENDED FACE LIT "H&M"LOGO SIGN (600MM - RAL 7021)EXISTING ENTRANCECEILING AND BULKHEAD
TO RECEIVE NEW PAINT
FINISH, REFER TO FINISH
PLAN FOR MORE INFO
EXISTING SALES AREA
CEILING TO RECEIVE
NEW PAINT FINISH, REFERTO FINISH PLAN FOR
MORE INFO
11
'
-
3
34"
2'
-
0
14"
EXISTING MALL CEILING, G.C.
TO PROTECT DURING
CONSTRUCTION
FINISHED FLOORING.
REFER TO SHEET FINISHPLAN FOR MORE INFO
1
A-608
OVER 1/4"
THK. MDF BD. ON
EXISTING STOREFRONT
FINISH
SS-1
OPEN TO
ENTRANCE
EXISTING OPEN
WINDOW CEILING TO
RECEIVE NEW PAINTFINISH, REFER TO FINISH
PLAN FOR MORE INFO
0'-0" A.F.F.
FINISHED FLOOR
± 13'-10"
T.O. H&M STORE FRONT
± 11'-9 3/4"
T.O. STOREFRONT GLAZING
LEASE LINE
ON EXISTING
STOREFRONT FINISH
WC-1
ON EXISTING
STOREFRONT FINISH
WC-1
EXISTING STOREFRONTGLAZING
EXISTING MALL CEILING, G.C.
TO PROTECT DURINGCONSTRUCTION
±
6
"
11
'
-
3
34"
2'
-
0
14"
EXISTING TRACK LIGHTING
NEW STOREFRONT PODIUM
PLATFORM
2
A-608
3
A-608
TYP.
± 15'-7 1/4"
T.O. H&M STORE FRONT(UPPER LEVEL)
0'-0" A.F.F.
FINISHED FLOOR
ON EXISTING
SUBSTRATE ON EXISTINGSTOREFRONT FINISH
(5 FULL TILES)
WT-3
WC-1 ON EXISTING
STOREFRONT FINISH
WC-1
HATCH INDICATES
EXISTING FRAMING
AND STRUCTURE TO
REMAIN
EXISTING MALL CEILING, G.C.
TO PROTECT DURINGCONSTRUCTION
EXISTING SALES AREA
CEILING TO RECEIVE
NEW PAINT FINISH, REFER
TO FINISH PLAN FORMORE INFO
EXISTING SALES AREAWALL TO RECEIVE NEW
PAINT FINISH, REFER TO
FINISH PLAN
FINISHED FLOORING.REFER TO SHEET FINISH
PLAN FOR MORE INFO
EXISTING SALES AREA
BASE
LEASE LINE, SITE VERIFY
LOCATION
EXISTING CONDITIONS AND FRAMING ARE ASSUMED, G.C. TO ENSURE
TO SITE VERIFY ALL CONDITIONS BEFORE BEGINNING
DEMOLITION/CONSTRUCTION.
NOTE
SECTION - STOREFRONT ENTRANCE 2
SCALE: 1" = 1'-0"STOREFRONT
SECTION - STOREFRONT PORTAL 1
SCALE: 1" = 1'-0"STOREFRONT
JG
A-604
STOREFRONT
SECTIONS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
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D
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SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
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#
B
-
1
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F
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2
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A
,
C
A
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I
F
O
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N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
SECTION - STOREFRONT GLAZING 3
SCALE: 1" = 1'-0"STOREFRONT
SECTION - STOREFRONT WALL (UPPER LEVEL)4
SCALE: 1" = 1'-0"STOREFRONT
MALL
COMMONAREA
HATCH INDICATESEXISTING
CONSTRUCTION TO
REMAIN
LEASE LINE, G.C. TO SITE
VERIFY LOCATION
ON EXISTINGSTOREFRONT FINISH
WC-1
EXISTING STOREFRONT
ENTRANCE CEILING TORECEIVE NEW PAINT
FINISH, REFER TO FINISH
PLAN FOR MORE INFO
STOREFRONT
ENTRANCE
MALLCOMMON
AREA
HATCH INDICATESEXISTING
CONSTRUCTION TO
REMAIN
LEASE LINE, G.C. TO SITE
VERIFY LOCATION
ON EXISTINGSTOREFRONT FINISH
WC-1
EXISTING STOREFRONTGLAZING
EXISTING OPEN WINDOW
CEILING TO RECEIVE NEWPAINT FINISH, REFER TO
FINISH PLAN FOR MORE
INFO
OPENDISPLAYWINDOW
MALL
COMMON
AREA
SALESAREA
HATCH INDICATES
EXISTING
CONSTRUCTION TO
REMAIN
LEASE LINE, G.C. TO SITE
VERIFY LOCATION
ON EXISTING
STOREFRONT FINISH
WC-1
OVER 1/2" THK.
CEMENT BD.
WT-3
METAL TRANSITION
PROFILE, COLOUR TO
MATCH .SS-1
TILE ADHESIVE
5/8"
1/8"
TILE ADHESIVE
EXISTING GYP. WALL BD.REFER TO FINISH PLANFOR PAINT COLOUR
OVER EXISTINGSTOREFRONT FINISH
WC-1
HATCH INDICATES
EXISTING
CONSTRUCTION TOREMAIN
MALL
COMMONAREA
6"
ONEXISTING
STOREFRONT
FINISH
SS-1
LEASE LINE
JG
A-608
STOREFRONT
DETAILS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
SECTION DETAIL - EXISTING STOREFRONT OPENING 1
SCALE: 1 1/2" = 1'-0"
SECTION DETAIL - EXISTING STOREFRONT GLAZING 2
SCALE: 1 1/2" = 1'-0"
SECTION DETAIL - BASE AT EXISTING STOREFRONT 4
SCALE: 6" = 1'-0"
SECTION DETAIL - WT-3 TO WC-1 CHANGE 3
SCALE: 6" = 1'-0"
ACRYLIC INTERNALLYILLUMINATED STOREFRONT
SIGNAGE. SIGN TO BE
SECURED TO STOREFRONT
WALL BEHIND.
NOTE:
A. SIGN CONTRACTOR TO
PROVIDE TO CLIENT.ARCHITECT AND
LANDLORD SIGN SHOP
DRAWINGS FOR
APPROVAL PRIOR TOSIGN FABRICATION.
B. ALL SIGNS MUST BE
SUBMITTED SEPARATELYWITH FULL DETAILS AS
TO MANUFACTURE AND
ATTACHMENT.
C. G.C. SHALL PROVIDE
AND INSTALL ACCESS
PANEL(S) AS REQUIREDPER CODE. IF LOCATION
OF ACCESS PANEL IS
NOT IN LEASED AREA
G.C. TO COORDINATELOCATION WITH
LANDLORD ON-SITE
REPRESENTATIVE.
VARIES
(V.I.F.)
VA
R
I
E
S
(V
.
I
.
F
.
)
6A-609
4A-609 C OF SIGN LOGO AND OF ENTRY OPENINGL
LINE OF CEILING/SOFFIT
3/8" PERSPEX 4T47 RED ACRYLIC FACED
INTERNALLY ILLUMINATED STOREFRONT SIGNAGE.METAL CAN LETTERS WITH REMOTE TRANSFERS.
1/2" HORIZONTAL SUPPORT
SIGN SUSPENSION TO MATCH
SIGN CAN FINISH. FASTENED
INTERNALLY PRIOR TO FACEATTACHMENT.
VARIES
SE
E
S
T
O
R
E
F
R
O
N
T
S
H
T
S
.
MA
I
N
S
I
G
N
1-1/2" X 1-1/2" INSERTION TUBE STEEL MOUNTING
BRACKET (AND INTEGRAL STRUCTURE ON SIGNSUPPORT) WITH PRE DRILLED SECURING PLACEMENT.
ADJUST LENGTH OF SUPPORTS AS REQUIRED TO
ENSURE TOP OF H&M ENTRY SIGNS ALIGN WITH
TOP OF H&M STOREFRONT WINDOW SIGNS(WHERE EXISTS). ALSO STOREFRONT ELEVATION
SHEETS. MOUNTING BRACKETS, HARDWARE, ETC.
AND ALL RETURNS TO BE PRE-FINISHED PAINTEDWHITE.
SIGN TRANSFORMER BOX WITH DISCONNECT.
18 GAUGE BOX BEAM HEADER SIGN SUPPORT.
METAL FRAMING FOR CEILING ACCESS PANEL.
1" Ø HOLE FOR ELECTRICAL FEED. TWOREQUIRED AT BRACKETS.
CONNECTION DETAIL BY OTHERS. CONNECTIONDETAIL SHOWN FOR REPRESENTATIONAL
PURPOSES ONLY.
1-1/2" X 1-1/2" INSERTION TUBE STEELMOUNTING BRACKET (AND INTEGRAL
STRUCTURE ON SIGN SUPPORT) WITH PRE
DRILLED SECURING PLACEMENT. ADJUST LENGTHOF SUPPORTS AS REQUIRED TO ENSURE TOP OF
H&M ENTRY SIGNS ALIGN WITH TOP OF H&M
STOREFRONT WINDOW SIGNS (WHERE EXISTS).
ALSO STOREFRONT ELEVATION SHEETS.MOUNTING BRACKETS, HARDWARE, ETC. AND
ALL RETURNS TO BE PRE-FINISHED PAINTED
WHITE.
3/8" ACRYLIC SIGN PACE SCREWED TO SIGN
CAN. PERSPEX 4T47 RED ACRYLIC.
FINISH INTERIOR OF SIGN WHITE ENAMEL. RED
LED LIGHTING BY SIGN CONTRACTOR.
3/4" METAL CLAD SIGN BACKER WITH INTERIOR
NEON APPLIED.
VARIES
ACRYLIC INTERNALLY ILLUMINATED STOREFRONTSIGNAGE. SIGN TO BE SECURED TO
STOREFRONT WALL BEHIND.
NOTE:A. SIGN CONTRACTOR TO PROVIDE TO
CLIENT, ARCHITECT AND LANDLORD SIGN
SHOP DRAWINGS FOR APPROVAL PRIORTO SIGN FABRICATION.
B. ALL SIGNS MUST BE SUBMITTED
SEPARATELY WITH FULL DETAILS AS TO
MANUFACTURE AND ATTACHMENT.C. GC SHALL PROVIDE AND INSTALL ACCESS
PANEL(S) AS REQUIRED PER CODE. IF
LOCATION OF ACCESS PANEL IS NOT IN
LEASED AREA GC TO COORDINATELOCATION WITH LANDLORD ON-SITE
REPRESENTATIVE.
PROPOSED 3/16" ACRYLIC SIGN FACE GLUED TO
SIGN CAN. PERSPEX 4T47 RED ACRYLIC.
34mm
SIGNAGE PROVIDED AND INSTALLED BY
SIGNAGE VENDOR. COORDINATE
INSTALLATION WITH LANDLORD
MOUNTING HARDWARE AS REQUIRED
2mm ALUMINUM, POWDER COATED INSIDE AND
OUTSIDE RAL 9002
36" APPROX.
(900mm.)
36
"
(9
0
0
m
m
.
)
VERIFY
VERIFY
1" SQ. TUBE
RED ACRYLIC FACE
'A''B'
PODIUM PROVIDED &
INSTALLED BY SIGN
VENDOR. PODIUM AND
EDGES/BACK OF "H&M"
LOGO SIGN TO BE CLAD
IN MIRROR POLISHED
STAINLESS STEEL.PODIUM TO BE
STATIONARY, WITHOUT
WHEELS
12
"
(3
0
0
m
m
.
)
3BA-609
5A-609
1'
-
7
1
1
/
1
6
"
4
1
/
2
"
4
7
/
8
"
2 1/8"1 15/16"
10
1
/
4
"
1'-3 9/16"
4"1'-7 11/16"
WALL MOUNTED
DOUBLE-SIDED
FLAGSIGN
CASE WELDED
ALUMINUM WITH CUT
OUT LOGOTYPE,
POWDER PAINTEDRAL9002, INSIDE
POWDER PAINTED
RAL9002
LOGOTYPE CUT
OUT FROM 3/8"
PERSPEX 4T47
RED ACRYLIC.
6" X 6" SQUARE COVERPLATE ON WALL POSTS.
NO VISIBLE FIXINGS
INTERNALLY ILLUMINATED "PUSH-THRU" H&M
SIGNAGE FLUSH MTD. TO STOREFRONTFACADE.
NOTE:
FRAMING OF PUSH-THROUGH SIGN PROVIDEDBY G.C. FRAMING MUST ACCOMMODATE
ENTIRE DEPTH OF PAN (3" V.I.F.) AND FACE SO
THAT FACE SITS FLUSH WITH SURROUNDINGACM PANELS. FRAMING NOT TO OBSTRUCTANY SALES AREA WALL FIXTURES THAT MAY
OCCUR ON OPP. SIDE OF WALL. VERIFY WALL
CONSTRUCTION AND THICKNESS PRIOR TOINSTALLATION. SEE SHT. A-600 FOR SIGN
ACCESS INFO
1/16" THK. ALUMINUM FACE WITH 1/2" RETURN.
3 1/4"
3'
-
0
"
3" DEEP, 1/8" THK. ALUMINUM PAN WITH 1" LIP
G.C. TO PROVIDE FRAMING FOR SIGN. SEE SHOP
DRAWINGS FOR MORE INFO.
SHOULDER CUT ACRYLIC LETTERS
4' X 8' ACM PANELS .
WRAP ACM INTO SEAMS FOR CLEAN/SMOOTHFINISH (TYP.)
ACM-1
3'
-
0
"
INTERNALLY ILLUMINATED
"PUSH-THRU" H&M SIGNAGE FLUSH
MTD. TO STOREFRONT FACADE,PROVIDED AND INSTALLED BY TENANT
VENDOR. G.C. TO PROVIDE FRAMING
FOR SIGN. SEE SHT. A-606 & SHOPDRAWINGS FOR MORE INFO.
NOTE:
FRAMING OF PUSH-THROUGH SIGNPROVIDED BY G.C. FRAMING MUST
ACCOMMODATE ENTIRE DEPTH OF
PAN (3" V.I.F.) AND FACE SO THAT
FACE SITS FLUSH WITHSURROUNDING ACM PANELS.
FRAMING NOT TO OBSTRUCT ANY
SALES AREA WALL FIXTURES THAT
MAY OCCUR ON OPP. SIDE OF WALL.G.C. TO COORDINATE CUT-OUT IN
PANELS AND VERIFY WALL
CONSTRUCTION AND THICKNESSPRIOR TO INSTALLATION.
VERIFY
VE
R
I
F
Y
VERIFY
EQ.EQ.
EQ
.
EQ
.
4' X 8' ACM PANELS .
CL
CL
9A-609
ACM-1
2" MIN.2" MIN.
2"
M
I
N
.
2"
M
I
N
.
DISCONNECT SWITCH
POWER SUPPLY
1 1/2" SCH. 40 PIPE
ELECTRICAL WIRE
1 1/2" ALUMINUM ANGLE WELDED TO .125
ALUMINUM RETURN.
1/2"
LOGO FROM THICK SHOULDER CUT CLEAR PLEX
WITH ROUTER CUT FROSTED EDGES. BACK
APPLIED VINYL TO MATCH 3/8" PERSPEX 4T47
RED ACRYLIC, AS REQUIRED BY H&M, TO BEADHERED TO FACE UTILIZING A COMBINATION
OF DOUBLE SIDED VHB TAPE AND SILICONE.
REMOVABLE .125 ALUMINUM FACE. POWDER
PAINTED RAL9002 FINISH.
STATIONARY .125 ALUMINUM FACE. POWDER
PAINTED RAL9002 FINISH.
1"x1"x3/16" ALUMINUM ANGLE ADHERED TO
INSIDE OF FACE WITH LORDS ADHESIVE. 1"
ANGLE IS SCREWED TO RETURN WITH A #8COUNTERSUNK SCREW TO ALLOW FACE TO BE
REMOVABLE.
#8 COUNTER SUNK SCREW
.125 ALUMINUM RETURN WELDED TO .125
STATIONARY FACE. POWDER PAINTED RAL9002
FINISH.
1/8" CLEAR ACRYLIC
3"
DASHED LINE OF 3" SQUARE COVER PLATE ON
WALL POSTS BEYOND.
DASHED LINE OF 3" SQUARE COVER PLATE ON
WALL POSTS BEYOND.
STOREFRONT SIGN ELEVATION DETAILS - SUSPENDED 1
SCALE: N.T.S.
STOREFRONT SIGN SECTION DETAIL - SUSPENDED 4
SCALE: N.T.S.
ELEVATION/SECTION - STOREFRONT PODIUM MTD. SIGN 7
SCALE: N.T.S.
ELEVATION DETAIL - BLADE SIGN 2
SCALE: N.T.S.
SECTION DETAIL - BLADE SIGN 5
SCALE: N.T.S.
ELEVATION DETAIL - STOREFRONT PUSH-THROUGH SIGN 8
SCALE: N.T.S.
STOREFRONT SIGN ELEVATION DETAILS - FLUSH MTD.3
SCALE: 1/8" = 1'-0"
STOREFRONT SIGN SECTION DETAIL - FLUSH MTD.6
SCALE: 1/8" = 1'-0"
SECTION DTL - STOREFRONT PUSH-THROUGH SIGN 9
SCALE: 1/8" = 1'-0"
LF
A-609
SIGNAGE
DETAILS
NOT USED
NOT USED
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
NOT USED
NOT USEDNOT USED
NOTE: SIGNAGE UNDER SEPARATE PERMIT
1
1 02.13.23 REVISED PER CITY COMMENTS
PT-5
PT-1
OPEN TO
DIVIDED SALESAREA
OPEN TO
DIVIDED SALES
AREAOPEN TO
MEN'S SALESAREA
10'-6" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
0'-0" A.F.F.
FINISH FLOOR
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
PT-5
G.C. TO ENSURE ADEQUATE
BLOCKING IN WALL FOR FIXTURE
INSTALLATION.
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
G.C. TO ENSURE ADEQUATE
BLOCKING IN WALL FOR FIXTURE
INSTALLATION.
PT-5 PT-5
PT-5
PORTALSIDES
PT-5
PORTALSIDES
PT-3
PORTALSIDES
PT-3
PORTALSIDES
PT-3
PORTAL
SIDE
WC-1
PAINTED
PT-4
ALL SIDES
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
32
9
1
4
1
-
0
1
PT-5
PAINTED NAVIGATION:MEN'S PAINTED NAVIGATION:WOMEN'S
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
0
8
7
6
-
0
1
ALL SIDES
TBD
10'-6" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
0'-0" A.F.F.FINISH FLOOR
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
G.C. TO ENSURE ADEQUATEBLOCKING IN WALL FOR FIXTUREINSTALLATION.
EXISTING BASE TOREMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
PAINTED NAVIGATION:ELEVATOR
10'-6" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
11'-9 3/4" A.F.F. (EXISTING)
T/O OF GLAZING
0'-0" A.F.F.
FINISH FLOOR
PT-5
PT-1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
U/S OF POSTER CHANNEL TO BE MOUNTED
AT 10'-0"
10
'
-
0
"
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
2
1
9
0
-
0
1
32
2
2
0
7
-
0
1
PT-5 PT-5PT-5
G.C. TO ENSURE ADEQUATE
BLOCKING IN WALL FOR FIXTURE
INSTALLATION.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
10'-6" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
0'-0" A.F.F.
FINISH FLOOR
32
2
1
9
0
-
0
1
32
2
2
0
7
-
0
1
32
2
2
0
7
-
0
1
PT-5
NEW BASE TO MATCH
EXISTING
OPEN TO KID'S
SALES AREAOPEN TO KID'SSALES AREA
OPEN TO KID'SSALES AREA
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
321316-01 321316-01
PT-5
PORTALSIDES
PT-5
PORTALSIDES
PAINTED NAVIGATION:KIDS PAINTED NAVIGATION:KIDS
PT-3
ALIGN PAINTTRANSTION WITH
PORTAL OPENING
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
3
9
-
0
1
32
9
8
3
9
-
0
1
321316-01
PT-3
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
3
9
-
0
1
321316-01
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
3
9
-
0
1
32
9
8
3
9
-
0
1
PT-3PT-3
PT-3
PORTALSIDES
PT-3
PORTALSIDES
PT-3
PORTAL
SIDES
PT-5
PT-1
WC-1
PAINTED
PT-4
ALL SIDES
ALL SIDES
TBD
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
PT-3
10'-6" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
11'-9 3/4" A.F.F. (EXISTING)
T/O OF GLAZING
0'-0" A.F.F.
FINISH FLOOR
OPEN TO KID'SSALES AREA
OPEN TO
FITTING
ROOMS
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
7
6
-
0
2
321316-01 321316-01 321316-01 321316-01
PT-7
PT-7
PORTAL
SIDES
PT-7
PORTAL
SIDESPT-5
PORTAL
SIDES
PT-5
PORTAL
SIDES
PAINTED NAVIGATION:
KIDS
PAINTED NAVIGATION:
FITTING ROOMS
PT-3
ALIGN PAINT
TRANSTION WITHPORTAL OPENING
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
3
9
-
0
1
EXISTING BASE TOREMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
PIVOT
POINT
OPEN
TO MALL
CORRIDOR
TBD
ALL SIDES
TBD
ALL SIDES
WC-1
PAINTED
PT-4
ALL SIDES
WC-1
PAINTED
PT-4
ALL SIDES
PIVOT
POINT
0'-0" A.F.F.
FINISH FLOOR
10'-6" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
8'-11" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
0'-0" A.F.F.
FINISH FLOOR EXISTING BASE TOREMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
10'-6" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
31
3
1
8
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
PT-7
G.C. TO ENSURE ADEQUATEBLOCKING IN WALL FOR FIXTURE
INSTALLATION.
LOWER LEVEL - INTERIOR ELEVATION @ KID'S DEPARTMENT 2
SCALE: 1/4" = 1'-0"
LF
A-610
INTERIOR ELEVATIONS
1. ALL DEVICES - COORDINATE ELECTRICAL
REQUIREMENTS AND HEIGHTS WITH
H&M PROJECT MANAGER AND
ELECTRICAL DRAWINGS.
2. SEE SHT. A-551.00 FOR MORE INFO.
ON NON-LIT. NAVIGATION.
3. SEE EGRESS SHEETS FOR LOCATIONS &
MORE INFO. ON EXIT SIGNS & FIRE
EXTINGUISHER LOCATIONS.
4. G.C. TO COORDINATE ALL WARDROBE
WALL OPENING DIMENSIONS WITH
WARDROVE MANUFACTURER.
5. G.C. TO COORDINATE ALL DEVICES.
COORDINATE ELECTRICAL
REQUIREMENTS/HEIGHT WITH P.M. &
ELEC. DWG'S.
6. G.C. TO COORDINATE HEIGHTS OF
MTL. STRIPS WITH HEIGHTS OF WALL
FIXTURE INSTALLATIONS. VERIFY
MOUNTING HEIGHTS AND
REQUIREMENTS WITH SEASONAL H&M
INSTRUCTION GUIDE. PROVIDE ADDTL.
BLOCKING IF REQUIRED.
NOTES
NOTE:
G.C TO COORDINATE GRAPHICS
INSTALLATION WITH "2019 - BLUE/RED
MOD STORE" GRAPHIC INSTALLATION
CATALOGUE AND VERIFY WITH H&M
PROJECT MANGER PRIOR TO
INSTALLATION (TYP.)
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
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A
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A
40
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A
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B
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&
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91
0
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12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
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A
X
X
Y
S
C
O
N
S
T
R
U
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T
I
O
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.
C
O
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
LOWER LEVEL - INTERIOR ELEVATION @ KID'S DEPARTMENT 3
SCALE: 1/4" = 1'-0"
LOWER LEVEL - INTERIOR ELEVATION @ DIVIDED/MEN'S DEPARTMENT (PARTIAL)6
SCALE: 1/4" = 1'-0"
LOWER LEVEL - INTERIOR ELEVATION @ KID'S DEPARTMENT 1
SCALE: 1/4" = 1'-0"
LOWER LEVEL - INTERIOR ELEVATION @ DIVIDED/MEN'S DEPARTMENT (CONTIINUED)6
SCALE: 1/4" = 1'-0"
LOWER LEVEL - INTERIOR ELEVATION @ KID'S DEPARTMENT 4
SCALE: 1/4" = 1'-0"
LOWER LEVEL - INTERIOR ELEVATION @ DIVIDED DEPARTMENT 5
SCALE: 1/4" = 1'-0"
LOWER LEVEL - INTERIOR ELEVATION @ MEN'S DEPARTMENT 7
SCALE: 1/4" = 1'-0"
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
1 02.13.23 REVISED PER CITY COMMENTS
1
10'-6" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
0'-0" A.F.F.
FINISH FLOOR
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
31
3
1
8
3
-
0
2
321316-01 321316-01
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
32
0
8
2
3
-
0
2
±68'-3 1/8"
ALIGN PAINT TRANSTION WITHCENTERLINE OF ROOM DIVIDER
PT-7
PT-3 PT-3
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
3
9
-
0
1
32
9
8
3
9
-
0
1
321316-01 321316-01
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
4
0
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
9
8
3
9
-
0
1
PT-3
PT-5
PT-1
32
0
4
5
7
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
U/S OF POSTER CHANNEL TO BE MOUNTED
AT 10'-0"
10
'
-
0
"
32
0
4
5
7
-
0
1
32
0
4
5
7
-
0
1
307516-01
321316-01 321316-01 321316-01 321316-01
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
7
6
-
0
1
PT-2
PAINTED NAVIGATION:
ELEVATOR
G.C. TO ENSURE ADEQUATE
BLOCKING IN WALL FOR FIXTURE
INSTALLATION.
PT-2 PT-2PT-5
0'-0" A.F.F.
FINISH FLOOR
10'-5" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
11'-9 3/4" A.F.F. (EXISTING)
T/O OF GLAZING
PT-1
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
OPEN TO
FITTING
ROOMS
OPEN TOWOMEN'SSALES AREA
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
0
8
7
6
-
0
1
PT-2 PT-2
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
±8
'
-
6
"
HE
I
G
H
T
T
O
M
A
T
C
H
EX
I
S
T
I
N
G
B
/
H
±8
'
-
6
"
HE
I
G
H
T
T
O
M
A
T
C
H
EX
I
S
T
I
N
G
B
/
H
PAINTED NAVIGATION:FITTING ROOM
±9
'
-
0
5
/
8
"
EQ.EQ.
0'-0" A.F.F.
FINISH FLOOR
10'-5" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
G.C. TO ENSURE ADEQUATE
BLOCKING IN WALL FOR FIXTURE
INSTALLATION.
0'-0" A.F.F.
FINISH FLOOR
10'-5" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
321316-01 321316-01321319-01
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
7
6
-
0
1
PT-2
EXISTING BASE TO
REMAIN. PATCH & REPAIR
AS REQUIRED, TYP.
G.C. TO ENSURE ADEQUATE
BLOCKING IN WALL FOR FIXTURE
INSTALLATION.
OPEN TO MALL
CORIDOR
PIVOTPOINT
TBD
ALL SIDES
TBD
ALL SIDES
WT-4
ALL SIDES
WC-1
PAINTED
PT-4
ALL SIDES
WC-1
PAINTED
PT-4
ALL SIDES
PIVOTPOINT
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
321316-01321316-01
32
0
4
5
7
-
0
1
32
0
4
5
7
-
0
1
32
0
4
5
7
-
0
1
PT-2
G.C. TO ENSURE ADEQUATE
BLOCKING IN WALL FOR FIXTUREINSTALLATION.
32
1
5
7
1
-
0
2
0'-0" A.F.F.
FINISH FLOOR
10'-5" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
0'-0" A.F.F.FINISH FLOOR
10'-5" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
PIVOT
POINT
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
7
6
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
G.C. TO ENSURE ADEQUATEBLOCKING IN WALL FOR FIXTUREINSTALLATION.
PT-2 PT-2 PT-2
U/S OF POSTER CHANNEL TO BE MOUNTED
AT 10'-0"
10
'
-
0
"
PT-2
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
321316-01 321316-01 321316-01 321316-01 321316-01
EXISTING BASE TOREMAIN. PATCH & REPAIRAS REQUIRED, TYP.
EXISTING BASE TOREMAIN. PATCH & REPAIRAS REQUIRED, TYP.
0'-0" A.F.F.
FINISH FLOOR
10'-5" A.F.F. (EXISTING)
U/S OF GYP. BD. CLG.
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
0
8
7
6
-
0
1
32
0
8
2
3
-
0
1
PIVOTPOINT
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
31
3
1
8
3
-
0
1
32
0
8
7
6
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
32
0
8
2
3
-
0
1
PT-2PT-2
EXISTING BASE TO
REMAIN. PATCH & REPAIRAS REQUIRED, TYP.
G.C. TO ENSURE ADEQUATE
BLOCKING IN WALL FOR FIXTUREINSTALLATION.
LOWER LEVEL - INTERIOR ELEVATION @ MEN'S/DIVIDED DEPARTMENT 1
SCALE: 1/4" = 1'-0"
LF
A-611
INTERIOR ELEVATIONS
1. ALL DEVICES - COORDINATE ELECTRICAL
REQUIREMENTS AND HEIGHTS WITH
H&M PROJECT MANAGER AND
ELECTRICAL DRAWINGS.
2. SEE SHT. A-551.00 FOR MORE INFO.
ON NON-LIT. NAVIGATION.
3. SEE EGRESS SHEETS FOR LOCATIONS &
MORE INFO. ON EXIT SIGNS & FIRE
EXTINGUISHER LOCATIONS.
4. G.C. TO COORDINATE ALL WARDROBE
WALL OPENING DIMENSIONS WITH
WARDROVE MANUFACTURER.
5. G.C. TO COORDINATE ALL DEVICES.
COORDINATE ELECTRICAL
REQUIREMENTS/HEIGHT WITH P.M. &
ELEC. DWG'S.
6. G.C. TO COORDINATE HEIGHTS OF
MTL. STRIPS WITH HEIGHTS OF WALL
FIXTURE INSTALLATIONS. VERIFY
MOUNTING HEIGHTS AND
REQUIREMENTS WITH SEASONAL H&M
INSTRUCTION GUIDE. PROVIDE ADDTL.
BLOCKING IF REQUIRED.
NOTES
NOTE:
G.C TO COORDINATE GRAPHICS
INSTALLATION WITH "2019 - RED MOD
STORE" GRAPHIC INSTALLATION
CATALOGUE AND VERIFY WITH H&M
PROJECT MANGER PRIOR TO
INSTALLATION (TYP.)REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
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CR
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#
B
-
1
0
&
F
-
2
4
AR
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A
D
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A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
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T
I
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N
.
C
O
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 2
SCALE: 1/4" = 1'-0"
UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 5
SCALE: 1/4" = 1'-0"
UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 3
SCALE: 1/4" = 1'-0"
UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 4
SCALE: 1/4" = 1'-0"
UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 7
SCALE: 1/4" = 1'-0"
UPPER LEVEL - INTERIOR ELEVATION @ WOMEN'S DEPARTMENT 6
SCALE: 1/4" = 1'-0"
1 02.13.23 REVISED PER CITY COMMENTS
1
6"
1
0'-0" A.F.F.FINISHED FLOOR
5
15
12
10
26
25
SEE RCP SHTS.FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
H&M SALES AREA
6"
1
0'-0" A.F.F.FINISHED FLOOR
5
15
12
26
25
SEE RCP SHTS.FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
H&M SALES AREA
10
PA
N
E
L
S
Y
S
T
E
M
SE
E
I
N
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
6"
1
0'-0" A.F.F.FINISHED FLOOR
5
15
12
26
25
SEE RCP SHTS.FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
WALL-MTD."STANDARD"
WALL PANEL
1
0'-0" A.F.F.
FINISHED FLOOR
5
14
26
25
SEE RCP SHTS.
FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
22
TI
L
E
F
I
N
I
S
H
SE
E
T
O
I
L
E
T
R
M
.
S
H
T
.
F
O
R
E
X
T
E
N
T
TILE FINISH. SEEFINISH PLAN &TOILET ROOM SHTS.
FOR MORE INFO.
15
SEE CONSTRUCTIONPLAN FOR PARTITION
TYPE FOR OTHER SIDE
OF WALL
SEE CONSTRUCTION
PLAN FOR PARTITION
TYPE FOR OTHER SIDEOF WALL
SEE CONSTRUCTION
PLAN FOR PARTITION
TYPE FOR OTHER SIDEOF WALL1
0'-0" A.F.F.
FINISHED FLOOR
5
12
26
SEE RCP SHTS.
U.S. OF EX'G DECK
16
15
G.C. TO PROVIDE
F.R.T. BLOCKINGBEHIND GYP. BD. AS
REQ'D FOR FURNITURE
& FIXTURES. SEE B.O.H.& MILLWORK SHTS.FOR MORE INFO.
SEE RCP SHTS.
FINISHED CLG.
25
SEE CONSTRUCTION
PLAN FOR PARTITIONTYPE FOR OTHER SIDE
OF WALL
6"
0'-0" A.F.F.FINISHED FLOOR
5
15
12
26
25
SEE RCP SHTS.FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
20
1
1
0'-0" A.F.F.
FINISHED FLOOR
5
12
26
SEE RCP SHTS.
U.S. OF EX'G DECK
STOCKROOM/
VISUAL ROOM
15
SEE CONSTRUCTION
PLAN FOR PARTITIONTYPE FOR OTHER SIDE
OF WALL
14A
SEE CONSTRUCTION
PLAN FOR PARTITIONTYPE FOR OTHER SIDEOF WALL
6"
1
0'-0" A.F.F.
FINISHED FLOOR
5
15
12
26
25
SEE RCP SHTS.
FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
SEE CONSTRUCTIONPLAN FOR PARTITIONTYPE FOR OTHER SIDE
OF WALL
30
1
5
12
26
15
G.C. TO PROVIDE F.R.T.
BLOCKING BEHIND
GYP. BD. AS REQ'D FORFURNITURE, WALLSTANDARDS, &
FIXTURES. SEE B.O.H. &
MILLWORK SHTS. FORMORE INFO.
25
0'-0" A.F.F.
FINISHED FLOOR
SEE RCP SHTS.
FINISHED CLG.
12
14A
14A
6"
PER PARTITION
TYPE BELOW
12
SEE CONSTRUCTION
PLAN FOR PARTITION
TYPE FOR OTHER SIDEOF WALL
6"
0'-0" A.F.F.FINISHED FLOOR
5
12
26
25
SEE RCP SHTS.FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
H&M
SALES
AREA
SEE CONSTRUCTION
PLAN FOR PARTITION
TYPE FOR OTHER SIDEOF WALL
8'-10 1/2"
T.O. WARDROBE
WARDROBE
1
0'-0" A.F.F.
FINISHED FLOOR
5
12
26
SEE RCP SHTS.
U.S. OF EX'G DECK
9
LAN/
ELECTRICAL
ROOM
8'
-
0
"
F.
R
.
T
.
P
L
Y
W
O
O
D
U
N
P
A
I
N
T
E
D
12
'
-
0
"
1
0'-0" A.F.F.
FINISHED FLOOR
15
12
26
25
SEE RCP SHTS.
FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
H&M
FITTING
ROOMAREA
±7
'
-
1
1
-
1
/
4
"
FI
T
T
I
N
G
R
O
O
M
CO
M
M
O
N
A
R
E
A
WA
L
L
P
A
N
E
L
S
18
±7
'
-
1
1
-
1
/
4
"
FI
T
T
I
N
G
R
O
O
M
C
A
B
I
N
P
A
N
E
L
S
H&M FITTINGROOM CABIN
AREA
'N'
'N2'
'N1'
'N3'
1
0'-0" A.F.F.
FINISHED FLOOR
5
15
12
26
25
SEE RCP SHTS.
FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
H&M
FITTING
ROOMAREA
±7
'
-
1
1
-
1
/
4
"
FI
T
T
I
N
G
R
O
O
M
CO
M
M
O
N
A
R
E
A
WA
L
L
P
A
N
E
L
S
18
±7
'
-
1
1
-
1
/
4
"
FI
T
T
I
N
G
R
O
O
M
C
A
B
I
N
P
A
N
E
L
S
15
19
H&M FITTINGROOM CABIN
AREA
'M'
'M2'
'M4'
'M1'
'M3'
'M5'
6"
ADMIN. ROOM
14A
11 1111
28
SEE CONSTRUCTIONPLAN FOR PARTITIONTYPE FOR OTHER SIDE
OF WALLSILICONE AT TOP OFWALL PANELS, TYP.
17
STUDS AT 12" O.C.
SILICONE AT TOP OFWALL PANELS, TYP.
0'-0" A.F.F.
FINISHED FLOOR
5
12
25
25
SEE RCP SHTS.
FINISHED CLG.
SEE RCP SHTS.
U.S. OF EX'G DECK
1
12
SEE CONSTRUCTION
PLAN FOR PARTITIONTYPE FOR OTHER SIDE
OF WALL
H&M DISPLAY
WINDOW
6
23 14A PER PARTITION
TYPE BELOW
23 14A PER PARTITION
TYPE BELOW
23 14A PER PARTITION
TYPE BELOW
23
14A PER PARTITION
TYPE BELOW
23
14A PER PARTITIONTYPE BELOW
23
14A PER PARTITION
TYPE BELOW
23
±5
'
-
6
5
/
8
"
CL
6" WIDE CONTINUOUS
20GA MTL. GROUND
BEHIND GYP. BD.COORDINATE HEIGHTWITH WARDROBE
FIXTURE.
14A PER PARTITION
TYPE BELOW
23
21
4'-
6
"
T.
O
.
W
A
L
L
PR
O
T
E
C
T
I
O
N
PRE-FINISHED
COMMON AREA
WALL PANELS
PRE-FINISHED
CABIN PANELS
PRE-FINISHED
COMMON AREA
WALL PANELS
PRE-FINISHEDCABIN PANELS
14A PER PARTITION
TYPE BELOW
23
14A PER PARTITION
TYPE BELOW
2314APER PARTITION
TYPE BELOW
23
6"
14A PER PARTITION
TYPE BELOW
23
12
26
5
15
19
11
12
26
29 29
DASHED LINE OF
WARDROBE
1
1
0'-0" A.F.F.
FINISHED FLOOR
5
12
26
SEE RCP SHTS.
U.S. OF EX'G DECK
31
STOCKROOM
12
'
-
0
"
SEE CONSTRUCTIONPLAN FOR PARTITIONTYPE FOR OTHER SIDE
OF WALL
14A PER PARTITION
TYPE BELOW
23
33
0'-0" A.F.F.
FINISHED FLOOR
SEE RCP SHTS.
U.S. OF EX'G DECK
CLICK & COLLECT
SEE CONSTRUCTIONPLAN FOR PARTITION
TYPE FOR OTHER SIDE
OF WALL
32
12
'
-
0
"
PA
I
N
T
P
T
-
1
0
SEE A-701 FORCONNECTION DETAILS
AT TOP OF WALL
SEE A-701 FOR
CONNECTION DETAILS
AT TOP OF WALL
SEE A-701 FOR
CONNECTION DETAILS
AT TOP OF WALL
NEW WALL - PANEL SYSTEM A
SCALE: N.T.S.
NEW WALL - PANEL SYSTEM A1
SCALE: N.T.S.
NEW WALL K
SCALE: N.T.S.
NEW WALL - FITTING ROOM CABIN M
SCALE: N.T.S.
NEW WALL - FITTING ROOM CABIN N
SCALE: N.T.S.
NEW WALL - PANEL SYSTEM A2
SCALE: N.T.S.
1 HR. FIRE RATED WALLSAME AS TYPE 'A' EXCEPT USE KEY NOTE #23
SAME AS TYPE 'A' EXCEPT USE KEY NOTE #14A
14A
7A
NEW WALL - WARDROBE B
SCALE: N.T.S.
NEW WALL - WARDROBE B1
SCALE: N.T.S.
NEW WALL - WARDROBE B2
SCALE: N.T.S.
1 HR. FIRE RATED WALLSAME AS TYPE 'B' EXCEPT USE KEY NOTE #23
SAME AS TYPE 'B' EXCEPT USE KEY NOTE #14A
NEW WALL - W/ MTL. GROUNDS C1
SCALE: N.T.S.
NEW WALL - W/ MTL. GROUNDS C2
SCALE: N.T.S.
1 HR. FIRE RATED WALLSAME AS TYPE 'C' EXCEPT USE KEY NOTE #23
SAME AS TYPE 'C' EXCEPT USE KEY NOTE #14A
NEW WALL - WALL PROTECTION D
SCALE: N.T.S.
NEW WALL - WALL PROTECTION D1
SCALE: N.T.S.
NEW WALL - WALL PROTECTION D2
SCALE: N.T.S.
NEW WALL - WALL PROTECTION D3
SCALE: N.T.S.
NEW WALL E
SCALE: N.T.S.
NEW WALL E1
SCALE: N.T.S.
NEW WALL E2
SCALE: N.T.S.
NEW WALL E3
SCALE: N.T.S.SAME AS TYPE 'E' EXCEPT USE KEY NOTE #4
NEW WALL - STOREFRONT WINDOW F
SCALE: N.T.S.
NEW WALL - STOREFRONT WINDOW F1
SCALE: N.T.S.
NEW WALL - STOREFRONT WINDOW F2
SCALE: N.T.S.
1 HR. FIRE RATED WALLSAME AS TYPE 'F' EXCEPT USE KEY NOTE #23
SAME AS TYPE 'F' EXCEPT USE KEY NOTE #14A
NEW WALL - STOCK/VISUAL ROOM G
SCALE: N.T.S.
NEW WALL - STOCK/VISUAL ROOM G1
SCALE: N.T.S.1 HR. FIRE RATED WALLSAME AS TYPE 'G' EXCEPT USE KEY NOTE #23
NEW WALL - MEETING / SEC. RM.H
SCALE: N.T.S.
1 HR. FIRE RATED WALLSAME AS TYPE 'E' EXCEPT USE KEY NOTE #23
SAME AS TYPE 'E' EXCEPT USE KEY NOTE #14A
NEW WALL K1
SCALE: N.T.S.1 HR. FIRE RATED WALL
NEW WALL K2
SCALE: N.T.S.SAME AS TYPE 'K' EXCEPT USE KEY NOTE #14A
SAME AS TYPE 'K' EXCEPT USE KEY NOTE #23
NEW WALL K3
SCALE: N.T.S.SAME AS TYPE 'K' EXCEPT OMIT KEY NOTE #25
USE KEY NOTE #14A & RSP INSTEAD OF TILE FINISH
NEW WALL - B.O.H.L
SCALE: N.T.S.
NEW WALL K4
SCALE: N.T.S.
NEW WALL - FITTING ROOM CABIN N2
SCALE: N.T.S.
NEW WALL - FITTING ROOM CABIN M4
SCALE: N.T.S.
NEW WALL - ADMIN. ROOM J
SCALE: N.T.S.
NEW WALL - PANEL SYSTEM A3
SCALE: N.T.S.SAME AS TYPE 'A' EXCEPT USE KEY NOTE #4
NEW WALL - FITTING ROOM N3
SCALE: N.T.S.
JG
A-700
PARTITION TYPES
NEW WALL - ADMIN. ROOM J1
SCALE: N.T.S.1 HR. FIRE RATED WALLSAME AS TYPE 'J' EXCEPT USE KEY NOTE #23
NEW WALL - B.O.H.L1
SCALE: N.T.S.1 HR. FIRE RATED WALLSAME AS TYPE 'L' EXCEPT USE KEY NOTE #23
NEW WALL - FITTING ROOM M5
SCALE: N.T.S.
NEW WALL - MEETING / SEC. RM.H1
SCALE: N.T.S.1 HR. FIRE RATED WALLSAME AS TYPE 'H' EXCEPT USE KEY NOTE #23
NEW WALL - B.O.H.L2
SCALE: N.T.S.SAME AS TYPE 'L' EXCEPT USE KEY NOTE #14A
NEW WALL - W/ MTL. GROUNDS C
SCALE: N.T.S.
NEW WALL - FITTING ROOM M1
SCALE: N.T.S.
NEW WALL - FITTING ROOM N1
SCALE: N.T.S.
SAME AS TYPE 'M' EXCEPT USE KEY NOTE #4
SAME AS TYPE 'M1' EXCEPT USE KEY NOTE #4
FITTING ROOM COMMON AREA WALL PANELS
NEW WALL - FITTING ROOM CABIN M2
SCALE: N.T.S.
NEW WALL - FITTING ROOM M3
SCALE: N.T.S.
1 HR. FIRE RATED WALLSAME AS TYPE 'M' EXCEPT USE KEY NOTE #23
1 HR. FIRE RATED WALLSAME AS TYPE 'M1' EXCEPT USE KEY NOTE #23
SAME AS TYPE 'N1' EXCEPT USE KEY NOTE #4
SAME AS TYPE 'N1' EXCEPT USE KEY NOTE #27
NEW WALL - MEETING / SEC. RM.H2
SCALE: N.T.S.SAME AS TYPE 'H' EXCEPT USE KEY NOTE #14A
NEW WALL - WARDROBE B3
SCALE: N.T.S.SAME AS TYPE 'B' EXCEPT USE KEY NOTE #4
SAME AS TYPE 'K' EXCEPT USE KEY NOTE #4
1 HR. FIRE RATED WALLSAME AS TYPE 'D' EXCEPT USE KEY NOTE #23
SAME AS TYPE 'D' EXCEPT USE KEY NOTE #14A
SAME AS TYPE 'D' EXCEPT USE KEY NOTE #4
PARTITION TYPE KEY NOTES
NO.DESCRIPTION
3-5/8" 20GA METAL STUDS @ 16" O.C
1-5/8" 20GA METAL STUDS @ 16" O.C
2-1/2" 20GA METAL STUDS @ 16" O.C
6" 20GA METAL STUDS @ 16" O.C
20GA METAL STUD RUNNER TO MATCH STUD SIZE, REFER TO 9/A-701 FORCONNECTION DETAIL TO SLAB.
3/4" THICK F.R PLY. WD.
3/4" THICK F.R PLY. WD. (STAMP SIDE FACING OUT) - DO NOT PAINT
EXTEND PLY. WD. FINISH TIGHT TO FLOOR DECK ABOVE
(3) ROWS OF 3/4" THICK X 6" WIDE F.R PLYWOOD
G.C. TO ADD ONE (1) LAYER OF CONT. 3/4" F.R.T. PLYWOOD ON P, P1, OR P3
DESIGNATED WALL OF LAN AND ELECTRICAL ROOM FOR ELECTRICAL/DATA/ETC.
EQUIPMENT. G.C. TO INSTALL FIRE RATED PLYWOOD FROM FINISHED FLOOR TO 8'-0"
A.F.F.. G.C. TO INSTALL PLYWOOD "STAMP-SIDE OUT" SO FIRE RATING STAMP IS VISIBLE
AFTER INSTALLATION. (DO NOT PAINT)
3 ROWS (MIN) OF 6" WIDE CONTINUOUS 20GA MTL. GROUNDS RUNNING ALONG
FIXTURE WALLS ONLY - SEE CONSTRUCTION PLAN FOR FIXTURE LOCATIONS.
NOTE: COORDINATE MTL. GROUNDS HEIGHTS / SPACING WITH FIXTURE HEIGHTS ( SEEINTERIOR ELEVATIONS FOR FIXTURE HEIGHTS )
F.R.T. WOOD BLOCKING BEHIND GYP. BD. FOR MOUNTING ALL SALES AREA & FITTING
ROOM FIXTURES/ACCESSORIES (AS REQUIRED).
5/8" GYP. BD FINISH ( TAPE & SPACKLED @ ALL JOINTS )
5/8" TYPE "X" GYP. BD FINISH ( TAPE & SPACKLED @ ALL JOINTS )
5/8" WATER RESISTANT GYP. BD FINISH ( TAPE & SPACKLED @ ALL JOINTS )
EXTEND GYP. BD. FINISH TIGHT TO FLOOR DECK ABOVE, SEE A-701 FOR CONNECTIONDETAILS.
FINISH BASE AS SCHEDULED ( SEE FINISH PLAN AND SCHEDULE )
SOUND BATT INSUL. BETWEEN STUDS
R.S.P. FINISH OVER GYP. BD. FINISH (SEE FINISH PLAN FOR SPEC.)
PRE-FINISHED WALL PANELS @ COMMON FITTING ROOM AREANOTE: SEE FITTING RM. DRAWING FOR LOCATIONS OF PANELS
PRE-FINISHED FITTING ROOM CABIN PANELS
NOTE: SEE FITTING ROOM DRAWING LOCATIONS.
1/2" THK. MDF BD. MOUNTED TO GYP. BD. WALL WITH ADHESIVE TROWELLED ONTO
THE BACK SIDE OF THE MDF. BD. SEE COLUMN DETAILS SHT. FOR MORE INFO.
1/4" THK. SHADOW GAP BETWEEN WALL BASE AND BOTTOM OF MDF. BD WALL
PROTECTION. SEE COLUMN DETAILS SHT. FOR MORE INFO.
G.C TO PROVIDE P.T WOOD BLOCKING BEHIND GYP. BD. FINISH FOR MOUNTING ALL
PLUMBING FIXTURES / ACCESSORIES (AS REQUIRED) . COORDINATE PLACEMENT OF
WOOD BLOCKING WITH PLUMBING FIXTURES / ACCESSORIES (SEE TOILET ROOM SHT.)
5/8" TYPE "X" GYP. BD. FINISH TIGHT TO DECK ABOVE FIRE TAPE & CAULK AT TOP OF
RATED WALL (TO MATCH UL #465) (SEE DETAILS ON SHT. A-701)
(2) LAYERS OF 5/8" TYPE "X" GYP. BD. FINISH TIGHT TO DECK ABOVE FIRE TAPE &
CAULK AT TOP OF RATED WALL (TO MATCH UL #411) (SEE DETAILS ON SHT. A-701)
ADJACENT CEILING/SOFFIT (IF PRESENT). SEE RCP SHTS. FOR MORE INFO.
SCHEDULED FLOORING. SEE FINISH PLAN SHTS. FOR FLOORING TYPES.
1 7/8" MTL. STUD. WITH 3/4" PLYWOOD AND 5/8" GYP. BD. ON BOTH SIDES. T.O.
PARTIAL HEIGHT WALL TO BE CAPPED AND ALIGNED WITH T.O. FITTING ROOM PANELS
G.C. TO PROVIDE ADEQUATE PONY WALL SUPPORT FOR FREESTANDING LOW-HEIGHT
WALLS.
PLYWOOD SHIM AT TOP OF FITTING ROOM CABIN WALL PANEL TO FILL GAP BETWEEN
PANEL AND WALL. GAP SIZE VARIES; SHIM TO BE ADJUSTED TO SUIT. TO BE PAINTED TO
MATCH WALL PANEL. SILICONE ON ALL JOINTS & SEAMS, TYP. SEE FITTING ROOM
DETAILS SHT. FOR MORE INFO.
7 ROWS (MIN) OF 1-1/2" X 4" MECHANICALLY FASTENED WOOD STRIPS RUNNING
(PAINTED TO MATCH ADJACENT WALL) ALONG FIXTURE WALLS ONLY (EXCEPT INNIGHTBOXES. WOOD STRIPS ON ALL NIGHTBOX WALLS) - SEE FIXTURE & BOH PLANFOR FIXTURE LOCATIONS. (F.R.T. PLYWOOD ONLY IF REQ'D BY AHJ)
NOTE: COORDINATE STRIP HEIGHTS / SPACING WITH STOCK FIXTURE SCREW
LOCATIONS AND ELECTRICAL SERVICES/OUTLETS. REFER TO MEP SHTS. FOR LOCATION
OF SERVICES.
RFID SHIELDING BETWEEN STUDS AND GYP. BD. FROM FINISHED FLOOR TO 12'-0" AFF.
REFLECTIX 48" X 100' DOUBLE REFLECTIVE INSULATION ROLL WITH STAPLE TAB
EDGE-ST48100, NEW YORK WIRE COMPANY MODFEL #FCS9222-M 36" X 48" AL0.1016MM (MIN) OR APPROVED EQUAL. (ONLY ON STOCKROOM SIDE OF THE WALL).
RFID SHIELDING PAINT, PT-10, ON EXISTING WALL FINISH. FROM FINISHED FLOOR TO12'-0" AFF. . (ONLY ON STOCKROOM SIDE OF THE WALL). REFER TO FINISH PLAN FOR
LOCATIONS
EXISTING WALL CONSTRUCTION.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
PARTITION NOTES:
1. UNDERSIDE OF EXISTING STRUCTURE
1.1. UNDERSIDE OF DECK VARIES FROM: ±XX'-X"A.F.F. TO ±XX'- X"A.F.F. (V.I.F.)
1.2. BOTTOM OF STEEL BEAMS VARIES FROM: ±XX'-X"A.F.F. TO ±XX'- X"A.F.F. (V.I.F.)
2. FIRESTOPPING SHALL BE THERMAFIBER WOOL INSULATION OR EQUIVALENT.
3. FIRE CAULKING SHALL BE FIRECODE BRAND FIRECAULK OR EQUIVALENT.
4. ALL PIPES , ELECTRICAL CONDUITS, STRUCTURE & DUCTS PENETRATION THROUGH RATED
WALLS SHALL BE FIRE CAULK AROUND ALL EDGES WITH "3M" FIRE BARRIER RATEDFORMING MATERIAL (OR APPROVED EQUAL)
5. G.C. TO PROVIDE ADEQUATE METAL STUDS PER SSMA LIMITED WALL HEIGHT
STANDARDS FOR INTERIOR NON-STRUCTURAL NON-COMPOSITE WALLS (5 PSF, L/240.)
6. ALL PARTITIONS SHOWN AS EXISTING TO BE PATCHED AND REPAIRED AS REQ'D. AND
MAINTAIN EXISTING RATING
7. BLOCKING IS SHOWN FOR REFERENCE ONLY. EXACT QUANTITY AND O.C. DIMENSIONS
SHALL BE COORDINATED WITH FIXTURE SHOP DWGS.8. NO SCREWING OR ATTACHING TO ROOF DECK. PER LL'S REQ'TS., G.C. TO COORD.
WITH LL'S ON SITE REP.
9. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM OR PENETRATE THEROOF DECK ALL. FRAMING MUST BE ATTACHED TO STRUCTURAL STEEL.10. G.C TO REFER TO H&M PRODUCT GUIDE LINES AND INTERIOR INSTRUCTIONS BOOKLETS
FOR FURTHER INFORMATION AND DETAILING FOR ALL H&M FIXTURES.
11. ALL EXTERIOR WALL FUR-OUTS TO RECEIVE MIN. R-19 BATT INSULATION.12. MAXIMUM ALLOWABLE SPACING FOR CONTROL JOINTS AT
GYP. BD. WALLS = 30'-0"
GYP. BD. CEILING = 50'-0"
NEW WALL - W/ MTL. GROUNDS C3
SCALE: N.T.S.SAME AS TYPE 'C' EXCEPT USE KEY NOTE #4
FITTING ROOM COMMON AREA WALL PANELS
FITTING ROOM CABIN PANELSFITTING ROOM CABIN PANELS
NEW WALL - LAN /ELECTRICAL ROOM P
SCALE: N.T.S.
NEW WALL - LAN/ELECTRICAL ROOM P1
SCALE: N.T.S.1 HR. FIRE RATED WALLSAME AS TYPE 'P' EXCEPT USE KEY NOTE #23NEW WALL - ELECTRICAL ROOM P2
SCALE: N.T.S.1 HR. FIRE RATED WALLSAME AS TYPE 'P1' EXCEPT DO NOT USE KEY NOTE #9WALL - LAN/ELECTRICAL ROOM P3
SCALE: N.T.S.NO NEW WALLUSE KEY NOTE #9 ON EXISTING FIRE RATED INTERIOR DEMISING WALL
NOT USED NOT USED NOT USED
NOT USEDNOT USED NOT USED NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
NOT USED
NOT USED
NEW WALL - RFID SHIELDING Q
SCALE: N.T.S.
NEW WALL - RFID SHIELDING Q2
SCALE: N.T.S.
NEW WALL - RFID SHIELDING Q1
SCALE: N.T.S.1 HR. FIRE RATED WALLSAME AS TYPE 'Q' EXCEPT USE KEY NOTE #23
SAME AS TYPE 'Q' EXCEPT USE KEY NOTE #14A
EXISTING WALL - CLICK + COLLECT & EXIST STOCKROOM R
SCALE: N.T.S.
EXISTING WALL - CLICK + COLLECT & EXIST STOCKROOM R1
SCALE: N.T.S.SAME AS TYPE 'R' EXCEPT USE KEY NOTE #30 PER WALL TYPE G
NEW WALL - RFID SHIELDING Q3
SCALE: N.T.S.SAME AS TYPE 'R' EXCEPT USE KEY NOTE #14A AND #30 PER WALL TYPE G
NOT USED
NOT USED
1 02.13.23 REVISED PER CITY COMMENTS
1
1
11
1'
-
0
"
8" X 20 GA STE STUD CONT.
FASTEN TO FLANGE WITH (2) #10 SCREWS
2 1/2" x 20 GA STE STUDS
BRIDGING CONT. (MID-LENGTH
OF KICKER)
16 GA CONN ANGLE W/ (2)
# 8 SCREWS EA LEG TYP
3 5/8" x 20 GA STE STUD CONT
W/ #12 SCREWS TO EACH STUD
EXISTING STEEL BEAM (ROOF FRAMING)
EXISTING ROOF DECK
NOTE:NOTHING IS PERMITTED TO BE ATTACHED TO,
SUSPENDED FROM OR PENETRATE THE
ROOF/FLOOR DECK. ALL FRAMING MUST BE
ATTACHED TO STRUCTURAL STEEL, IF REQUIRED BY
LANDLORD
SEE CONSTRUCTION PLAN FOR
WALL TYPE
1
1
SEE RCP SHTS.FINISHED CLG.
SEE RCP SHTS.U.S. OF EX'G DECK
B.O. ANGLE PLACED @
+11'-0" A.F.F. ONLY
WHERE THERE IS NO CLG.
H&M SIDE
AD
J
A
C
E
N
T
T
E
N
A
N
T
(N
.
I
.
C
.
)
2" DEEP x 18GA. CONT. SLIP TRACK -
FASTEN TO STUD TRACK BRACING W/
(2) #10 SCREWS
18GA. 6" MET STUD TRACK
BETWEEN BEAMS @ 4' OC
18GA. STUD TRACK - FASTEN TO
EXISTING BEAM W/ (2) #10 SCREWS
ST
U
D
F
R
A
M
I
N
G
@
1
6
"
O
.
C
.
EX
.
B
E
A
M
EX. BEAM
ST
U
D
F
R
A
M
I
N
G
@
1
6
"
O
.
C
.
EX
.
B
E
A
M
PARALLEL TO WALL PERPENDICULAR TO WALL
4"
M
I
N
.
6"
10
"
EX
'
G
.
DE
C
K
FILL DECK VOIDS WITH FIRE SAFINGINSULATION (U.L CERTIFIED)
PROVIDE "3M" FIRE BARRIER RATEDFORMING MATERIAL (OR APPROVED
EQUAL) 1 OR 2 HR RATED TO FULLY
SEAL BOTH SIDES AT RATED WALL
RATED GYP. BD. FINISH (TYP.)
MTL. STUD AS SCHEDULE( SEE CONSTRUCTION PLAN )
DEFLECTION TRACK(GAUGE TO MATCH STUDS)
AT TOP OF MTL. STUD RUNNER
ST
U
D
F
R
A
M
I
N
G
@
1
6
"
O
.
C
.
2 1/2" DEEP x 18GA. CONT.
SLIP TRACK - FASTEN TO TOP
FLANGE OF BEAM W/ (2) #10SCREWSEX. ROOFINSULATION
EX. ROOF
DECK
DEFLECTION TRACK
(GAUGE TO MATCH STUDS)
AT TOP OF MTL. STUD RUNNER
DEFLECTION TRACK
ALLOWANCE
(2) LAYER OF G.W.B (1) LAYER OF G.W.B
MT
L
.
S
T
U
D
FR
A
M
I
N
G
FIRE-RATED DEFLECTION TRACK
ASSEMBLY: CONNECT ONLY TO
UPTURNED MET STUD W/ (2) #10
SCREWS, NOT ROOF DECK
UPTURNED 16 GA STUD TRACK @ 4'-0"OC MAX COPED TO TOP FLANGE OFBEAM. TRACK TO BE FASTENED ONLY TO
BEAM, NOT DECK.
CONTINUOUS FIRE SEALANT
SECURE TO TOP TRACK ONLY
G.W.B OVERLAP COPED TO FLOORDECK PROFILE
MT
L
.
S
T
U
D
FR
A
M
I
N
G
FILL DECK VOIDS WITH FIRE SAFING
INSULATION (U.L CERTIFIED)
FASTEN TO TOP FLANGE OF
EXISTING BEAM W/ (2) #10SCREWS
EX
.
B
E
A
M
CONTINUOUS FIRE SEALANTAT ALL GAPS AND
PENETRATIONS
DEFLECTION TRACK
(GAUGE TO MATCH STUDS)
AT TOP OF MTL. STUD
RUNNER
DEFLECTION TRACK
ALLOWANCE
TYPICAL CONSTRUCTION AT
2HR RATED WALL
TYPICAL CONSTRUCTION AT
1HR RATED WALL
EX. BEAM
MT
L
.
S
T
U
D
FR
A
M
I
N
G
EX. ROOF
DECKEX. ROOF
DECK
ROOF INSULATION BOARDCONTINUOUS FIRE SEALANT
AT ALL GAPS AND
PENETRATIONS
DEFLECTION TRACK(GAUGE TO MATCH STUDS)
AT TOP OF MTL. STUD
RUNNER
DEFLECTION TRACKALLOWANCE
TYPICAL CONSTRUCTION AT
2HR RATED WALL
TYPICAL CONSTRUCTION AT
1HR RATED WALL
NOTE:
NOTHING IS PERMITTED TO BE ATTACHED TO,SUSPENDED FROM OR PENETRATE THE
ROOF/FLOOR DECK. ALL FRAMING MUST BEATTACHED TO STRUCTURAL STEEL, IF REQUIRED BY
LANDLORD
PERPENDICULAR TO METAL ROOF DECK FLUTES PARALLEL TO METAL ROOF DECK FLUTES
(2)-1200 CS 16 GA.
(2)-1000 CS 16 GA.
(2)-800 CS 16 GA.
(2)-600 CS 16 GA.
(2)-400 CS 16 GA.
C.E.M.C.O. NUMBERS SIZE DESCRIPTION
30'-0"
25'-0"
20'-0"
15'-0"
10'-0"
CLEAR SPAN
12" DEEP, 16 GAUGE
1-5/8" FLANGES
10" DEEP, 16 GAUGE
1-5/8" FLANGES
8" DEEP, 16 GAUGE
1-5/8" FLANGES
6" DEEP, 16 GAUGE
1-5/8" FLANGES
4" DEEP, 16 GAUGE
1-5/8" FLANGES
ALTERNATE: SUPPORT SOFFIT FROM MALL STRUCTURE ABOVE IF
PERMITTED BY LANDLORD
4X4" BOX BEAM. CUT
1-1/2" FLANGE AT
EACH MEMBER AND
BEND FLUSH TO SLAB.
SECURE TO SLAB W/(2) 0.145" P.A.F. EA TAB
TYPICAL.
ADD BENT TAB W/ FREE
STANDING ON SLAB
3-1/2" TRACK WHEN COL
SET IN WALL FRAM'G
PLAN SECTION
TRACK
ATTACH EACHSIDE
NOTE: FASTEN BUILT-UP
MEMBER TOGETHER @12" ON CENTER, MAX.
ATTACH TRACK TO
EACH STUD FLANGE
TRACK
STUD
LIGHT GAUGE
STEEL POST
3#8 SCREWS
1
1
/
2
"
L 3"X3" 16 GA.
x 0"-4"ANGLE
PER SIDE
3/8" Ø HILTI
KWIK BOLT -
TZ ANCHOR
2" EMBED.
MIN.
1 1/2"
LIGHT GAUGE STEEL
POST
3#8 SCREWS
1"2"1"
POST CONNECTION DETAIL ALTERNATE POST CONNECTION
DETAIL
#12 x 3/4" LONG SMS
SCREWS @ 12" O.C. - TYP.
16
G
A
.
J
O
I
S
T
S
-
S
E
E
C
H
A
R
T
TYPICAL BOX BEAM CONSTRUCTION
3-5/8"
2"
362-XDLT 4"x 20 GA.
TRACK (TYPICAL TOPAND BOTTOM)
2"
3-5/8"20 GA.
PE
R
C
H
A
R
T
1-5/8"
362-XDLT 4"x 20 GA. TRACK
(TYPICAL TOP AND BOTTOM)
2"
16 GA.
LIGHT GAUGE
STEEL POST - SEEPLANS
16 GA. SIDE PLATE
W/ (4) # 8 SCREWS
PER MEMBER,EACH
SIDE OF
CONNECTION
3"
M
I
N
.
1/
2
"
3 1/2" MIN.
LIGHT GAUGE STEEL
POST - SEE PLANS
STEEL BEAM - SEE PLANS
16 GA. SIDE
PLATE W/ (4) # 8
SCREWS PER
EMBER,EACH SIDEOF CONNECTION
1/
2
"
3"
M
I
N
.
1/
2
"
3 1/2" MIN.
1/2"1"1"
BEAM TO POST CONNECTION BEAM TO POST CONNECTION
1/2"1"1"
STEEL BEAM - SEE PLANS
1/
2
"
WALL CONSTRUCTION. SEE
CONSTRUCTION PLAN FOR
PARTITION TYPE.
G.C. TO TAPE / FEATHER INMUD-IN EXPANSION JOINT.
SCREWS (BHSD6158) @20"(508mm) O.C.
EXPANSION JOINT
BASE
ELASTOMERIC INFILL. COLOR
TO MATCH ADJACENT
SURFACE. G.C. TO PROVIDESAMPLES TO ARCHITECT FOR
COLOR SELECTION.
A
NOTE: GENERALCONTRACTOR TO SUBMIT
SHOP DRAWING FOR FINAL
APPROVAL
GYPSUM BOARD
WALL COVER
DIMENSION CHART
TYPE A
( ) DENOTES MILLIMETERS
75FWG-1
75FWGC-1
(CORNER)
75FWG-2
75FWGC-2
(CORNER)
1” (25mm)
1” (25mm)
2” (51mm)
2” (51mm)
3-5/8" X 20 GA TRACK
20 GA SILL TRACK
HILTI X-ZF #32 P8/36M
(0.145" SHANK DIA) FASTENERS
@ 16" O.C. (OR EQUAL)
CONCRETE SLAB
SECTION DETAIL - STUD SUPPORT - ROOF DECK 2
SCALE: 3" = 1'-0"
SEC. DTL. - WALL HEAD DETAIL - FLOOR DECK ABOVE (TYP.)6
SCALE: 3" = 1'-0"
SEC. DTL. - PARTITION HEAD DETAIL - ROOF DECK (TYP.)7
SCALE: 3" = 1'-0"
SECTION DETAIL - TYP. PARTITION HEAD DETAIL @ FLOOR DECK (RATED)4
SCALE: 3" = 1'-0"
FIRE RATED WALL
BOX BEAM POST DETAILS 5
SCALE: N.T.S.
NON-RATED WALL
BOX BEAM POST CONNECTION DETAILS 3
SCALE: N.T.S.
FIRE RATED WALL
NON-RATED WALL
JG
A-701
PARTITION TYPES AND
BOX BEAM DETAILS
1. FIRE TAPE ALL DRYWALL JOINTS ABOVE CEILINGS. FIRE SEAL WITH RATED CAULKING AROUND ALLPENETRATIONS THRU OR INTO WALLS.2. PROVIDE FIRE STOP CAULKING AT ALL U.L. RATED PARTITIONS.3. PROVIDE ACOUSTICAL SEALANT AT ALL ACOUSTICAL PARTITIONS. (TYP. AT FULL HEIGHT WALLS)4. NO SCREWING OR ATTACHING TO ROOF/FLOOR DECK ABOVE.
5. MIN. 2 1/2" FLEX. / SLIP TRACK TO BE INSTALLED AT ROOF DECK CONNECTION FOR ALL PARTITIONS. G.C.TO VERIFY MIN. SIZE SLIP TRACK REQUIRED.
GENERAL TOP OF PARTITION NOTES
SECTION DETAIL - DIAGONAL BRACING - ROOF/FLOOR DECK 1
SCALE: 3" = 1'-0"
PLAN DETAIL - GYP. BD. EXPANSION JOINT 8
SCALE: N.T.S.
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
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12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
SEC. DTL. - PARTITION TRACK TO SLAB 9
SCALE: 3" = 1'-0"
1 02.13.23 REVISED PER CITY COMMENTS
1
H&M PREFABRICATED
FIXTURE (OFCI)USE ADJUSTABLEFEET HOLE AS
MOUNTING HOLES. IF
MOUNTING HOLES DO
NOT EXIST USE SHIMS
AS REQUIRED. DRILL/REAM HOLES AS
REQUIRED TO
ACCOMMODATE BOLT
SIZE
(2) #14 X 1" SELF
DRILLING SCREWS;
(2) SDS 1/4" X 2-1/2"
WOOD SCREWS IF
FIXTURE IS WOOD
HORIZONTAL BOTTOM
MEMBER OF FIXTURE
FIXTURE LEG/ SIDE PANEL
10 GA X 2" X 3-1/2"
BENT PLATE (IN A
INCONSPICUOUS
LOCATION, TYP.)
H&M
PREFABRICATEDFIXTURE (OFCI)USE BENT PLATE TO
ANCHOR FIXTURE
3" MIN. CONCRETE SLAB
3/8" DIA. SIMPSON TITEN HD WITH 2-3/4"EMBEDMENT AT EACH CORNER OF RACK ((4)
ANCHORS MIN.) ROUT OUT FOOT PLATE AS
REQUIRED TO ACCEPT FLOOR ANCHORS
NOTE:
·ALL FIXTURES SHOWN ON PLANS ARE DESIGNED AND FURNISHED BY OTHERS.
·MAX FIXTURE STORAGE WEIGHT 500LB / FIXTURE HEIGHT:5'-9" TO 8'-0"
·VERIFY EXACT LOCATION OF FIXTURE WITH H&M PM/ ON-SITE REPRESENTATIVE.
·ALL FIXTURES TO BE INSTALLED PLUMB. OUT OF PLUMB INSTALLATION TOLERANCES SHALL BE
FURNISHED BY FIXTURE MANUFACTURER PRIOR TO INSTALLATION.
·FIXTURE ANCHORS SHALL BE LOCATED 8" MIN FROM SLAB CONTROL JOINTS.
·ALTERNATE TO 3/8" SIMPSON TITEN: USE TAPCON 1/2" DIA. HEX HEAD SCREW ANCHOR WITH
1-1/2" EMBEDMENT
2
3
/
4
"
MI
N
.
EM
B
E
D
M
E
N
T
2
3
/
4
"
MI
N
.
EM
B
E
D
M
E
N
T
ATTACHMENT THROUGH FIXTURE ATTACHMENT USING ANGLE
1'
-
6
"
1'
-
6
"
EQ
.
EQ
.
VARIES
REMOVABLE CAP APPLIED TO TOP OF PIPE.
G.C. TO SECURE PIPE TO WALL WITH SCREW
AND WASHER ON INSIDE OF PIPE. G.C. TO DRILLHOLE IN PIPE ON SIDE FARTHEST FROM SIDE
SECURED TO WALL BIG ENOUGH TO PLACE
SCREW AND WASHER THROUGH TO SECURE PIPE
TO WALL. G.C. TO ADD 3/4" SPACER BETWEENWALL AND PIPE TO ALLOW FOR TOP AND
BOTTOM CAP CLEARANCES.
G.C. TO SECURE PIPE TO WALL WITH SCREW
AND WASHER ON INSIDE OF PIPE. G.C. TO DRILL
HOLE IN PIPE ON SIDE FARTHEST FROM SIDESECURED TO M WALL BIG ENOUGH TO PLACE
SCREW AND WASHER THROUGH TO SECURE PIPE
TO WALL.
G.C. TO SECURE CAP TO BOTTOM OF PIPE.
SECTION SHOWN ROTATED 90°
LINE OF ADJACENT WALL.
3/4" SPACER
SCREW AND WASHER
HOLE DRILLED THROUGH PVC PIPING.
8" DIAMETER PVC PIPE FOR 2 OR MORE LEVEL
STORES / 6" DIAMETER PVC PIPE FOR SINGLE
LEVEL STORES. PIPE CUT TO 48 "LONG (MIN.).G.C. TO SECURE PIPE TO ELECTRICAL ROOM
WALL WITH WASHERS AND SCREWS. G.C. TO
SECURE CAP TO BOTTOM OF PVC PIPE. TOP OFPIPE TO RECEIVE REMOVABLE CAP. REFER TOH&M ON-SITE REPRESENTATIVE FOR EXACT
LOCATION. BOTTOM OF PIPE WITH CAP TO BE
MOUNTED 4" A.F.F.
NOTES:
1. G.C. TO COORDINATE LOCATION OF
DRAWING RECORD TUBE IN ELECTRICALROOM ON SITE.
2. G.C. TO FURNISH COMPLETE SET OF AS
BUILT DRAWINGS UPON COMPLETION OF
PROJECT.
4'-7 1/2"4'-1"4'-1"4'-1"
3'-0"
CLEAR
CL OF
CASHWRAP
6'
-
9
-
1
/
2
"
DISTANCE FROM FACE OF
WALL TO STUB UP FOR C/W
TO BE VERIFIED W/ELEC.
ENGINEER.
HATCHED AREADENOTES BARRIER
FREE CASHWRAP
(34" H. X 36" W. X24" .D) COORDINATEWITH H&M
30"x48" SIDE APPROACH TO
H.C. ACCESSIBLE SECTIONOF CASHWRAP.
FURNISH CONDUIT FOR CASHWRAP.
CONDUIT TRENCH TO BE LOCATED BELOW
FOLDING SECTION OF CASHWRAP FRONT
COUNTER. SEE ELECTRICAL SHTS. FOR MOREINFORMATION.
FRONT COUNTER
2'
-
2
1
/
2
"
3'
-
8
"
(
M
I
N
)
.
1'-
1
1
1
/
2
"
1A
A-702
CASHREGISTER CASHREGISTER CASHREGISTER CASHREGISTER
4'-7 1/2"4'-1"4'-1"4'-1"
HATCHED AREA DENOTES
BARRIER-FREE CASHWRAP
(34" H. X 36" W.);COORDINATE WITH H&M
3'
-
1
1
/
2
"
2'
-
8
1
/
2
"
LIGHTBOX ABOVEBACK BARBACK BAR
FRONT
COUNTER
B.F.COUNTER
F
5
A-702
'A'
'B'
4"
EQ.EQ.
G.C. TO FURNISH CAP
FOR CASHWRAP KICK TO
ELIMINATE GAP BETWEENCASHWRAP & SALES FLOOR.
MPSS
GC TO REMOVE
WOODEN SUPPORT
PLANKS THAT CONNECT
THE FRONT AND REARKICK PLATES UNDER THE
FOLDING SECTION OF
EACH CASH WRAP
SECTION, TO ALLOWCLEAR SPACE FOR EC TO
INSTALL RECEPTACLES
AND DATA BACK BOXES
ON INTERIOR FACE OFREAR KICK PLATES.
PLANKS UNDER REGISTER
SECTION MAY BE LEFT ASIS. GC TO INSTALL ANGLEBRACKETS IN THE
CORNERS OF FOLDING
SECTIONS TO REINFORCESTRUCTURAL INTEGRITYOF CASH WRAP
COORDINATE
CASHWRAP
DIMENSIONS WITHFIXTURE PLAN & H&M
PRODUCT HANDBOOK
GC TO REMOVE WOODEN SUPPORT PLANKS THAT CONNECT THE
FRONT AND REAR KICK PLATES UNDER THE FOLDING SECTION OF
EACH CASH WRAP SECTION
GC TO INSTALL ANGLE
BRACKETS IN THE CORNERS
OF FOLDING SECTIONS TO
REINFORCE STRUCTURALINTEGRITY OF CASH WRAP
3'-0"
CLEAR
ADA
COUNTER CASHREGISTER CASHREGISTERL OFCASHWRAP
±6
'
-
1
1
"
DISTANCE FROM FACE OF
WALL TO EXISTING STUB UP
FOR C/W TO BE VERIFIED
W/ELEC. ENGINEER.
FRONT COUNTER
3A
A-702
5
A-702
EXISTING CONDUITS TO BE REUSED FOR NEWCASH DESKS. SEE ELECTRICAL SHTS. FOR MORE
INFORMATION.
C
4'-9 1/2"4'-2 1/2"
HATCHED AREA DENOTES
ADA CASHWRAP (34" H.
X 36" W.); COORDINATEWITH H&M
2'
-
8
1
/
2
"
BACK BAR
FRONT COUNTER
CL OF CASHWRAP UNITS &
BACKWRAP UNITS (INCLUDING
GARMENT COLLECTING
WARDROBE UNIT)
G.
C
.
W
.
3'
-
1
1
/
2
"
4'
-
9
"
(
V
E
R
I
F
Y
)
'A'
GC TO REMOVE
WOODEN SUPPORT
PLANKS THAT CONNECT
THE FRONT AND REARKICK PLATES UNDER THE
FOLDING SECTION OF
EACH CASH WRAP
SECTION, TO ALLOWCLEAR SPACE FOR EC TO
INSTALL RECEPTACLES
AND DATA BACK BOXES
ON INTERIOR FACE OFREAR KICK PLATES.
PLANKS UNDER REGISTER
SECTION MAY BE LEFT ASIS. GC TO INSTALL ANGLEBRACKETS IN THE
CORNERS OF FOLDING
SECTIONS TO REINFORCESTRUCTURAL INTEGRITYOF CASH WRAP
CASHREGISTER CASHREGISTER CASHREGISTER
±3
'
-
8
"
F
LIGHTBOX
4'-7 1/2"4'-1"4'-1"
3'-0"
CLEAR
CL OFCASHWRAP
6'
-
4
1
/
2
"
FRONT COUNTER
2A
A-702
ADA
COUNTER CASHREGISTER CASHREGISTER
4'-1"
CASHREGISTER
FURNISH CONDUIT FOR CASHWRAP.
CONDUIT TRENCH TO BE LOCATED BELOWFOLDING SECTION OF CASHWRAP FRONTCOUNTER. SEE ELECTRICAL SHTS. FOR
MORE INFORMATION.
2'
-
2
1
/
2
"
3'
-
3
1
/
2
"
1'-
1
1
1
/
2
"
DISTANCE FROM FACE OF
WALL TO STUB UP FOR C/W TO BE
VERIFIED W/ELEC. ENGINEER.
HATCHED AREA DENOTES ADACASHWRAP(34" H. X 36" W. X 24" .D)
COORDINATE WITH H&M
30"x48" SIDE APPROACH TO H.C.
ACCESSIBLE SECTION OF CASHWRAP.
3'
-
1
1
/
2
"
4'-7 1/2"4'-1"
HATCHED AREA DENOTESADA CASHWRAP (34" H.
X 36" W.)COORDINATE
WITH H&M
2'
-
8
1
/
2
"
FRONTCOUNTER
4'-1"
LIGHTBOX ABOVE
BACK BAR
BACK BAR
'A'
'B'
5
A-702
4"
EQ.EQ.
G.C. TO FURNISH
CAP FOR CASHWRAP KICK
TO ELIMINATE GAP BETWEENCASHWRAP & SALES FLOOR.
MPSS
GC TO REMOVE
WOODEN SUPPORT
PLANKS THAT CONNECTTHE FRONT AND REAR
KICK PLATES UNDER THE
FOLDING SECTION OF
EACH CASH WRAPSECTION, TO ALLOW
CLEAR SPACE FOR EC TO
INSTALL RECEPTACLES
AND DATA BACK BOXESON INTERIOR FACE OF
REAR KICK PLATES.
PLANKS UNDER REGISTER
SECTION MAY BE LEFT ASIS. GC TO INSTALL ANGLE
BRACKETS IN THE
CORNERS OF FOLDINGSECTIONS TO REINFORCESTRUCTURAL INTEGRITY
OF CASH WRAP
GC TO REMOVE WOODEN SUPPORT PLANKS THAT
CONNECT THE FRONT AND REAR KICK PLATES UNDER THE
FOLDING SECTION OF EACH CASH WRAP SECTION
GC TO INSTALL ANGLE
BRACKETS IN THE CORNERS
OF FOLDING SECTIONS TOREINFORCE STRUCTURAL
INTEGRITY OF CASH WRAP
BACK BAR
DASHED LINE INDICATES FULL-HEIGHT
CASHWRAP BEYOND
ADA CASH-WRAP, REFER TO DETAILSON THIS SHEET FOR MORE INFO.
1'-11 1/2"
2'
-
8
1
/
2
"
3'-8" MIN.2'-2 1/2"
WA
L
L
G.C. TO DRILL HOLE AND ADD
GROMMET (IF NOT ALREADY EXISTING)
TO PULL WIRES FOR TEMP. REGISTERS.GROMMET COVER FINISH TO MATCH
CASHWRAP BASE. REFER TO 'E' SHTS.
FOR LOCATIONS.
EXISTING CONDUITS TO BE REUSED FOR NEW
CASH DESKS. SEE ELECTRICAL SHTS. FOR MOREINFORMATION.
CASHREGISTER CASHREGISTERCASHREGISTERCASHREGISTERCASHREGISTERCASHREGISTERCL OFCASHWRAP
±7
'
-
5
"
DISTANCE FROM FACE OF
WALL TO EXISTING STUB UP
FOR C/W TO BE VERIFIED
W/ELEC. ENGINEER.
FRONT COUNTER
4A
A-702
5
A-702
'B'
ADA
COUNTER
4'-9 1/2"4'-1 1/2"4'-1"
HATCHED AREA DENOTESADA CASHWRAP (34" H.
X 36" W.); COORDINATE
WITH H&M
BACK BAR
3'
-
1
1
/
2
"
2'
-
8
1
/
2
"
FRONT COUNTER
G.
C
.
W
.
4'
-
9
"
(
V
E
R
I
F
Y
)
4'-2 1/2"
'A'
4'-1"4'-2 1/2"
GC TO REMOVE
WOODEN SUPPORTPLANKS THAT CONNECT
THE FRONT AND REAR
KICK PLATES UNDER THEFOLDING SECTION OFEACH CASH WRAP
SECTION, TO ALLOW
CLEAR SPACE FOR EC TOINSTALL RECEPTACLESAND DATA BACK BOXES
ON INTERIOR FACE OF
REAR KICK PLATES.PLANKS UNDER REGISTERSECTION MAY BE LEFT AS
IS. GC TO INSTALL ANGLE
BRACKETS IN THECORNERS OF FOLDING
SECTIONS TO REINFORCE
STRUCTURAL INTEGRITY
OF CASH WRAP
DETAIL - FIXTURE ANCHORAGE 6
SCALE: 3" = 1'-0"
DETAIL - PVC DRAWING TUBE (TYP.)7
SCALE: 1" = 1'-0"
PLAN/ELEVATION - LADIES BARRIER-FREE CASHWRAP 1
SCALE: 1/4" = 1'-0"
PLAN/ELEVATION - LADIES BF CASHWRAP (ALT.)2
SCALE: 1/4" = 1'-0"
PLAN/ELEVATION - ADA CASHWRAP (TYP.)3
SCALE: 1/4" = 1'-0"
SIDE ELEVATION - ADA CASHWRAP (TYP.)5
SCALE: 1/4" = 1'-0"
LF
A-702
FIXTURE, CASHWRAP, AND
MISC. DETAILS
PLAN/ELEVATION - LADIES B.F. CASHWRAP 4
SCALE: 1/4" = 1'-0"
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERINGNOT USED
NOT USED
NOT USED
1 02.13.23 REVISED PER CITY COMMENTS
1
1
FINISH FLOOR
CERAMIC TILE BASE
FURNISHED BY H&M ANDINSTALLED BY G.C. PER STORE
INSTRUCTIONS. CORNERS TO
BE MITERED.
PROVIDEDUROCK INSTEAD
OF GYP.BD. AT
SECTION
DIRECTLY BEHINDBASE 6"
C OF CLOSURE LINE
NEW 3/8" CERAMIC
TILE FLOORING
1/4" STAINLESS STEEL
STRIP BY SCHLUTER
EXIST. SLAB
NEW MALL TILE
FROM LEASELINETO C OF CLOSURE
LINE BY G.C.
EXIST. CONCRETE SLA B
LL
SALES
AREA
EXTERIOR OR
MALL CORRIDOR
LINE OF DOOR
FRAME BEYOND
NEW 3/8"
CERAMIC TILEFLOORING PATCH / REPAIR
EXISTING CONCRETE
FINISH TO MATCHEXISTING
LINE OF DOOR
FRAME BEYOND
EXISTING CONCRETE
FLOOR SLAB.
CENTER LINE OF
DOOR JAMB
EXIST. CONCRETE SLA B
EXTERIOR B.OH.
NATIONAL GUARD
PRODUCTS #513 SADDLE
THRESHOLD - MILL ALUM. ORAPPROVED EQUAL
NEW BOH FLOORING. REFER
TO FINISH PLAN FOR MORE
FLOORING TYPE
EXISTING SLAB
POLISH/ REPAIR
EXISTING CONCRETEFINISH TO MATCHEXISTING
EXIST. CONCRETE SLA B
NEW 3/8" CERAMIC
TILE FLOORING
SCHLUTER DILEX-AKWS
CONSTRUCTION JOINT.
COLOR TO MATCHADJACENT TILE.
EXIST. SLAB
NEW 3/8" CERAMIC
TILE FLOORING
EXIST.
CONCRETE
SLAB
NEW 3/8" CERAMIC TILE
FLOORING
EXIST. SLAB
SALES
AREA
DOOR
THRESHOLD
NEW BOH FLOORING.REFER TO FINISH PLAN
FOR MORE FLOORING
TYPE
HEIGHT DIFF. OF
THRESHOLD NOT TO
EXCEED 1 1/2"
B.O.H.
STAINLESS STEEL ANGLE FLUSH
WITH TOP OF TILE FLOORING
AT TRANSITION TO BOH
FLOORING BUILT UP FLOOR FORFLUSH TRANSITION
EXIST. CONCRETE SLA B
GLASS VESTIBULE DOOR
1/8" STAINLESS STEEL
STRIP BY SCHLUTER
EXIST. CONCRETE SLA B
VESTIBULESALES AREA
NEW 3/8"CERAMIC TILE
FLOORING
1/4" STAINLESS STEELSTRIP BY SCHLUTER
WEATHER TIGHT SADDLE
SEE DOOR SCHEDULE
LANDLORD TO PROVIDE 1" DEPRESSION FOR WALK-OFF MAT OR APPROVEDEQUAL; VERIFY LOCATION OF DEPRESSION IN FIELD. G.C. TO ADJUST
DEPRESSION & INFILL AS NECESSARY FOR PROPER INSTALLATION OF
APPROVED WALK-OFF MAT. SEE STOREFRONT SECTIONS FOR MORE INFO
NOTE TO G.C.
INSTALL 1/8" THK. FRAME, THEN INFILL FIELD AREA WITH 1/8"
ARDEX (OR SIMILAR) FOR MAT TO SIT LEVEL IN THE SPACE
MT-1
NEW 5/16" CERAMIC
TILE FLOORING
NEW MARBLESADDLE
EXIST. SLAB
TOILET
ROOM
B.OH.
HALLWAY
NEW BOH FLOORING. REFER
TO FINISH PLAN FOR MORE
FLOORING TYPE
HEIGHT DIFF. OF
THRESHOLD NOT
TO EXCEED 1/2"
EXIST. CONCRETE SLA B
LANDLORD TO PROVIDE 1" DEPRESSION FOR WALK-OFF MAT OR APPROVEDEQUAL; VERIFY LOCATION OF DEPRESSION IN FIELD. G.C. TO ADJUST
DEPRESSION & INFILL AS NECESSARY FOR PROPER INSTALLATION OF
APPROVED WALK-OFF MAT. SEE STOREFRONT SECTIONS FOR MORE INFO
GLASS ENTRYDOOR BYTENANT
WEATHERTIGHT SADDLESEE DOOR
SCHEDULE
1/8" STAINLESS STEEL
STRIP BY SCHLUTER
EXIST.WALKWAY
EXTERIOR VESTIBULE
EXIST. CONCRETE SLA B
NOTE TO G.C.
INSTALL 1/8" THK. FRAME, THEN INFILL FIELD AREA WITH 1/8"
ARDEX (OR SIMILAR) FOR MAT TO SIT LEVEL IN THE SPACE
MT-1
NEW 3/8" CERAMIC
TILE FLOORING
EPOXY MORTAR BED
EXIST. SLAB
FINISH FLOOR AS SCHEDULED
(TYP.) (SEE FINISH PLANS)
EXIST. CONCRETE SLA B
1/4" STAINLESS STEEL
STRIP BY SCHLUTER
SALESAREA
PORTAL
AL
I
G
N
LINE OF PORTALWALL BEYOND
"B"
1 38""A"2 38" (REF)
716
"
764
"
COLOR OF JOINT TO MATCH
ADJACENT FLOORING.
Total Movement"A" @ Min.
DIMENSION CHART
"A" @ Max.MODEL "B"
1 1/2"(38)CWFC-200 2 1/2"(64)1"(25)
"A" @ Mid.
2"(51)1 25/32"(45)
( ) - Denotes Millimeters
2 1/4"(57)CWFC-300 3 3/4"(95)1 1/2"(38)3"(76)2 25/32"(71)
WBA
WABO CORRIDOR WRAP FLOORMODEL CWFC-200
NEW FLOORING
BACK OF HOUSE WALL BASE. BASE
TO EXTEND TO CORNER NOT TO
OVERLAP. DO NOT INSTALL WALL
BASE OVER CORNER GUARD. REFERTO FINISH PLANS FOR MOREINFORMATION.
R.S.P. FURNISHED AND INSTALLED BY
GC. R.S.P. TO BE GLUED TO
ADJACENT GYP. BD. WALL. REFER TO
FINISH PLANS FOR "R.S.P."LOCATIONS
INPRO G2-150R GUARDS ONOUTSIDE CORNERS IN B.O.H. TO U.S.OF CEILING. INSTALLED PER MANU.
INSTRUCTIONS COLOR TO MATCH
RSP. SEE NOTE ON FINISH PLAN
REGARDING
"CORNER GUARDS / R.S.P."
INPRO G2-407 TOP TRIM AT TOP OF
R.S.P. COLOR TO MATCH R.S.P.
R.S.P. FURNISHED AND INSTALLEDBY G.C. R.S.P. TO BE GLUED TOADJACENT GYP. BD. WALL PER
MANU. INSTRUCTIONS. REFER TO
FINISH PLANS - "RSP" FOR MORE
INFORMATION
CENTER OF ALL ELECTRICAL
OUTLETS/SWITCHES TO BE
MOUNTED AT 44" A.F.F. REFER TO
ELECTRICAL SHEETS FOR MOREINFORMATION
INPRO G2-407 TOP TRIM AT TOPOF R.S.P. COLOR TO MATCH R.S.P.
5/8" GYP. BD. ON METAL STUD
FRAMING. REFER TO CONSTRUCTIONPLAN AND WALL TYPES FOR WALLCONSTRUCTION.
NOTE:G.C. TO NOTIFY ARCHITECT OF
ANY ELECTRICAL EQUIPMENT TO
BE INSTALLED THAT INTERFERES
WITH WALL BASE. G.C. SHALL
NOT CUT WALL BASE TO ALLOW
FOR INSTALLATION OF ANYELECTRICAL EQUIPMENT
REFER TO CONSTRUCTION PLANAND WALL TYPES FOR WALLCONSTRUCTION.
BACK OF HOUSE WALL BASE.
REFER TO FINISH PLANS FOR
MORE INFORMATION
49
"
A.
F
.
F
.
44
"
TO
C
E
N
T
E
R
L
I
N
E
1/
4
"
HO
L
D
5/8" GYP. BD. ON METAL STUD
FRAMING. REFER TO CONSTRUCTIONPLAN AND WALL TYPES FOR WALLCONSTRUCTION.
'A''B'
NOTE:
USE INPRO G2-160RD SURFACEMOUNT END WALL PROTECTORAT LOUNGE PORTAL AND
WHERE (2) CORNER GUARDS
ARE REQUIRED AT END WALL.
INPRO G2-161TC TOP CAP. TOP OFTOP CAP TO ALIGN WITHADJACENT R.S.P. TOP TRIM
CORNER GUARD TOP CAP TO BE
INSTALLED ON GYP. BD.
FINISH FLOOR
(WT-1) 3 1/2" CERAMIC TILE
BASE SUPPLIED BY TENANT
AND INSTALLED BY G.C. PER
MANU. INSTRUCTIONS.CORNERS TO BE MITERED.
PROVIDE
DUROCK INSTEADOF GYP.BD. AT
SECTION
DIRECTLY BEHIND
BASE
3
1
/
2
"
FINISH FLOOR
COVED PROFILE 4" H.
RUBBER BASE
RIGID SHEET PANEL
CONTINUOUS SHOW WINDOW WITH
SAME PLATFORM / PODIUM HEIGHT.
2x4 WOOD FRAMING 12" O.C.WITH 24" O.C. CROSS BRACING
FOR DISPLAY PLATFORM w/ 3/8"
MDF BOARD OVER 3/4" FR.
PLYWOOD. SHOP PAINTED PT-1
LINE OF WINDOW
PLANKS - FURNISHED
BY H&M, INSTALLED
BY G.C. (VERIFY WITHI.P.S.)
RENU-U SATIN ANODIZED ALUMINUM
METAL REDUCER TILE EDGING TRIM
(#AEU100)
DISPLAY OR OPEN
PODIUM WINDOW
POSTER
WINDOW
DISPLAY/POSTER WINDOW
PLATFORM OR OPEN WINDOW
PODIUM. SEE STOREFRONTSECTION DETAILS SHT. FOR MOREINFO.
FINISH FLOOR
ALUMINUM BASE ATTACHED TO WALL,PROVIDED BY H&M INSTALLED BY G.C.
NO CAULKING.
NOTE:
IN FITTING ROOM ONLY: G.C. TO
PROVIDE CAULKING AT TOP ANDBOTTOM COLOR TO MATCH ADJACENT
SURFACE.
NEW 3/8" CERAMIC
TILE FLOORING
EPOXY MORTAR BED
EXIST. SLAB EXIST. CONCRETE SLA B
1/8" STAINLESS STEELSTRIP BY SCHLUTER
TILE RECESSED
MAT
MT-1
LF
A-710
FLOORING, BASE &
RSP DETAILS
TILE BASE 13
SCALE: 3" = 1'-0"SALES AREA
FLOOR TRANSITION: ENTRY AREA 1
SCALE: 3" = 1'-0"STOREFRONT
FLOOR TRANSITION: TILE TO BOH FLOORING 3
SCALE: 3" = 1'-0"TOILET ROOM
FLOOR TRANSITION: SALES AREA TO EXTERIOR 2
SCALE: 3" = 1'-0"SALES AREA
FLOOR TRANSITION: TILE TO BOH FLOORING 4
SCALE: 3" = 1'-0"SALES AREA
FLOOR TRANSITION: BOH FLOORING TO EXTERIOR 5
SCALE: 3" = 1'-0"BOH
FLOOR TRANSITION: CONSTRUCTION JOINT 11
SCALE: 6" = 1'-0"
FLOOR TRANSITION: RECESSED MAT TO EXTERIOR 7
SCALE: 3" = 1'-0"VESTIBULE
FLOOR TRANSITION: TILE TO RECESSED MAT 6
SCALE: 3" = 1'-0"VESTIBULE
FLOOR TRANSITION: PORTAL AT DIFFERENT TILES 9
SCALE: 3" = 1'-0"SALES AREA
WIDE EXPANSION / CONSTRUCTION JOINT 12
SCALE: N.T.S.FOR REFERENCE ONLY
FLOOR TRANSITION: DISPLAY/POSTER/PODIUM WINDOW 10
SCALE: 1 1/2" = 1'-0"STOREFRONT
PRE-FAB ALUM. BASE 14
SCALE: N.T.S.FITTING ROOM
RUBBER BASE 15
SCALE: 3" = 1'-0"BOH
TILE BASE 16
SCALE: 3" = 1'-0"BOH
DETAIL - INRPO RIGID SHEET VINYL WALL PROTECTION 17
SCALE: 6" = 1'-0"
SALES AREA CORNER GUARD ADHESIVE APPLICATION 18
SCALE: 3" = 1'-0"FOR REFERENCE ONLY / REFER TO H&M STORE INSTRUCTIONS
FLOOR TRANSITION: RECESSED MAT TO TILE 8
SCALE: 3" = 1'-0"VESTIBULE
NOT USED
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
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SA
N
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A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
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U
#
B
-
1
0
&
F
-
2
4
AR
C
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A
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A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERINGNOT USED
NOT USEDNOT USEDNOT USED
NOT USED NOT USED
NOT USED
NOT USED NOT USED
NOT USEDNOT USED
NOT USED
NOT USED
SUSPENDED TILE CEILING AND METAL
SUSPENSION SYSTEM INSTALLED PER
MANUFACTURERS INSTALLATIONINSTUCTIONS. CEILING HEIGHTS RELATETO THIS EDGE.
12 GA. HANGER WIRE TO
STRUCTURE ABOVE PER
MANUFACTURERS INSTRUC.
CONTINUOUS 1" METAL CEILING ANGLE
TO MATCH METAL, SUSPENDED CEILING
GRID, AT FULL PERIMETER
EXISTING OR NEW WALL.REFER TO CONSTRUCTION FLOOR PLAN
12 GA. VERTICAL HANGER WIRE
ANCHORED TO TOP CHORD OF
JOISTS OR STRUCTURAL STEEL @48" O.C. MAX.
U.S. OF GYP. BD. CLG.
SEE RCP SHEETS
12 GA. VERTICAL HANGER
WIRE ANCHORED TO TOP
CHORD OF JOISTS OR
STRUCTURAL STEEL @ 48"O.C. MAX.
5/8" PTD. G.W.B. CEILING
CEILING
REFER TO CLG. PLAN
EXISTING OR NEW WALL.
REFER TO CONSTRUCTIONFLOOR PLAN
1 1/2" COLD ROLLED
CHANNEL
SUSPENDED
(PARALLEL TO CHANNELS)(PERPENDICULAR TO CHANNELS)
SUSPENDED GYP. BD. CEILING.
SUSPENDED LIGHT TRACK (3 CIRCUIT)
HANGING WIRE - PER MANUF.
HANGING KIT.
MINIMAL GROMMET PERMANUFACTURER'S INSTRUCTIONSPAINTED TO MATCH ADJACENT CEILING
1 1/2" COLD ROLLED CHANNEL
METAL FURRING CHANNELS
1 1/2" COLD ROLLED CHANNELTO SUPPORT TRACK
12 GA. SPLAY WIRE BRACING
12'-0" O.C. MAX. @ 45° ANGLE
(NOTE: SINGLE CIRCUIT)
SURFACE MOUNTED
LIGHT TRACK
DGLM-26 MAIN
TEE SYSTEM WITH
CROSS CHANNEL
@ 4'-0" O.C
12 GA. VERTICAL
HANGER WIRE
ANCHORED TO TOP
CHORD OF JOISTS OR
STRUCTURAL STEEL @
48" O.C. MAX.
SURFACE MOUNTED TRACK
3 5/8", 20 GA.MTL. STUD 24" O.C.
SUSPENDED TILE CEILING
AND METAL SUSPENSION
SYSTEM INSTALLED PERMANU. INSTALLATION
INSTUCTIONS. SEE FINISH
AND RCP SHTS. FOR MOREINFO. CEILING HEIGHTSRELATE TO THIS EDGE.
PAINT G.W.B. TO MATCH
ADJACENT WALLS SEEFINISH PLAN
SEE RCP SHTS.
U.S. OF GYP. BD. SOFFIT
6"
MI
N
.
6"
MI
N
.
SEE RCP SHTS.
U.S. OF ACT CLG.
PT-1
WIDTH PER CONSTR. PLAN
3 5/8", 20 GA.MTL. STUD 24" O.C.
SUSPENDED TILE CEILING
AND METAL SUSPENSION
SYSTEM INSTALLED PER
MANU. INSTALLATIONINSTUCTIONS. SEE FINISH
AND RCP SHTS. FOR MORE
INFO. CEILING HEIGHTS
RELATE TO THIS EDGE.
PAINT G.W.B. TO MATCH
ADJACENT WALLS SEE
FINISH PLAN
SEE RCP SHTS.
U.S. OF GYP. BD. SOFFIT
6"
MI
N
.
SEE RCP SHTS.
U.S. OF ACT CLG.
PT-1
WIDTH PER CONSTR. PLAN
6"
MI
N
.
3 5/8", 20 GA.MTL. STUD 24" O.C.
ESPALIER VERTICAL TUBE. FURNISHED
BY H&M AND INSTALLED BY G.C.
SUSPENDED GYP. BD. CEILING. SEE
FINISH & RCP SHTS. FOR MORE INFO.CLG HT.
SEE RCP SHTS.
U.S. OF GYP. BD. CLG.
ATTACHMENT HARDWARE PER MFR'S
SPECS. (DWG. IS REPRESENTATIONALONLY) BOLT TO ATTACH THROUGH
METAL PLATE AND HORIZONTAL MTL.
STUD
(1) 4" W X 9'-0" TO 3'-0" L, 18 GA. MTL.SHEET TO SECURE FIXTURE. (LENGTH
DIFFERS PER POLE MOUNTING
LOCATIONS. REFER TO ESPALIER DETAILSSHT. FOR MORE INFO.
3 5/8", 22 GA. MTL. STUD 12" O.C.
w/ ADDITIONAL BRACING AS REQ.
FOR STURDY CONSTRUCTION
CEILING ESPALIER COVER PLATE AROUND
VERTICAL TUBE FURNISHED H&M AND
INSTALLED BY G.C. TO BE GLUED TO
CEILING. NO VISIBLE FIXINGS. PROVIDE
1/8" REVEAL MOVEMENT / TO AVOIDCRACKING
VERTICAL SUPPORTS CANNOT
INTERFERE WITH PENETRATIONS FOR
ESPALIER TUBE.
PROVIDE ADDITIONAL 12 GA.HANGER WIRE TO STRUCTURE ABOVE
AT LOCATION OF ESPALIER TUBE
VARIES
SEE ESPALIER DETAILS SHT.CLCL
8 GAUGE HANGER WIRE AT4'-0" ON CENTER MAX. AND
NOT MORE THAN 6" FROM
WALL OR SOFFIT
NOTE:
THE USE OF ARMSTRONGMANUFACTURED GRID SYSTEM
ICC-ES ESR-1308 (LARR #: 25032)
OR EQUAL IS AN ACCEPTABLEALTERNATE FOR SUSPENDED
DRYWALL CEILING
1 1/2" X 16 GAUGE AT 12'-0"EACH WAY
4
5
°
M
A
X
.
T
Y
P
.
SPLAY WIRES AT12'-0" O.C.
1 1/2" METAL CHANNEL AT4'-0" MAX. AND NOT MORE
THAN 6" FROM WALL
METAL FURRING CHANNEL CLIP
METAL FURRINGCHANNEL AT
24" O.C. MAX
AND NOT MORE
THAN 6" FROMWALL AT
CHANNEL
SPLICESOVERLAP 12"
SECURE WITH
DOUBLE STRAND
16 GA. TIE WIRE
POP RIVET
ACOUSTICAL CEILING PANEL
12-GAUGE HANGER WIRE
(PLACED NEAR ENDS OF
TEES)
M-12 WALL MOLDING
(BACK-TO-BACK)
418"
218"218"
EQ.EQ.
EQ
.
EQ
.
SUSPENDED GLOBE LIGHT
FIXTURE (FURNISHED BY H&MAND INSTALLED BY G.C.) ABOVE
CASHWRAP DESK. G.C. TO
PROVIDE BLOCKING AND POWER
AS REQ'D. REFER TO 'H&M STOREINSTRUCTIONS' FOR MORE INFO.
DASHED LINE OF CASHWRAPDESK BELOW.
CL
CL
4'-1" (CASHWRAP DESK) VERIFY
2'
-
2
12"
(
C
A
S
H
W
R
A
P
D
E
S
K
)
V
E
R
I
F
Y
4'-7 12" (ADA CASHWRAP DESK) VERIFY
WALL CONSTRUCTION. SEECONSTRUCTION PLAN FORPARTITION TYPE.
G.C. TO TAPE / FEATHER IN
MUD-IN EXPANSION JOINT.
SCREWS (BHSD6158) @
20"(508mm) O.C.
EXPANSION JOINTBASE
ELASTOMERIC INFILL. COLORTO MATCH ADJACENT
SURFACE. G.C. TO PROVIDE
SAMPLES TO ARCHITECT FOR
COLOR SELECTION.
A
NOTE: GENERAL
CONTRACTOR TO SUBMITSHOP DRAWING FOR FINALAPPROVAL
GYPSUM BOARD
WALL COVERDIMENSION CHART
TYPE A
( ) DENOTES MILLIMETERS
75FWG-1
75FWGC-1
(CORNER)
75FWG-2
75FWGC-2
(CORNER)
1” (25mm)
1” (25mm)
2” (51mm)
2” (51mm)
SUSP. A.C. TILE2"
45°
45°
45°
2"
45°
NOTE:
SUSPENDED ACOUSTICAL CEILING
SHALL BE INSTALLED PER ICC-ES
ESR-1308 (LARR #: 25032)
1 5/8" X 16 GAUGE AT 12'-0"O.C. EACH WAY
CROSS RUNNER WITH POSITIVE
CONNECTION
12 GA. SPLAY WIRE BRACING
IN PLANE OF EACH RUNNER.VERTICAL ANGLE IS 45° AND12'-0" O.C. MAX. IN BOTH
DIRECTIONS AT 4'-0" MAX.
FROM WALLS
HEAVY DUTY MAIN RUNNER
NOTE:1. ALL SPLAY WIRES SHALL BETAUT & TIED AT BOTH ENDS
W/ MIN. OF 3 TURNS IN 1"
OF RUN.
2. IN LIEUF OF 2" WALL ANGLE,PROVIDE AND INSTALL 2"
RETENTION CLIPS AS
DIRECTED BY MFGR'S
INSTALLATION GUIDE.3. G.C. TO PROVIDE
EXPANSION JOINTS PER
LOCAL CODE AND
ENGINEERING TO EXCLUDEREQUIRED JOINTS.
1/4" DIA. GALV. STL ROD OR
1/8" X 1" ASPHALT PAINTED
FLAT STRAP HANGER - NOT TO
EXCEED 4'-6" O.C.
GAT CLIP .481.5L CAT. #
16.59.SM (OR OTHER APP'DMEANS)
DIRECT HANG CLIP CAT.#
548.58.SM (OR OTHER APP'DCLIP)*
MAIN TEE 48" O.C. MAX. SHAPE& DESIGN AS APP'D)
WHERE PURLIN OCCURS ATLIGHT, TOP LIP SHALL BE BENTUP TO PREVENT CLIP FROM
SLIDING OFF WHEN "T" IS
TIGHT TO BAR
1 1/2" C.R. 16 GA STL SUSP.
CHAN. .475# APPROX 4'-6"
O.C. MAY OCCUR DIRECTLY
OVER LIGHT (NOTE: LARGER ORHEAVIER CHAN. MAY BE USED
WHEN REQ'D BY BLDG. CODE.)
SIDE MOUNTING LEVELING
LUG BY FIXTURE MFG.INSTALLATION BY ELECTRICIANAS PART OF FIXTURE. (2 PER
SIDE)
FIXTURE VARIES WITH MFG.
TILE OPENING
1. AT EACH END OF LIGHT FIXTURE AN INTERLOCKING CROSS TEE OR LOCKING BAR MUST BE USED.2. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER EQUIPMENT (AIR BOXES, ETC.) AND CEILING MATERIAL SUPPORTED BY THE
MAIN BEAM MUST NOT EXCEED THE ALLOWABLE DEFLECTION OF 1/360 OF ITS SPAN. DEFLECTION DATA MUST BE FURNISHED
AND CERTIFIED BY THE MANUFACTURER.
3. SURFACE OR PENDENT FIXTURES MUST BE INDEPENDENTLY SUPPORTED FROM 1 1/2" BLACK IRON OR FROM FLOOR OR ROOFCONSTRUCTION.
4. CROSS TEE MAY BE 1 1/2" OR 1" HIGH, AND MAY BE 2'-0" OR 4'-0" O.C.
5. THE RECESSED FIXTURE MAY BE SUPPORTED BY THE MAIN TEES SPACED 2'-0" OR 4'-0" O.C.
*PER 353-72-BCR
1/
2
"
VA
R
I
E
S
NOTES:
FLOOR FLOOR FLOOR FLOOR
FLOOR
LIGHT TRACK
SEMI-RECESSED INTO
CEILING
CEILING HEIGHTS
7'-10 1/2" (2400MM)
AND LOWER
CEILING CEILING
CEILING
CEILING
CEILING
CEILING HEIGHTS
9'-10" (3000MM)
CEILING HEIGHTS
8'-10 1/2" (2700MM) -
9'-9 3/4" (2999MM)
CEILING HEIGHTS
8'-6 1/2" (2600MM)
CEILING HEIGHTS
8'-2 1/2" (2500MM)
4"
(1
0
0
M
M
)
FLOOR
CEILING
CEILING HEIGHTS
10'-6" (3200MM) -11'-2" (3400MM)
FLOOR
CEILING
FLOOR
CEILING
CEILING HEIGHTS
11'-6" (3500MM)AND HIGHER
LIGHT TRACK SUSPENDED
FROM CEILING
8"
(2
0
0
M
M
)
LIGHT TRACK SUSPENDED
FROM CEILING
11
3
/
4
"
(3
0
0
M
M
)
LIGHT TRACK SUSPENDED
FROM CEILING
LIGHT TRACK SUSPENDED
FROM CEILING LIGHT TRACK SUSPENDED
FROM CEILING
LIGHT TRACK SUSPENDED
FROM CEILING
LIGHT TRACK SUSPENDED
FROM CEILING
CEILING HEIGHTS
10'-2" (3100MM)
4"
(1
0
0
M
M
)
8"
(2
0
0
M
M
)
11
3
/
4
"
(3
0
0
M
M
)
10
'
-
6
"
(3
2
0
0
M
M
)
GYPSUM WALLBOARD
CEILING. SEE FINISH &
RCP SHTS. FOR MORE
INFO. CEILING HT.CEILING HTS. RELATE
TO THIS EDGE
SEE RCP SHTS.U.S. OF EXISTING CLG.
PAN HEAD SCREWS AND
ANY REQUIRED FIXINGSFURNISHED BY G.C.
F.R.T. BLOCKING AS REQUIRED
TO SUPPORT CURTAIN TRACK
AND CURTAIN WEIGHT
SURFACE MOUNTED
CURTAIN TRACK ROOM DIVIDER W/CURVED SHEET
ROOM DIVIDER FIXTURE. SEE
FIXTURE PLAN FOR MORE INFO
CURTAIN TRACK BRACKET
FURNISHED BY H&M ANDINSTALLED BY G.C.
NOTE:
G.C. TO PROVIDE
ADEQUATE BLOCKINGAND SUPPORT IN CEILINGFOR METAL TUBE,
HARDWARE AND
CURTAINS. TRACKBRACKETS & TUBES TO BE
3'-3 1/2" O/C MAX.
METAL TUBE TO EXTEND FROM
FLOOR TO CEILING. REFER TOSTORE INSTRUCTIONS FOR
INSTALLATION DETAILS.
CURTAIN FURNISHED BY H&M
AND INSTALLED BY G.C.
SEE RCP SHEETSU.S OF GYP. BD. CEILING
MTL, STUD FRAMING ASREQ'D. BY G.C.
GYP. BD. PAINTED. REFER TO
FINISH PLAN FOR FINISH
SEE RCP SHEETSU.S OF GYP. BD. SOFFIT
SOFFIT CEILING
CONSTRUCTION. SEE RCP
SHTS. FOR MORE INFO.
MATCH PAINT FINISH TO
SURROUNDING CEILING. SEEFINISH PLAN FOR MOREINFO.
VA
R
I
E
S
SECTION - GYP. BD. CEILING AT WALL (TYP.)2
SCALE: 1 1/2" = 1'-0"
DETAIL - SURFACE MOUNTED LIGHTING TRACK (TYP.)4
SCALE: 1 1/2" = 1'-0"LOW HEIGHT GYP. BD. CEILING
SECTION - ACT CEILING AT WALL (TYP.)1
SCALE: 1 1/2" = 1'-0"
DETAIL - GYP. BD. CEILING AT ESPALIER FIXTURE 7
SCALE: 1 1/2" = 1'-0"
DETAIL - SUSPENDED CEILING TILE IN B.O.H.13
SCALE: 1 1/2" = 1'-0"
DETAIL - SUSPENDED LIGHTING TRACK (TYP.)3
SCALE: 1 1/2" = 1'-0"GYP. BD. CEILING
A-720
CEILING DETAILS
DETAIL - EXPANSION JOINT AT ACT CEILING 9
SCALE: 1 1/2" = 1'-0"
DETAIL - SUSPENDED GYP CEILING - SEISMIC 8
SCALE: 1 1/2" = 1'-0"
SECTION - ACT CEILING AT PORTALS (TYP.)5
SCALE: 1 1/2" = 1'-0"
DETAIL - SUSPENDED ACT - SEISMIC 12
SCALE: 1 1/2" = 1'-0"
DETAIL - EXPANSION JOINT AT GYP. BD. CEILING 10
SCALE: 3" = 1'-0"
PLAN DETAIL - PENDANT FIXTURE 11
SCALE: 1 1/2" = 1'-0"
LIGHTING TRACK MOUNTING HEIGHTS 14
SCALE: N.T.S.FOR REFERENCE ONLY / REFER TO H&M STORE GUIDELINES - LIGHTING
DETAIL - CURTAIN TRACK 15
SCALE: 1 1/2" = 1'-0"
DETAIL - ESCALATOR SOFFIT 16
SCALE: 1 1/2" = 1'-0"
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
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T
O
R
E
SA
N
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A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USEDNOT USEDNOT USED
NOT USEDNOT USED
NOT USED
NOT USED
SECTION - ACT CEILING AT PORTALS (TYP.)6
SCALE: 1 1/2" = 1'-0"1
1 02.13.23 REVISED PER CITY COMMENTS
8'
-
0
1
/
8
"
11
"
14
9
W W
6 77
11
8
7'-1 7/8"
4'-0"
1'
-
8
"
30" X 48"
CLEAR SPACE
OPEN
9
EQ.EQ.
TYP.MB-1
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
6
8'
-
1
1
"
1'
-
6
"
1'-8"
14
5
7
6
TYP.MB-1
5
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
8'
-
1
1
"
14
1'
-
6
"
4'-0"
TYP.MB-1
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
8'
-
1
1
"
PT-4
WC-1
PAINTED
6
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
8'
-
1
1
"
TYP.MB-1
11"
8
6"
11
4'
-
0
"
CL
PT-4
WC-1
PAINTED
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
8'
-
1
1
"
11
6
5 3/4"
5'
-
3
"
CL
9
3"
TYP.MB-1
5
4'
-
1
3
/
4
"
3'-11 1/4"
6 77
8
10
9
11
W W
7
6
8'
-
1
1
"
TYP.MB-1
PT-4
WC-1
PAINTED
8
6
CL
EQ.
5'
-
3
"
EQ.
TYP.MB-1
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
8'
-
1
1
"
5
10
OPEN
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
8'
-
1
1
"
5
SEE PLAN
ALIGNED W/ FITTING
ROOM CABIN
5
F
U
L
L
T
I
L
E
S
8'
-
1
1
"
E
X
I
S
T
I
N
G
PT-4
WC-1
PAINTED
WT-2
8'
-
5
"
14 NEW BASE TO
MATCH EXISTING
SALES AREA BASE
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
EQ.EQ.
8
W WWW W W
W W
W
W
2
5
4
3
A-730
FITTING ROOM
AREA #1
005
A-73011A-7306
14
15
12
13
A-730
7
8
9
10
A-730
23'-5 1/4"
13
'
-
3
3
/
4
"
±1
0
1
/
4
"
2'-10 3/4"
4'
-
1
0
3
/
4
"
7"
1'-8 1/2"
5'-4 1/4"3'-5 3/4"
9'
-
4
1
/
2
"
3'
-
1
1
1
/
4
"
14
CG
CG
CG
ACCESSIBLE
FITTING
ROOM
OPEN OPEN OPEN
LC LC LC
12
TYP.MB-1
PT-4
WC-1
PAINTED
135
PT-4
WC-1
PAINTED
14
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
8'
-
1
1
"
E
X
I
S
T
I
N
G
NEW BASE TO
MATCH EXISTING
FITTING ROOM
AREA BASE
8'
-
5
"
OPEN OPEN
LC
12
LC
9
11
PT-4
WC-1
PAINTED
PT-7
135
PT-4
WC-1
PAINTED
NEW BASE TO
MATCH EXISTING
SALES AREA BASE TYP.MB-1MATCH EXISTING
8'
-
5
"
8'
-
1
1
"
E
X
I
S
T
I
N
G
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
OPEN TO
SALES
9
11
VOID
SPACE
PT-4
WC-1
PAINTED
TYP.MB-1NEW BASE TOMATCH EXISTING
FITTING ROOM
AREA BASE
NEW BASE TOMATCH EXISTING
FITTING ROOM
AREA BASE
8'
-
5
"
8'
-
1
1
"
E
X
I
S
T
I
N
G
±7
'
-
1
0
"
PR
E
-
F
A
B
C
A
B
I
N
B/F FITTING ROOM PLAN (TYP.) 10
SCALE: 1/4" = 1'-0"
B/F FITTING ROOM ELEV. (TYP.)6
SCALE: 1/4" = 1'-0"
B/F FITTING ROOM ELEV. (TYP.)7
SCALE: 1/4" = 1'-0"
B/F FITTING ROOM ELEV. (TYP.)8
SCALE: 1/4" = 1'-0"
B/F FITTING ROOM ELEV. (TYP.)9
SCALE: 1/4" = 1'-0"
FITTING ROOM PLAN (TYP.) 11
SCALE: 1/4" = 1'-0"
FITTING ROOM ELEV. (TYP.)12
SCALE: 1/4" = 1'-0"
FITTING ROOM ELEV. (TYP.)13
SCALE: 1/4" = 1'-0"
FITTING ROOM ELEV. (TYP.)14
SCALE: 1/4" = 1'-0"
FITTING ROOM ELEV. (TYP.)15
SCALE: 1/4" = 1'-0"
PLANS AND ELEVATIONS
LF
A-730
FITTING ROOM
AREA #1 ENLARGED
FITTING ROOM AREA - LOWER LEVEL PLAN 1
SCALE: 1/4" = 1'-0"
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
FITTING ROOM FINISHED NOTES
ALL DIVIDERS TO BE CONSTRUCTED IN 2-1/4" HOLLOW WOOD CONSTRUCTION. EACH DIVIDER TO BE 1/2" THICK
TO SLEEVE INTO DADO JOINTS.
ALL G.C. PROVIDED MIRRORS TO BE ATTACHED WITH ADHESIVE.
ALL TOP OF PANELS TO BE CLOSED AND CAPPED. CONNECT DIVIDERS WITH COUNTERSUNK METAL FLANGE
INTERSECTING DIVIDERS TO ENSURE STABILITY.
ALL INTERIOR SURFACES OF FITTING ROOM OTHER THAN MELAMINE TO BE PAINTED PT-4. PORTIONS OF WALLSABOVE FITTING ROOMS TO BE PAINTED PT-4. SEE WALL TYPES AND INTERIOR ELEVATIONS FOR MORE INFO.
BASE TO BE USED ON ALL FITTING ROOM WALL PANELS & FITTING ROOM CABIN PANELS. BASE TOBE USED ON ALL OTHER WALLS.
FITTING ROOM NOTES
1. ALL FITTING ROOM FIXTURES, HARDWARE, BACK MIRRORS, MIRROR w/ LIGHT, SERVICE AREA PANELS ARE
SUPPLIED BY H&M/ INSTALLED BY G.C. G.C. TO VERIFY FIXTURES, E.C. ROUGH-IN WITH FLOOR PLAN LAYOUT.
2. G.C. IS RESPONSIBLE FOR PROVIDING ALL BRACING/ BLOCKING REQUIRED BY CODE AND STRUCTURAL
NECESSITY FOR ALL FIXTURES AFFIXED TO WALLS.
3. COORDINATE SPACING & FREQUENCY OF BLOCKING FOR FITTING ROOM ACCESSORIES w/ H&M ON SITE.
4. G.C. TO CAULK AROUND ALL FIXTURES IN FITTING ROOMS. CAULK ILLUMINATED MIRRORS WHEN FRONT PANELS
ARE IN OPEN POSITION.
5.ATTACH HANDICAP BENCH TO WALL (NO OTHER FITTING ROOM BENCHES TO BE SECURED TO WALLS).
6. ALL PLAN DIMENSIONS TO FINISH FACE OF PARTITION.
7. CENTER LINE OF J-BOX FOR FITTING ROOM ILLUMINATED MIRRORS TO BE @ 46 1/2" A.F.F.
8.MIRROR IN ADA FITTING ROOM FURNISHED AND INSTALLED BY G.C.
9. VERIFY WALLS TO RECEIVE SPECIAL GRAPHICS AND/ OR MATERIAL SHALL NOT HAVE ANY RECEPTACLES.
10. WALL PANELS ACCORDING w/ CORNER GUARDS (ONLY AT PANELS) FURNISHED BY TENANT & INSTALLED BY
GC. GC TO FURNISH 15 MM 'L'-PROFILE IN SATIN ALUMINUM TO MATCH OTHER FITTING ROOM PROFILES.
11. SPECIAL MIRROR BETWEEN SPECIAL PANELS FURNISHED & INSTALLED BY G.C.
12. FITTING ROOM MIRROR-LIGHTS TO CONTAIN INTEGRAL MOTION SENSORS (TYP.) E.C. TO RUN WIRE/ CABLING
IN WALL CAVITY ADJACENT TO FITTING ROOM AND/OR TO JUNCTION BOX IN CEILING ABOVE (TYP.).
13.G.C. TO COORDINATE FITTING ROOM PORTAL OPENING HEIGHT WITH I.P.S. DRAWING AND STORE
INSTRUCTION CATALOGUE.
14. FITTING ROOM MIRROR AND SIDES LIGHTS ALWAYS TO COVER FULL WIDTH OF WALL.
15. CLEAR SPACE MUST BE MAINTAINED.
NO. GENERAL FITTING ROOM NOTES
FITTING ROOM WALL PANEL WITH BASE. G.C TO CUT AND TRIM ON-SITE AS REQUIRED.
HDF. BD. WALL PROTECTION. FURNISHED AND INSTALLED BY G.C. WITH BASE. REFER TO FINISH
PLANS AND SHT. A-711 FOR MORE INFO.
CEILING MOUNTED CURTAIN ROD AND FULL HEIGHT CURTAIN. FURNISHED BY H&M AND INSTALLED BY
G.C.
FITTING ROOM SERVICE AREA DESK
CABIN CURTAIN ROD. INSTALLATION SCREW COLOR TO MATCH ROD
WALL MOUNTED MIRROR FURNISHED AND INSTALLED BY G.C. (U.S. MIRROR @ 10" AFF)
LIGHTS FURNISHED BY H&M AND INSTALLED BY G.C. (PROVIDE POWER & BLOCKING AS REQ'D.)
HOOKS INSTALLED BY G.C (REFER TO ELEVATIONS FOR MOUNTING HT.)
HANGING BAR (REFER TO ELEVATION FOR MOUNTING HT.)
SEAT (STOOL).
"BACK" MIRROR (U.S. MIRROR @ 1'-6" AFF)
HOOK FOR FITTING ROOM TAG (4'-0" AFF TO CENTERLINE) (SEE F.R. PLAN FOR LOCATIONS)
FITTING ROOM SIGN (FITTING ROOM #) (7'-0 5/8" AFF TO CENTERLINE) (SEE F.R. PLAN FOR
LOCATIONS)
BARRIER-FREE BENCH ( 20" x 48" MIN.) TO BE FLOOR SUPPORTED & FASTENED TO FLOOR. PROVIDED BYOWNER & INSTALLED BY G.C.
42" BARRIER-FREE GRAB BAR (2'-10" AFF TO CENTERLINE)
"NIB" WALL @ CORNER FOR MIRROR. BUILT FROM FITTING ROOM WALL PANELS ( SEE FITTING ROOM DETAILS SHT. )
BUILT ON-SITE MIRROR FIXTURE ( SEE FITTING ROOM DETAILS SHT. )
ESPALIER FIXTURE. REFER TO FIXTURE PLAN AND ESPALIER DETAILS SHEET FOR MORE INFO.
LOUNGE COUCH. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C.
LOUNGE CHAIR. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C.
LOUNGE TABLE. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C.
LOUNGE SIDE TABLE. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY
G.C.
LOUNGE RUG. G.C. TO PROVIDE AND INSTALL 6" FLAT METAL PLATE CORNER BRACE AT THE UNDERSIDE
OF EACH CORNER OR EQUALLY AROUND CIRCUMFERENCE OF ALL RUGS. ATTACH WITH HEAVY DUTY
DUCT TAPE. SEE FIXTURE SCHEDULE FOR MORE INFO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
SYM.LEGEND
NOTE REFERENCE
FITTING ROOM WALL PANEL ( SEE FIXTURE SCHEDULE FOR MORE INFO. )
HDF. BD. WALL PROTECTION ( SEE PARTITION SHEET FOR MORE INFO. )
CORNER GUARD ( SEE FIXTURE SCHEDULE FOR MORE INFO. )
#
MB-1 TB-1
CG
TB-1
TB-1TB-1NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
FITTING ROOM AREA #1 PLAN 2
SCALE: 1/4" = 1'-0"
NOT USED
NOT USED
NOT USED
NOT USED
FITTING ROOM AREA #1 PLAN 3
SCALE: 1/4" = 1'-0"
FITTING ROOM AREA #1 PLAN 4
SCALE: 1/4" = 1'-0"
FITTING ROOM AREA #1 PLAN 5
SCALE: 1/4" = 1'-0"
NOT USED
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
1 1
W W
6 77
9
11
8
14
5'-0 1/2"
EXISTING
1'-8"
9'
-
1
1
"
EX
I
S
T
I
N
G
4'
-
0
"
30" X 48"
CLEAR SPACE
6
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
11"
8
4'
-
0
"
CL
PT-4
WC-1
PAINTED
EXISTING BASE,PATCH & REPAIR AS
REQUIRED, TYP.
14
1'
-
6
"
4'-0"
1'
-
6
"
1'-8"
14
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
PT-4
WC-1
PAINTED
EXISTING BASE,PATCH & REPAIR AS
REQUIRED, TYP.
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
PT-4
WC-1
PAINTED
EXISTING BASE,PATCH & REPAIR AS
REQUIRED, TYP.
7
6
EX
I
S
T
I
N
G
C
A
B
I
N
11
OPEN
9
1'-6"1'-3"
EX
I
S
T
I
N
G
C
A
B
I
N
6
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
EXISTING BASE,PATCH & REPAIR AS
REQUIRED, TYP.
PT-4
WC-1
PAINTED
OPEN
EX
I
S
T
I
N
G
C
A
B
I
N
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
EXISTING BASE,PATCH &
REPAIR AS
REQUIRED, TYP.
PT-4
WC-1
PAINTED
W
W 7
6
7
9
11
8
10
5'-0 1/2"
EXISTING
4'
-
0
"
EX
I
S
T
I
N
G
6
CL
5'
-
3
"
EX
I
S
T
I
N
G
C
A
B
I
N
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
5
EXISTING BASE,PATCH &
REPAIR AS
REQUIRED, TYP.
11
5 3/4"
9
3"
PT-4
WC-1
PAINTED
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
PT-4
WC-1
PAINTED
EXISTING BASE,PATCH & REPAIR AS
REQUIRED, TYP.
7
6
8
6
EQ.5
10
EQ.
EXISTING BASE,
PATCH & REPAIR AS
REQUIRED, TYP.
PT-4
WC-1
PAINTED
9
11
PT-4
WC-1
PAINTED
EXISTING BASE,PATCH & REPAIR AS
REQUIRED, TYP.
BUILT ON SITEMIRROR
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
EX
I
S
T
I
N
G
C
A
B
I
N
17
W
W
W
W
W
W
W
WW
W
W
W
W
W
W W
FITTING ROOM
AREA #2
105
4
3
4
5
2
A-731
16'-2 3/4"
15
'
-
1
1
1
/
4
"
10
'
-
1
1
"
4
3
/
4
"
27
'
-
3
"
A-73111
A-7316
7
8
9
10
A-731
14
15
12
13
A-731
14
17
ACCESSIBLE
FITTING
ROOM
OPEN OPEN OPEN OPEN OPEN
LC LCLC LCLC LC
5 13
12
EXISTING BASE,PATCH & REPAIR AS
REQUIRED, TYP.
PT-4
WC-1
PAINTED
9'
-
0
"
(
E
X
I
S
T
I
N
G
)
EX
I
S
T
I
N
G
C
A
B
I
N
8'
-
6
"
9'
-
0
"
4
ALIGNED W/ EXISTING
FITTING ROOM CABIN PT-4
WC-1
PAINTED
14 WT-2
5
F
U
L
L
T
I
L
E
S
EXISTING BASE,
PATCH & REPAIR AS
REQUIRED, TYP.
EXISTING BASE,
PATCH & REPAIR AS
REQUIRED, TYP.
LC LCLC LC
OPEN OPENOPEN
OPEN TOSALES
PT-4
WC-1
PAINTED
5 13
8'
-
6
"
9'
-
0
"
14 EXISTING BASE,
PATCH & REPAIR AS
REQUIRED, TYP.
12
EX
I
S
T
I
N
G
C
A
B
I
N
PLANS AND ELEVATIONS
LF
A-731
FITTING ROOM
AREA #2 ENLARGED
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
FITTING ROOM FINISHED NOTES
ALL DIVIDERS TO BE CONSTRUCTED IN 2-1/4" HOLLOW WOOD CONSTRUCTION. EACH DIVIDER TO BE 1/2" THICK
TO SLEEVE INTO DADO JOINTS.
ALL G.C. PROVIDED MIRRORS TO BE ATTACHED WITH ADHESIVE.
ALL TOP OF PANELS TO BE CLOSED AND CAPPED. CONNECT DIVIDERS WITH COUNTERSUNK METAL FLANGE
INTERSECTING DIVIDERS TO ENSURE STABILITY.
ALL INTERIOR SURFACES OF FITTING ROOM OTHER THAN MELAMINE TO BE PAINTED PT-4. PORTIONS OF WALLSABOVE FITTING ROOMS TO BE PAINTED PT-4. SEE WALL TYPES AND INTERIOR ELEVATIONS FOR MORE INFO.
BASE TO BE USED ON ALL FITTING ROOM WALL PANELS & FITTING ROOM CABIN PANELS. BASE TO
BE USED ON ALL OTHER WALLS.
FITTING ROOM NOTES
1. ALL FITTING ROOM FIXTURES, HARDWARE, BACK MIRRORS, MIRROR w/ LIGHT, SERVICE AREA PANELS ARE
SUPPLIED BY H&M/ INSTALLED BY G.C. G.C. TO VERIFY FIXTURES, E.C. ROUGH-IN WITH FLOOR PLAN LAYOUT.
2. G.C. IS RESPONSIBLE FOR PROVIDING ALL BRACING/ BLOCKING REQUIRED BY CODE AND STRUCTURAL
NECESSITY FOR ALL FIXTURES AFFIXED TO WALLS.
3. COORDINATE SPACING & FREQUENCY OF BLOCKING FOR FITTING ROOM ACCESSORIES w/ H&M ON SITE.
4. G.C. TO CAULK AROUND ALL FIXTURES IN FITTING ROOMS. CAULK ILLUMINATED MIRRORS WHEN FRONT PANELS
ARE IN OPEN POSITION.
5.ATTACH HANDICAP BENCH TO WALL (NO OTHER FITTING ROOM BENCHES TO BE SECURED TO WALLS).
6. ALL PLAN DIMENSIONS TO FINISH FACE OF PARTITION.
7. CENTER LINE OF J-BOX FOR FITTING ROOM ILLUMINATED MIRRORS TO BE @ 46 1/2" A.F.F.
8.MIRROR IN ADA FITTING ROOM FURNISHED AND INSTALLED BY G.C.
9. VERIFY WALLS TO RECEIVE SPECIAL GRAPHICS AND/ OR MATERIAL SHALL NOT HAVE ANY RECEPTACLES.
10. WALL PANELS ACCORDING w/ CORNER GUARDS (ONLY AT PANELS) FURNISHED BY TENANT & INSTALLED BY
GC. GC TO FURNISH 15 MM 'L'-PROFILE IN SATIN ALUMINUM TO MATCH OTHER FITTING ROOM PROFILES.
11. SPECIAL MIRROR BETWEEN SPECIAL PANELS FURNISHED & INSTALLED BY G.C.
12. FITTING ROOM MIRROR-LIGHTS TO CONTAIN INTEGRAL MOTION SENSORS (TYP.) E.C. TO RUN WIRE/ CABLING
IN WALL CAVITY ADJACENT TO FITTING ROOM AND/OR TO JUNCTION BOX IN CEILING ABOVE (TYP.).
13.G.C. TO COORDINATE FITTING ROOM PORTAL OPENING HEIGHT WITH I.P.S. DRAWING AND STOREINSTRUCTION CATALOGUE.
14. FITTING ROOM MIRROR AND SIDES LIGHTS ALWAYS TO COVER FULL WIDTH OF WALL.
15. CLEAR SPACE MUST BE MAINTAINED.
NO. GENERAL FITTING ROOM NOTES
FITTING ROOM WALL PANEL WITH BASE. G.C TO CUT AND TRIM ON-SITE AS REQUIRED.
HDF. BD. WALL PROTECTION. FURNISHED AND INSTALLED BY G.C. WITH BASE. REFER TO FINISH
PLANS AND SHT. A-711 FOR MORE INFO.
CEILING MOUNTED CURTAIN ROD AND FULL HEIGHT CURTAIN. FURNISHED BY H&M AND INSTALLED BY
G.C.
FITTING ROOM SERVICE AREA DESK
CABIN CURTAIN ROD. INSTALLATION SCREW COLOR TO MATCH ROD
WALL MOUNTED MIRROR FURNISHED AND INSTALLED BY G.C. (U.S. MIRROR @ 10" AFF)
LIGHTS FURNISHED BY H&M AND INSTALLED BY G.C. (PROVIDE POWER & BLOCKING AS REQ'D.)
HOOKS INSTALLED BY G.C (REFER TO ELEVATIONS FOR MOUNTING HT.)
HANGING BAR (REFER TO ELEVATION FOR MOUNTING HT.)
SEAT (STOOL).
"BACK" MIRROR (U.S. MIRROR @ 1'-6" AFF)
HOOK FOR FITTING ROOM TAG (4'-0" AFF TO CENTERLINE) (SEE F.R. PLAN FOR LOCATIONS)
FITTING ROOM SIGN (FITTING ROOM #) (7'-0 5/8" AFF TO CENTERLINE) (SEE F.R. PLAN FOR
LOCATIONS)
BARRIER-FREE BENCH ( 20" x 48" MIN. ) TO BE FLOOR SUPPORTED & FASTENED TO FLOOR. PROVIDEDBY OWNER & INSTALLED BY G.C.
42" BARRIER-FREE GRAB BAR (2'-10" AFF TO CENTERLINE)
"NIB" WALL @ CORNER FOR MIRROR. BUILT FROM FITTING ROOM WALL PANELS ( SEE FITTING ROOM DETAILS SHT. )
BUILT ON-SITE MIRROR FIXTURE ( SEE STANDARD STORE DETAILS )
ESPALIER FIXTURE. REFER TO FIXTURE PLAN AND ESPALIER DETAILS SHEET FOR MORE INFO.
LOUNGE COUCH. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C.
LOUNGE CHAIR. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C.
LOUNGE TABLE. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY G.C.
LOUNGE SIDE TABLE. SPECIFICATIONS TO BE CHOSEN BY H&M STORE DESIGNER AND PURCHASED BY
G.C.
LOUNGE RUG. G.C. TO PROVIDE AND INSTALL 6" FLAT METAL PLATE CORNER BRACE AT THE UNDERSIDE
OF EACH CORNER OR EQUALLY AROUND CIRCUMFERENCE OF ALL RUGS. ATTACH WITH HEAVY DUTY
DUCT TAPE. SEE FIXTURE SCHEDULE FOR MORE INFO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
SYM.LEGEND
NOTE REFERENCE
FITTING ROOM WALL PANEL ( SEE FIXTURE SCHEDULE FOR MORE INFO. )
HDF. BD. WALL PROTECTION ( SEE PARTITION SHEET FOR MORE INFO. )
CORNER GUARD ( SEE FIXTURE SCHEDULE FOR MORE INFO. )
#
MB-1 TB-1
CG
TB-1
TB-1TB-1NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
B/F FITTING ROOM PLAN (TYP.) 10
SCALE: 1/4" = 1'-0"
B/F FITTING ROOM ELEV. (TYP.)6
SCALE: 1/4" = 1'-0"
B/F FITTING ROOM ELEV. (TYP.)7
SCALE: 1/4" = 1'-0"
B/F FITTING ROOM ELEV. (TYP.)8
SCALE: 1/4" = 1'-0"
B/F FITTING ROOM ELEV. (TYP.)9
SCALE: 1/4" = 1'-0"
FITTING ROOM PLAN (TYP.) 11
SCALE: 1/4" = 1'-0"
FITTING ROOM ELEV. (TYP.)12
SCALE: 1/4" = 1'-0"
FITTING ROOM ELEV. (TYP.)13
SCALE: 1/4" = 1'-0"
FITTING ROOM ELEV. (TYP.)14
SCALE: 1/4" = 1'-0"
FITTING ROOM ELEV. (TYP.)15
SCALE: 1/4" = 1'-0"
FITTING ROOM AREA #2- UPPER LEVEL PLAN 1
SCALE: 1/4" = 1'-0"
FITTING ROOM AREA #2 PLAN 2
SCALE: 1/4" = 1'-0"
FITTING ROOM AREA #2 PLAN 3
SCALE: 1/4" = 1'-0"
FITTING ROOM AREA #2 PLAN 4
SCALE: 1/4" = 1'-0"
FITTING ROOM AREA #2 PLAN 5
SCALE: 1/4" = 1'-0"
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
1
1 1
1
1
30
"
x
6
0
"
30
"
x
6
0
"
PLASTIC PAPER TRASH
BA
R
W
I
T
H
H
I
G
H
S
T
O
O
L
S
&
O
U
T
L
E
T
S
50" TV
30
"
x
6
0
"
DECO TABLE & SHELVING:
REUSE EXISTING TABLE AND
SHELVES FROM THE
OLD DECO ROOM.
F
PROCESSING TABLE
ADJUSTABLE HEIGHT.
ELECTRICITY REQUIRED IN
FLOOR. Art.NO 102043-01
3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER
3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER 3-TIERLOCKER3-TIERLOCKER
MICROWAVEWATERCOOLER
W
RELOCATED
VENDINGMACHINE
RELOCATEDVENDINGMACHINE
A
A
X6
X5
AAAA
AA
HH
C
E
F
GG
X3
K
DD
EE
X8
EE
X5
H
EXPOSED PLUMBING BELOWCOUNTER TO BE INSULATED.
SEE SPECIFICATIONS ON
MECHANICAL DRAWINGS
1A-741
3A-741
10A-741
4A-741 7
A-741
DD
HH
STAFF ROOM117
JANITOR'S ROOM111
MEETING ROOM116
VISUAL ROOM110
SECURITY ROOM112
ELECTRICAL ROOM113
ADMIN114
LAN ROOM
115
HALLWAY
109
MEN'S WASHROOM107
STOCK ROOM
106
WOMEN'S WASHROOM
108
G.C. TO ENSUREELECTRICAL ROOM
DOOR HARDWARE IS IN
GOOD WORKINGORDER, REPORT ANDDEFICIENCIES TO THE
H&M PM.
GC TO DEEPCLEAN
G.C. TO REPLACE
ANY DAMAGED
OR MISSINGCORNER GUARDSAS REQUIRED G.C. TO REPLACE
ANY DAMAGEDOR MISSING RSP
AS REQUIRED
GC TO DEEP CLEAN SALES AREA
SALES AREA
FITTING ROOMS
EXTERIOR
ADJACENT
TENANT
SERVICE
CORRIDOR
1A-742
±1
'
-
8
3
/
4
"
2'-1 5/8"
ALIGN
3'
-
9
5
/
8
"
6'-7 5/8"
G 2'
-
6
"
4'-0"30" X 48" SIDE
APPROACH
CLEAR SPACE
3'
-
8
"
3'-9"
1A-743
W WWW W W
CLICK & COLLECT
006
EXIT CORRIDOR007
FITTING ROOMS
SALES AREA
ELEVATOR
MACHINE
ROOM
ADJACENT
TENANT
SERVICE
CORRIDORCG
CG
1'
-
0
3
/
4
"
(1
'
-
0
"
M
I
N
.
)
ALIGN
ALIGN
6'-3"7'-7 1/8"
18'-10 3/8"
5'
-
4
5
/
8
"
2'-1"12'-7 3/8"6'-7 7/8"
3'-6"
1'-6 1/4"
±5
'
-
7
1
/
4
"
±8
'
-
3
7
/
8
"
±4'-6 3/4"
2'
-
8
5
/
8
"
LF
A-740
ENLARGED BOH PLAN,
NOTES AND SCHEDULES
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
CABINET & HARDWARE GENERAL NOTES:
1. IKEA CABINETRY TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
ADDITIONAL BLOCKING / ATTACHMENTS AS REQUIRED.
2. DRAWER SLIDES TO BE RATED FOR 100 LBF & SHALL BE FULL EXTENSION,SIDE MOUNTED, ZINC PLATED STEEL DRAWER SLIDES WITH STEEL BALL
BEARINGS, BHMA A156.9, B05091.
3. PROVIDE 2"X2" STEEL TUBES BELOW COUNTERTOPS WHERE SHOWN OR
REQUIRED FOR EQUIPMENT ABOVE4. ALL EXPOSED HARDWARE SHALL BE NO. 640 FINISHED.
5. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A156.9, B01602,
SELF-CLOSING
6. ADJUSTABLE SHELF STANDARDS & SUPPORTS: BHMA A156.9, B04071: WITHSELF RESTS, B04081
7. PROVIDE STAINLESS STEEL PINS FOR ALL ADJUSTABLE SHELVING
MATERIALS & HARDWARE LEGEND
ITEM DESCRIPTION
BASE CABINETS IKEA: SEKTION BASE CABINET FRAME, WHITE
WALL CABINETS IKEA: SEKTION WALL CABINET FRAME, WHITE
CABINET DOORS IKEA: VEDDINGE DOOR, WHITE
DRAWER FRONTS IKEA: VEDDINGE DRAWER FRONT, WHITE
DRAWER IKEA: MAXIMERA DRAWER, MEDIUM, WHITE
SHELF IKEA: UTRUSTA SHELF
CABINET PULLS IKEA: LANSA HANDLE (601.387.59)
HINGE IKEA: UTRUSTA HINGE
PANEL FASTENER KEKU PUSH-IN PANEL - HAFELE # 262.50.313
WALL CABINET
SUSPENSION RAIL
IKEA: SEKTION SUSPENSION RAIL GALVANIZED
(602.516.27)
BASE CABINET LEGS IKEA: SEKTION LEG (102.655.18)
BASE CABINET TOEKICK IKEA: FÖRBÄTTRA TOEKICK, WHITE (602.668.17)
3" X 6" CERAMIC TILE #0790 ARTIC WHITE, RITTENHOUSE
SQUARE BY DALTILE IN RUNNING BOND PATTERN. GROUT:
MAPEI - COLOR #38 AVALANCHE
1" CORIAN - "DOVE"
FORMICA LAMINATE #459-58, BRITE WHITE MATTE FINISH
IKEA: WORK TOP, LAMINATE, WHITE STONE EFFECT,SALJAN
WT-1
COR-1
RSP LEGEND
SYMBOL DESCRIPTION
DASHED LINE INDICATES LOCATION OF RSP, TYP. FOR
GRAPHIC PURPOSES ONLY. REFER TO FINISH SCHEDULE
SHT. FOR MORE INFO.
INDICATES LOCATION OF RSP CORNER GUARD, TYP. FOR
GRAPHIC PURPOSES ONLY. REFER TO FINISH SCHEDULESHT. AND SHT. A-710 FOR MORE INFO.
NOTE: USE INPRO G2-160RD SURFACE MOUNT END
WALL PROTECTOR AT LOUNGE PORTAL AND WHERE (2)CORNER GUARDS ARE REQUIRED AT END WALL.
CG
NOTE:
ALL B.O.H. CONVENIENCE OUTLETS IN OFFICES, KITCHENS, AND VISUALS AREAS TO BE EQUIPPED WITH
WALL SOCKETS WITH BUILT-IN TIMER DEVICES. COORD. ELEC. REQT'S / HEIGHT WITH P.M. & ELEC. DWGS.
IKEA FURNITURE SCHEDULE FOR B.O.H.
NO. DESCRIPTION MANUF.MODEL LOCATION #
TABLE
(31.5" x 48"- 71")IKEA EKEDALEN
703.408.07 SEE PLANS 3
TABLE
(36" x 71"-95")IKEA EKEDALEN703.407.65 SEE PLANS 2
TABLE( 24" X 48")IKEA LINNMON+GODVIN
603.537.58 SEE PLANS 1
TASK CHAIR IKEA LANGFJALL
292.809.10 SEE PLANS 2
DINING CHAIR IKEA ODGER
002.460.78 SEE PLANS 13
CLOSED CABINET
(47" H x 31.5" W x 18" D)IKEA GALANT103.651.41 SEE PLANS 1
BAR STOOL(26" SEAT HEIGHT)IKEA GLENN
601.317.34 SEE PLANS 3
ADMIN DESK IKEA BEKANT
190.228.08 SEE PLANS 2
BENCH
(41 3/8"L X 14 W)IKEA EKEDALEN403.407.62 SEE PLANS 5
FLOOR LAMP IKEA HEKTAR803.936.16 SEE PLANS 1
PICTURE LEDGE IKEA MOSLANDA702.921.04 SEE PLANS 1
FRAMES WITH IMAGES IKEA RIBBA
903.784.27 SEE PLANS XX
AA
BB
CC
DD
EE
FF
GG
HH
(IKEA: FURNISHED AND INSTALLED BY G.C.)
SCHEDULE FOR B.O.H. ACCESSORIES AND
APPLIANCES
NO. DESCRIPTION
LOCKER - 3 OR 6 TIER 12"D POLYCARBONATE STYLE LOCKERS, RED w/ FLAT TOP FROM
(www.lockup.com)
BAYCO EXECUTIVE COAT RACK - MODEL # B-10-H IN BAYCO ANODIZED COLOR AND NECESSARY
ACCESSORIES AT 54" A.F.F.
LG 55 CLASS LED 2160P - SMART - 4K ULTRA HD TV (UM7300PUA) WITH SANUS PREMIUM SERIES
ADVANCED TILT TV WALL MOUNT (BLT2-B1)(FOR ALL MEETING ROOMS, LOUNGES, ETC.)
TIME CLOCK GRAB BARS - AMERICAN SPECIALTIES INC. - 3800 SERIES 18" LENGTH - STAINLESS STEELOR APPROVED EQUAL.
G.E. REFRIGERATOR - FRENCH DOOR STAINLESS STEEL MODEL # GNE21FSKSS, SKU:5009900009900
LG MICROWAVE NEOCHEF- STAINLESS STEEL MODEL # LMC1575ST, SKU:5714901
SOAP DISPENSER - BOBRICK - B-2111
COUNTERTOP PAPER TOWEL HOLDER - UMBRA 330746-582-L50 OR APPROVED EQUAL.
WHITE INFORMATION BOARD FROM STAPLES OR APPROVED EQUAL
NOTE: G.C. TO INSTALL PRIOR TO STORE OPENING
PER H&M P.M. DIRECTION.
(PROVIDED BY H&M & INSTALLED BY G.C)
BULLETIN BOARD (DECO TABLE AREA) FROM STAPLES OR APPROVED EQUAL
(PROVIDED BY H&M & INSTALLED BY G.C)
WATER COOLER - SPEC TBD
TIME CLOCK ( EXISTING TO BE RELOCATED)
FLOOR CLEANING MACHINE - BATTERY OPERATED AUTOMATIC SCRUBBER SC450 ADVANCE(VERIFY LOCATION WITH H&M STORE PLANNER AND OPERATIONS) PREFERABLY IN JANITOR'S
CLOSET. ALTERNATE LOCATION IN STOCKROOM (PROVIDED BY H&M CLEANING VENDOR)
TWO (2) "IVES - WS402CCV - US26D "WALL STOPS FOR SAFE DOOR HANDLE. COORDINATELOCATION OF STOPS WITH SAFE DOOR SWING AND HANDLE LOCATION. GC TO INSTALL ONE (1)
LAYER OF 1/2" F.R.T. PLYWOOD BLOCKING BETWEEN STUDS IN LOCATION OF WALL STOPS.
A
B
C
D
E
F
G
H
I
J
K
L
M
N
(FURNISHED AND INSTALLED BY G.C. UNLESS OTHERWISE NOTED)
NOT USED
NOT USED
NOT USED
JJ
KK
LL
MM
PLAM-1
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
ENLARGED PLAN - ENLARGED BACK OF HOUSE 1
SCALE: 1/4" = 1'-0"UPPER LEVEL
ENLARGED PLAN - ENLARGED CORRIDOR & CLICK & COLLECT 2
SCALE: 1/4" = 1'-0"LOWER LEVEL
CTP-1
NOT USED
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1'-678"1'-678"1'-678"
4'-858"
912"1'-678"912"1'-678"
LINE OF
SUPPORT
BELOW
10"Ø OPENING(TYP. OF 3)7
A-741
EQ
.
EQ
.
2'
-
3
"
CLCL CL
CL
1'-578"
INTERIOR CLEAR
1'-578"
INTERIOR CLEAR
1'-578"
INTERIOR CLEAR
8
A-741
EQ. 1 EQ. 1 EQ. 1
3"
1"
2'
-
1
"
COUNTERTOP
1'-678"1'-678"1'-678"
4'-858"
CTP-1
9
A-741
1/4" REVEAL.
HEIGHT TOMATCH OTHER
DRAWERS IN
LOUNGE
5"
2'
-
1
0
"
PLAM-1
3"
3"
MELAMINEINTERIOR
1"
2'
-
6
"
EQ.10" Ø EQ.
2'-3"
AL
I
G
N
COUNTERTOP
DOOR &HARDWARE TO
MATCH KITCHEN
CABINET DOORS
PLAM-1
CTP-1
PLAM-1
1'-11"
INTERIOR CLEAR
PLAM-1
2
A-741
A.C.T. CEILING
EXISTING
2'
-
6
"
NOTE: REFER TOELECTRICAL SHTS.
FOR ALL DATA AND
POWER
RECEPTACLESLOCATIONS
SHELF - IKEA BERGSHULT
BRACKETS - IKEA EKBY
STODIS OR LOCALLYSOURCED
2'
-
1
"
1'
-
3
34"
DESK - ADJUSTABLEHEIGHT - BEKANT, IKEA
OR LOCALLY SOURCED
2 ADMIN PACKS
SEE PAGE 35 ORBOH GUIDE LINES
DESK SCREEN
CORK BOARD OR LIGHTGREY
LOCALLY SOURCED
FINISHED FLOOR
0'-0" A.F.F.
SEE PLAN
FINISHED FLOOR
0'-0" A.F.F.
HEAVY DUTY METAL
SUPPORT BRACKET(TYP.)
A.C.T CEILING
9'-0" A.F.F.
COUNTERTOP.DOUBLED UP CORIAN
AROUND PERIMETER
5
A-741
CLCL
NOTE: REFER TO
ELECTRICAL SHTS.
FOR ALL DATA ANDPOWERRECEPTACLES
LOCATIONS
CTP-1
3'
-
0
"
T.
O
.
L
U
N
C
H
C
O
U
N
T
E
R
3'-118"
EQ.
4"
PT-1
EXISTING BASE, PATCH
& REPAIR AS REQ'D
CL
3'-118"
EQ.
CL
3'-118"
EQ.
4
A-741
6
A-741
EXISTING WALL
CONSTRUCTION
FINISHED FLOOR
0'-0" ± A.F.F.
A.C.T CEILING
9'-0" ± A.F.F.
3'
-
0
"
4"
COUNTERTOP. DOUBLED UP
CORIAN AROUND PERIMETER
EXISTING WALL CONSTRUCTION
T.O. COUNTER
+36" A.F.F.
HEAVY DUTY METAL SUPPORT BRACKET(SEE ELEVATION)
PROVIDE NEW CONTINUOUS WOOD BLOCKING BETWEENSTUDS AS REQ'D. PATCH, REPAIR & PAINT WALL AS REQ'D.
4"
1'-6"
3/4"CTP-1
55" FLAT SCREEN TV BY LG,SAMSUNG, OR APPROVED
EQUAL W/WALL MOUNT.
G.C. TO PROVIDE BLOCKING
AND POWER AS REQ'D.
5'
-
0
"
FINISHED FLOOR
0'-0" A.F.F.
A.C.T CEILING
EXISTING
55" TV
EXISTING BASE TO
REMAIN, G.C. TO
PATCH & REPAIR ASREQUIRED
EQ.
PT-1
EQ.
NOTE: GENERAL CONTRACTOR
PROVIDED MILLWORK WILL REQUIRE
SHOP DRAWINGS SUBMITTED TOTENANT AND ARCHITECT UPON
AWARDING OF CONTRACT.
4'
-
6
34"
HO
L
D
25
5
/
8
"
T
O
3
3
1
/
2
"
1'-2"
1'
-
3
34"
SHELF - IKEA BERGSHULTBRACKETS - IKEA EKBY
STODIS OR LOCALLY
SOURCED
DESK - ADJUSTABLE
HEIGHT - BEKANT, IKEA
OR LOCALLY SOURCED
ADMIN PACK
SEE PAGE 35 OR
BOH GUIDE LINES
3/4" PLYWOOD COUNTERTOP w/WHITE PLASTIC
LAMINATE FINISH. APPLY SECOND LAYER OF 3"WIDE PARTICLE BOARD AROUND PERIMETER
2'
-
6
"
5'-0"
HEAVY DUTYMETAL BRACKETSON EITHER SIDE.
SIZE TO BE
VERIFIED.
2" x 2" WOOD
BLOCKING BELOW
10
A-741
13
A-741
1'
-
2
"
NOTE: G.C. TO PROVIDE
IN-WALL F.R.T. BLOCKING FORINSTALLATION OF DECO TABLE.
NOTE: DECO TABLE IS SUPPLIED
AND INSTALLED BY GC. FINALLOCATION BY H&M PROJECTMANAGER.
2" DIA. WHITE METAL
SUPPORT POST
ON EITHER SIDE
CL
3"
3"
3"
AREA OF DOUBLED UP
PARTICLE BOARD BELOW
3"
NOTE: G.C. TO PROVIDE IN-WALL
F.R.T. BLOCKING FORINSTALLATION OF DECO TABLE.
2'
-
6
"
5'-0"
NOTE: FOR LOCATIONOF DECO TABLE REFER
TO CONSTRUCTION
PLAN. GC TO PROVIDE
AND INSTALL DECOTABLE. PROVIDE
BLOCKING INSIDE
PARTITION FOR PROPER
INSTALLATION.
3'
-
2
"
1'
-
0
"
3/4" PARTICLE BOARD
COUNTERTOP w/ WHITE
PLASTIC LAMINATE FINISH.
DOUBLED UP PARTICLE BOARD
AROUND PERIMETER
WOOD BLOCKING INSIDE
PARTITION BY G.C.
2" x 2" WOODBLOCKING
HEAVY DUTY METALBRACKET (BEYOND)
1'
-
8
"
HO
L
D
1'-2"
±3
'
-
1
0
"
1/4" MIN. BACK PANELFINISHED TO MATCH SHELVES
3/4" THICK SIDE PANELS w/(PLAM-1) FINISH. END PANELS
TO HAVE PLASTIC LAMINATE
FINISH ON BOTH SIDES
3/4" THICK P. BD. ADJUSTABLE
SHELVES WITH SCHEDULED
(PLAM-1) FINISH ON 4 SIDES TYP.
GENERAL CONTRACTOR TO
REINFORCE PARTITION w/BLOCKING AND ANY OTHER
REQ'D MEANS TO WITHSTAND
A PULLING FORCE OF 75 LBSPER LINEAR FOOT
2" DIA. WHITE
METAL SUPPORTPOST WITH METAL
SLEEVES FOR
CONNECTION
2'-6"
NOTE: REFER TO ELECTRICALDRAWINGS FOR EXACT LOCATIONS
OF ELECTRICAL/DATA RECEPTACLES.
COORDINATE WITH PM
3'
-
2
"
1'
-
0
"
1'
-
8
"
HO
L
D
±3
'
-
1
0
"
5'-0"
HOLD
13
A-741
2'
-
8
"
HO
L
D
2'-6"
2"X2" F.R.T. WOOD
BLOCKING
2" DIA. WHITEMETAL SUPPORT
POST WITH METAL
SLEEVES FOR
CONNECTION
HEAVY DUTYMETAL
BRACKETS
A.C.T CEILING
9'-0" A.F.F.
FINISHED FLOOR
0'-0" A.F.F.
±2
'
-
1
0
"
NOTE: REFER TO
ELECTRICAL SHTS.FOR ALL DATA AND
POWER
RECEPTACLES
LOCATIONS
LF
A-741
BOH MILLWORK
DETAILS AND ELEVATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
RECYCLING CENTER (PLAN)9
SCALE: 3/4" = 1'-0"
RECYCLING CENTER (ELEVATION)7
SCALE: 3/4" = 1'-0"
RECYCLING CENTER (SECTION)8
SCALE: 3/4" = 1'-0"
LOUNGE SECTION 5
SCALE: 3/4" = 1'-0"
COUNTER SECTION 6
SCALE: 3" = 1'-0"
ELEVATION - ADMIN. ROOM MILLWORK 1
SCALE: 3/4" = 1'-0"
LUNCH COUNTER (ELEVATION)4
SCALE: 3/4" = 1'-0"
LOUNGE WALL (ELEVATION)3
SCALE: 3/4" = 1'-0"
SECTION - ADMIN. ROOM MILLWORK 2
SCALE: 3/4" = 1'-0"
ELEVATION - DECO TABLE 10
SCALE: 3/4" = 1'-0"
SECTION -DECO TABLE 13
SCALE: 3/4" = 1'-0"
PLAN - DECO TABLE PARTICLE BD. FRAMING 11
SCALE: 3/4" = 1'-0"
PLAN - DECO TABLE 12
SCALE: 3/4" = 1'-0"
M
FINISHED FLOOR
0'-0" A.F.F.
A.C.T CEILING
9'-0" A.F.F.
NOTE: REFER TOELECTRICAL SHTS.
FOR ALL DATA AND
POWERRECEPTACLESLOCATIONS
2
A-7423
A-742
REM
O
V
A
B
L
E
P
A
N
E
L
2"1'-6"1'-6"3'-0"1'-6"1'-6"2"
2"1'-6"1'-6"2'-10 1/2" (30"MIN.)
CLEAR
1'-6"1'-6"2"
F
3
1
/
2
"
2'
-
6
"
1
1
/
8
"
2'
-
0
"
3'
-
4
"
2'
-
1
0
5
/
8
"
2'
-
7
1
/
8
"
WT-1
CL
CL
8"
7 7/8"
2'
-
0
"
GCOUNTERTOP
SINGLE COMPARTMENT STAINLESS
STEEL SINK WITH MAXIMUM DEPTH OF
6'-1/2". VERIFY GAUGE IN SPECS.PROVIDE ADA COMPLIANT
CLEARANCES AND LEVERS ON FAUCET.
G.C. TO CUT COUNTERTOP ASREQUIRED TO ACCEPT SINK
36" WIDE SEKTION CABINETTO BE ALTERED ON SITE.
SIDE PANELS TO BE FLIPPED,
SMOOTH FACE TOWARDS
CLEAR SPACE. LOWERPANEL TO BE USED AS
REMOVABLE PANEL.
TOE KICK. HEIGHT TO BE
ADJUSTED PER MANUF.
INSTRUCTIONS
EXPOSED PLUMBING BELOW
COUNTER TO BE ADA
COMPLIANT & INSULATED.SEE SPECIFICATIONS ONMECHANICAL DRAWINGS
CTP-1
BASE CABINETS
PROVIDE FINISHED PANEL ONALL EXPOSED SIDES.
ADJUSTABLE SHELVES
UPPER WALL CABINETS PT-1
E
FILLER PANELS AS REQUIRED.
PROVIDE FINISHED PANEL ONALL EXPOSED SIDES.
PROVIDE FINISHED PANEL ON
ALL EXPOSED SIDES.
±2'-6 1/4"
COORDINATE WITH FRIDGESPEC
9'-4"
EXISTING BASE, PATCH &
REPAIR AS REQ'D.
2'
-
3
"
MI
N
.
KEKU PUSH-INPANEL
BACKSPLASH
NOTE: REFER TOELECTRICALDRAWINGS FOR
EXACT
LOCATIONS OF
ELECTRICAL/DATARECEPTACLES.
COORDINATE w/
H&M PM.
ACT CEILING
WT-1
PROVIDE BLOCKING
AS REQUIRED
ADJ. SHELVING (TYP.)
IKEA WALL
SUPENSION
HARDWARE.
INSTALLATION PERMANUF.
INSTRUCTIONS
UPPER WALL CABINETS
2'
-
6
"
2'
-
7
1
/
8
"
8"
MIN
6"
MAX.
2
3
/
4
"
9"
M
I
N
CTP-1
2 3/4" H.
DRAWER
PANEL
COUNTERTOP
REMOVABLEPANEL BUILT
FROM LOWER
PANEL OF BASECABINET.
2'-1"
2'
-
3
"
C
L
E
A
R
M
I
N
2'-1"
PROVIDE BLOCKING
AS REQUIRED
COUNTERTOP DRAWER
3
1
/
2
"
3"
BACKSPLASH
HORIZONTALLY
MOUNTED DUPLEX, SEEELEC. PLANS FORHEIGHTS -
COORDINATE
ORIENTATION WITHG.C
ADJ. SHELVING (TYP.)
IKEA WALLSUPENSION
HARDWARE.
INSTALLATION PER
MANUF.INSTRUCTIONS
NOTE: REFER TO
ELECTRICALDRAWINGS FOREXACT
LOCATIONS OF
ELECTRICAL/DATA
RECEPTACLES.
COORDINATE w/H&M PM.
ACT CEILING
1
A-742
WT-1
CTP-1
2'
-
0
"
UPPER WALL CABINETS
TOE KICK. HEIGHT TO BE
ADJUSTED PER MANUF.
INSTRUCTIONS
BASE CABINETS
ADJ. SHELVING (TYP.)
BASE CABINET STANDS
2'
-
6
"
2'
-
1
0
5
/
8
"
LF
A-742
BOH MILLWORK
DETAILS AND ELEVATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
LOUNGE COUNTER (ELEVATION)1
SCALE: 3/4" = 1'-0"
BARRIER-FREE (SECTION)3
SCALE: 3/4" = 1'-0"
KITCHEN COUNTER (SECTION)2
SCALE: 3/4" = 1'-0"
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
NOTE:
ALL FIXTURES AND ACCESSORIES ARE EXISTING UNLESSNOTED OTHERWISE. G.C. TO CONFIRM EXISTINGFIXTURES AND ACCESSORIES ARE INSTALLED PER
CURRENT CODES. REFER TO THIS SHEET AND A-001
FOR REQUIREMENTS.
10"3'-6"
4'-4"
12
"
3'
-
0
"
CL
1'-6"
12"
3'-0"
CL
60" X 60" MANEUVERING SPACE
48" X 60"
MANEUVERING
SPACE
18
"
18"
5'-1"
8'
-
1
"
5'
-
0
"
7'-9"
1'
-
6
"
EXISTING 6" W X 9" H (MIN.) TOECLEARANCE WITH SMOOTH
NON-ABRASIVE SURFACE
EXISTING 6" W X 9" H
(MIN.) TOE CLEARANCEWITH SMOOTHNON-ABRASIVE SURFACE
86
7
9
A-743
53
2
4
A-743
16
16
18" MIN.
13 1'
-
8
"
3'
-
0
"
4"
EXISTING
EXISTING
EXISTING
EXISTING
11
"
3'
-
6
"
EXISTING
EXISTING
13
EXISTING STALL DOOR & HARDWARE TOBE FLIPPED. CONFIRM GOOD WORKINGORDER AND REPLACE IF NECESSARY.
EXIST.
44
"
M
A
X
.
TO
O
P
E
R
A
B
L
E
P
A
R
T
34
"
MA
X
.
T
O
T
O
P
O
F
CH
A
N
G
I
N
G
S
U
R
F
A
C
E
1'-6"
16
EXISTING
EXIST.
1'
-
5
"
EX
I
S
T
I
N
G
19
"
M
I
N
.
EX
I
S
T
I
N
G
EXIST.
40
"
M
A
X
.
MOUNT EXISTING TOILET COVERDISPENSER TO WALL. ENSUREADEQUATE BLOCKING IN WALL
EXISTING MIN. 6"X 9" TOE
CLEARANCE WITH SMOOTHNON-ABRASIVE SURFACE
EXISTINGEXISTING
2'
-
9
"
EX
I
S
T
I
N
G
EXISTING
19
"
M
I
N
.
2'
-
9
"
1'
-
5
"
7-9"
9"
M
I
N
.
CL
E
A
R
(E
X
I
S
T
I
N
G
)
3'
-
4
1
/
2
"
(M
A
X
.
4
0
"
T
O
B
O
T
T
O
M
O
F
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
)
INSTALL INSULATION ON
EXPOSED PIPING IF NOTEXISTING
EXIST.
4'
-
0
"
M
A
X
.
(E
X
I
S
T
I
N
G
)
EXIST.
3'
-
4
"
M
A
X
.
(E
X
I
S
T
I
N
G
)
MIN. 6"X 9" TOE CLEARANCE
WITH SMOOTH NON-ABRASIVESURFACE
EXISTING EXISTING
13
2'
-
1
0
"
M
A
X
.
2'
-
3
"
(2
'
-
3
"
M
I
N
HO
L
D
)
9"
6"MAX.8"MIN.
1'-5" MIN.
INSTALL INSULATION ONEXPOSED PIPING IF NOT
EXISTING
EXIST.
EXIST.
1'
-
4
"
(E
X
I
S
T
I
N
G
)
1'
-
5
"
(E
X
I
S
T
I
N
G
)
1'
-
7
"
M
I
N
.
(E
X
I
S
T
I
N
G
)
2'
-
3
1
/
2
"
(E
X
I
S
T
N
G
)
2'
-
9
"
(E
X
I
S
T
I
N
G
)
3'
-
4
"
M
A
X
.
(E
X
I
S
T
I
N
G
)
EXISTING MIN. 6"X 9" TOECLEARANCE WITH SMOOTHNON-ABRASIVE SURFACE
EXIST.
MOUNT EXISTING TOILET COVERDISPENSER TO WALL. ENSUREADEQUATE BLOCKING IN WALL
EXIST.
EXISTING
EXISTING
9"
M
I
N
.
CL
E
A
R
(
E
X
I
S
T
I
N
G
)
INSTALL INSULATION ON
EXPOSED PIPING IF NOT
EXISTING
4'
-
0
"
M
A
X
.
(E
X
I
S
T
I
N
G
)
3'
-
4
1
/
2
"
(M
A
X
.
4
0
"
T
O
B
O
T
T
O
M
O
F
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
)
EXIST.
EXIST.
EXISTING
44
"
M
A
X
.
TO
O
P
E
R
A
B
L
E
P
A
R
T
34
"
MA
X
.
T
O
T
O
P
O
F
CH
A
N
G
I
N
G
S
U
R
F
A
C
E
19
"
M
I
N
.
2'
-
9
"
1'
-
5
"
7-9"
EXIST.
EXIST.
16
EXISTING
EXIST.
EXISTING MIN. 6"X 9" TOE
CLEARANCE WITH SMOOTHNON-ABRASIVE SURFACE
EXISTING TOILET PARTITIONS
EXIST.
2'
-
1
0
"
M
A
X
.
2'
-
3
"
(2
'
-
3
"
M
I
N
HO
L
D
)
9"
6"
MAX.
8"
MIN.
1'-5" MIN.
INSTALL INSULATION ON
EXPOSED PIPING IF NOTEXISTING
ELEVATION - EXISTING WOMEN'S TOILET ROOM 9
SCALE: 1/2" = 1'-0"
ENLARGED PUBLIC TOILET ROOM PLAN 1
SCALE: 1/2" = 1'-0"
ELEVATIONS
LF
A-743
TOILET ROOMS
PLANS AND
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
ELEVATION - EXISTING WOMEN'S TOILET ROOM 8
SCALE: 1/2" = 1'-0"
ELEVATION - EXISTING WOMEN'S TOILET ROOM 7
SCALE: 1/2" = 1'-0"
PLUMBING ACCESSORIES LEGEND
NO. DESCRIPTION MANUFACTURER MODEL NUMBER LOCATION
HIGH SPEED HAND DRYER DYSON AIRBLADE V, MODEL HU02W, WHITE. FURNISHED AND INSTALLED BYG.C.PER FLOOR PLANS
TOILET PAPER DISPENSER BOBRICK ITEM # B-2892 TWIN JUMBO ROLL BATH TISSUE SURFACE MOUNTED
SATIN STAINLESS STEEL 1 PER TOILET COMPARTMENT
42" GRAB BAR BOBRICK 1 1/2" DIA. STAINLESS STEEL GRAB BAR w/ CONCEALED MOUNTING
B-6806X42 1 PER HANDICAPPED TOILET ROOM
36" GRAB BAR BOBRICK 1 1/2" DIA. STAINLESS STEEL GRAB BAR w/ CONCEALED MOUNTING 1 PER HANDICAPPED TOILET ROOM
SOAP DISPENSER BOBRICK ITEM # B-40 BOBRICK SOAP DISPENSER
BLACK - 5-13/16" W x 3-3/8" D x 6-7/8" H 1 PER LAVATORY
SANITARY NAPKIN DISPOSAL BOBRICK CONTURA SERIES SURFACE-MOUNTED B-270 1 PER WOMEN'S COMPARTMENT
TOILET SEAT COVER DISPENSER BOBRICK ITEM #: B-221 TOILET SEAT COVER DISPENSER
SURFACE MOUNTED SATIN STAINLESS STEEL 1 PER TOILET COMPARTMENT
PLATE GLASS MIRROR
w/ STAINLESS STEEL FRAME BOBRICK B-290 2436 1 PER LAVATORY
COAT HOOK BOBRICK B-2116 MTD. AT 39" A.F.F. FOR ADA 1 PER TOILET COMPARTMENT
18" VERTICAL GRAB BAR BOBRICK 1 1/2" DIA. STAINLESS STEEL GRAB BAR w/ CONCEALED MOUNTING
B-6806X18 1 PER HANDICAPPED TOILET ROOM
AIR FRESHENER -WALL MOUNTED AIR FRESHENER 1 PER TOILET ROOM
JANITOR'S SINK FIAT
FIAT NO. TSB100-2424 W/ AMERICAN STANDARD 8350.243 FAUCET
WITH VACUUM BREAKER AND BUCKET, HOOK, 3/4" HOSE OUTLET,
HOSE WITH BRACKET AND STAINLESS STEEL CAP ON ALL CURBS
1 PER JANITOR'S CLOSET
SWING DOWN GRAB BAR(WHERE REQ'D. BY AHJ)BOBRICK B-4998 1 PER HANDICAPPED TOILET ROOM
TOILET ROOM PARTITION MATCH EXISITING MATCH EXISTING. TOILET ROOM
EMERGENCY PULL CORD CALL SYSTEM
(WHERE REQ'D. BY CODE)MIRCOM EC-100 -SURFACE 1 PER TOILET ROOM
STORAGE CABINET IKEA HALLAN (WITH LEGS) (403.636.21)1 PER TOILET ROOM
BABY CHANGING STATION ASI HORIZONTAL PLASTIC BABY CHANGING STATION, LIGHT GRAY (9014)1 PER PUBLICLY ACCESSIBLE TOILET
ROOM
FLAMMABLE STORAGE CABINET, MANUALCLOSE DOUBLE DOOR GLOBAL INDUSTRIES STORES < 25,000 SQ.FT. USE 28 GALLON SIZE, 44"H x 34"W x 18"D
STORES > 25,000 SQ. FT. USE 45 GALLON SIZE, 65"H x 46"W x 18"D 1 PER JANITOR'S CLOSET.
1
2
3A
3B
4
5
6
7
8
9
10
11
12
13
14
15
16
REFER TO A-001 FOR SIGNAGE REQUIREMENTS. REPLACE WITH NEW IF EXISTING SIGNS DO NOT MEET CURRENT CODE REQUIREMENTS.
3. ALL FIXTURES AND ACCESSORIES ARE EXISTING TO REMAIN UNLESSNOTED OTHERWISE. ENSURE EXISTING FIXTURES AND ACCESSORIES
MEET CURRENT CODE. REFER TO THIS SHEET AND A-001 FOR
REQUIREMENTS.
NOTE:
1. ELEVATIONS SHOW OUTLINE OF ITEMS ONLY. FOR ROUGH WALL OPENING DIMENSIONS AND PLACEMENT OF
REQUIRED ELECTRICAL AND PLUMBING CONNECTIONS, SEE CURRENT TECHNICAL DATA SHEET AVAILABLE FOR EACH
MODEL LISTED IN TOILET ROOM ACCESSORY SCHEDULE.
2. DIMENSIONS INDICATE AVERAGE MOUNTING HEIGHT FROM TOP OF ROUGH WALL OPENING (AT RECESSEDITEMS) OR TOP OF UNIT (AT SURFACE MOUNTED ITEMS) TO FINISHED FLOOR FOR CONDITIONS GENERALLY
ENCOUNTERED IN PUBLIC WASHROOMS. MOUNTING HEIGHTS ARE IN COMPLIANCE WITH ANSI A117.1
1. NO OTHER MANUFACTURER SUBSTITUTIONS SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER FIVE (5) DAYS BEFORE BIDDING.
2.CONTRACTOR SHALL SUBSTITUTE MODELS FOR LOW FLUSH WATER CLOSETS ONLY AS REQUIRED BY LOCAL AND STATE CODES.
3. FIXTURES SHALL BE MOUNTED RIGID TO WALLS AND FLOORS.
4.ALL PLUMBING FIXTURES SHALL BE WATER SAVING TYPE IN ACCORDANCE WITH CITY GOVERNING ADOPTED CODES AND REGULATIONS.
5. WATER CLOSET TO BE FURNISHED WITH OSCILLATING FLUSH CONTROL HANDLE. OPERATING AT NOT GREATER THAT 5 LB. FORCE AND W/O EXCESSIVE BODY MOVEMENT.
6. LAVATORY: FURNISHED NEW FAUCET CONTROLS OPERABLE WITH ONE HAND AND NOT REQUIRED GRASPING, PINCHING OR TWISTING.
7. LAVATORY: FURNISH WITH NO ABRASIVE SURFACES UNDERNEATH.
8. GRAB BARS TO HAVE A 1 1/2" TO 1 1/4" CROSS SECTION. FURNISH 1 1/2" CLEARANCE BETWEEN BAR AND WALL AND MOUNTED TO WITHSTAND A FORCE OF 300 LBS.9. WATER CLOSET FLUSH VALVE TO BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSER.
10.ALL TOILET ACCESSORIES INCLUDING, BUT NOT LIMITED TO, GRAB BARS, TOILET PAPER HOLDERS, ETC. TO BE INSTALLED PER LOCAL ACCESSIBILITY CODE.
11. FOR ALTERNATE FLOOR WATERPROOFING: GC TO USE DAL-SEAL WATER PROOFING SHEET BENEATH FLOOR 6" UP (ABOVE CONCRETE SLAB). USE NOBLE FLEX DRAIN FLASHING AT
FLOOR DRAINS.
TOILET ROOM ACCESSORY NOTES
ACCESSIBLE SIGNAGE NOTES
17
ELEVATION - EXISTING WOMEN'S TOILET ROOM 6
SCALE: 1/2" = 1'-0"
NOT USED
ELEVATION - EXISTING MEN'S TOILET ROOM 2
SCALE: 1/2" = 1'-0"
ELEVATION - EXISITNG MEN'S TOILET ROOM 3
SCALE: 1/2" = 1'-0"
ELEVATION - EXISITNG MEN'S TOILET ROOM 5
SCALE: 1/2" = 1'-0"
ELEVATION - EXISITNG MEN'S TOILET ROOM 4
SCALE: 1/2" = 1'-0"
NOT USED
NOT USED
1
1 02.13.23 REVISED PER CITY COMMENTS
VARIES
PTD HOLLOW
METAL DOOR
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
TYPE 'A'
LF
A-800
DOOR SCHEDULE
1. DIMENSIONS ON DOOR SCHEDULE SHOWS CLEAR OPENING REQUIRED. CONTRACTOR TO DETERMINE ROUGH
OPENING DIMENSIONS - ALL WOOD DOORS TO BE PAINTED.
3. PROVIDE SHOP DRAWINGS/ CUTS FOR ALL DOORS AND HARDWARE FOR ARCHITECT & H&M APPROVAL PRIOR TO
FABRICATION/ ORDERING.
4. ALL LOCKS TO HAVE INTERCHANGEABLE CORES. PROVIDE BEST 7-PIN WHERE NOTED IN HARDWARE SCHEDULE.5. EXISTING DOORS & HARDWARE TO BE EVALUATED BY PROJECT TEAM FOR REFURBISH OR REPLACEMENT WITH NEW.
DOORS TO BE PAINTED TO MATCH ADJACENT WALLS. REPLACE DOOR FRAME IF REQUIRED.
6. COORDINATE ALL DOORS WITH ELECTRIC HARDWARE WITH E.C.7. ALL DOORS TO HAVE SILENCERS UNLESS PERIMETER WEATHER STRIPPING IS PROVIDED. IF SILENCER IS NOT SPECIFIED IN
THE HARDWARE SET, USE IVES, MODEL # SR64.
8. ALL DOORS USED IN CONNECTION WITH EXIT ACCESS SHALL BE ARRANGED AS TO BE READILY OPENABLE WITHOUTTHE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT FROM THE SIDE WHICH EGRESS IS MADE. NO THUMB TURNS
OR DEADBOLTS ARE PERMITTED ON EGRESS DOORS.
9. DOORS REQ'D. TO BE ACCESSIBLE WITH HARDWARE THAT IS HAND ACTIVATED SHALL BE OPERABLE WITH A SINGLE
EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TOPROVIDE PASSAGE WITHOUT REQUIRING TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO
OPERATE.
10. HAND OPERATED HARDWARE/DEVICES SHALL BE CENTERED BETWEEN 34" MIN. AND 44" MAX. ABOVE FINISHED FLOOR.
LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANYHEIGHT.11. FORCE TO OPERATE INTERIOR SWINGING EGRESS DOORS (OTHER THAN FIRE DOORS) SHALL NOT EXCEED FIVE (5)
POUNDS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO THE LATCH SIDE OF DOOR. FOR OTHER
THAN SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHENSUBJECT TO A 15 POUND FORCE. DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECT TO A 15 POUND
FORCE.
12. HORIZONTAL SLIDING OR VERTICAL SECURITY GRILLES ARE PERMITTED AT THE MAIN EXIT AND SHALL BE OPENABLE
FROM THE INSIDE WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT DURING PERIODS THAT THE SPACEIS OCCUPIED. THE GRILLES SHALL REMAIN SECURED IN THE FULL OPEN POSITION DURING BUSINESS HOURS.
13. KEY ALL DOORS ALIKE. PRIOR TO CONSTRUCTION, G.C. SHALL VERIFY WITH HARDWARE SUPPLIER AND ARCHITECTURAL
CONSULTANT THAT ALL DOOR HARDWARE MEETS ALL STATE AND LOCAL CODES AND ORDINANCES. NOTIFY OWNER
OF ANY DISCREPANCIES.14. ALL LOCKING DEVICES AND PANIC HARDWARE SPECS. SHALL BE COMMERCIAL GRADE & VERIFIED WITH THE AHJ.
15. ALL DOORS & HARDWARE SHALL CONFORM TO CURRENT APPLICABLE STANDARDS FOR HANDICAPPED ACCESSIBILITY.
16. EXIT DOORS SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' WIDE OR 68" HIGH.NO DOOR LEAF SHALL EXCEED 4'W.
17. DOORS WIDTHS GREATER THAN 36" TO HAVE CONTINUOUS HINGE AND WELDED FRAME (NO KNOCKDOWN TYPE.)
PROVIDE EXTRA MTL. STUD FRAME AND HEADER STRUCTURE.
(G.C. TO COORDINATE CUBE SYSTEM INSTALLATION WITH MEP DRAWINGS)
ALL DOORS WITH CUBE ACCESS CONTROL SYSTEM ARE REQUIRED TO HAVE
WIRING FROM DOOR TO TO CUBE CONTROL PANEL IN LAN ROOM, ELECTRIC
STRIKE PANEL AND FACE PLATE AS DESCRIBED IN HARDWARE SCHEDULE. CUBE
SYSTEM FURNISHED & INSTALLED BY H&M SECURITY VENDOR. WIRING TO BE INCONDUIT (IF REQUIRED BY AHJ.) SEE ELECTRICAL DRAWINGS FOR TYPE AND
NUMBER OF WIRES. WIRING AND RECESSED JUNCTION BOX FOR EACH DEVICE
TO BE F&I BY G.C. - ALL DOOR JAMBS TO KNOCK-DOWN TYPE AND TO BECOMPATIBLE WITH THE SPECIFIED ELEC. STRIKE - REFER TO SECURITY VENDOR
SHOP DRAWINGS. FIRE ALARM COMPANY TO LEAVE A WIP TO A N/C RELAYON THEIR FIRE PANEL FOR THE FAIL SAFE STRIKE.
G.C. TO RE-CORE ALL LOCKS AT TURNOVER OF STORE TO OWNER WITH THE
EXCEPTION OF LAN. ROOM DOOR (REFER TO DOOR SCHEDULE.) RE-CORING
OF THIS DOOR SHALL BE IN PRESENCE OF OWNER'S REPRESENTATIVE. UPONCOMPLETION OF RE-CORING, ALL KEYS SHALL BE TURNED OVER TO OWNER.
LAN. ROOM DOOR SHALL RECEIVE IT'S OWN DEDICATED CORE PER DOOR
SCHEDULE ON THIS SHEET. REFER TO H&M PROJECT MANAGER FOR MORE
INFORMATION.
NOTE:
ALL WIRING TO RUN FROM DOORS TO LAN. ROOM.
(FURNISHED AND INSTALLED BY G.C., U.O.N.)
ALL H&M PERIMETER DOORS/GATES SHALL HAVE ALARM
CONTACTS UNLESS THE PHYSICAL NATURE OF THE DOOR
PREVENTS PLACEMENT OF DOOR CONTACTS.
THE SECURITY VENDOR IS RESPONSIBLE FOR IDENTIFYING ALL
REQUIRED ALARM LOCATIONS, PLACEMENT OF ALARMS, AND
ALARM INSTALLATION. THE ALARM VENDOR AND H&M PM ARERESPONSIBLE FOR THE APPROPRIATE LOCATION OF ALARM
KEYPADS AND COORDINATION WITH THE G.C. OF CONDUIT
INSTALLATION (IF REQUIRED BY AHJ)
SET - 6 (LAN ROOM / MEDIA ROOM)
(1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D(1) CLOSER: TO BE MOUNTED ON PULL SIDE - NO HOLD OPEN
(1) LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626
(1) CORE: BEST 7-PIN INTERCHANGEABLE(PROVIDE LOCK GUARD PLATE IF DOOR SWING OUT OF ROOM)
(3)DOOR SILENCER: IVES, #SR64
(1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE
(1) SET SEALS: PEMKO #305 CR - AL(1) SWEEP: PEMKO #315CN X LENGTH - AL
SET - 10 (H.C. TOILET ROOM)
(1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D
(1) CLOSER: DORMA, #8916 PH-689 - AL, PLUNGER HOLD OPEN
(1) PRIVACY SET LEVER: BEST 9K-3-7-L-15-D-STK-626
(1) FOOT DOOR PULL: AMERAPRODUCTS, THE DOORWAVE FF-0110011, S.S. (NOT TO BE INSTALLEDON TOILET ROOM COMPARTMENT DOORS)
(1) FLOOR STOP: IVES #FS13 - US26D
(1) FLOOR STOP RISER: IVES #R14 - US26 (IF REQ'D.)
(3)DOOR SILENCER: IVES #SR64
SET - 7 (SALES AREA TO B.O.H. OR AS NOTED)
(1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D
(1) CLOSER: TO BE MOUNTED ON PULL SIDE - NO HOLD OPEN
(1) PANIC DEVICE: ARROW ED910-36.32D - SIZE TO MATCH DOOR W/ SRX82 EXTERIOR TRIM
(1) FLOOR STOP: IVES #FS13, US26D
(1)FLOOR STOP RISER: IVES R14 - US26D (AS REQ'D)
(3) DOOR SILENCER: IVES #SR64
(1) KICKPLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED PUSH SIDE
SET - 3 (DISPLAY WINDOW - FLUSH WOOD DOOR)(1) EZYJAMB FRAMELESS DOOR JAMB SYSTEM
(3)CONCEALED HINGE: ROCYORK RY-45, 626
(1) CYLINDER LOCK: ARROW N SERIES DEADLOCK N43-26D-380(1) INTERCHANGEABLE CORE: BEST 7-PIN (INSTALL ON BOTTOM CORNER)
(2)MAGNETIC TOUCH LATCH: SUGATSUNE, MODEL #MC-S60, SATIN S.S.(1) EDGE DOOR PULL: SUGATSUNE, MODEL #SND-120M, SS FINISH
(1) CABINET DOOR PULL: SUGATSUNE MODEL #4LC-150, 6.3" (BETWEEN DOORS)
SET - 15 (SALES AREA TO STAIRWELL)
(1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D
(1) CLOSER: TO BE MOUNTED ON STAIR HALL SIDE - NO HOLD OPEN
(1) PANIC DEVICE: ARROW F-430 - US26D - SIZE TO MATCH DOOR W/ SRX82 EXTERIOR TRIM
(1)FLOOR STOP: IVES #FS13, US26D
(1)FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.)
(3) DOOR SILENCERS: IVES #SR64
(1) KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE
(1)SET SEALS: PEMKO #305 CR - AL(1) SWEEP: PEMKO #315CN X LENGTH - AL
SET - 11A (MACHINE ROOM)
(1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D(1) CLOSER: TO BE MOUNTED ON PULL SIDE - NO HOLD OPEN
(1) LOCKSET: BEST 9K-3-7-D-15-D-STK-626
(1) CORE: BEST 7-PIN INTERCHANGEABLE(1)FLOOR STOP: IVES FS13 - US26D
(1)FLOOR STOP RISER: IVES R14 - US26 (IF REQ'D.)
(3) DOOR SILENCER: IVES #SR64
(1) SET SEALS: PEMKO #305CR - AL
(1)SWEEP: PEMKO #315CN x LENGTH - AL
(1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE
SET - 14 (EGRESS + DELIVERY DOOR)
(1) CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36")(1) CLOSER: TO BE MOUNTED ON PUSH SIDE
(1)PANIC DEVICE: ARROW S1250-36.32D - W/ SRX82 TRIM (RATED DOORS ONLY)
(1) CORE: BEST 7-PIN INTERCHANGEABLE
(1) FLOOR STOP: IVES #FS13, US26D
(1) FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.)
(3) DOOR SILENCER: IVES #SR64
(1) TAMPER PROOF PLATE: IVES #LG10-US32D ON CORRIDOR SIDE(1) KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE
(1)SET SEALS: PEMKO #305CR - AL
(1) SWEEP: PEMKO #315CN x LENGTH - AL
(1) DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595XUS26D - VIEW FACING OUT
(1) THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM.
(1) DOOR BELL (SEE ELEC. DRAWINGS)
SET - 16 (ADMIN. ROOM)
(1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D - NON REMOVABLE PINS
(1) CLOSER: (110°) DORMA, MOUNTED ON PULL SIDE
(1) LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626, TO BE INTERLOCKED WITH SAFE DOORMICROSWITCH
(1)CORE: BEST 7-PIN INTERCHANGEABLE
(1) FLOOR STOP: IVES #FS13, US26D
(1) FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.)
(3) SILENCER: IVES, #SR64
(1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE(1)DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595XUS26D - VIEW FACING HALLWAY
SET - 12 (JANITOR'S CLOSET)
(1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D(1)CLOSER: DORMA, #8916 PH-689 - AL, PLUNGER HOLD OPEN(1) LOCKSET: BEST, 9K-3-7-N-15-D-STK-626(1) DOOR STOP: IVES #WS402CVX, US26D WALL MTD. DOME(3) DOOR SILENCER: IVES, #SR64(1)KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE(1)METAL LOUVER: TRUDOOR,18GA., INVERTED Y-BLADE, 24"X18", GRAY
SET - 17 (FITTING RM. POCKET DOOR) (WHERE APPLICABLE)
(1) HAWA JUNIOR 250/A BY HAFELE OR APPROVED EQUAL
(1) EMT - 2103 - KEYED - MORTISE POCKET DOOR LOCKSET BY EMTEK IN SATIN NICKEL FINISH OR
APPROVED EQUALNOTE: DOOR HEIGHT AND HARDWARE TO ACCOMODATE THE SPECIFIED DOOR OPENING HEIGHT ON
SCHEDULE. HARDWARE AT HEADER TO BE CONCEALED IN WALL ABOVE.
SET - 18 (EMPLOYEE ENTRANCE)
(1) CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36")
(1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D (IF DOOR WIDTH IS 36" OR LESS)
(1) CLOSER: DORMA, MOUNTED ON PUSH SIDE
(1)PANIC DEVICE: ARROW S1250-36.32D - W/ SRX82 TRIM
(3) DOOR SILENCER: IVES #SR64
(1) TAMPER PROOF PLATE: IVES #LG10-US32D ON EXTERIOR SIDE
(1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE
(1) SET SEALS: PEMKO #305CR - AL
(1) SWEEP: PEMKO #315CN x LENGTH - AL(1) THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM.
(1) DOOR BELL
(1) DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595XUS26D - VIEW FACING OUT
SET - 19 (EXTERIOR TO NIGHT BOX)
(1) CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36")
(1) CLOSER: TO BE MOUNTED ON NIGHTBOX SIDE
(1) NON-ALARMED PANIC DEVICE: ARROW F-430 - CYLINDER COLLAR FOR 7-PIN
INTERCHANGEABLE CORE, US26D - SIZE TO MATCH DOOR W/ SF12 EXTERIOR TRIM
(1)CORE: BEST 7-PIN INTERCHANGEABLE
(1) FLOOR STOP: IVES #FS13, US26D
(1) FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.)
(3) SILENCER: IVES, #SR64
(1) TAMPER PROOF PLATE: IVES #LG10-US32D ON EXTERIOR SIDE
(1) KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE
(1) SET SEALS: PEMKO #305CR - AL
(1) SWEEP: PEMKO #315CN x LENGTH - AL
(1) THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM.(1) LOCK BOX: MASTERLOCK 5423D
(1) DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595XUS26D - VIEW FACING OUT
SET - 20 (NIGHT BOX TO STOCK ROOM)
(1) CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36")
(1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D (IF DOOR WIDTH IS 36" OR LESS)(1) CLOSER: TO BE INSTALLED ON STOCK ROOM SIDE, NO HOLD OPEN
(1) LOCKSET LEVER: BEST, 9K-3-7-N-15-D-STK-626
(1) FLOOR STOP: IVES #FS13, US26D
(1) FLOOR STOP RISER: IVES #R14, US26D (AS REQ'D.)
(3) DOOR SILENCER: IVES #SR64
(2) KICK PLATE: BURNS #J102, 16 GA., 24"H - US32D
(1) SWEEP: PEMKO #315CN x LENGTH - AL
(1) MAGNETIC DOOR STOP: RICHELIEU 3" BRUSHED NICKEL MAGNETIC DOOR STOP, 67NBR
(1) DOOR VIEWER: PEEK-O WIDE ANGLE DOOR VIEWER 595X US26D - VIEW FACING OUT
SET - 11 (ELEC. ROOM - OUTSWING)
(1-1/2 PAIR) HINGES: STANLEY, #FBB191, US26D
(1) CLOSER: TO BE MOUNTED ON PUSH SIDE - NO HOLD OPEN
(1) PANIC DEVICE: ARROW S1250-36.32D - W/ SRX82 TRIM (RATED DOORS ONLY)(1) CORE: BEST 7-PIN INTERCHANGEABLE
(1)FLOOR STOP: IVES FS13 - US26D
(1) FLOOR STOP RISER: IVES R14 - US26 (IF REQ'D.)
(3) DOOR SILENCER: IVES #SR64
(1) SET SEALS: PEMKO #305 CR - AL
(1)SWEEP: PEMKO #315CN x LENGTH - AL
(1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE
SET - 7A (FOR PUBLICLY ACCESSIBLE TOILET ROOM ACCESS)
SAME AS SET - 7 EXCEPT WITH PASSAGE LEVER, BEST: 9K-3-0-N-15-D-STK-626
- NO PANIC DEVICE, ELECTRIC STRIKE OR CUBE SYSTEM
SET - 7B (CLOSET)
(1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D
(1) CLOSER: DORMA, #8916 AF89DST-689 - AL, CLOSER TO BE MOUNTED ON PULL SIDE - FRICTION HOLD OPEN
(1) LOCKSET LEVER: BEST, 9K-3-7-R-15-D-STK-626
(1) CORE: BEST 7-PIN INTERCHANGEABLE
(1)DOOR STOP: IVES #WS402CVX, US26D WALL MTD. DOME
(3)DOOR SILENCER: IVES, #SR64
(1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE
007B EMERGENCY EXIT EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING
SET - 1 (GLASS ENTRY DOORS) (HARDWARE PER DOOR LEAF)
(1) OVERHEAD CONCEALED CLOSER : RIXSON MODEL #700 - NO DOOR HOLD OPEN
(1) FLOOR STOP: ROCKWOOD KICK DOWN DOOR STOP #461, US26D(1) DUST PROOF STRIKE: DORMA
(1)HINGE: CONTINUOUS HINGE
(1) WEATHER STRIPPING: FINISH TO MATCH DOOR(2) DOOR PULLS: 6'H, FORMS AND SURFACES, SEXTANT 1200 SERIES, B-1 MOUNT,
CYLINDER (SXT910322) OR TEE (SXT910324), S.S. FINISH
(1) CYLINDER LOCK SET (BEST 7-PIN INTERCHANGEABLE) WITH THUMB TURN AT INTERIOR SIDE
SET - 8 (INTERIOR BOH/STOCK ROOM/VISUAL ROOM)
(3) STANDARD HINGE: MCKINNEY TA714 4 1/2" X4" C26D(1) ELECTRIC STRIKE: VON DUPRIN 6400 - 12VDC-630
(1) LOCKSET: BEST 9K 3 (PAT.) 7 D 15 D S3 626
(1)SURFACE CLOSER: LCN 1461 RWPA 689 1 3/4
(1) KICK PLATE: CBH CBH 903 34 1/2" X 30" C32D TAPE(1) FLOOR DOOR STOP: GALLERY GSH 209 C26D
READER/PINPAD & DOOR CONTACT BY TYCO
SET - 10A (H.C. TOILET ROOM - SINGLE USE PUBLIC ACCESSIBLE)
(1-1/2 PAIR) HINGES: STANLEY #FBB191, US26D
(1) CLOSER: DORMA, #8916 PH-689 - AL, PLUNGER HOLD OPEN(1) LOCKSET: YALE NEXTOUCH SECTIONAL MORTISE KEYPAD ACCESS LOCK,
#AUR-NTM-625-NR-626-1-3/4"-2153-2815
(1)FLOOR STOP: IVES FS13 - US26D(1) FLOOR STOP RISER: IVES R14 - US26 (IF REQ'D.)
(3)DOOR SILENCER: IVES #SR64
001 ENTRY #1 EXISTING EXIST. (±15'-0" x 11'-0") EXISTING - EXISTING EXISTING - -- EXISTING G.C. TO ENSURE ROLLING GRILLE IS IN GOOD WORKING ORDER
SET - 13 (EGRESS DOOR)
(1) CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36")
(1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D (IF DOOR WIDTH IS 36" OR LESS)
(1) CLOSER: DORMA, MOUNTED ON PUSH SIDE
(1) PANIC DEVICE: ARROW F-430 - CYLINDER COLLAR FOR 7-PIN
INTERCHANGEABLE CORE, US26D - SIZE TO MATCH DOOR W/ SF02 EXTERIOR TRIM(3)DOOR SILENCER: IVES #SR64
(1) TAMPER PROOF PLATE: IVES #LG10-US32D ON EXTERIOR SIDE
(1) KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE
(1)SET SEALS: PEMKO #305CR - AL
(1) SWEEP: PEMKO #315CN x LENGTH - AL
(1) THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM.
DOOR #LOCATION TYPE SIZE MATERIAL DETAILS FIRE
RATING
HDWR
SET
DOOR
ACCESS
BARRICADE
DEVICE REMARKSDOORHEADJAMBHEADSILL JAMB
DOOR SCHEDULE
DOOR SCHEDULE GENERAL NOTES CUBE CONTROL SYSTEM NOTES
DOOR RE-KEY GENERAL NOTES
BURGLAR ALARM NOTE
DOOR HARDWARE SCHEDULE F & I BY G.C. (U.O.N.)
INT. DOOR CLOSERS TYPE (U.O.N.)
MOUNTED ON PULL SIDE: DORMA, #8916 AF89-689 - AL
MOUNTED ON PUSH SIDE: DORMA, #8916 AF89P-689 - AL
SECURING DEVICE NOTE
SET - 7C
SAME AS SET - 7 EXCEPT REPLACE PANIC DEVICE WITH LOCKSET LEVER, BEST: 9K-3-7-D-15-D-STK-626AND ADD (1) MAGNETIC DOOR STOP: RICHELIEU 3" BRUSHED NICKEL MAGNETIC DOOR STOP, 67NBR
1. IF DOOR SWINGS INTO DISPLAY/POSTER WINDOW, THUMBTURN TO BE
ON DISPLAY/POSTER WINDOW SIDE.2. DOOR THICKNESS PER DOOR FRAME MANUFACTURER.
DISPLAY/POSTER WINDOW DOOR NOTE
SET - 11B (ELEC. ROOM - INSWING)
SAME AS SET 11 EXCEPT REPLACE PANIC HARDWARE WITH LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626
SET - 10B (H.C. TOILET ROOM - MULTI-COMPARTMENT)SAME AS SET 10 EXCEPT REPLACE PRIVACY SET LEVER WITH DOUBLE DUMMY TRIM,
BEST: 9K-3-0-2DT-15-D-STK-626
G.C. TO INSTALL ADEQUATE F.R. BLOCKING IN WALL FOR SECUREINSTALLATION OF DEVICE. REFER TO MANUFAC. SPECS. FOR MORE
INFO.
SINGLE DOOR W/ LEVER: LOCKDOWN INTERNATIONAL, BARRICADE
BOX
SINGLE DOOR W/PUSH BAR: EXIT SECURITY, INC., SECURITY BARSB-01-0036, 36" OR SB-01-0048, 48"
FOR BOH DOUBLE DOORS OP'G.: EXIT SECURITY, INC., SECURITY BAR,
SB-01-0072, 72"
SET - 1A (GLASS ENTRY DOORS) (HARDWARE PER DOOR LEAF)
SAME AS SET 1 EXCEPT NO LATCHES. OMIT CYLINDER LOCKSET
SET - 2 (STOREFRONT ROLL UP GRILLE)
(3) CYLINDER: BEST, 7 PIN - IE-74-C4-RP3, INTERIOR THUMBTURN - US26D
(1) EMERGENCY PULL (REFER TO STOREFRONT DETAILS FOR LOCATIONS & MOUNTING HEIGHTS)
DOOR TYPE ELEVATIONS 1
SCALE: N.T.S.
SET - 3A (DISPLAY WINDOW - FLUSH WOOD DOOR) - WALL PANEL
SAME AS SET 3 EXCEPT (2) TECTUS TE 541 3D FVZ CONCEALED HINGES INSTEAD OF (3) ROCYORK RY-45
SET - 4 (MEETING ROOM)
(1-1/2 PAIR) HINGES: STANLEY, #FBB191, US26D
(1) CLOSER: TO BE MOUNTED ON PULL SIDE(1)LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626
(1) CORE: BEST 7-PIN, INTERCHANGEABLE
(3) DOOR SILENCER: IVES, #SR64
(1)KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE
(1) INTEGRAL MINI BLINDS WITHIN WINDOW
SET - 5 (REMOTE STOCK ROOM)(1)CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR)
(1) CLOSER: TO BE MOUNTED ON TENANT SIDE
(1) LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626
(1) CORE: BEST 7-PIN, INTERCHANGEABLE
(1) DOOR STOP: IVES, #FS13, US26D
(3) DOOR SILENCER: IVES, #SR64
(1) KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE
(1) SIREN - REFER TO 'E' SHEETS
SET - 23 (TRAINING ROOM)
(2) CLOSER: CONCEALED OVERHEAD (INTERGRAL TO WILSON PARTITIONS DOORS SYSTEM)
(4) PUSH/PULL: 12" STANDARD OFFSET
(2) INTEGRAL ACOUSTIC SEALS & SWEEP
SET - 9 (SECURITY ROOM)
(1-1/2 PAIR) HINGES: STANLEY, #FBB191, US26D
(1) CLOSER: TO BE MOUNTED ON PULL SIDE, WITH HOLD OPEN
(1)LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626(1) CORE: BEST 7-PIN, INTERCHANGEABLE
(3) DOOR SILENCER: IVES, #SR64
(1)KICK PLATE: BURNS #KP50 (J102) - 12"H, US32D, MOUNTED ON PUSH SIDE
SET - 22 (SHIP TO STORE STOCKROOM)
(1 1/2 PAIR) HINGES: STANLEY #FBB191 - US26D
(1) CLOSER: TO BE MOUNTED ON PULL SIDE - NO HOLD OPEN(1) CORE: BEST 7-PIN, INTERCHANGEABLE
(1) LOCKSET LEVER: BEST 9K-3-7-D-15-D-STK-626
(1) FLOOR STOP: IVES #FS13, US26D
(1) FLOOR STOP RISER: IVES R14 - US26D (AS REQ'D.)
(3)DOOR SILENCER: IVES, #SR64
(1) KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE
SET - 19A (NIGHTBOX)SAME AS SET - 19 EXCEPT REPLACE PANIC DEVICE WITH LOCKSET LEVER, BEST: 9K-3-7-D-15-D-STK-626
SET - 21 (REMOTE NIGHTBOX)(1) CONTINUOUS HINGE: STANLEY #651 2134 (7'-0"H DOOR) - US26D (IF DOOR WIDTH IS >36")(1) CLOSER: TO BE MOUNTED ON NIGHTBOX SIDE(1) NON-ALARMED PANIC DEVICE: ARROW F-430 - CYLINDER COLLAR FOR 7-PININTERCHANGEABLE CORE, US26D - SIZE TO MATCH DOOR W/ SF12 EXTERIOR TRIM(1) CORE: BEST 7-PIN INTERCHANGEABLE(1) FLOOR STOP: IVES #FS13, US26D(1) FLOOR STOP RISER: IVES #R14 - US26D (AS REQ'D.)(3) SILENCER: IVES, #SR64(1) TAMPER PROOF PLATE: IVES #LG10-US32D ON EXTERIOR SIDE(1)KICK PLATE: BURNS #KP50 (J102) - 24"H, US32D, MOUNTED ON PUSH SIDE(1) SET SEALS: PEMKO #305CR - AL(1) SWEEP: PEMKO #315CN x LENGTH - AL(1)THRESHOLD: NATIONAL GUARD PRODUCTS #513 SADDLE THRESHOLD - MILL ALUM.
SET - 21A (REMOTE NIGHTBOX)SAME AS SET - 21 EXCEPT REPLACE PANIC DEVICE WITH LOCKSET LEVER, BEST: 9K-3-7-D-15-D-STK-626
NOT USED
NOT USED
NOT USED
NOT USED NOT USED
SET - 10C (H.C. TOILET ROOM - MULTI-COMPARTMENT PUBLIC ACCESSIBLE)
SAME AS SET 10 EXCEPT REPLACE PRIVACY SET LEVER WITH YALE NEXTOUCH KEYPAD ACCESS LOCK,
#AU-NTM-640-NR-626-1-3/4"-A600-694-497
SET - 1C (GLASS ENTRY DOORS) (HARDWARE PER DOOR LEAF)
(1) BALANCE DOOR: C.R. LAURENCE BALANCER SERIES DOOR, POLISHED S.S. FINISH
(1) FLOOR STOP: ROCKWOOD KICK DOWN DOOR STOP #461, US26D
(1) DUST PROOF STRIKE: DORMA(1)WEATHER STRIPPING: FINISH TO MATCH DOOR
(2) DOOR PULLS: 6'H, FORMS AND SURFACES, SEXTANT 1200 SERIES, B-1 MOUNT,
CYLINDER (SXT910322) OR TEE (SXT910324), S.S. FINISH(1) CYLINDER LOCK SET (BEST 7-PIN INTERCHANGEABLE) WITH THUMB TURN AT INTERIOR SIDE
SET - 3B (DISPLAY WINDOW - PARTIAL HT. 1/2" THK. TEMPERED GLASS DOOR)
(1) HINGE: C.R. LAURENCE VIENNA #044 SERIES
(1) OFFSET BACK PLATE HINGE: WALL MTD. POLISHED S.S.
(1)BOTTOM RAIL LOCK: C.R. LAURENCE #03P12, LOCK ON SALES AREA SIDE,
THUMB-TURN ON DISPLAY PLATFORM SIDE
SET - 3C (DISPLAY WINDOW - FULL HT. 1/2" THK. TEMPERED GLASS DOOR)
(1) TOP PATCH FITTING: C.R. LAURENCE, #PH20APS, POLISHED S.S.
(1) WALL MOUNT PIVOT: C.R. LAURENCE, #WGP22PS, POLISHED S.S.
(1) DOOR RAIL: C.R. LAURENCE 6" SQUARE DOOR RAIL WITH LOCK, #DR6SPS12CL
(1) BOTTOM MOUNT PIVOT: C.R. LAURENCE, #1NT402 WITH POLISHED S.S. COVER
SET - 3D (DISPLAY WINDOW - PARTIAL HT. 1/2" THK. TEMPERED GLASS DOOR) (GLASS TO GLASS)
GLASS TO GLASS GATE HINGE: CR. LAURENCE BILOBA 180°, #31M8015BTCH, CHROME
(1) DOOR RAIL: C.R. LAURENCE 6" SQUARE DOOR RAIL WITH LOCK, #DR6SPS12CL
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
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12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USEDNOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
006 CLICK + COLLECT A 3'-6" x 7'-0" x 1 3/4"HM HM HM 14/A801 - 14/A801 -7
007A SALES TO EXIT CORRIDOR A 3'-6" x 7'-0" x 1 3/4"HM HM HM 14/A801 - 14/A801 - 22
101 ENTRY #1 EXISTING EXIST. (±12'-6" x 11'-11") EXISTING - EXISTING EXISTING - -- EXISTING G.C. TO ENSURE ROLLING GRILLE IS IN GOOD WORKING ORDER
008 ELEVATOR MACHINE ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
104 SALES TO B.O.H.EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
106A STOCKROOM TO B.O.H.EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
106B EMERGENCY EXIT EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING
107 MEN'S WASHROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
108 WOMEN'S WASHROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
109A EMERGENCY EXIT EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING
109B HALLWAY EXISTING EXIST. (±3'-8" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
110 VISUAL ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
111 JANITOR'S ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
112 SECURITY ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
113 ELECTRICAL ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING EXISTING EXISTING G.C. TO VERIFY HARDWARE IS IN GOOD WORKING ORDER
114 ADMIN ROOM EXISTING EXIST. (±3'-0" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
115 LAN ROOM EXISTING EXIST. (2) (±2'-6" x 7'-0" x 1 3/4")EXISTING EXISTING EXISTING EXISTING - EXISTING - EXISTING
NOT USED
1 02.13.23 REVISED PER CITY COMMENTS
1
1
1
1/2"
2"
2X4 NON-COMBUSTIBLE F.R.T.WOOD BLOCKING
METAL STUD AND GYP. BD. WALL
CONSTRUCTION REFER TOCONSTRUCTION PLAN PARTITION
TYPES FOR WALL TYPE
VERIFY W/
FLOOR PLAN
HOLLOW METAL DOOR FRAME
1/4" F.R.T. SHIM
1/4" F.R.T. SHIM
CAULK DOOR FRAME AT WALL TYP.
METAL STUD AND GYP. BD. WALL
CONSTRUCTION REFER TOCONSTRUCTION PLAN & PARTITION
TYPES FOR WALL TYPE
1/2"
JAMB
HEADER
HOLLOW METAL DOOR FRAME
AL
I
G
N
VARIES
SEE CONSTRUCTION PLAN FOR
WALL PARTITION TYPE.
PTD. SOLID CORE WOOD DOOR.DOOR THICKNESS PER DOOR
FRAME MANUF.
RECOMMENDATIONS.
SALES AREA
WALL BASE
FURNISHED BY H&M
& INSTALLED BY G.C.
SALES AREA
FLOORING
WIDTHS VARY BASED ON
WALL TYPE PER LOCATION
1/
8
"
PLATFORM
STOREFRONT
WINDOW
UNDERCUT OF DOOR TO
VARY BASED ON SITECONDITIONS WITH
PLATFORM, TRENCH OR
FINISHED FLOOR
3/4" X 3/4" BRUSHEDSTAINLESS STEEL 'L' ANGLE
FURNISHED AND INSTALLED BY
G.C.
ROLLER CATCHES
5/8" THK. GYP. BD. PAINTED
TO MATCH ADJACENT WALL.
6"
DEADBOLT & PULL
4"
TY
P
.
EZY-JAMB CLASSIC INSTALLEDFLUSH TO WALL
DOOR TO BE LOCATED
ABOVE WOODEN PLANKS
(DISPLAY WINDOW ONLY)
AL
I
G
N
CL
F.R.T. BLOCKING TO SUPPORT JAMB.
PAINTED TO MATCH ADJACENTPLATFORM.
DASHED LINE DEPICTSDOOR SWING
DIRECTION
DISPLAY/
POSTER
WINDOW
SALES
AREA/
ENTRYSE
E
D
O
O
R
S
C
H
E
D
U
L
E
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
SOLID CORE WOOD DOOR TO
MATCH ADJACENT WALLS.
COORDINATE SIZES PERLOCATION. DOOR THICKNESS
PER DOOR FRAME MANUF.
RECOMMENDATIONS.FIELD VERIFIED PER FINISHEDGYP. BD. OPENINGS
SEE A-200 SERIES
SHTS. FOR
CONSTRUCTIONTYPE.
GRAPHIC
WALLPAPER APPLIED
TO BACK/SIDEWALLS & ACCESS
DOOR (AT POSTER
WINDOWS ONLY)
EZY-JAMB CLASSIC
INSTALLED FLUSHTO WALL
(3) ROCKYORK RY 45
CONCEALED HINGES
DEADBOLT & PULL MOUNTED6" A.F.F. (ONLY AT DOORS
FROM SALES AREA)
BRACING ABOVE CEILING AS REQD.
TO STRUCTURE ABOVE
F.R.T BLOCKING AS REQD.
HAFELE SLIDING DOOR ANDHARDWARE - G.C. TO INSTALL PER
MANUF. INSTRUCTIONS
SOLID CORE SLIDING WOOD DOOR
AND HARDWARE - PAINTED TO
MATCH ADJACENT SALES AREA WALL(MATCH ADJACENT FITTING ROOM
WALL IF DOOR IS AN INTERNAL
FITTING ROOM DOOR)HAFELE SLIDING DOOR GUIDEINSTALLED INSIDE WALL PER
MANUF. INSTRUCTIONS
LINE OF FITTING ROOM GYP. BD.
PORTAL (SEE RCP SHT.)
0'-0" AFF
FINISHED FLOOR
METAL STUD FRAMING ASREQ'D.
BOX BEAM HEADER AS REQ'D.
METAL 'L' ANGLE FURNISHED
BY H&M AND INSTALLED BY
G.C.
FITTING ROOM
F.R.T BLOCKING BEHIND 'L' ANGLE
ONLY IF FITTING ROOM WALLPANELS ON WALL. SEE PORTAL
DETAILS FOR MORE INFO.
8 1/2"
SEE RCP
U.S. OF PORTAL
1/2" X 1/2" X 1/16" 'L' ANGLE
FURNISHED AND INSTALLED BY G.C.
FINISH TO MATCH SS-1
FITTING ROOM WALL PANELS
(IF APPLICABLE
SE
E
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D
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SE
E
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O
O
R
S
C
H
E
D
U
L
E
SEE A-200 SERIES
SHTS. FOR
CONSTRUCTIONTYPE.
EZY-JAMB CLASSICINSTALLED FLUSH
TO WALL
DASHED LINE DEPICTS
DOOR SWING
DIRECTION
SOLID CORE WOOD DOOR TO
MATCH ADJACENT WALLS.COORDINATE SIZES PER
LOCATION. DOOR THICKNESS
PER DOOR FRAME MANUF.RECOMMENDATIONS.FIELD VERIFIED PER FINISHED
GYP. BD. OPENINGS
(3) ROCKYORK RY 45
CONCEALED HINGES
DEADBOLT & PULL MOUNTED
6" A.F.F. (ONLY AT DOORS
FROM SALES AREA)
DASHED LINE DEPICTSDOOR SWING
DIRECTION
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
SOLID CORE WOOD DOOR TO
MATCH ADJACENT WALLS.COORDINATE SIZES PERLOCATION. DOOR THICKNESS
PER DOOR FRAME MANUF.
RECOMMENDATIONS.FIELD VERIFIED PER FINISHED
GYP. BD. OPENINGS
SEE A-200 SERIES
SHTS. FOR
CONSTRUCTIONTYPE.
EZY-JAMB IN-SWING
INSTALLED FLUSH TO
WALL (3) ROCKYORK RY 45CONCEALED HINGES
DEADBOLT & PULL MOUNTED
6" A.F.F.
AL
I
G
N
VARIES
WALL
PTD. SOLID
CORE WOODDOOR. DOOR
THICKNESS PER
DOOR FRAME
MANUF.RECOMMENDATIONS.
SALES AREA
WALL BASE
FURNISHED BY
H&M & INSTALLEDBY G.C.
SALES AREA
FLOORING
WIDTHS VARYBASED ON
WALL TYPE PER
LOCATION
PLATFORM/
STAIR STEP
STOREFRONT
WINDOW
UNDERCUT OFDOOR TO VARYBASED ON SITE
CONDITIONS WITH
PLATFORM,TRENCH OR
FINISHED FLOOR
ROLLER CATCHES
5/8" THK. GYP. BD.
PAINTED TO
MATCH ADJACENTWALL.
6"
DEADBOLT
& PULL
4"
TY
P
.
EZY-JAMBINSTALLED FLUSH
TO WALL
VARIES
(IN-SWING DOOR)(OUT-SWING DOOR)
F.R.T. BLOCKING TOSUPPORT JAMB.PAINTED TO MATCH
ADJACENT
PLATFORM.
CL
DOOR TO BE LOCATED
ABOVE WOODEN
PLANKS (DISPLAY
WINDOW ONLY)3/4" X 3/4"
BRUSHEDSTAINLESS STEEL 'L'
ANGLE FURNISHED
AND INSTALLED BY
G.C.
AL
I
G
N
WALL
PTD. SOLID
CORE WOODDOOR. DOOR
THICKNESS PER
DOOR FRAME
MANUF.RECOMMENDATIONS.
SALES AREA
WALL BASE
FURNISHED BY
H&M & INSTALLEDBY G.C.
SALES AREA
FLOORING
WIDTHS VARYBASED ON
WALL TYPE PER
LOCATION
PLATFORM/
STAIR STEP
STOREFRONT
WINDOW
UNDERCUT OFDOOR TO VARYBASED ON SITE
CONDITIONS WITH
PLATFORM,TRENCH OR
FINISHED FLOOR
ROLLER CATCHES
5/8" THK. GYP. BD.
PAINTED TO
MATCH ADJACENTWALL.
6"
DEADBOLT
& PULL
4"
TY
P
.
EZY-JAMBINSTALLED FLUSH
TO WALL
F.R.T. BLOCKING TOSUPPORT JAMB.PAINTED TO MATCH
ADJACENT
PLATFORM.
CL
DOOR TO BE LOCATED
ABOVE WOODEN
PLANKS (DISPLAY
WINDOW ONLY)3/4" X 3/4"
BRUSHEDSTAINLESS STEEL 'L'
ANGLE FURNISHED
AND INSTALLED BY
G.C.
VARIES
WALL
PTD. SOLID CORE WOOD
DOOR. DOOR THICKNESS
PER DOOR FRAME MANUF.RECOMMENDATIONS.
WIDTHS VARY
BASED ON WALLTYPE PERLOCATION
1/
8
"
STOREFRONT
WINDOW
UNDERCUT OF DOOR TO
VARY BASED ON SITECONDITIONS WITH
PLATFORM, TRENCH OR
FINISHED FLOOR
ROLLER CATCHES
EZY-JAMB CLASSIC
INSTALLED FLUSH TO
WALL
AL
I
G
N
PLATFORM/STAIR STEP
DOOR TO BE LOCATED
ABOVE WOODEN PLANKS
(DISPLAY WINDOW ONLY)
FITTING ROOM
HEADER
JAMB
WALL PANEL ATTACHED TO WALL
VA
R
I
E
S
NON-COMBUSTIBLE F.R.T.
WOOD FRAME PAINTED
REFER TO CONSTRUCTION PLAN
& PARTITION TYPES FOR WALLTYPE
WALL PANEL ATTACHED TOWALLFITTING ROOM
SOLID CORE WOOD DOOR
(2) TECTUS TE 541 3D FVZCONCEALED HINGES FOR EACH
DOOR LEAF
NON-COMBUSTIBLE F.R.T.WOOD FRAME PAINTED
SOLID CORE WOOD DOOR
FITTING ROOM WALL PANEL
(FURNISHED BY H&M) TO BE
GLUED ONTO SOLID CORE
WOOD DOOR BY G.C.
FITTING ROOM WALL
PANEL (FURNISHED BYH&M) TO BE GLUED ONTOSOLID CORE WOOD
DOOR BY G.C.
DASHED LINE OF DOOR SWINGPOSITIONS
ALIGN
ALIGN
F.R.T. WOOD BLOCKING WITH
RUBBER DOOR STOP PADS
AL
I
G
N
AL
I
G
N
PT-1
PT-1
JAMB
HEADER
HOLLOW METAL DOOR FRAME. PAINT TOMATCH ADJACENT WALL PANEL
F.R.T. PLYWOOD AS REQUIRED
HOLLOW METAL DOOR
SALES AREA WALL PANEL FURNISHED BYH&M AND INSTALLED BY G.C.
SALES AREA
METAL STUD AND GYP. BD. WALLCONSTRUCTION REFER TO
CONSTRUCTION PLAN & PARTITION
TYPES FOR WALL TYPE
HOLLOW METAL DOOR FRAME
F.R.T. PLYWOOD AS REQUIRED
±4
7
/
8
"
VA
R
I
E
S
SALES AREA
BACK OF HOUSE
BACK OF HOUSE
HOLLOW METAL DOOR. PAINTED
TO MATCH ADJACENT WALL
CAULKING. COLOR TO MATCH
ADJACENT WALL.ALIGN
CAULKING. COLOR TO MATCHADJACENT WALL.
AL
I
G
N
METAL STUD AND GYP. BD. WALLCONSTRUCTION REFER TOCONSTRUCTION PLAN & PARTITION
TYPES FOR WALL TYPE
JAMB
HEADER
F.R.T. PLYWOOD AS REQUIRED
HOLLOW METAL DOOR.
BACK OF HOUSE
HOLLOW METAL DOOR FRAME
F.R.T. PLYWOOD AS REQUIRED
±4
7
/
8
"
VA
R
I
E
S
HOLLOW METAL DOOR FRAME
SALES AREA
METAL STUD AND GYP. BD. WALL
CONSTRUCTION REFER TO
CONSTRUCTION PLAN & PARTITIONTYPES FOR WALL TYPE
HOLLOW METAL DOOR.
ALIGN CAULKING. COLOR TO MATCH
ADJACENT WALL.
CAULKING. COLOR TO MATCHADJACENT WALL.
AL
I
G
N
CAULKING. COLOR TO MATCHADJACENT WALL.
SALES AREA
BACK OF HOUSE
CLEAR OPENING
SEE FIT. RM. SHTS. & DOOR SCHEDULEFOR MORE INFO.
DOOR WIDTH
CLEAR OPENING + 1"
FITTING ROOM
ALIGN
ALIGN
F.R.T.BLOCKING
AS REQ'D.
RUBBER WALL
STOP TOP ANDBOTTOM.
PROVIDED WITH
SLIDING DOOR
KIT.
FITTING ROOM
WALL PANELS (IF
APPLICABLE
SOLID CORE SLIDING WOOD
DOOR AND HARDWARE -
PAINTED TO MATCH ADJACENTSALES AREA WALL (MATCHADJACENT FITTING ROOM
WALL IF DOOR IS AN INTERNAL
FITTING ROOM DOOR)
POCKET
DOOR
MORTISE
LOCK STRIKEPLATE
3/4" THK. MDF. BD.
PAINTED TO MATCHADJACENT PORTAL
WALLS
3/4" THK. F.R.T.
PLYWOOD
HAFELE SLIDING DOOR
GUIDE INSTALLED INSIDE
WALL PER MANUF.INSTRUCTIONS
POCKETDOOR
MORTISE
LOCK FACE
PLATE TRIM
METAL 'L' ANGLE
FURNISHED BY H&MAND INSTALLED BY
G.C.
DASHED LINE OF PORTAL
HEADER ABOVE
DASHED LINE OF
PORTAL POCKET
DOOR OPENINGABOVE
7
1
/
4
"
DASHED LINE OF
POCKET DOOR INCLOSED POSITION
1/2" THK. GYP. BD.
1/2" THK.
GYP. BD.
1/2" X 1/2" X 1/16" 'L'
ANGLE FURNISHED AND
INSTALLED BY G.C. FINISH
TO MATCH SS-1 'L' ANGLEFURNISHED AND
INSTALLED BY
G.C.
AL
I
G
N
VARIES
SEE CONSTRUCTION PLAN FOR
WALL PARTITION TYPE.
PTD. SOLID CORE WOOD DOOR.DOOR THICKNESS PER DOOR
FRAME MANUF.
RECOMMENDATIONS.
FITTING ROOM
WALL BASE
FURNISHED BY H&M
& INSTALLED BY G.C.
SALES AREA
FLOORING
WIDTHS VARY BASED ON
WALL TYPE PER LOCATION
1/
8
"
PLATFORM
STOREFRONT
WINDOW
UNDERCUT OF DOOR TOVARY BASED ON SITECONDITIONS WITH
PLATFORM, TRENCH OR
FINISHED FLOOR
3/4" X 3/4" BRUSHEDSTAINLESS STEEL 'L' ANGLE
FURNISHED AND INSTALLED BY
G.C.
ROLLER CATCHES
5/8" THK. GYP. BD. PAINTED
TO MATCH ADJACENT WALL.
5
1
/
2
"
DEADBOLT & PULL
4"
TY
P
.
EZY-JAMB CLASSIC INSTALLEDFLUSH TO WALL
DOOR TO BE LOCATED
ABOVE WOODEN PLANKS
(DISPLAY WINDOW ONLY)
AL
I
G
N
CL
F.R.T. BLOCKING TO SUPPORT JAMB.
PAINTED TO MATCH ADJACENTPLATFORM.
AL
I
G
N
FITTING ROOM WALL PANEL
METAL STUD AND GYP. BD. WALL
CONSTRUCTION REFER TOCONSTRUCTION PLAN PARTITION
TYPES FOR WALL TYPE
HOLLOW METAL DOOR FRAME
1/4" F.R.T. SHIM
1/4" F.R.T. SHIM
CAULK DOOR FRAME AT WALL TYP.
METAL STUD AND GYP. BD. WALL
CONSTRUCTION REFER TOCONSTRUCTION PLAN & PARTITION
TYPES FOR WALL TYPE
JAMB
HEADER
HOLLOW METAL DOOR FRAME
1/2"
2"
VERIFY W/
FLOOR PLAN
1/2"
BUILT-UP BOX POST
BUILT-UP BOX BEAM
REFER TO SHEETS A-200 AND
A-700 FOR WALL TYPES.
SKIM EXPOSED EDGE OF
BLOCKING FOR SMOOTH,
SEAMLESS TRANSITION.
OFFSET PIVOT HINGES.
LINE OF DISPLAY PLATFORM
REFER TO SHEETS A-200,
STOREFRONT SHEETS FORMORE INFO.
DUST PROOF STRIKE INDISPLAY PLATFORM
BELOW. TO ACCEPT
LOCKING PIN.
RUBBER DOOR STOP ATBOTTOM FRAME .
1/2" TEMPERED SAFETY
GLASS DOOR. REFERTO DOOR SCHEDULE
ON THIS SHEET FOR
INFORMATION
LOCK CONCEALED
IN BOTTOM RAIL
EXTEND BLOCKING FORSECURE TOP PATCH FITTINGCONNECTION.
1"
1/
8
"
1/
8
"
NOTE: REFER TO SHEET A-800 FOR
HARDWARE SPECIFICATIONS.
STOREFRONT
WINDOW SALES AREA
REFER TO SHEETS A-200 ANDA-700 FOR WALL TYPES.
AL
I
G
N
12A-801
1/
2
"
4'
-
0
"
1/4" MAX. HOLD
SEE DOORSCHEDULE
OPEN
VERIFY WITH
PODIUM HEIGHT
BOTTOM MOUNTED PATCH HARDWARE,
w/ LOCK ON SALES AREA SIDE, AND
THUMB-TURN ON DISPLAY PLATFORMSIDE
OFFSET BACK PLATE - TYP.
HINGE - CRL -VIENNA # 044 SERIES
1/2" TEMPERED LOW IRON GLASS DOOR
LINE OF WALL
1/
2
"
4'
-
0
"
1/4" MAX. HOLD
SEE DOORSCHEDULE
OPEN
VERIFY WITH
PODIUM HEIGHT
BOTTOM MOUNTED PATCH HARDWARE,
w/ LOCK ON SALES AREA SIDE, AND
THUMB-TURN ON DISPLAY PLATFORMSIDE
OFFSET BACK PLATE - TYP.
HINGE - CRL -VIENNA # 044 SERIES
1/2" TEMPERED LOW IRON GLASS DOOR
LINE OF WALL
LF
A-801
DOOR DETAILS
DETAILS - HOLLOW METAL JAMB/HEADER 8
SCALE: 3" = 1'-0"
PLAN DETAIL - DOUBLE ACCESS DOORS (SINGLE WALL)1
SCALE: 1 1/2" = 1'-0"
SECTION DETAIL - DOUBLE ACCESS DOORS (SINGLE WALL)4
SCALE: N.T.S.
PLAN DETAIL - ACCESS DOOR (OUT SWING)2
SCALE: 1 1/2" = 1'-0"
PLAN DETAIL - ACCESS DOOR (IN SWING)3
SCALE: 1 1/2" = 1'-0"
SECTION DETAIL - ACCESS DOORS (FROM SALES AREA)5
SCALE: N.T.S.
SECTION DETAIL - ACCESS DOORS (FROM DISPLAY/POSTER WINDOW)6
SCALE: N.T.S.
DETAILS - HOLLOW METAL JAMB/HEADER (IN SWING)9
SCALE: 3" = 1'-0"
DETAILS - HOLLOW METAL JAMB/HEADER (OUT SWING)10
SCALE: 3" = 1'-0"
DETAILS - ACCESS DOOR JAMB/HEADER AT WALL PANELS 11
SCALE: 3" = 1'-0"FITTING ROOM
SECTION DETAIL - FITTING ROOM POCKET DOOR 12
SCALE: 3" = 1'-0"FITTING ROOM
PLAN DETAIL - FITTING ROOM POCKET DOOR JAMB 13
SCALE: 3" = 1'-0"FITTING ROOM
SECTION DETAIL - ACCESS DOORS (FITTING ROOM)7
SCALE: N.T.S.
DETAILS - HOLLOW METAL JAMB/HEADER (DOOR WIDER THAN 36")14
SCALE: 3" = 1'-0"
PLAN - PARTIAL HT. GLASS DOOR 15
SCALE: 3" = 1'-0"
ELEVATION - PARTIAL HT. GLASS DOOR 16
SCALE: N.T.S.
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
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D
S
T
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SA
N
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2
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A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
NOT USED
NOT USED NOT USED
NOT USED
NOT USED NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED NOT USED
NOT USED
UP 30 RISERS
2
A-910
3
A-910
OPEN
OPEN
G.C. TO PAINT 2" WIDE STRIPE
THE ENTIRE WIDTH OF THE STAIRON THE UPPER APPROACH ANDLOWER TREAD AS SHOWN 1"
FROM EDGE OF THE STAIR. PAINT
COLOUR TO BE IN CONTRAST TOTHE FLOORING.
EXISTING GUARD RAIL & STAIR
RAILING TO BE REMOVED,ELECTROSTATICALLY PAINTED &
REINSTALLED BY G.C. REFER TO
FINISH PLAN & SCHEDULE FOR
PAINT COLOUR AND 2/A-910 FOR
MOUNTING HEIGHTS.
1"
G.C. TO PROVIDE NEW VINYLFLOOR OVER EXISTING FLOOR
±2
'
-
1
0
"
S.
V
.
D
.
±3
'
-
6
"
S.
V
.
D
.
±3
'
-
6
"
S.
V
.
D
.
G.C. TO APPLY NEW VINYL TO
GUARD RAIL GLASS AT STAIRS.SPEC TBC WITH H&M
3"1 1/2"
EXISTING GUARD RAIL & STAIRRAILING TO BE REMOVED,ELECTROSTATICALLY PAINTED &
REINSTALLED BY G.C. REFER TO
FINISH PLAN & SCHEDULE FORPAINT COLOUR
EXISTING SMOKE BAFFLE TOREMAIN, G.C. TO PROTECT DURINGCONSTRUCTION
EXISTING STAIR STRUCTURE TO
REMAIN, G.C. TO PROTECT DURINGCONSTRUCTION
G.C. TO APPLY NEW VINYL TO
GUARD RAIL GLASS AT STAIRS.SPEC TBC WITH H&M
EXISTING GUARD RAIL & STAIRRAILING TO BE REMOVED,ELECTROSTATICALLY PAINTED &
REINSTALLED BY G.C. REFER TO
FINISH PLAN & SCHEDULE FORPAINT COLOUR
G.C. TO APPLY NEW VINYL OVER
EXISTING FLOORING
G.C. TO PAINT 2" WIDE STRIPE THEENTIRE WIDTH OF THE STAIR ON THEUPPER APPROACH AND LOWER TREAD
AS SHOWN 1" FROM EDGE OF THE
STAIR. PAINT COLOUR TO BE INCONTRAST TO THE FLOORING.
1"2"
G.C. TO PROVIDE NEW VINYL
FLOORING OVER EXISTING TILE
FLOORING
EXISTING STAIR STRUCTURE TO
REMAIN
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
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D
S
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A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
A-910
EXISTING STAIR PLAN
AND DETAILS
STAIR PLAN 1
SCALE: 3/4" = 1'-0"
1
STAIR RAILING SECTION 2
SCALE: 3/4" = 1'-0"
STAIR SECTION 3
SCALE: 3" = 1'-0"
1 02.13.23 REVISED PER CITY COMMENTS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
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2
4
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A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
A-911
EXISTING ELEVATOR
PHOTOS
LOWER LEVEL ELEVATOR 1
SCALE:
LOWER LEVEL ELEVATOR CALL BUTTON 2
SCALE:
LOWER LEVEL ELEVATOR OPEN 3
SCALE:
LOWER LEVEL ELEVATOR IDENTIFICATION 4
SCALE:
LOWER LEVEL ELEVATOR SIGNAL 5
SCALE:
ELEVATOR CAB BUTTONS 6
SCALE:
ELEVATOR CAB BUTTONS 7
SCALE:
ELEVATOR FIRE FIGHTER CONTROLS 8
SCALE:
ELEVATOR FIRE FIGHTER CONTROLS 9
SCALE:
ELEVATOR FIRE FIGHTER CONTROLS 10
SCALE:
ELEVATOR OCCUPANCY PERMIT 11
SCALE:
UPPER LEVEL ELEVATOR 12
SCALE:
UPPER LEVEL ELEVATOR IDENTIFICATION 13
SCALE:
1
1 02.13.23 REVISED PER CITY COMMENTS
SECTION 08 14 00 - WOOD DOORS
A.GENERAL: PROVIDE WOOD DOORS AS REQUIRED FOR COMPLETE INSTALLATION;
COORDINATE WITH FRAMES AND HARDWARE.
B. STANDARDS: COMPLY WITH WINDOW AND DOOR MANUFACTURER ASSOCIATION
(WDMA) INDUSTRY STANDARDS FOR WOOD DOORS.
C.MANUFACTURERS: ALGOMA, EGGERS, MARSHFIELD OR APPROVED EQUAL.
D.FLUSH SOLID CORE DOORS: FIVE PLY 1-3/4” THICK DOORS WITH PAINT GRADE WHITE
BIRCH VENEERS AND LUMBER STAVE CORE OR PARTICLEBOARD CORES; MINERAL CORE
PERMITTED AT 45 MINUTE AND HIGHER FIRE RATED UNITS.
E. FIRE RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY
LABELED FRAMES AS REQUIRED.
F. ACCESSORIES: PROVIDE TYPE II ADHESIVE FOR INTERIOR APPLICATIONS; PROVIDE
MATCHING WOOD GLAZING STOPS AS APPROVED BY ARCHITECTS FOR GLAZING IN
WOOD DOORS.
G.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, WDMA, AND
APPLICABLE REQUIREMENTS FOR FIRE RATINGS.
END OF SECTION
SECTION 08 31 00 - ACCESS DOORS AND PANELS
A.GENERAL: PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND
CONTROLS LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE
ACCESSIBLE, WITH ACCESSORIES FOR COMPLETER INSTALLATION.
B. MANUFACTURES: 'INTEXFORM' RADIAL CORNER OR APPROVED EQUAL.
C.TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION; KEY OPERATED.
D.INSTALLATION: COMPLY WITH MANUFACTURE RECOMMENDATIONS AND APPLICABLE
REQUIREMENTS FOR FIRE RATINGS
END OF SECTION
SECTION 08 33 26 - OVERHEAD COILING GRILLES
A.GENERAL: PROVIDE OVERHEAD COILING GRILLES WITH ACCESSORIES AS REQUIRED FOR
COMPLETE OPERATIONAL INSTALLATION.
B. MANUFACTURERS: METRO DOOR, ALUMATEC PACIFIC PRODUCTS AND BEST CLOSURE
(PREFERRED, BUT NO REQUIRED). TYPE: ELECTRICALLY OPERATED TYPE, WITH SAFETY
RELEASE FOR EMERGENCY EXITING. PERFORATED ANODIZED ALUMINUM CURTAIN,
POSTS, BOTTOM BAR, KEY SWITCHES AND PANIC DEVICE TO BE WHITE.
C.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS.
END OF SECTION
SECTION 08 41 13 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
A.GENERAL: PROVIDE EXTRUDED ALUMINUM ENTRANCE SYSTEM DOORS, FRAMES,
HARDWARE, AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHER TIGHT
INSTALLATION.
B. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS
ASSOCIATION (AAMA) “ALUMINUM STORE FRONT AND ENTRANCE MANUAL.”
C.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR
ENSURING ACCESS FOR PERSONS WITH DISABILITIES INCLUDING ACCEPTABLE
LOCATIONS FOR HAND OPERATED HARDWARE.
D.MANUFACTURERS: KAWNEER, VISTAWALL, ARCADIA OR APPROVED EQUAL.
E. TYPE: MANUFACTURER'S STANDARD EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH
PROFILES AS INDICATED ON DRAWINGS.
1. DOOR TYPE: AS INDICATED ON DRAWINGS
2.DOOR HARDWARE: AS APPROVED BY ARCHITECT
3.ENTRANCE SYSTEM FLUSH: AS APPROVED BY ARCHITECTS
F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND AAMA
STANDARDS
END OF SECTION
SECTION 08 41 26 - ALL-GLASS ENTRANCES AND STOREFRONTS
A.GENERAL: PROVIDE ALL-GLASS ENTRANCES INCLUDING DOORS, SIDELIGHTS, SIDELIGHT
FRAMING, HARDWARE AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION;
COORDINATE WITH ADJACENT CONSTRUCTION.
B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR
ENSURING ACCESS FOR PERSONS WITH DISABILITIES INCLUDING ACCEPTABLE
LOCATIONS FOR HAND OPERATED HARDWARE.
C.MANUFACTURER: BLUMCRAFT, VIRGINIA GLASS, BRITE VUE OR APPROVED EQUAL.
D.TYPE: ASTM C1048, KIND FT, FULLY TEMPERED SAFETY GLASS DOOR AND SIDELIGHT
SYSTEM WITH CONCEALED CLOSES, PIVOTS, PUSH/PULL, THRESHOLDS, LOCK
HARDWARE; MINIMUM ½” THICK GLASS.
1. EXPOSED METAL FINISH: NO. 4 SATIN DIRECTIONAL POLISHED STAINLESS STEEL.
NOT LESS THAN TYPE 304 FOR INTERIOR LOCATIONS, TYPE 316 FOR EXTERIOR
LOCATIONS OR AS PER ARCHITECT APPROVALS.
E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE
REQUIREMENTS FOR ACCESS FOR PERSONS WITH DISABILITIES.
END OF SECTION
SECTION 08 42 29 - AUTOMATIC ENTRANCES
A.GENERAL: PROVIDE AUTOMATIC ENTRANCE SYSTEMS INCLUDING DOORS, FRAMES,
OPERATORS, DETECTORS, AND ACCESSORIES AS REQUIRED FOR COMPLETE
OPERATIONAL WEATHERTIGHT INSTALLATION.
B. STANDARDS: COMPLY WITH ANSI/BHMA A156.10 POWER OPERATED PEDESTRIAN
DOORS.
C.MANUFACTURES: ACCESS TECHNOLOGIES - STANLEY WORKS/AUTO-SLIDE WITH
MAGIC-SCAN DETECTOR, DORMA - DOR-O-MATIC/ASTRO SLIDE, HORTON ELECTRIC
SLIDE OR APPROVED EQUAL.
D.TYPE: EXTRUDED ALUMINUM AND GLASS AUTOMATIC (ELECTRO-MECHANICAL) SLIDING
DOOR SYSTEMS TO MATCH ALUMINUM ENTRANCES AND STOREFRONTS; OPERATION
BY MOTION DETECTOR, WITH RELATED TRIM AND FLUSH GLAZING.
1. FINISH: MATCH ALUMINUM WINDOWS.
2.PANIC DEVICE: PROVIDE EMERGENCY BREAKAWAY SWING FEATURE WITH
SELF-CLOSING FEATURE, SAFETY RELEASE CLUTCH FOR OBSTRUCTED CLOSING,
AND ELECTRICAL INTERLOCK TO PREVENT OPERATION WHEN DOORS ARE LOCKED.
E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND ANSI/BHMA
END OF SECTION
SECTION 08 70 00 - HARDWARE
A.GENERAL: PROVIDED DOOR HARDWARE FOR HOLLOW METAL AND WOOD DOORS AND PROVIDE
CYLINDERS FOR DOORS PROVIDED WITH HARDWARE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE
OPERATIONAL DOOR INSTALLATIONS.
B. STANDARDS: COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATIONS (BHMA)
ANSI/BHMA 156 SERIES STANDARDS.
C.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS
FOR PERSONS WITH DISABILITIES.
D.HINGES: FULL MORTISED BUTT HINGES; SIZE AND NUMBER AS RECOMMENDED BY MANUFACTURER;
NON-REMOVABLE PINS AT EXTERIOR OUT SWINGING DOORS, BALL-BEARING HINGES AT FIRE RATED
DOORS AND DOORS WITH CLOSERS. CONTINUOUS HINGE AT DOORS OVER 36" WIDE.
1. MANUFACTURERS: HAGER, LAWRENCE, MCKINNEY, OR STANLEY
E. LOCKSETS/LATCHSETS: FULL MORTISE LOCKSETS TYPICAL; SOLID LEVER TYPE WITH ROSE; KEYING AS
DIRECTED BY OWNER, PROVIDE CYLINDERS FOR DOOR FURNISHED WITH LOCKS.
1. MANUFACTURERS: BEST.
F.OVERHEAD CLOSERS: FULLY ADJUSTABLE; MODERN TYPE WITH COVER.
1. MANUFACTURERS: LCN/4000 SERIES, NORTON/7500, OR DORMA/TS83U2.
G.ACCESSORIES: PROVIDE DOORS STOPS, THRESHOLDS, WEATHER-STRIPPING TRIM, COORDINATORS
AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATION.
1. GASKETING: PROVIDE COMPLETE ACOUSTICAL GASKETING FOR DOORS AT MECHANICAL ROOMS,
ELECTRICAL ROOMS AND ELEVATOR EQUIPMENT ROOMS, INCLUDING AUTOMATIC DOOR
BOTTOMS.
H.EXTERIOR HARDWARE FINISH: BHMA 630 (US32D), SATIN FINISHED STAINLESS STEEL.
I. INTERIOR HARDWARE FINISH: BHMA 626 (US26D), SATIN FINISHED CHROMIUM PLATED.
J. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS BHMA, AND APPLICABLE
REQUIREMENTS FOR ACCESS AND FOR FIRE RATINGS.
END OF SECTION
SECTION 08 71 13 - AUTOMATIC DOOR OPERATORS
A.GENERAL: PROVIDE LOW ENERGY DOOR OPERATORS FOR SWINGING DOORS WITH ACCESSORIES AS
REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION; SYSTEM TO OPEN AND CLOSE DOOR UPON
RECEIPT OF AN ACTUATING SIGNAL.
1. PROVIDE AT EXTERIOR ENTRANCE DOORS TO MEET REQUIREMENTS FOR ACCESS FOR PERSONS
WITH DISABILITIES.
B. STANDARDS: COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) ANSI/BHMA
156.19.
C.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS
FOR PERSONS WITH DISABILITIES.
D.LOW ENERGY DOOR OPERATORS: COMPLETE OPERATOR SYSTEM DESIGNED FOR TYPE OF DOORS
INDICATED AND COMPLYING WITH REQUIREMENTS OF ANSI A156.19 FOR LOW ENERGY POWER
OPERATED DOOR OPERATORS.
1. MANUFACTURERS: HORTON AUTOMATIC/SERIES 7000; LCN/4600 SERIES ELECTRICALLY POWERED
AUTO-EQUALIZER; DOR-O-MATIC, INC/SENIOR-SWING AUTOMATIC OPERATION.
E. ACCESSORIES: PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION.
F. FINISH: AS DIRECTED BY ARCHITECT BASED ON APPLICATIONS INVOLVED; PRIME PAINTED AT STEEL AND
AT WOOD DOORS, CLEAR ANODIZED ALUMINUM AT ALUMINUM AND GLASS DOORS.
G.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, BHMA, AND APPLICABLE
REQUIREMENTS FOR PERSONS WITH DISABILITIES.
END OF SECTION
SECTION 09 21 00 - GYPSUM BOARD ASSEMBLIES
A.GENERAL: PROVIDE GYPSUM BOARD SYSTEMS INCLUDING LIGHT GAGE (20 GAGE AND LIGHTER) METAL
FRAMING, GYPSUM BOARD, JOINT TREATMENT, ACOUSTICAL INSULATION, ACOUSTICAL SEALANT, AND
ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION.
B. STANDARDS: PERFORM GYPSUM BOARD SYSTEMS WORK IN ACCORDANCE WITH ASTM C754 AND
ASTM C840 UNLESS OTHERWISE SPECIFIED.
1. FIRE-RATED ASSEMBLIES: LISTED BY UL, GYPSUM ASSOCIATION (GA) FILE NO'S IN GA-600 FIRE
RESISTANCE DESIGN MANUAL OR OTHER LISTING APPROVED BY APPLICABLE AUTHORITIES.
C.SYSTEMS RESPONSIBILITY: PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY
MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SINGLE-SOURCE RESPONSIBILITY FOR SYSTEM.
1. OPENINGS: OBTAIN DIMENSIONS AND LOCATIONS FROM OTHER TRADES AND PROVIDE OPENINGS
AND ENCLOSURES FOR ACCESSORIES, SPECIALTIES, EQUIPMENT, AND DUCTWORK.
D.SUBMITTALS: SUBMIT PRODUCT DATA AND SAMPLES OF SPECIAL TEXTURE.
E. MANUFACTURERS: USG, GEORGIA PACIFIC, OR NATIONAL GYPSUM
F. LIGHT GAGE METAL (STUD) FRAMING: CONFORM TO ASTM C754; COMPLETE 20 GAGE AND LIGHTER
STEEL FRAMING AND SUSPENSION SYSTEM FOR GYPSUM BOARD SYSTEMS.
1. RESILIENT CHANNELS: SCREW-TYPE RESILIENT CHANNELS WHERE INDICATED AND WHERE REQUIRED
TO PROVIDE REQUIRED SOUND TRANSMISSION AND IMPACT ISOLATION CLASSIFICATIONS.
G.GYPSUM BOARD MATERIALS: PROVIDE MATERIALS IN ACCORDANCE WITH ASTM C840
1. GYPSUM BOARD: ASTM C36, TYPE X FIRE RATED; COMPLY WITH ASTM C840; MAXIMUM
PERMISSIBLE LENGTHS ENDS SQUARE CUT, TAPERED EDGES ON BOARDS TO BE FINISHED.
2. TILE SUBSTRATE: CEMENTITIONS BACKER UNITS SPECIFIED IN SECTION 09300 - TILE.
H.GYPSUM BOARD ACCESSORIES: COMPLY WITH ASTM C840
I. ACOUSTICAL ACCESSORIES: ASTM C665, TYPE I UNFACED ACOUSTICAL INSULATION, ASTM C919
ACOUSTICAL SEALANT AND OUTLET, SWITCH, AND TELEPHONE BOX ACOUSTICAL PADS.
J. GYPSUM BOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C840 AND MANUFACTURER'S
RECOMMENDATIONS; USE SCREWS WHEN FASTENING GYPSUM BOARD; COMPLY WITH GYPSUM
ASSOCIATION “LEVELS OF GYPSUM BOARD FINISH;” PROVIDE FIRE RATED SYSTEMS WHERE INDICATED.
1. FINISH: GYPSUM ASSOCIATION LEVEL 5, THREE COAT FINISHING AND SANDING IS REQUIRED FOR
SURFACES INDICATED TO BE PAINTED; PROVIDE FLUSH, SMOOTH JOINTS AND SURFACES READY FOR
PAINT FINISHES.
K. ACOUSTICAL ACCESSORIES INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AS
REQUIRED TO ACHIEVE STC RATING INDICATED.
END OF SECTION
SECTION 09 30 00 - TILE
A.GENERAL: PROVIDE CERAMIC AND STONE TILE SYSTEMS INCLUDING SETTING MATERIALS, GROUT, AND
ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION.
B. STANDARDS: COMPLY WITH TILE COUNCIL OF NORTH AMERICAN “HANDBOOK OF CERAMIC TILE
INSTALLATION” INCLUDING REFERENCED ASTM AND ANSI STANDARDS.
C.TILE: TYPES AS INDICATED ON FINISH SCHEDULE.
1. OWNER FURNISHED TILE: COORDINATE DIRECTLY WITH OWNER.
2. MARBLE SADDLES: HONED FINISH, PREMIUM GRADE VERMONT OR GEORGIA WHITE MARBLE AS
APPROVED BY ARCHITECT, FREE OF CRACKS, FLAWS, AND DEFECTS; COMPLY WITH APPLICABLE
STATE AND FEDERAL REQUIREMENTS FOR ACCESS FOR CONNECTION OF ADJACENT FLOOR
FINISHES.
3.FLOOR TILE: PROVIDE NON-SLIP UNITS WITH MINIMUM WET AND DRY VALUE COEFFICIENT OF
FRICTION OF NOT LESS THAN 0.60, ASTM C1028.
D.LATEX THIN SET: THIN SET BOND COAT, LATEX-CEMENTITIOUS MORTAR CONFORMING TO ANSI A118.4.
E. GROUT: MAPEI OR LATICRETE SPECTRALOCK PRO EPOXY GROUT, UNIFORM IN COLOR, RESISTANT TO
SHRINKAGE, COLOR TO BE PER FINISH SCHEDULE.
F. WATERPROOF MEMBRANE: LATICRETE, BOSTIK, MER-KOTE, OR NOBEL; MANUFACTURER'S STANDARD
SYSTEM DESIGNED FOR APPLICATION UNDER THIN SET TILE IN NON-IMMERSED APPLICATIONS.
G.CEMENTITIOUS BACKER UNITS: ANSI A118.9, NOMINAL ½” THICKNESS UNLESS OTHERWISE INDICATED
OR REQUIRED FOR FIRE RATINGS; USG/DUROCK, NATIONAL GYPSUM/PERMABASE, OR CUSTOM
BUILDING PRODUCTS/WONDERBOARD.
H.CLEANING AND SEALING MATERIALS: AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS, SUCH
AS BOSTIK CONSTRUCTION PRODUCTS/HYDROMENT CERAMA SEAL.
I. PREPARATION: DO NOT COMMENCE WORK UNTIL CONDITIONS ARE WITHIN TOLERANCES REQUIRED
FOR INSTALLATION; APPLY LATEX LEVELING MATERIAL WHERE NECESSARY TO MEET REQUIRED
TOLERANCES.
J. WATERPROOFING: INSTALL WATERPROOFING AT TILE AREAS LOCATED ABOVE GRAND IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS; EXTEND MEMBRANE MINIMUM 6” UP WALLS.
K. CEMENTITIOUS BACKER UNITS: INSTALL UNITS IN ACCORDANCE WITH ANSI A108.11, MANUFACTURER
RECOMMENDATIONS, AND AS REQUIRED TO PROVIDE FIRE RATINGS INDICATED ON DRAWINGS.
L. TILE INSTALLATION: INSTALL TILE IN ACCORDANCE WITH REFERENCES ANSI STANDARDS AND TCA
RECOMMENDATIONS FOR TYPE OF SUBSTRATE AND INDICATED SETTING METHOD; LATEX-CEMENT THIN
SET AND BOND COATS REQUIRED.
1. THIN SET APPLICATIONS: LATEX BOND COAT.
2.PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS OR AS DIRECTED BY
ARCHITECT; CAREFULLY PLAN TILE LAYOUTS, ENSURE PATTERN IS UNINTERRUPTED FROM ONE
SURFACE TO THE NEXT AND THROUGH DOORWAYS.
3. CLEAN AND SEAL TILE AND GROUT SURFACES WHERE RECOMMENDED BY MANUFACTURER FOR
MATERIALS AND APPLICATIONS INVOLVED; COMPLY WITH MANUFACTURER'S RECOMMENDATIONS.
4.PROVIDE ANTI-FRACTURE MEMBRANE: MAPILASTIC C1 OR APPROVED EQUAL. ONLY AS PER
INSTALLERS RECOMMENDATIONS.
END OF SECTION
SECTION 09 51 23 - ACOUSTICAL TILE CEILINGS
A.GENERAL: PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM, TRIM, AND ACCESSORIES AS REQUIRED FOR
COMPLETE FINISHED INSTALLATION.
B. STANDARDS: CONFORM TO ASTM C635 FOR METAL SUSPENSION SYSTEM AND ASTM C636 FOR INSTALLATION OF
ACOUSTICAL CEILINGS.
C.MANUFACTURES: ARMSTRONG; NO SUBSTITUTIONS.
D.SUSPENSION SYSTEM: ARMSTRONG/PRELUDE EXPOSED 15/16” “T” GRID SYSTEM, 7300 BEAM, 7800 WALL MOLDING,
DIRECT HUNG, WHITE BAKES ENAMEL FINISHED STEEL OR ALUMINUM TYPE; EDGE TRIM WITH VERTICAL LEG CONCEALED.
E. ACOUSTICAL UNITES: ARMSTRONG DUNE #1772, 24”X 24”X5/8” PANELS OR AS INDICATED ON DRAWINGS.
1. FIRE RATINGS: PROVIDE SYSTEMS WITH FLAME SPREAD AND SMOKE DENSITY RATINGS OF 25/450 UNLESS
OTHERWISE INDICATED.
F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS, AND APPLICABLE
REQUIREMENTS FOR FIRE RATINGS.
END OF SECTION
SECTION 09 65 19 - RESILIENT TILE FLOORING
A.GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT BASE, WITH ACCESSORIES AS REQUIRED FOR
COMPLETE FINISHED INSTALLATION.
B. VCT FLOORING: ASTM F1066, COMPOSITION 1 (NON-ASBESTOS), 1/8” THICK VINYL COMPOSITION TILE, 12” BY 12”.
1. MANUFACTURERS: ARMSTRONG, AZROCK OR TARKETT.
C.EDGE STRIP AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING; LATEX-MODIFIED
PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES.
D.FLAMMABILITY: 0.45 WATTS/CM2 OR HIGHER, ASTM E648
E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS; PREPARE SUBSTRATES IN ACCORDANCE WITH ASTM
F710.
END OF SECTION
SECTION 09657 - RESILIENT BASE
A.GENERAL: PROVIDE RESILIENT BASE WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION,.
B. MANUFACTURERS: ARMSTRONG, AZROCK OR TARKETT.
C.BASE: PROVIDE VINYL BASE WITH PREMOLDED CORNERS AND ENDS; COVE TYPE, 4” HIGH.
D. ACCESSORIES: NONTOXIC WATER RESISTANT TYPE ADHESIVES.
E. FLAMMABILITY: 0.45 WATTS/CM2 OF HIGHER ASTM E648
F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS; PREPARE SUBSTRATES IN ACCORDANCE WITH ASTM
F710.
END OF SECTION
SECTION 09 90 00 - PAINTS AND COATINGS
A.GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS REQUIRED FOR COMPLETE
FINISHED INSTALLATION.
1. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS; CONCEALED AREAS, CODE-REQUIRED LABELS.
B. SUBMITTALS: FURNISH PRODUCT DATA SAMPLES. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL
SURFACES AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK.
C.STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY MANAGEMENT DISTRICT FOR
LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL COATINGS.
D.MANUFACTURERS: BENJAMIN MOORE ULTRA; CUSTOM COLORS AS DIRECTED BY ARCHITECT.
E. MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE (PROFESSIONAL PAINTER) PAINTS; MATERIALS NOT
BEARING MANUFACTURER'S IDENTIFICATION AS A BEST-GRADE PRODUCT NOT ACCEPTABLE.
1. PRIMERS: PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED
AND FOR FINISH SYSTEMS SPECIFIED.
2.UNDERCOATS AND BARRIER COATS: PROVIDE UNDERCOAT PAINTS PRODUCED BY SAME MANUFACTURER AS FINISH
COATS; USE ONLY THINNERS APPROVED BY PAINT MANUFACTURER, AND USE ONLY WITHIN RECOMMENDED LIMITS.
3. COLORS AND FINISHES: PRIOR TO COMMENCEMENT OF PAINTING WORK, ARCHITECT WILL FURNISH COLOR CHIPS
FOR SURFACES TO BE PAINTED.
F. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S
INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDITION. REMOVE ITEMS IN PLACE AND NOT TO BE PAINTED, OR
PROVIDE PROTECTION; AFTER PAINTING REINSTALL ITEMS.
G.APPLICATION: APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS; USE APPLICATORS AND TECHNIQUES
BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. APPLY ADDITIONAL COATS WHEN STAINS OR
BLEMISHED SHOW THROUGH FINAL COAT, UNTIL PAINT IS UNIFORM IN APPEARANCE.
1. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES.
H.MINIMUM COATING THICKNESS: APPLY AT NOT LESS THAN MANUFACTURER'S RECOMMENDED SPREADING RATE, TO
ESTABLISH DRY FILM THICKNESS AS RECOMMENDED BY COATING MANUFACTURER.
I. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED SURFACES WHERE THERE IS
EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT.
J. FINISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID MARKS, OR OTHER SURFACE
IMPERFECTIONS.
K.PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS.
1. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMULSION.
2. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION.
3. WET ROOM WALLS AND CEILINGS: SEMI-GLOSS ACRYLIC ENAMEL.
4.PAINTED METAL: SEMI-GLOSS 100% ACRYLIC.
5.OPAQUE PAINTED WOOD: SEMI-GLOSS 100% ACRYLIC.
6. TRANSPARENT FINISHED WOOD: SATIN ACRYLIC URETHANE.
L. PREPARATION AND APPLICATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS FOR TYPES OF SUBSTRATES AND
SPECIFIED PAINT SYSTEMS.
END OF SECTION
SECTION 10 28 13 - TOILET ACCESSORIES
A.GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION.
B.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS
WITH DISABILITIES.
C.MANUFACTURERS: BOBRICK (PREFERED), BRADLEY, OR AMERICAN SPECIALTIES (ACCEPTABLE ALTERNATES)
D.TYPES: FLUSH MOUNTED TYPICAL FOR WALL MOUNTED UNITS; GRAB BARS AS REQUIRED BY APPLICABLE CODES AND
REGULATIONS.
E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS.
END OF SECTION
SECTION 10 14 00 - SIGNAGE
A.GENERAL: PROVIDE GENERAL SIGNAGE INCLUDING ENTRY SIGNS, TOILET ROOM SIGNS, STAIR SIGNS AND BRAILLE EXIT
SIGNS AS REQUIRED BY APPLICABLE CODES AND STANDARDS.
B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS
WITH DISABILITIES.
C.MANUFACTURERS: ASI SIGN, MOHAWK, VOMAR, OR CAMEO.
D.ENTRY SIGNS: VINYL PRESSURE SENSITIVE SIGNS.
E. TOILET ROOM DOOR SIGNS: PLASTIC; TWO SIGNS REQUIRED FOR EACH TOILET ROOM, ONE SIGN ON THE DOOR TO
COMPLY WITH REQUIREMENTS, ONE SIGN ADJACENT TO DOOR TO COMPLY WITH ADAAG; WITH BRAILLE.
F. STAIR SIGNAGE: PLASTIC WITH APPLIED COPY, VINYL LETTERS OR SILKSCREENED, AND BRAILLE.
G.BRAILLE EXIT SIGNS: PLASTIC.
H.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS.
END OF SECTION
SECTION 10 51 00 - LOCKERS
A.GENERAL: PROVIDE METAL LOCKERS WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION.
B. MANUFACTURERS: LOCK UP - POLYCARBONATE. STYLE - RED 3 OR 6 TIER.
C.TYPE: STANDARD TRIPLE TIER LOCKERS WITH FLAT TOPS AND “Z” TYPE RECESSED METAL BASES; PROVIDE LOCKUP LOCKS
BY DIGILOCK; H&M COLORS AS SELECTED. (RED)
D.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS.
END OF SECTION
SECTION 11 30 13 - APPLIANCES
A.GENERAL: PROVIDE APPLIANCES WITH ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL
INSTALLATION.
B. MANUFACTURERS: FRIGIDAIRE, GENERAL ELECTRIC, HOTPOINT, WHIRLPOOL, OR IN-SINK-ERATOR.
C.APPLIANCES: PROVIDE APPLIANCES EACH AS A COMPLETE UNIT WITH OPTIONS AND ACCESSORIES
AS DIRECTED AND AS REQUIRED FOR COMPLETE OPERATIONAL CODE COMPLIANT INSTALLATION.
1. TYPES: REFER TO DRAWINGS FOR APPLIANCES
D.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS.
END OF SECTION
SECTION 14 24 00 - HYDRAULIC ELEVATOR
A.GENERAL: OWNER TO PROVIDE ELEVATOR AND ACCESSORIES AS REQUIRED FOR COMPLETE
OPERATIONAL FINISHED INSTALLATION.
B. STANDARDS: COMPLY WITH ANSI A17.1, SAFETY CODE FOR ELEVATORS, AND WITH NFPA 70,
NATIONAL ELECTRICAL CODE.
C.CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR
ELEVATORS INCLUDING REQUIREMENTS FOR PROVIDING ACCESS FOR PERSONS WITH DISABILITIES.
1. AMBULANCE GURNEY ACCESS: COMPLY WITH REQUIREMENTS FOR ACCESS TO ONE ELEVATOR
SERVING EACH FLOOR.
D.MANUFACTURER: SEE ARCHITECTURAL DRAWINGS
E. TYPE: SEE ARCHITECTURAL DRAWINGS
F. ELEVATOR CHARACTERISTICS: COMPLY WITH FOLLOWING UNLESS OTHERWISE INDICATED.
1. WEIGHT CAPACITY: AS PROVIDED
2. SPEED: AS PROVIDED
3. CONTROL: MICROPROCESSOR CONTROLLED SELECTIVE COLLECTIVE OPERATION WITH
STARTER.
G.ELEVATOR FINISHES:
1. HOISTWAY DOORS AND FRAMES: STAINLESS STEEL, NUMBER 4 FINISH.
2. CAB DOOR/FRONT PANELS: STAINLESS STEEL WITH INTEGRAL CONTROL PANELS.
3. CAB SIDE AND BACK WALLS: STAINLESS STEEL RIGIDIZED & MIRROR.
4.CEILING: STAINLESS STEEL WITH DOWNLIGHTS.
5.FLOORING: TILE PROVIDED UNDER SECTION 09300 - TILE.
6.RAILINGS: STAINLESS STEEL TUBULAR RAILS ON THREE SIDES
7.PADS: PROVIDE COMPLETE SET OF PADS TO PROTECT ELEVATOR FINISHES.
H.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS,
AND APPLICABLE CODES AND REGULATIONS.
I. MAINTENANCE: STARTING AT DATE OF SUBSTANTIAL COMPLETION, PROVIDE 12 MONTH
MAINTENANCE PROGRAM.
END OF SECTION
SECTION 14 30 00 - ESCALATORS
A.GENERAL: PROVIDE ESCALATORS AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL
FINISHED INSTALLATION.
B. STANDARDS: COMPLY WITH ANSI A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS, AND
WITH NFPA 70, NATIONAL ELECTRICAL CODE.
C.CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR
ESCALATORS.
D.MANUFACTURER: SEE ARCHITECTURAL DRAWINGS
E. TYPE: 40” WIDE (2) FLAT STEP, SEE ARCHITECTURAL DRAWINGS
F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED STANDARDS,
AND APPLICABLE CODES AND REGULATIONS.
G.MAINTENANCE: STARTING AT DATE OF SUBSTANTIAL COMPLETION, PROVIDE 12 MONTH
MAINTENANCE PROGRAM.
END OF SECTION
TILE INSTALLATION AND CLEANING:
GENERAL INFORMATION:
IF ONE HAS BEEN USED, REMOVE GROUT RELEASE AND CLEAN TILE SURFACES SO THAT THEY ARE
FREE OF GROUT AND FOREIGN MATTER, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
IF A GROUT HAZE OR RESIDUE REMAINS USE A SUITABLE GROUT REMOVER OR CLEANER AND
CONTACT GROUT MANUFACTURER FOR RECOMMENDATIONS. FLUSH SURFACE WITH CLEAN
WATER BEFORE AND AFTER CLEANINGS. DO NOT USE HARSH HYDROCHLORIC, MURIATIC OR
SULFURIC ACID OR ACID-BASED CLEANERS TO CLEAN GLAZED TILES OR TILES GROUTED WITH LATEX
MODIFIED GROUT.
1. AFTER TILE AND GROUT HAVE SET AND CURED, SPONGE AND WASH TILE THOROUGHLY WITH
APPROVED NEUTRAL CLEANER, IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. POLISH
FINALLY WITH CLEAN, DRY CLOTHS.
2. AFTER CLEANING PROVIDE PROTECTIVE COVERING AND MAINTAIN CONDITIONS TO PROTECT
TILE WORK FROM DAMAGE OR DETERIORATION. WHERE TILED SURFACES WILL BE SUBJECT TO
EQUIPMENT, WHEEL OR HEAVY CONSTRUCTION TRAFFIC, AND DURING THE MOVE-IN OF
FURNITURE AND EQUIPMENT, COVER PROTECTIVE COATING WITH ¼” HARDBOARD,
PLYWOOD OR SIMILAR MATERIAL.
3. STONE TO BE SEALED WITH STONE MEDIC'S IMPREGNATOR O.R 2 COATS SEALER AS
RECOMMENDED BY THE MANUFACTURER. COORDINATE INSTRUCTIONS/INFORMATION WITH
SUPPLIERS TO BE SURE THAT THE INFORMATION IS CORRECT AND THAT THIS ACTION WILL
GIVE US A FLOOR THAT LOOKS GOOD FOR A LONG PERIOD OF TIME.
4.LEAVE FINISHED INSTALLATION CLEAN AND FREE OF CRACKED, CHIPPED, BROKEN,
UNBOUNDED, AND OTHERWISE DEFECTIVE TILE WORK.
5.PROVIDE OWNER WITH 2 BOXED OF EACH COLOR TILE USED FOR ATTIC STOCK AT PROJECT
COMPLETION.
END OF SECTION
DOCUMENT 00 70 00 - GENERAL CONDITIONS
A.GENERAL CONDITIONS: THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA
DOCUMENTS A201, 2017 EDITION, IS A PART OF THIS CONTRACT, AND SHALL GOVERN WORK.
A COPY WILL BE MADE AVAILABLE BY ARCHITECT UPON REQUEST.
END OF SECTION
SECTION 01 11 00 SUMMARY OF WORK
A.SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF H&M STORE AS INDICATED IN CONTRACT
DOCUMENTS.
1. ITEMS NOTED “NIC” (NOT IN CONTRACT) WILL BE FURNISHED AND INSTALLED BY OWNER
UNDER SEPARATE CONTACT.
B. WORK SEQUENCE: COORDINATE CONSTRUCTION SCHEDULE, OPERATIONS AND USE OF PREMISES
WITH ARCHITECT AND OWNER.
C.CONTRACTOR USE OF PREMISES: LIMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFIED;
LIMIT ACCESS AS DIRECTED BY OWNER.
D.BUILDING OCCUPANCY: OTHER AREAS MAY BE OCCUPIED DURING CONSTRUCTION; COOPERATE
WITH OWNER TO MINIMIZE CONFLICT AND TO FACILITATE BUILDING OPERATIONS.
E. LINE AND LEVELS: PROVIDE FIELD MEASUREMENTS; ESTABLISH LINES AND LEVELS BY USE OF
RECOGNIZED ENGINEERING PRACTICES. LOCATE AND PROTECT CONTROL AND REFERENCE POINTS.
F. REGULATORY REQUIREMENTS: PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH APPLICABLE
CODES. COMPLY WITH CODE REQUIREMENTS FOR CONSTRUCTION. INFORM ARCHITECT OF
DISCREPANCIES OBSERVED OR NOTED BY OTHERS.
G.STANDARDS: COMPLY WITH STANDARDS REFERENCED EXCEPT WHERE MORE RIGID
REQUIREMENTS ARE REQUIRED BY CODE. DATE OF STANDARD IS THAT IN EFFECT AS OF DATE
DOCUMENTS ARE ISSUED, EXCEPT WHEN SPECIFIC DATE IS SPECIFIED.
H.OWNER FURNISHED CONTRACTOR INSTALLED ITEMS: OWNER WILL ARRANGE FOR AND PAY FOR
PRODUCT AS INDICATED ON DRAWINGS TO BE DELIVERED TO PROJECT SITE FOR CONTRACTOR
INSTALLATION.
1. CONTRACTOR SHALL INSPECT, RECEIVE, UNLOAD, STORE INSTALL AND FINISH.
END OF SECTION
JG
A-930
SPECIFICATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
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12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
SECTION 01 30 00 - ADMINISTRATIVE REQUIREMENTS
A.PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO
SUBMITTING TO ARCHITECT. INFORM ARCHITECT IN WRITING AT SUBMISSION OF
PROPOSED DEVIATIONS FROM CONTRACT DOCUMENTS.
1. SUBMITTAL REPRESENTS FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA,
MATERIALS, CATALOG NUMBERS AND SIMILAR DATA HAVE BEEN DETERMINED
AND VERIFIED BY CONTRACTOR.
2.REVIEW OF SUBMITTALS BY ARCHITECT SHALL BE FOR DESIGN CONCEPT ONLY
AND SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM
CONTRACT DOCUMENTS.
B. CONSTRUCTION PROGRESS SCHEDULE: SUBMIT BOTH BAR CHARTS AND
CONTRACTOR'S STANDARD COMPUTERIZED SCHEDULES, UPDATED REGULARLY, NO
LESS THAN MONTHLY.
C.SCHEDULE OF VALUES: AIA FORM G703 OR APPROVED FORMAT.
D.SHOP DRAWINGS: SUBMIT FOR PRINTS; PROVIDE FOR CUSTOM PRODUCTS AND
PRODUCTS NOT FULLY IDENTIFIED BY PRODUCT DATA.
E. SHOP DRAWINGS REQUIRED: STOREFRONT, GLASS RAILS, DOOR AND HARDWARE,
SCHEDULE, CABINET WORK, LOCKERS, FLOORING, SUSPENDED CEILING, HVAC
(FIXTURES, CONTROLS AND AIR BALANCE), PLUMBING FIXTURES, ELECTRICAL
(SWITCHGEAR AND LIGHTS), FIRE ALARM, FIRE SPRINKLERS. THIS IS A BASIC MINIMUM
LIST, SUBMIT OTHERS AS DEEMED NECESSARY.
F. PRODUCT DATA: SUBMIT NUMBER REQUIRED BY CONTRACTOR PLUS TWO FOR
ARCHITECT; INDICATE ITEM TO BE USED WHERE DATA FOR MORE THAN ONE PRODUCT
OR OPTION IS INCLUDED; PROVIDE FOR EACH STOCK MANUFACTURED ITEM.
G.SAMPLES: SUBMIT SAMPLES FOR EACH TYPE OF EXPOSED FINISH, COLOR, AND
TEXTURE, MINIMUM SIZE 6”, MAXIMUM SIZE 12” UNLESS OTHERWISE SPECIFIED; SUBMIT
ONE SAMPLE FOR ARCHITECT TO RETAIN, ONE SAMPLE FOR FIELD OFFICE AND NUMBER
REQUIRED BY CONTRACTOR.
H.MANUFACTURER'S CERTIFICATES: PROVIDE THREE.
END OF SECTION
SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION
A.COORDINATION: COORDINATE WORK OF VARIOUS TRADES; VERIFY CHARACTERISTICS
OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE.
1. COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR
INSTALLING CONNECTION TO AND PLACING IN SERVICE.
B. SUBMITTALS: PREPARE COORDINATION DRAWINGS FOR AREAS WHERE SPACE
AVAILABILITY IS LIMITED AND NECESSITATES MAXIMUM UTILIZATION OF SPACE, AND
WHERE SEPARATE ENTITIES, PRODUCTS, AND MATERIALS REQUIRE COORDINATION.
C.SUPERVISORY PERSONNEL: PROVIDE SUPERVISORY PERSONNEL IN ADDITION TO
PROJECT SUPERINTENDENT; SUBMIT LIST OF STAFF NAMES AND POST COPIES IN
PROJECT MEETING ROOM.
D.PROJECT MEETINGS: SCHEDULE AND ADMINISTER MEETINGS, MAKE PHYSICAL
ARRANGEMENT, PREPARE AGENDA, PRESIDE AT MEETINGS AND RECORD MINUTES.
END OF SECTION
SECTION 01 40 00 - QUALITY REQUIREMENTS
A.GENERAL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS,
PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP.
B. MANUFACTURER'S FIELD SERVICES: PROVIDE MANUFACTURER OR SUPPLIER QUALIFIED
PERSONNEL FOR ON-SITE OBSERVATIONS AS REQUIRED.
C.MOCK-UPS: CONSTRUCT FIELD SAMPLES AND MOCK-UPS ON SITE AS REQUIRED.
D.TESTING LABORATORY SERVICES: WHERE REQUIRED BY APPLICABLE AUTHORITIES
PROJECT TESTING SHALL BE AN APPROVED TESTING LABORATORY, AS REQUIRED BY
SPECIFICATIONS AND APPLICABLE CODES.
1. TESTING REQUIRED FOR PROJECT WILL BE PAID FOR BY OWNER EXCEPT
RETESTING WILL BE PAID FOR BY CONTRACTOR WHERE REQUIRED BY FAILURE
TO MEET ORIGINAL TESTS.
2. CONTRACTOR SHALL FURNISH MATERIALS AND SAMPLES FOR TEST AND SHALL
ASSIST TESTING LABORATORY AS REQUESTED.
END OF SECTION
SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS
A.TEMPORARY SERVICES: PROVIDE TEMPORARY ELECTRICITY, LIGHTING, HEAT AND
VENTILATION, WATER, SANITARY FACILITIES, ENCLOSURES, AND BARRIERS AS REQUIRED
BY AUTHORITIES AND AS REQUIRED TO COMPLETE PROJECT.
1. COORDINATE AVAILABILITY OF EXISTING SERVICES WITH OWNER; DO NOT USE
SERVICES WITHOUT PRIOR OWNER WRITTEN APPROVAL.
B. CONSTRUCTION AIDS: MAINTAIN NOISE, DUST AND POLLUTION CONTROL, SECURITY
AND FIRE PROTECTION.
C.ENCLOSURES: PROVIDE TEMPORARY WEATHER-TIGHT CLOSURES FOR EXTERIOR
OPENING TO MAINTAIN ACCEPTABLE WORKING CONDITIONS, FOR PROTECTION OF
MATERIALS, TEMPORARY HEATING, AND TO PREVENT UNAUTHORIZED ENTRY.
D.BARRIERS: PROVIDE AS REQUIRED TO PREVENT UNAUTHORIZED ENTRY, TO PROTECT
ADJACENT PROPERTIES, AND AS REQUIRED BY GOVERNING AUTHORITIES.
E. CLEANING DURING CONSTRUCTION: PROVIDE PERIODIC CLEANING DURING
PROGRESS OF WORK.
F. PROJECT IDENTIFICATION: PROVIDE 32 SQUARE FOOT SIGN LISTING TITLE OF
PROJECT, OWNER, ARCHITECT, PROFESSIONAL CONSULTANTS AND CONTRACTOR;
EXTERIOR PLYWOOD CONSTRUCTION PAINTED BY PROFESSIONAL SIGN PAINTER.
1. OTHER SIGNS: SUBJECT TO OWNER AND ARCHITECT APPROVAL.
G.FIELD TELEPHONE AND STORAGE: PROVIDE FIELD TELEPHONE AND ON-SITE AND
OFF-SITE STORAGE AS REQUIRED FOR CONSTRUCTION.
1. PROVIDE CELLULAR TELEPHONES FOR ON-SITE SUPERVISOR AND SUBMIT
REGULARLY UPDATED SCHEDULE OF ON-SITE SUPERVISOR WITH CELLULAR
TELEPHONE NUMBERS.
H.REMOVAL: REMOVE TEMPORARY CONSTRUCTION FACILITIES PRIOR TO SUBSTANTIAL
COMPLETION.
1. CLEAN AND REPAIR DAMAGE CAUSED BY CONSTRUCTION FACILITIES.
I. SITE WASTE MANAGEMENT: COMPLY WITH APPLICABLE AUTHORITIES FOR SITE WASTE
MANAGEMENT =; MINIMUM 50% OF TOTAL PROJECT WASTE TO BE DIVERTED FROM
LANDFILL. EFFECT OPTIMUM CONTROL OF SOLID WASTES. PREVENT ENVIRONMENTAL
POLLUTION AND DAMAGE.
1. WASTE: CONSTRUCTION WASTE INCLUDE SOLID WASTES SUCH AS BUILDING
MATERIALS, PACKING, RUBBISH, DEBRIS, AND RUBBLE RESULTING FROM
CONSTRUCTION OPERATIONS.
2.RECYCLING: IMPLEMENT RECYCLING PROGRAM THAT INCLUDES SEPARATE
COLLECTION OF RECYCLABLE WASTE MATERIALS BY BOTH CONTRACTOR AND
SUBCONTRACTORS.
3.REBATES, TAX CREDITS, AND OTHER SAVINGS OBTAINED FOR RECYCLED AND
RE-USED MATERIALS SHALL ACCRUE TO CONTRACTOR.
END OF SECTION
SECTION 01 60 00 - PRODUCT REQUIREMENTS
A.MATERIALS AND EQUIPMENT SHALL BE NEW AND OF TYPE INTENDED FOR USAGE
INDICATED. LIKE COMPONENTS SHALL BE BY ONE MANUFACTURER AND COMPONENT
PART SHALL BE INTERCHANGEABLE.
B. SUBMITTALS: SUBMIT COMPLETE LIST OF PRODUCTS BEING PROPOSED FOR
INSTALLATION TABULATED BY SPECIFICATION NUMBER AND TITLE.
C.QUALITY ASSURANCE: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE
STRINGENT TOLERANCE ARE REQUIRED. PERFORM WORK BY PERSONS QUALIFIED TO
PRODUCE WORKMANSHIP OF SPECIFIED QUALITY.
1. ANCHORS: SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES
DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION AND RACKING,
INCLUDING SEISMIC LOADS.
D.DELIVERY, STORAGE AND HANDLING: TRANSPORT, HANDLE, STORE, PROTECT AND
INSTALL MANUFACTURED ITEMS IN STRICT ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
1. SHOULD CONFLICT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND
MANUFACTURER'S INSTRUCTIONS, CONSULT WITH ARCHITECT.
2. STORE AND PROTECT PRODUCTS AND FINISHES FROM DAMAGE FROM
CONSTRUCTION OPERATIONS; COMPLY WITH MANUFACTURER
RECOMMENDATIONS.
END OF SECTION
SECTION 01 25 00 - PRODUCT SUBSTITUTION PROCEDURES
A.SUMMARY: PROVIDE PRODUCTS INDICATED OR APPROVED; REQUESTS FOR
SUBSTITUTION OF OTHER PRODUCTS WILL BE CONSIDERED IF SUBMITTED IN WRITING.
B. CONTRACTOR OPTIONS: PROVIDE PRODUCTS AND MANUFACTURERS NAMED IN
SPECIFICATIONS, SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND
MANUFACTURERS NOT SPECIFICALLY NAMED WHERE NAMES ARE LISTED.
C.SUBSTITUTIONS: CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS AND
DETERMINE IF EQUIVALENT TO PRODUCTS SPECIFIED.
1. SUBMITTALS SHALL INCLUDE COST OR TIME BENEFITS FOR SUBSTITUTIONS;
FAILURE TO INDICATE COST OF TIME BENEFIT IS JUSTIFICATION FOR REJECTION.
D.CONTRACTOR'S REPRESENTATION: REQUESTS CONSTITUTE THAT CONTACTOR HAS
INVESTIGATED PROPOSED PRODUCTS AND DETERMINES IT MEETS OR EXCEEDS
SPECIFIED PRODUCTS AND WAIVES CLAIMS FOR ADDITIONAL COSTS THAT
SUBSEQUENTLY BECOME APPARENT.
E. ARCHITECT'S DUTIES: ARCHITECT SHALL BE JUDGE OF ACCEPTABILITY AND RESERVES
RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON INSUFFICIENT INFORMATION;
USE ONLY SUBSTITUTION APPROVED IN WRITING.
END OF SECTION
SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS
A.INSTALLER QUALIFICATIONS: INSTALLERS TO HAVE MINIMUM FIVE YEARS SUCCESSFUL
EXPERIENCE INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT, EXCEPT
FOR INDIVIDUALS IN TRAINING UNDER DIRECT SUPERVISION OF EXPERIENCED
INSTALLER.
B. EXAMINATION: BEGINNING INSTALLATION OF A PRODUCT SIGNIFIES INSTALLER HAS
EXAMINED SUBSTRATES, AREAS, AND CONDITIONS FOR COMPLIANCE WITH
MANUFACTURER REQUIREMENTS FOR TOLERANCES AND OTHER CONDITION
AFFECTING PERFORMANCE.
C.MANUFACTURER'S INSTRUCTIONS: WHEN WORK IS SPECIFIED TO COMPLY WITH
MANUFACTURER'S RECOMMENDATIONS OR INSTRUCTION, DISTRIBUTE COPIES TO
PERSONS INVOLVED, AND MAINTAIN ONE SET IN FIELD OFFICE.
D.INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND
INSTALLATION INSTRUCTION UNLESS MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED.
E. FINAL CLEANING: CLEAN INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW,
REMOVE TEMPORARY LABELS, STAINS, AND FOREIGN SUBSTANCES; POLISH
TRANSPARENT AND GLOSSY SURFACES; VACUUM CARPETED AND SOFT SURFACES;
CLEAN DUCTS; CLEAN SITE.
F. PROTECTION: COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS
SHEET COVERING, PROVIDE VENTILATION TO AVOID CONDENSATION AND TRAPPING
WATER.
END OF SECTION
SECTION 01 73 29 CUTTING AND PATCHING
A.CUTTING AND PATCHING: CUT AND FIT COMPONENTS AS REQUIRED; PATCH
DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHED.
1. MAKE PARTS FIT TOGETHER PROPERLY
2.UNCOVER WORK TO PROVIDE FOR INSTALLATION OF ILL-TIME WORK
3.REMOVE AND REPLACE DEFECTIVE WORK
4.REMOVE AND REPLACE WORK NOT CONFORMING TO CONTRACT
DOCUMENTS
5.REMOVE SAMPLES OF INSTALLED WORK AS REQUIRED FOR TESTING
6.PROVIDE ROUTINE PENETRATION OF NON-STRUCTURAL SURFACES,
B. REFINISHING: REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO
MATH ADJACENT FINISHES; FOR CONTINUOUS SURFACES REFINISH TO NEAREST
INTERSECTION, FOR AN ASSEMBLY REFINISH ENTIRE UNIT.
END OF SECTION
SECTION 01735 - SELECTIVE DEMOLITION FOR REMODELING GENERAL:
A.REMOVE FROM SITE EXISTING MATERIALS, CONSTRUCTION AND UTILITIES AS NEEDED TO
COMPLETE PROJECT.
1. REMOVE EXISTING ELEMENTS INDICATED AND ENCOUNTERED DURING CONSTRUCTION,
AS NEEDED TO COMPLETE WORK.
2.REMOVE ONLY THOSE ELEMENTS NECESSARY FOR COMPLETION OF PROJECT, REPLACE
OR REPAIR ELEMENTS UNNECESSARILY REMOVED OR DAMAGED DURING
CONSTRUCTION.
3. CAREFULLY REMOVE AND STORE ITEMS INDICATED FOR REUSE IN PROJECT AND
COORDINATE WITH OTHER TRADES FOR MODIFICATIONS AND REINSTALLATION.
4.COORDINATE REMOVAL AND STORAGE OF MATERIALS AS INDICATED AND AS DIRECTED
FOR OWNER'S MAINTENANCE STOCK; DELIVER TO LOCATION ON SITE AS DIRECTED BY
OWNER.
B. PROTECTION: PREVENT MOVEMENT AND SETTLEMENT OF ADJACENT STRUCTURE; PROVIDE
BRACING,SHORING, AND UNDER PIPING AS NEEDED AND BE RESPONSIBLE FOR SAFETY AND
SUPPORT OF STRUCTURES.
1. ASSUME LIABILITY FOR SUCH MOVEMENT AND SETTLEMENT
C.UTILITIES: CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO DISCONNECTING UTILITIES;
DISCONTINUE WORK IF UNEXPECTED UTILITY LINES ARE ENCOUNTERED.
1. DETERMINE LINE SOURCE AND USE PRIOR TO REMOVAL
2. CAP AND IDENTIFY EXISTING UTILITY LINES REMOVED
D.PROCEDURES: SELECTIVELY REMOVE EXISTING CONSTRUCTION IN AN ORDERLY, CAREFUL, AND
SAFE MANNER, IN ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION.
1. USE METHODS WHICH DO NOT DAMAGE MATERIALS INDICATED TO REMAIN
2. TAKE PRECAUTIONS AS REQUIRED TO PREVENT UNNECESSARY DUST AND POLLUTION
3.REMOVE DEMOLISHED MATERIALS FROM SITE UNLESS OTHERWISE DIRECTED; DISPOSE OF
IN ACCORDANCE WITH APPLICABLE CODES
END OF SECTION
SECTION 01 77 00 - CLOSEOUT PROCEDURES
A.SUBSTANTIAL COMPLETION: PROVIDE DOCUMENTATION STATING WORK HAS BEEN
SUBSTANTIALLY COMPLETED. WHERE OWNER REQUIRED USE OF SPACE PRIOR TO FINAL
COMPLETION, PROVIDE LIST OF ITEMS TO BE COMPLETED.
1. ARCHITECT WILL REVIEW LIST OF ANY ITEMS TO BE COMPLETED AND SUPPLEMENT LIST
WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE.
B. FINAL COMPLETION: SUBMIT CERTIFICATION WORK IS IN COMPLIANCE WITH CONTRACT
DOCUMENTS, SYSTEMS HAVE BEEN TESTED AND ARE OPERATIONAL, AND WORK IS READY FOR
FINAL INSPECTION.
C.RECORDS AND DOCUMENTS: MAINTAIN COMPLETE AND UP-TO-DATE RECORD DOCUMENTS;
KEEP SEPARATE FROM FIELD DOCUMENTS; OWNER WILL FURNISH SET FOR RECORD DRAWINGS.
D.DATA: SUBMIT PROJECT RECORD DOCUMENTS, MATERIAL AND FINISH DATA, OPERATION AND
INSTRUCTION MANUALS, WARRANTIES AND BONDS AT COMPLETION; SUBMIT IN
COMPUTERIZED COMPACT DISK (CD'S) WHERE AVAILABLE.
1. SUBMIT BOUND IN 8-1/2” BY 11” THREE RING BINDERS WITH DURABLE PLASTIC COVERS.
ARRANGE IN FORMAT SIMILAR TO SPECIFICATIONS
END OF SECTION
SECTION 01 78 36 - WARRANTIES
A.WARRANTIES: PROVIDE WARRANTIES AS INDICATED, SIGNED BY CONTRACTOR AND
MANUFACTURER; FORM AS APPROVED BY OWNER PRIOR TO EXECUTION.
1. WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHTS
OWNER MAY HAVE AGAINST CONTRACTOR UNDER CONTRACT DOCUMENTS AND
PRESCRIBED BY LAW, REGARDLESS OF WORDING OF WARRANTY.
B. LIMITATIONS: WARRANTIES NEED NOT COVER FAILURES FROM UNUSUAL OR ABNORMAL
PHENOMENA OF THE ELEMENTS, OWNER'S MISUSE, MALTREATMENT OR IMPROPER
MAINTENANCE WORK, VANDALISM AFTER SUBSTANTIAL COMPLETION, OR WAR.
END OF SECTION
SECTION 01 79 00 - SYSTEM DEMONSTRATIONS
A.SUMMARY: PROJECT INCLUDES SPECIAL FACILITY START-UP PROCESS TO BRING FACILITY TO
FULLY OPERATIONAL STATE, FREE OF DEFICIENCIES, IN MOST EFFICIENT AND TIMELY MANNER
ACHIEVABLE.
END OF SECTION
SECTION 03 11 16 - CAST-IN-PLACE CONCRETE
A.GENERAL: PROVIDE FORMWORK, REINFORCING, AND CAST-IN-PLACE CONCRETE AS REQUIRED
TO COMPLETE PROJECT AS INDICATED, TO COMPLY WITH STRUCTURAL DRAWINGS,
REQUIREMENTS OF ACI, AND APPLICABLE CODES.
1. SLAB-ON-GRADE VAPOR RETARDER IS IN SECTION 07260
B. STANDARDS: COMPLY WITH APPLICABLE BUILDING CODE, AMERICAN CONCRETE INSTITUTE (ACI)
AND CONCRETE REINFORCING STEEL INSTITUTE (CRSI) STANDARDS AS APPLICABLE.
C.FORMWORK: ACI 347; PROVIDE NON-BONDING AND NON-STAINING FORM SEALERS.
D.REINFORCING: COMPLY WITH ACI 315 AND 318, CRSI 59 AND 63, AND AWI D12.1; ASTM
A615, DEFORMED REINFORCING BARS, GRADE 60 UNLESS OTHERWISE INDICATED, AND ASTM
A185 WELDED WIRE FABRIC; GALVANIZED.
E. CONCRETE: COMPLY WITH ACI 301 AND 318; NOT LESS THAN 3000 PSI AT 28 DAYS,
MAXIMUM 1” AGGREGATE, MAXIMUM 3” SLUMP, 4% TO 5% AIR ENTRAINMENT, UNLESS
OTHERWISE INDICATED.
1. PORTLAND CEMENT: ASTM C150 TYPE I OR II STANDARD.
2. AGGREGATES: ASTM C33 NORMAL WEIGHT
3. ADMIXTURES: ASTM C494 AS NEEDED NO CHLORIDES PERMITTED
F. FINISHES: COMPLY WITH ACI FOR STANDARD CONCRETE FINISHED.
1. FLOOR SLABS: PROVIDE HARDENER/SEALER AT FLOORS INDICATED TO BE EXPOSED AND
AS REQUIRED FOR THIN FLOOR FINISHES.
G.INSTALLATION:
COMPLY WITH MANUFACTURER RECOMMENDATION, REFERENCED STANDARDS, AND
APPLICABLE CODE REQUIREMENTS.
END OF SECTION
SECTION 09 28 00 - CEMENTITIOUS UNDERLAYMENT GENERAL
PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM, NOT INTENDED AS FINISHED
TRAFFIC SURFACE, INCLUDING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION.
A.INSTALLER: FIRM WITH MINIMUM FIRE YEARS SUCCESSFUL EXPERIENCE, REGULARLY
ENGAGED IN INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND
ACCEPTABLE TO MANUFACTURER.
B. TROWEL APPLIED SYSTEM: BY MAPEI OR LATICRETE, CAPABLE OF RECEIVING FEATHER
EDGE TO EXISTING FLOOR; 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
C.SELF-LEVELING SYSTEM: BY MAPEI OR LATICRETE HIGH-STRENGTH, FAST-SETTING,
NON-SHRINK, SELF-LEVELING UNDERLAYMENT; 4000 PSI COMPRESSIVE STRENGTH AT
28 DAYS.
D.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND
INSTALLATION INSTRUCTION FOR EACH TYPE OF UNDERLAYMENT, TROWEL APPLIED
FOR FEATHER EDGE AND SELF-LEVELING.
END OF SECTION
SECTION 05 50 00 METAL FABRICATIONS
A.GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED
AND NOT INCLUDED AS PART OF OTHER SECTIONS WITH ANCHORS AND
ACCESSORIES FOR COMPLETE INSTALLATION.
B. STEEL SHAPES: ASTM A36 STEEL.
C.GROUT: PROVIDE NON-SHRINK, NON-METALLIC, PRE-MIXED, FACTORY PACKAGED,
NON-STAINING, NON-CORROSIVE, NON-GASEOUS GROUT; TYPE SPECIFICALLY
RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED.
D.GENERAL FABRICATION: GRIND EXPOSED WELDS SMOOTH AND FLUSH WITH
ADJACENT SURFACES; COUNTERSINK FASTENERS; MAKE EXPOSED BUTT JOINTS
HAIRLINE JOINTS WHERE MECHANICALLY FASTENED, FIT AND SHOP ASSEMBLE IN
LARGEST PRACTICAL SECTIONS FOR DELIVERY.
E. STEEL RAILINGS: WHERE LOCATED ON DRAWINGS PROVIDE WELDED TYPE WITH
1-1/2” OUTSIDE DIAMETER TUBE HANDRAILS; DESIGNED TO SUPPORT MINIMUM
LATERAL FORCE OF 50 LBS/LIN FT UNIFORM LOAD AND 200 LBS AT ANY POINT
WITHOUT PERMANENT SET OR DAMAGE.
1. STANDARDS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ACCESS
FOR PERSONS WITH DISABILITIES AND WITH NAAMM “PIPE RAILING MANUAL”
F. PRE-ENGINEERED SUPPORT SYSTEM: UNISTRUT OR GRINNELL/POWERSTRUT
MANUFACTURED PRE-ENGINEERED SUPPORT SYSTEM CONSISTING OF MINIMUM 12
GAGE “C” CHANNEL SUPPORTS WITH ANCHORS, ATTACHMENTS, AND ACCESSORIES
AS REQUIRED FOR COMPLETE INSTALLATION.
G.FINISH: PRIME PAINT MISCELLANEOUS METAL. CLEAN SURFACES OR RUST, SCALE,
GREASE AND FOREIGN MATTER PRIOR TO APPLYING GALVANIZED OR PAINTED FINISH.
H.INSTALLATION: INSTALL SQUARE AND LEVEL, ACCURATELY FITTED AND FREE FROM
DISTORTION AND DEFECTS.
END OF SECTION
SECTION 05 73 00 STAINLESS STEEL AND GLASS RAILINGS
A.GENERAL: PROVIDE STAINLESS STEEL AND GLASS RAILING WITH STAINLESS STEEL
POSTS, RAILS AND COMPONENTS, ATTACHMENTS AND ACCESSORIES AS REQUIRED
FOR COMPLETE FINISHED INSTALLATION.
B. QUALITY ASSURANCE: DESIGN TO SUPPORT MINIMUM LATERAL FORCE OF 50LBS/LIN
FT UNIFORM LOAD AND 200 LBS AT ANY POINT WITHOUT PERMANENT SET OR
DAMAGE.
C.CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR
ENSURING ACCESS FOR PERSONS WITH DISABILITIES.
D.STAINLESS STEEL COMPONENTS: ASTM A269, GRADE 304; NUMBER [4], BRUSHED
FINISH OR NUMBER [8] POLISHED STAINLESS STEEL AS NOTED IN DETAILS, FINISH AS
DEFINED IN NAMM'S METAL FINISHED MANUAL.
E. GLASS: ASTM C1048, KIND FT, FULLY TEMPERED SELECT GLAZING QUALITY CLEAR
FLOAT GLASS WITH NO EXPOSED TONG OR STRESS MARKS; NOMINAL ¾” THICK
UNLESS OTHERWISE INDICATED; SAFETY GLASS PASSING ANSI Z97.1 AND
ACCEPTABLE TO AUTHORITIES FOR USE IN RAILINGS.
F. GROUT: PROVIDE NON-SHRINK, NON-METALLIC, PRE-MIXED, FACTORY PACKAGED,
NON-STAINING, NON-CORROSIVE, NON-GASEOUS GROUT; TYPE SPECIFICALLY
RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED.
G.FABRICATION: CONCEAL WELDS AND CONNECTIONS, PROVIDE HAIRLINE JOINTS.
ENSURE THAT ALL JOINTS ARE WELDED, POLISHED, AND SEALED.
H.INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS.
END OF SECTION
SECTION 06 00 00 - MISCELLANEOUS ROUGH CARPENTRY
A.GENERAL: PROVIDE MISCELLANEOUS BLOCKING AND PLYWOOD.
B. STANDARDS: COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC),
AMERICAN PLYWOOD ASSOCIATION (APA), AND APPLICABLE CODE REQUIREMENTS.
C.BLOCKING: COMPLY WITH PS 20; GRADED BY AN AGENCY CERTIFIED BY FOREST
PRODUCTS SOCIETY (FPS) AND TYPE RECOMMENDED FOR APPLICATION INVOLVED;
DOUGLAS FIR OR SOUTHERN PINE; MINIMUM CONSTRUCTION GRADE S-DRY.
D.PLYWOOD: COMPLY WITH PS 1, AND APPLICABLE APA PERFORMANCE STANDARDS
FOR TYPE OF PANEL AND APPLICATION INDICATED.
E. TREATED WOOD: PRESSURE TREAT WOOD IN CONTACT WITH CONCRETE AND AT
ROOFING; FIRE TREAT WOOD CONCEALED IN INTERIOR WHERE REQUIRED BY
APPLICABLE AUTHORITIES.
1. PRESSURE TREATED: WATER-BORNE PRESERVATIVES FOR ABOVE GROUND USE
CONFORMING TO AWPA C2 AND C9.
2.FIRE TREATED: CONFORM TO APWA C20 AND C27, INTERIOR TYPE A AT
INTERIOR APPLICATIONS; PASS ASTM D2898RAIN TEST WHERE AT EXTERIOR
WALLS AND ROOF; IDENTIFY WITH FRTW.
3.KILN-DRY TREATED WOOD TO 19% MOISTURE CONTENT; DISCARDS WARPED
AND DAMAGED PIECES.
F. FASTENERS: GALVANIZED AT EXTERIOR LOCATIONS AND PRESSURE TREATED WOOD;
SIZE AND TYPE TO SUIT APPLICATION; PROVIDE WASHERS FOR NUTS AND BOLTS.
G.INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPLICABLE CODE
REQUIREMENTS.
END OF SECTION
JG
A-931
SPECIFICATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
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12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
SECTION 06 20 00 - FINISH CARPENTRY GENERAL:
A.PROVIDE WOOD TRIM INCLUDING WOOD DOOR JAMBS, WOOD SHELVING, CLOSET POLES,
COATEDWIRE CLOSET POLES, MOP HOLDERS, AND ACCESSORIES AS REQUIRED FOR COMPLETE
FINISHED INSTALLATION.
B. STANDARDS: CONFORM TO WOODWORK INSTITUTE (WI) “MANUAL OF MILLWORK: STANDARDS OR
ARCHITECTURAL WOODWORK INSTITUTE (AWI) “QUALITY STANDARDS” AND APPLICABLE CODES.
C.OPAQUE PAINTED WOOD TRIM: CUSTOM GRADE, POPLAR OR WHITE BIRCH (MDF NOT ACCEPTABLE).
D.WOOD SHELVING: WI/CUSTOM GRADE, ¾” WOOD BOARD OR HARDWOOD-EDGED PLYWOOD.
1. ADJUSTABLE SUPPORTS: HEAVY DUTY TYPE WITH DINGLE SLOTS 2” ON CENTER, 12”
STANDARDS UNLESS OTHERWISE INDICATED; FINISH AS SELECTED BY ARCHITECT FROM
STANDARD FINISHES.
E. JANITOR CLOSET MOP HOLDERS: SPRING LOADED ANTI-SLIP MOP HOLDER WITH RUBBER CAM, WITH
THREE MOP HOLDERS ON STAINLESS STEEL.
1. MANUFACTURERS: BOBRICK WASHROOM EQUIPMENT, INC./MODEL B-223; BRADLEY
CORP./MODEL 9953; AMERICAN SPECIALTIES INC./MODEL 0796A.
F. ACCESSORIES: PROVIDE AS INDICATED, AS RECOMMENDED BY WOODWORK INSTITUTE FOR
APPLICATIONS INDICATED, AND AS REQUIRED FOR COMPLETE INSTALLATION AS INDICATED.
G.INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED WI MOM QUALITY GRADE, PLUMB,
LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS; SHIM AS REQUIRED, USING CONCEALED SHIMS.
1. INSTALL TRIM IN SINGLE, UNJOINTED LENGTHS FOR OPENINGS AND FOR RUNS LESS THAN
10'-0”; FOR LONGER USE ONLY ONE PIECE LESS THAN 10'-0”; PROVIDE SCARF JOINTS
BETWEEN MEMBERS, STAGGER JOINTS IN ADJACENT MEMBERS; MITER CORNERS; NOT LESS
THAN TWO FASTENERS EACH.
H.PREPARATION FOR FIELD FINISHING: SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS;
APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATION AND LEAVE READY TO RECEIVE
SITE-APPLIED FINISHES.
1. SEAL CONCEALED AND SEMI-CONCEALED SURFACES; BRUSH APPLY ONLY, USING PRIMER
CONSISTENT WITH FINISH COAST SPECIFIED UNDER SECTION 09900 - PAINTS AND COATINGS.
END OF SECTION
SECTION 06 40 00 - ARCHITECTURAL WOODWORK
A.GENERAL: PROVIDE WOOD CASEWORK AND COUNTERTOPS, WOOD PANELING AND ACCESSORIES
AS REQUIRED FOR COMPLETE FINISHED INSTALLATION.
B. STANDARDS: CONFORM TO WOODWORK INSTITUTE (WI) “MANUAL OF MILLWORK” OR
ARCHITECTURAL WOODWORK INSTITUTE (AWI) “QUALITY STANDARDS”; PREMIUM GRADE UNLESS
OTHERWISE INDICATED.
1. CERTIFICATION: PROVIDE CERTIFICATION
C. MANUFACTURES: MEMBERS OF WOODWORK INSTITUTE (WI) OR ARCHITECTURAL WOODWORK
INSTITUTE (AWI) WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING ARCHITECTURAL
WOODWORK SIMILAR TO THAT REQUIRED FOR PROJECT.
D.CASEWORK: FRAMELESS TYPE AS INDICATED ON DRAWINGS; CUSTOM SINGLE COMPONENT UNITS
BASED ON WALL SPACE USING FIELD MEASUREMENTS.
1.TRANSPARENT/STAINED FINISHED: PREMIUM GRADE VENEER AS APPROVED BY CLIENT
2.PLASTIC LAMINATE FINISHED: WI/CUSTOM GRADE WITH NEMA LD-3 GENERAL PURPOSE TYPE
HIGH PRESSURE LAMINATE; FORMICA, LAMINART, OR WILSONART
a.HORIZONTAL SURFACE: MINIMUM 0.050”
b. VERTICAL SURFACES: MINIMUM 0.030”
c. BACK-UP SHEETS: MINIMUM 0.020”
3.PARTICLEBOARD: PROVIDE MEDITE CORP. (SIERRAPINE) MEDITE II OR RODMAN
INDUSTRIES/RESINCORE I FORMALDEHYDE-FREE PARTICLEBOARD MADE FROM RECYCLED
WOOD PRODUCTS.
E. PLASTIC LAMINATE COUNTERTOPS: NEMA LA-3 GENERAL PURPOSE TYPE HIGH PRESSURE PLASTIC
LAMINATE BY FORMICA, LAMINART, OR WILSONART, MINIMUM 0.042” POSTFORMING TYPE WITH
0.020” BACK-UP SHEETS.
F. SOLID POLYMER COUNTERTOPS: COMPARABLE TO WI MOM/PREMIUM GRADE; MANUFACTURE'S
STANDARD POLYMER SYSTEM WITH COLOR THROUGHOUT THICKNESS; PROVIDE MANUFACTURE
RECOMMENDED JOINT ADHESIVE; EXPOSED SURFACES FINISHED TO MATCH TOP.
1. MANUFACTURES: DUPONT/CORIAN, AVONITE, FORMICA/SURELL, SWAN/SWANSTONE
2. COLOR: MANUFACTURER'S STANDARD COLOR AS SELECTED BY ARCHITECT
G.CASEWORK HARDWARE: CHROME OR BRUSHED ALUMINUM FINISH
1. SHELF SUPPORTS: KNAPE & VOGT 255 STANDARDS, 256 SUPPORT; RECESSED
2.HINGES: EUROPEAN STYLE CONCEALED HINGES
3. SLIDES: FULL EXTENSION SLIDES, NOT LESS THAN 100 LB. CAPACITY
4.CABINET PULLS: 3” WIRE PULLS
5.LOCKS: REQUIRED AT ALL DOORS AND DRAWERS
H. WOOD PANELING: PREMIUM GRADE PLYWOOD PANELING WITH WHITE BIRCH VENEER FOR
OPAQUE PAINT FINISH; TONGUE AND GROOVE EDGES.
I. TRANSPARENT/STAINED FINISHED WOODWORK: WI/PREMIUM GRADE VENEERS AS INDICATED ON
DRAWINGS; VENEERING AS DIRECTED BY ARCHITECT WHERE NOT OTHERWISE INDICATED.
1.SAND WORK SMOOTH; SEAL, STAIN AND VARNISH CONCEALED AND SEMI-CONCEALED
SURFACES OF TRANSPARENT FINISHED WOODWORK; BRUSH APPLY
2.FINISH: WI/PREMIUM GRADE FINISH AS DIRECTED BY ARCHITECT
J. INSTALLATION: COMPLY WITH INSTITUTE STANDARDS AND MANUFACTURE RECOMMENDATIONS.
END OF SECTION
SECTION 07 26 00 - SLAB-ON-GRADE VAPOR RETARDER
A.GENERAL: PROVIDE SLAB-ON-GRADE VAPOR RETARDER
B. MANUFACTURER: FORITFIBER CORP./MOISTOP ULTRA; STEGO INDUSTRIES, INC./ STEGO WRAP (15
MIL); RAVEN INDUSTRIES, INC./VAPOR BLOCK #VB 15 (15 MIN BLUE) OR APPROVED EQUAL.
C.VAPOR RETARDER: ASTM E1745, CLASS A WATER RESISTANT RETARDER CONSISTING OF 15 MIL
POLYOLEFIN FILM
1. PERMEANCE: MAXIMUM 0.025 PERMS, ASTM F1249 AND E154 TESTS.
D.JOINT SEALER: PRESSURE SENSITIVE TAPE AS RECOMMENDED BY VAPOR RETARDER MANUFACTURER
AND PROVING COMPARABLE PREMEANCE TO VAPOR RETARDER.
E. SAN BED: CLEAN DRY NATURAL SAND; FREE FROM SILT, CLAY, LOAM, FRIABLE, OR SOLUBLE MATERIALS,
AND ORGANIC MATTER.
F. INSTALLATION: COMPLY WITH MANUFACTURE RECOMMENDATIONS; TAPE JOINTS AND TEARS IN
VAPOR RETARDER.
END OF SECTION
SECTION 07 40 00 ROOF REPAIRS GENERAL:
A.REPAIR EXISTING ROOF SYSTEMS AS REQUIRED FOR NEW CONSTRUCTION WAS ACCESSORIES FOR
COMPLETE WEATHER TIGHT INSTALLATION, WHERE APPLICABLE PER LEASE.
B. STANDARDS: CONFORM TO NATIONAL ROOFING CONTRACTORS ASSOCIATION ROOFING AND
WATERPROOFING MANUAL 4TH OR 5TH EDITION.
C.WARRANTY: PROVIDE FOR CORRECTING FAILURE OF ROOF REPAIRS TO RESIST PENETRATION OF WATER
AND DAMAGE FROM WIND; WARRANTY PERIOD OF TWO YEARS.
1. WHERE EXISTING BUILDING HAS WARRANTY, COMPLY WITH REQUIREMENTS OF EXISTING ROOF
WARRANTY FOR REPAIRS.
D.ROOFING SYSTEM: MATCH EXISTING ROOFING, NO SUBSTITUTIONS PERMITTED; PROVIDE MATERIAL
CAPABLE OF MAINTAINING EXISTING WARRANTIES; CONFORM TO REQUIREMENTS OF NRCA ROOFING
MANUAL AND APPLICABLE CODE REQUIREMENTS.
1. SYSTEM: PROVIDE COMPLETE SYSTEM WITH ACCESSORIES AS REQUIRED FOR REPAIR.
E. ROOF SYSTEM REPAIRS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND
NRCA RECOMMENDATIONS FOR ROOF TYPE SPECIFIED.
END OF SECTION
SECTION 07 81 00 - SPRAYED-ON FIREPROOFING
A.GENERAL: CEMENTITIOUS OR MINERAL FIBER SPRAY-ON FIREPROOFING AS REQUIRED BY APPLICABLE
CODES FOR APPLICABLE FIRE RESISTIVE CONSTRUCTION; NO ASBESTOS PERMITTED.
B. MANUFACTURERS: W.R. GRACE/MONOKOTE OR ALBI MANUFACTURING DIVISION
STANCHEM/DURASPRAY, OR APPROVED EQUAL.
C.INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATION AND FIRE TEST RESULTS AS
REQUIRED TO PROVIDE REQUIRED FIRE RATINGS.
END OF SECTION
SECTION 07 84 00 - FIRESTOPPING
A.GENERAL: PROVIDE PENETRATION-TYPE FIRESTOPPING FOR TIME-RATED FLOOR, WALL, AND PARTITION
ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE AND HOT GLASS.
B. CODES: CONFORM TO APPLICABLE CODE REQUIREMENTS FOR BOTH F AND T RATINGS.
C.STANDARDS: PASS ASTM E814 THROUGH-PENETRATION FIRE STOPS, ASTM E119 FIRE TESTS AND ASTM
E84 FLAME SPREAD/SMOKE CONTRIBUTION MAXIMUM 25/25.
D.MANUFACTURES: 3M/FIRE BARRIER, STI/SPECSEAL OR PENSIL, OR HILTI/FIRESTOP SYSTEMS, OR APPROVED
EQUAL.
E. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS
AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS.
END OF SECTION
SECTION 07 90 00 - JOINT SEALERS
A.GENERAL: PROVIDE EXTERIOR AND INTERIOR JOINT SEALERS NOT PROVIDE ELSEWHERE TYPE SUITABLE FOR
APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION.
B. VERIFICATION: MANUFACTURER REPRESENTATIVE TO REVIEW PROJECT AND VERIFY IN WRITING JOINT
SEALERS ARE COMPATIBLE WITH SUBSTRATES AND APPLICATIONS INDICATED.
C.ELASTOMERIC SEALANTS:
1. EXTERIOR NON-TRAFFIC JOINTS: GE/SILPRUG, DOW/790-795, OR PEDCORA/854, LOW
MODULUS SILICONE SEALANT, OR APPROVED EQUAL
2. TRAFFIC BEARING JOINTS: MAMECO/VULKEM 245 OR PECORS/NR-200 UREXPAN,
MULTI-COMPONENT POLYURETHANE, SELF-LEVELING JOINT SEALER, OR APPROVED EQUAL
3. MILDEW-RESISTANT SANITARY SEALANTS: GE/SANITARY DEALANT, DOW/BATHTUB CAULK, OR
PECORS/863 #345 WHITE; PROVIDE AT INTERIOR AREAS WHERE SEALANT WILL BE EXPOSED TO
WATER.
D.NON-ELASTOMERIC SEALANTS:
1. GENERAL INTERIOR JOINT SEALER: PECORA/AC-20 OR SONNEBORN/SONOLAC, ACRYLIC OR
LATEX EMULSION OR APPROVED EQUAL.
E. MISCELLANEOUS MATERIAL” PRIMERS, SEALERS, JOINT CLEANERS, BOND BREAKER TAPE, AND SEALANT
BACKER RODS AS RECOMMENDED BY SEALANT MANUFACTURE FOR APPLICATION INDICATED.
F. PREPARATION: CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF JOINT SEALER, AND PRIME
OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER.
G.INSTALLATION: COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND ASTM
C1193.
1. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE JOINT SEALERS ARE DEPOSITED IN
UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS, WHITE COMPLETE
“WETTING” OF BOND SURFACES.
END OF SECTION
SECTION 08 11 00 - STEEL DOORS AND FRAMES
A.GENERAL PROVIDE STEEL DOOR AND FRAMES, INCLUDING HOLLOW METAL (PRESSED STEEL) FRAMES, AND
ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION.
1. COORDINATE WITH SECTION 08700 HARDWARE
B. STANDARDS: COMPLY WITH STEEL DOOR INSTITUTE (SDI): SDI-100 (ANSI/SDI A250.8) -RECOMMENDED
SPECIFICATIONS - STANDARD STEEL DOORS AND FRAMES OR NAAMM HOLLOW METAL MANUFACTURERS
ASSOCIATION “HOLLOW METAL MANUAL”
C.MANUFACTURERS: CECO, CURRIES, AMWELD, OR PIONEER, OR APPROVED EQUAL.
D.HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE WITH FILLED EDGE; CLOSE
TOP AT EXTERIOR DOORS.
1. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS,
2. GAGE: PROVIDE MINIMUM 18 GAGE AT INTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR
DOORS.
E. PRESSED STEEL (HOLLOW METAL) FRAMES: MINIMUM 16 GAGE WELDED (PRE-ASSEMBLED) FRAMES
EXTERIOR, KNOCK-DOWN (FILED-ASSEMBLED) FRAMES INTERIOR.
F. FIRED RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERSEY LABELED DOORS AND
FRAMES AS REQUIRED.
G.ACCESSORIES: PROVIDE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. PROVIDE SQUARE GLAZING
STOPS AS APPROVED BY ARCHITECT FOR GLAZING IN METAL DOORS AND FRAMES.
H.FINISH: PRIME PAINT INTERIOR UNITS, GALVANIZE AND PRIME PAINT EXTERIOR UNITS; MINIMUM A60
GALVANIZING; CLEAN, DEGREASE AND FACTORY PRIME PAINT.
I. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, SDI OR NAAMM STANDARDS, AND
APPLICABLE REQUIREMENTS FOR FIRE RATINGS.
END OF SECTION
JG
A-932
SPECIFICATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
2202177
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
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SA
N
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A
A
N
I
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A
40
0
S
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T
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B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
UP 30R
F.E.
EX.
F.E.
RE.
F.E.2
F.E. 1
KIDS
SALES AREA
005
ELEVATOR
009
MACHINE ROOM
ELEVATOR
008
COLLECT
CLICK &
006
CORRIDOR
EXIT
007
ROOM
FITTING
005
WINDOW 2
DISPLAY
002
WINDOW 1
DISPLAY
001
MENS
SALES AREA
004
DIVIDED
SALES AREA
003
HM SPACE000 HM SPACE000
UP 30R
F.E.
EX.
F.E.
RE.
F.E.2
F.E. 1
KIDS
SALES AREA
005
ELEVATOR
009
MACHINE ROOM
ELEVATOR
008
COLLECT
CLICK &
006
CORRIDOR
EXIT
007
ROOM
FITTING
005
WINDOW 2
DISPLAY
002
WINDOW 1
DISPLAY
001
MENS
SALES AREA
004
DIVIDED
SALES AREA
003
HM SPACE000 HM SPACE000
2 SPRINKLER HEAD LOCATION DETAIL
NO SCALE 3 SPRINKLER HEAD PIPING DETAIL
NO SCALENOTE:
LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER HVAC PLAN LAY-OUT.
GENERAL FIRE PROTECTION NOTES
1 FIRE PROTECTION PLAN - LOWER LEVEL
1/8" = 1'-0"
SPRINKLER HEAD LEGEND
FP 210 KEY NOTES
NOTE:
NOTE:
LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER SPRINKLER PLAN LAY-OUT.
NOTE:
FIRE PROTECTION CONTRACTOR TO VERIFY WITH LOCAL AUTHORITY HAVINGJURISDICTION IF:
** A TEST DRAIN FOR ANNUAL TESTING IS REQUIRED AND IF SO, INCLUDE
SUCH COSTS IN THEIR BID.
** IF SPRINKLER HEADS ARE REQUIRED IN VOID SPACES AND IF SO,
INCLUDE SUCH COSTS IN THEIR BID.** IF SPRINKLER HEADS ARE REQUIRED BELOW HVAC UNITS, DUCTS, ETCAND IF SO, INCLUDE SUCH COSTS IN THEIR BID.
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
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,
C
A
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I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
FP-210A
FIRE PROTECTION PLAN
LOWER LEVEL
F.E.
EX.
F.E.
RE.
F.E.
EX.
F.E.
EX.
F.E.
EX.
F.E.
EX.
F.E.
EX.
WINDOW 1
DISPLAY
101
WINDOW 2
DISPLAY
102
WINDOW 3
DISPLAY
103
AREA (WOMEN'S)
SALES
104
WASHROOM
MEN'S
107
ROOM
STOCK
106
ROOM #2
FITTING
105
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
F.E.
RE.
F.E.
EX.
F.E.
RE.
F.E.
EX.
F.E.
EX.
F.E.
EX.
F.E.
EX.
F.E.
EX.
WINDOW 1
DISPLAY
101
WINDOW 2
DISPLAY
102
WINDOW 3
DISPLAY
103
AREA (WOMEN'S)
SALES
104
WASHROOM
MEN'S
107
ROOM
STOCK
106
ROOM #2
FITTING
105
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
F.E.
RE.
SPRINKLER HEAD LEGEND
FP 210 KEY NOTES
NOTE:
NOTE:
LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER SPRINKLER PLAN LAY-OUT.
NOTE:
FIRE PROTECTION CONTRACTOR TO VERIFY WITH LOCAL AUTHORITY HAVINGJURISDICTION IF:
** A TEST DRAIN FOR ANNUAL TESTING IS REQUIRED AND IF SO, INCLUDE
SUCH COSTS IN THEIR BID.
** IF SPRINKLER HEADS ARE REQUIRED IN VOID SPACES AND IF SO,
INCLUDE SUCH COSTS IN THEIR BID.** IF SPRINKLER HEADS ARE REQUIRED BELOW HVAC UNITS, DUCTS, ETCAND IF SO, INCLUDE SUCH COSTS IN THEIR BID.
1 FIRE PROTECTION PLAN - UPPER LEVEL
1/8" = 1'-0"
NOTE:
LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER HVAC PLAN LAY-OUT.
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
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40
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B
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2
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C
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A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
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SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
FP-210B
FIRE PROTECTION PLAN
UPPER LEVEL
NOTE:
FIRE PROTECTION CONTRACTOR TO VERIFY WITH LOCAL AUTHORITY HAVINGJURISDICTION IF A TEST DRAIN FOR ANNUAL TESTING IS REQUIRED AND IF SO,
INCLUDE SUCH COSTS IN THEIR BID.
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
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T
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B
A
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I
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CR
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#
B
-
1
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&
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-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
FP-900
FIRE PROTECTION
SPECIFICATIONS
SUBMITTALS
SHEET INDEXSYMBOLSEQUIPMENT TAGSABBREVIATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
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SA
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A
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A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
M-000
MECHANICAL
TITLE SHEET
UP 30R
KIDS
SALES AREA
005
ELEVATOR
009
MACHINE ROOM
ELEVATOR
008
COLLECT
CLICK &
006
CORRIDOR
EXIT
007
ROOM
FITTING
005
WINDOW 2
DISPLAY
002
WINDOW 1
DISPLAY
001
MENS
SALES AREA
004
DIVIDED
SALES AREA
003
HM SPACE000 HM SPACE000
GENERAL MECHANICAL NOTES
“”“
”
NOTE:
LIGHT PLAN LAY-OUT TAKES PRESIDENCE OVER HVAC PLAN LAY-OUT.
M210A LOWER LEVEL KEY NOTES
1 HVAC PLAN - LOWER LEVEL
1/8" = 1'-0"
M-210A
HVAC PLAN
LOWER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
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C
A
D
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A
,
C
A
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F
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
WINDOW 1
DISPLAY
101
WINDOW 2
DISPLAY
102
WINDOW 3
DISPLAY
103
AREA (WOMEN'S)
SALES
104
WASHROOM
MEN'S
107
ROOM
STOCK
106
ROOM #2
FITTING
105
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
1 HVAC PLAN - UPPER LEVEL
1/8" = 1'-0"
M210A LOWER LEVEL KEY NOTES
M-210B
HVAC PLAN
UPPER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
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SA
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F
O
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N
I
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
1 TYPICAL DIFFUSER/DUCT CONNECTIONS
SCALE: NO SCALE
GRILLE, REGISTERS AND
DIFFUSER SCHEDULE
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
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C
A
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F
O
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N
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
M-800
HVAC SCHEDULES
AND DETAILS
”
”
””
””””””
””
”
”
“”
“”
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
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T
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SA
N
T
A
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A
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0
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B
A
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W
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#
B
-
1
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&
F
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2
4
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C
A
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I
A
,
C
A
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I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
M-900
MECHANICAL
SPECIFICATIONS
1 ENLARGED PLUMBING PLAN
1/4" = 1'-0"
GENERAL PLUMBING NOTES
“” “”
PLUMBING FIXTURE SCHEDULE
P100 KEY NOTES
GREEN CONSERVATION CODE:
INDOOR PLUMBING FIXTURES SHALL MEET THE CALIFORNIA GREEN
CONSERVATION CODE.
WATER
COOLER
4 UNDERCOUNTER INSTANTANEOUS ELECTRIC WATER HEATER DETAIL
SCALE: NO SCALE
INSTANTANEOUS WATER HEATER SCHEDULE
3 WATER ISOMETRIC
N.T.S.2 WASTE & VENT ISOMETRIC
N.T.S.
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
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SA
N
T
A
A
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0
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T
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B
A
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CR
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#
B
-
1
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&
F
-
2
4
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C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
P-500
ENLARGED PLUMBING
PLAN AND DETAILS
”
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
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A
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B
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F
O
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N
I
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
TMS/LAK
REV-1
02.13.23
P-900
PLUMBING
SPECIFICATIONS
GENERAL NOTES ELECTRICAL SYMBOL LEGEND
“”
“”
ELECTRICAL ABBREVIATIONS ELECTRICAL SHEET INDEX
ELECTRICAL SUBMITTALS
STORE OPENING DAYREQUIREMENTS
“”
CR
AND DETAILS
E-000
ELECTRICAL
LEGENDS, NOTES
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
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SA
N
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A
A
N
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T
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40
0
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B
A
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#
B
-
1
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&
F
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4
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C
A
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A
,
C
A
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I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
GENERAL LIGHTING PLAN - LOWER LEVEL1
UP 30R
HM SPACE000
KIDS
SALES AREA
005
ELEVATOR
009
MACHINE ROOM
ELEVATOR
008
COLLECT
CLICK &
006
CORRIDOR
EXIT
007
ROOM
FITTING
005
WINDOW 2
DISPLAY
002
WINDOW 1
DISPLAY
001
MENS
SALES AREA
004
DIVIDED
SALES AREA
003
HM SPACE000 HM SPACE000
ENLARGED FITTING ROOM PLAN2
LOWER LEVEL
E-210A
GENERAL
LIGHTING PLAN
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
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T
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A
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N
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40
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#
B
-
1
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&
F
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2
4
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C
A
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A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
PLASTICPAPER TRASH
50" TV
WINDOW 1
DISPLAY
101
WINDOW 2
DISPLAY
102
WINDOW 3
DISPLAY
103
AREA (WOMEN'S)
SALES
104
WASHROOM
MEN'S
107
ROOM
STOCK
106
ROOM #2
FITTING
105
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
GENERAL LIGHTING PLAN - UPPER LEVEL1
ENLARGED FITTING ROOM PLAN2
UPPER LEVEL
E-210B
GENERAL
LIGHTING PLAN
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
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T
A
40
0
S
O
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T
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B
A
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D
W
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CR
U
#
B
-
1
0
&
F
-
2
4
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C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
TRACK LIGHTING PLAN - LOWER LEVEL1
UP 30R
KIDS
SALES AREA
005
ELEVATOR
009
MACHINE ROOM
ELEVATOR
008
COLLECT
CLICK &
006
CORRIDOR
EXIT
007
ROOM
FITTING
005
WINDOW 2
DISPLAY
002
WINDOW 1
DISPLAY
001
MENS
SALES AREA
004
DIVIDED
SALES AREA
003
HM SPACE000 HM SPACE000
LOWER LEVEL
E-211A
TRACK
LIGHTING PLAN
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
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U
T
H
B
A
L
D
W
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N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
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A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
TRACK LIGHTING PLAN - UPPER LEVEL1
WINDOW 1
DISPLAY
101
WINDOW 2
DISPLAY
102
WINDOW 3
DISPLAY
103
AREA (WOMEN'S)
SALES
104
WASHROOM
MEN'S
107
ROOM
STOCK
106
ROOM #2
FITTING
105
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
UPPER LEVEL
E-211B
TRACK
LIGHTING PLAN
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
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T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
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4
AR
C
A
D
I
A
,
C
A
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F
O
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N
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
POWER PLAN - LOWER LEVEL1
UP 30R
HM SPACE000
KIDS
SALES AREA
005
ELEVATOR
009
MACHINE ROOM
ELEVATOR
008
COLLECT
CLICK &
006
CORRIDOR
EXIT
007
ROOM
FITTING
005
WINDOW 2
DISPLAY
002
WINDOW 1
DISPLAY
001
MENS
SALES AREA
004
DIVIDED
SALES AREA
003
HM SPACE000 HM SPACE000
E-310A
POWER PLAN
LOWER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
PLASTICPAPER TRASH
50" TV
WINDOW 1
DISPLAY
101
WINDOW 2
DISPLAY
102
WINDOW 3
DISPLAY
103
AREA (WOMEN'S)
SALES
104
WASHROOM
MEN'S
107
ROOM
STOCK
106
ROOM #2
FITTING
105
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
POWER PLAN - UPPER LEVEL1
”
E-310B
POWER PLAN
UPPER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
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T
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B
A
L
D
W
I
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CR
U
#
B
-
1
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&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
SECURITY PLAN - LOWER LEVEL1
SHOWN FOR REFERENCE AND BIDDING
PURPOSES ONLY. REFER TO JOB SPECIFIC
SHOP DRAWINGS BEFORE INSTALLATION.
E.C. IS RESPONSIBLE FOR ALL CONDUIT
AND BACKBOXES
DOOR SCHEDULE - CUBE SYSTEM
SECURITY SYMBOL LEGEND
UP 30R
HM SPACE000
KIDS
SALES AREA
005
ELEVATOR
009
MACHINE ROOM
ELEVATOR
008
COLLECT
CLICK &
006
CORRIDOR
EXIT
007
ROOM
FITTING
005
WINDOW 2
DISPLAY
002
WINDOW 1
DISPLAY
001
MENS
SALES AREA
004
DIVIDED
SALES AREA
003
HM SPACE000 HM SPACE000
CR
DC
CR DC
E-411A
SECURITY PLAN
LOWER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
PLASTICPAPER TRASH
50" TV
WINDOW 1
DISPLAY
101
WINDOW 2
DISPLAY
102
WINDOW 3
DISPLAY
103
AREA (WOMEN'S)
SALES
104
WASHROOM
MEN'S
107
ROOM
STOCK
106
ROOM #2
FITTING
105
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
SECURITY PLAN - LOWER LEVEL1
SHOWN FOR REFERENCE AND BIDDING
PURPOSES ONLY. REFER TO JOB SPECIFIC
SHOP DRAWINGS BEFORE INSTALLATION.
E.C. IS RESPONSIBLE FOR ALL CONDUIT
AND BACKBOXES
SECURITY SYMBOL LEGEND
CR
DOOR SCHEDULE - CUBE SYSTEM
E-411B
SECURITY PLAN
UPPER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
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U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
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C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
FIRE ALARM SYSTEM SYMBOL LEGEND
FIRE ALARM PLAN - LOWER LEVEL1
UP 30R
HM SPACE000
KIDS
SALES AREA
005
ELEVATOR
009
MACHINE ROOM
ELEVATOR
008
COLLECT
CLICK &
006
CORRIDOR
EXIT
007
ROOM
FITTING
005
WINDOW 2
DISPLAY
002
WINDOW 1
DISPLAY
001
MENS
SALES AREA
004
DIVIDED
SALES AREA
003
HM SPACE000 HM SPACE000
E-412A
FIRE ALARM PLAN
LOWER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
PLASTICPAPER TRASH
50" TV
WINDOW 1
DISPLAY
101
WINDOW 2
DISPLAY
102
WINDOW 3
DISPLAY
103
AREA (WOMEN'S)
SALES
104
WASHROOM
MEN'S
107
ROOM
STOCK
106
ROOM #2
FITTING
105
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
FIRE ALARM SYSTEM SYMBOL LEGEND
FIRE ALARM PLAN - UPPER LEVEL1
E-412B
FIRE ALARM PLAN
UPPER LEVEL
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
PLASTICPAPER TRASH
50" TV
ROOM
JANITOR'S
111
ROOM
VISUAL
110
HALLWAY
109
ROOM
SECURITY
112
ROOM
ELECTRICAL
113
WASHROOM
WOMEN'S
108
ADMIN
114
ROOM
MEETING
116
ROOM
LAN
115
ROOM
STAFF
117
ENLARGED BACK OF HOUSE POWER PLAN1
MECHANICAL EQUIPMENT SCHEDULE
WASHROOM
MEN'S
107
ROOM
STOCK
106
E-501
ENLARGED BOH
POWER PLANS
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
ENLARGED CASHWRAP PLAN - UPPER LEVEL1 ENLARGED CASHWRAP PLAN - LOWER LEVEL3
BACK VIEW (5 REGISTERS)2
PLASTICPAPER TRASH
E-502
ENLARGED
POWER PLANS
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
1
2
E-601
POWER
RISER DIAGRAM
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
L
I
F
O
R
N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
E-602
PANEL
SCHEDULES
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
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M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
Power
Pack
PowerPack
Any
24VDC
Ceiling/Wall
Sensor
Any
24VDCCeiling/Wall
Sensor Ceiling Mounted
Lighting
Controller Input
Terminal
Wall Mounted
Non-controlledCircuit Power
Pack
Any 8-Wire
24VDCOccupancy
Sensor
OCCUPANCY SENSOR NOTES
LightingController Input
Terminal
da
Lo
Single Switch
BUZZER SYSTEM WIRING DIAGRAM
METAL PIPE THROUGH 1-HR. OR 2-HR. GYPSUM WALL ASSEMBLY
E-701
ELECTRICAL
DETAILS
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
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SA
N
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F
O
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N
I
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
13
SHOWN FOR REFERENCE AND BIDDING
PURPOSES ONLY. REFER TO JOB SPECIFIC
SHOP DRAWINGS BEFORE INSTALLATION.
E.C. IS RESPONSIBLE FOR ALL CONDUIT
AND BACKBOXES
7
22
E-703
SECURITY DETAILS
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
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A
R
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SA
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F
O
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N
I
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
ELEVATION AT DECO DESK1
KEY NOTES:
ELEVATION AT TV WALL IN MEETING ROOM2
ELEVATION AT LOUNGE3
ELEVATION AT LOUNGE COUNTER4
E-704
BACK OF HOUSE
ELEVATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
E-800
LIGHTING
FIXTURE SCHEDULE
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
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F
O
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N
I
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
¾”
”
ELECTRICAL SPECIFICATIONS
E-901
ELECTRICAL
SPECIFICATIONS
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
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91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
E-902
ELECTRICAL
CA TITLE 24 FORMS
REVISION:
SHEET TITLE:
SPACE NO.:
hHEI PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
20
2
3
AS NOTED
2023
R22-4496.003
ISSUE DATE:
CRU# B-10, F-24
D.O.B. NO:
US
0
1
2
0
-
S
T
A
N
D
A
R
D
S
T
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SA
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F
O
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N
I
A
91
0
0
7
12.12.22 ISSUED FOR LL REVIEW AND PERMIT
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
SEAL:
STORE PLANNERS:
(321)559-8308
O R L A N D O • T O R O N T O • V A N C O U V E R
www.kpaulpartnership.com1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
K P A U L P A R T N E R S H I P I N C.
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING, TEXAS
75062
TEL: (962) 714-0420
HALLBERG ENGINEERING
BJK/DJQ/PJF
REV-1
1 02.13.23 BLDG. DEPT. COMMENTS
02.13.23
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE
NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
2. ALL DRAWINGS, SPECFICATIONS AND DOCUMENTS ENUMERATED IN THE OWNER/CONTRACTOR AGREEMENT ARE
CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF
CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT
DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND
AT NO EXPENSE TO THE OWNER OR ARCHITECT.
3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE
NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:
2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATEST REVISIONS
ADOPTED PRIOR TO PERMITTING REFERRED TO HERE AS “THE CODE”, AND ANY OTHER REGULATING AGENCIES WHICH
HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL
SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.
5. ALL REFERENCED STANDARDS SHALL BE THE VERSION INDICATED IN CHAPTER 35 OF THE CODE.
6. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED.
B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS NOTED AND/OR DETAILED
ON THE STRUCTURAL DRAWINGS.
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED
AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.
D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN.
E. FLOOR AND ROOF FINISHES.
F. MISCELLANEOUS DRAINAGE AND WATERPROOFING.
G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL.
H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
7. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES , EXCEPT AS SHOWN OR NOTED.
D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.
8. THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF
CONSTRUCTION. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION,
INCLUDING BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. OBSERVATION VISITS TO THE
SITE BY THE STRUCTURAL ENGINEER DO NOT INCLUDE REVIEW OF THE ABOVE ITEMS.
9. INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED
STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, NOTIFY
THE ARCHITECT IMMEDIATELY.
10. OPENINGS, POCKETS, PENETRATIONS, NON-STRUCTURAL EMBEDS, ETC. SHALL NOT BE PLACED IN ANY STRUCTURAL
MEMBER EXCEPT AS NOTED OR DETAILED ON THESE DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN
DRAWINGS BY OTHERS SHOW SUCH ITEMS PLACED IN A MANNER THAT IS NOT CONSISTENT WITH THE STRUCTURAL
DRAWINGS.
11. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. MAKE PROVISIONS IN
THE CONSTRUCTION SEQUENCING OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING,
THERMAL EXPANSION, ETC.
12. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED
THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS
NOT ATTAINED STRENGTH.
13. COORDINATE AND VERIFY EDGE OF SLAB DIMENSIONS PRIOR TO FABRICATION OR PLACEMENT OF FORMWORK.
14. HEAVY EQUIPMENT, CRANES AND MATERIAL STOCKPILES SHALL NOT BE LOCATED ON OR ADJACENT TO BASEMENT
WALLS UNLESS APPROVED BY THE ARCHITECT.
15. VERIFY THAT THE ACTUAL OPERATING WEIGHT OF ALL EQUIPMENT DOES NOT EXCEED THAT SHOWN ON THE
DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION.
GENERAL
1. SEISMIC LOADS ON NON-STRUCTUAL COMPONENTS:
SEISMIC ANALYSIS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CODE.
SEISMIC IMPORTANCE FACTOR I = 1.0
RISK CATEGORY II
MAPPED SPECTRAL RESPONSE ACCELERATION SS = 1.361
PARAMETERS S1 = 0.483
DESIGN SPECTRAL RESPONSE ACCELERATION SDS = 1.619
SEISMIC DESIGN CATEGORY D
SITE CLASS D (DEFAULT)
DESIGN LOADS
1. STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNEE IN
ACCORDANCE WITH SECTION 1704.6 OF THE CODE.
2. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL
SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO
THE APPROVED PLANS AND SPECIFICATION. STRUCTURAL OBSERVATION DOES NOT WAVE THE RESPONSIBILITY FOR
THE INSPECTIONS REQUIRED OF THE CITY OR DEPUTY INSPECTORS.
3. THE CONTRACTOR SHALL COORDINATE AND CALL FOR A PRE-CONSTRUCTION MEETING BETWEEN THE ENGINEER OR
ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN. STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED
SUBCONTRACTORS, PROJECT INSPECTOR. THE PURPOSE OF THE MEETING SHALL BE TO IDENTIFY THE MAJOR
STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE
STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS.
4. THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT FOR EACH SIGNIFICANT STATE OF CONSTRUCTION
OBSERVERD. A COPY OF THE OBSERVATION REPORT SHALL BE SENT TO THE OWNER, CONTRACTOR AND INSPECTOR
OF RECORD (IOR).
STRUCTURAL OBSERVATIONS
1. THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS INSPECTION BY A PROJECT INSPECTOR
APPROVED BY THE JURISDICTION.
A. EXPANSION ANCHORS.
2. ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1704 OF THE
CODE AND ANY ADDITIONAL REQUIREMENTS STATED IN THESE DRAWINGS AND/OR THE PROJECT SPECIFICATIONS.
SPECIAL INSPECTIONS
1. EARTHQUAKE LOADS ARE IN ACCORDANCE WITH SECTION 1613 OF THE CODE
2. Ip = 1.0 FOR ALL NONSTRUCTURAL COMPONENTS
3. EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS, Fp, ARE DETERMINED IN ACCORDANCE WITH ASCE7-16
CHAPTER 13 USING THE VALUE OF Sds FROM DESIGN LOADS NOTE 5
4. THE MAXIMUM AND MINIMUM VALUES FOR Fp SHALL BE DETERMINED FROM ASCE-16 EQUATIONS 13.3-2 AND 13.3-3
RESPECTIVELY
5. ALL EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS SHALL BE BASED ON THE VALUES OF ap AND Rp FROM
ASCE7-16 TABLES 13.5-1 AND 13.6-1
EARTHQUAKE LOADS ON NONSTRUCTURAL COMPONENTS
1. ALL EXPANSION TYPE ANCHORS SHALL CONSIST OF HILTI KWIK BOLT TZ2 CONCRETE ANCHORS PER ICC ESR-4266
REPORT. INSTALLATION SHALL BE IN CONFORMANCE WITH THE ICC REPORT.
2. ALL EPOXY TYPE ANCHORS SHALL CONSIST OF HILTI HIT HY-200 HYBRID ADHESIVE USED IN CONJUNCTION WITH
DEFORMED REINFORCING BARS PER ICC REPORT ESR-3187. INSTALLATION OF ANCHORS SHALL BE IN CONFORMANCE
WITH THE ICC REPORT.
3. WHEN INSTALLING DRILLED IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND
CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS.
4. THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE PERIODICALLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR
TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, PREDRILLED HOLE DIMENSIONS,
ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE.
5. TEST ALL POST-INSTALLED ANCHORS AS REQUIRED PER SECTION 1705 OF THE CODE.
6. ALL WEDGE ANCHORS SHALL BE CARBON STEEL, UNO. USE STAILESS STEEL ANCHORS IN EXTERIOR EXPOSURE, DAMP
ENVIRONMENT, AND FOR ALL ANCHORS FOR EQUIPMENT WITHIN THE PHARMACY SPACE.
POST-INSTALLED CONCRETE ANCHORS
AB ANCHOR BOLT
ACI AMERICAN CONCRETE INSTITUTE
ADDL ADDITIONAL
ADJ ADJACENT
AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL
AGGR AGGREGATE
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALT ALTERNATE
ALUM ALUMINUM
ANCH ANCHOR
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APA AMERICAN PLYWOOD ASSOCIATION
APPVD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECTURAL; ARCHITECT
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWPA AMERICAN WOOD PRESERVERS ASSOCIATION
AWS AMERICAN WELDING SOCIETY
AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
ASTM AMERICAN SOCIETY FOR TESTING MATERIALS
&AND
@ AT
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BN BOUNDARY NAIL
BNDRY BOUNDARY
BOT OR B BOTTOM
BRC BRACE
BRG BEARING
BT BENT
BTWN BETWEEN
CANT CANTILEVER
CAM OR C CAMBER
CC CENTER TO CENTER
CG CENTER OF GRAVITY
CIP CAST-IN-PLACE
CJ CONSTRUCTION JOINT; CONTROL JOINT
CL CENTER LINE
CLR CLEARANCE; CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COMP COMPRESSION
CONC CONCRETE
CONN CONNECTION; CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE; CONTINUOUS
CONTR CONTRACTOR
CJP COMPLETE JOINT PENETRATION WELD
CTR CENTER
CTSK COUNTERSINK; COUNTERSUNK
CU FT CUBIC FOOT
d PENNY (NAIL OR BAR DIA)
DBL DOUBLE
DEPT DEPARTMENT
DET DETAIL
DF DOUGLAS FIR/LARCH
DIA OR ø DIAMETER
DIAG DIAGONAL
DIAPH DIAPHRAGM
DIM DIMENSION
DN DOWN
DO DITTO (REPEAT)
DWG DRAWING
DWL DOWEL
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMBED EMBEDMENT
EN EDGE NAIL
ENGR ENGINEER
EQ EQUAL OR EQUIVALENT
EQUIP EQUIPMENT
ES EACH SIDE
ETC ET CETERA
EW EACH WAY
EXIST or (E) EXISTING
EXT EXTERIOR
FDN FOUNDATION
FF FAR FACE
FF FINISHED FLOOR
FIN FINISH
FJ FLOOR JOIST
FL FLOOR LINE
FLG FLANGE
FLR FLOOR
FN FIELD NAIL
FOC FACE OF CONCRETE
FOM FACE OF MASONARY
FOS FACE OF STUD
FOW FACE OF WALL
FP FULL PENETRATION; FIRE PROOFING
FRMG FRAMING
FS FULL SIZE; FAR SIDE
FT FOOT; FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GLB GLUED LAMINATED BEAM
GR GRADE
GRND GROUND
H or HORIZ HORIZONTAL
HDR HEADER
HGR HANGER
HOSP HOSPITAL
HP HIGH POINT
HS HIGH STRENGTH
HSH
HT HEIGHT
HR HARD ROCK
ID INSIDE DIAMETER
IF INSIDE FACE
I-JST I-JOIST
IN INCH
INCL INCLUDE
INFO INFORMATION
INSP INSPECTION
INT INTERIOR
JST JOIST
JT JOINT
K KIPS
KSI KIPS PER SQUARE INCH
LAB LABORATORY
LB(S) OR #POUND(S)
LF LINEAL FOOT
LIN LINEAL; LINEAR
LLBB LONG LEGS BACK-TO-BACK
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW POINT
LSL LONG SLOTTED HOLES
LT WT LIGHTWEIGHT
LVL LEVEL
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MC MISCELLANEOUS CHANNEL SHAPE
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM; MINUTE
MISC MISCELLANEOUS
(N)NEW
N NORTH
NF NEAR FACE
NIC NOT IN CONTRACT
NORM NORMAL
NO or #NUMBER
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
OSB ORIENTED STRAND BOARD
PARA OR // PARALLEL
PC PRECAST; PIECE
PERP PERPINDICULAR
PI PLYWOOD INDEX
PL PLATE
PROPERTY LINE
PLF POUNDS PER LINEAL FOOT
PLCS PLACES-
PLY PLYWOOD
PROP PROPERTY
PT POST TENSIONED
PW PLATE WASHER
PJP PARTIAL JOINT PENETRATION WELD
PREFAB PREFABRICATED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
#POUND; NUMBER
REF REFERENCE
REINF REINFORCE; REINFORCING
REQD REQUIRED
RF ROOF
Ø DIAMETER
SCHED SCHEDULE
SECT SECTION
SEP SEPERATION
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SLBB SHORT LEGS BACK-TO-BACK
SOG SLAB ON GRADE
SPCG SPACING
SPECS SPECIFICATIONS
SPCL SPECIAL
SQ SQUARE
SS SELECT STRUCTURAL
SSL SHORT SLOTTED HOLES
STAGG STAGGER
STD STANDARD
STIFF STIFFENERS
STIRR STIRRUP
STL STEEL
STRUCT STRUCTURAL
STRUCT I STRUCTURAL I
SW SHEAR WALL
SYM SYMMETRICAL
TB TIE BEAM
T & B TOP AND BOTTOM
T & G TONGUE & GROOVE
TOC TOP OF CURB; TOP OF CONCRETE
TOF TOP OF FOOTING
TEMP TEMPERATURE; TEMPORARY
THRU THROUGH
THK THICKNESS/THICK
THR THREADED
TOP or T TOP
TOS TOP OF STEEL/TOP OF SLAB
TOW TOP OF WALL
TSG TAPERED STEEL GIRDER
TYP TYPICAL
UBC UNIFORM BUILDING CODE
UNO UNLESS NOTED OTHERWISE
UT ULTRA-SONIC TEST
VERT VERTICAL
VSH VERTICAL SLOTTED HOLES
W/WITH
W/O WITHOUT
WD WOOD
WP WORK POINT; WATERPROOF
WT WEIGHT
WWF WELDED WIRE FABRIC
STRUCTURAL STEEL SHAPES
Wx W SHAPE
Cx AMERICAN STD CHANNEL SHAPE
MC MISC CHANNEL SHAPE
Lx ANGLE SHAPE
WT, ST, MT STRUCT TEE SHAPE
PIPE STANDARD PIPE SHAPE
PIPE-X EXTRA STRONG PIPE SHAPE
PIPE-XX DBL EXTRA STRONG PIPE SHAPE
HSS STRUCT TUBING SHAPE
ABBREVIATIONS
HORIZONTALLY SLOTTED HOLES
PL
SYMBOLS
SECTION REFERENCE BUBBLE
DETAIL REFERENCE BUBBLE WITH ARROW
DETAIL REFERENCE BUBBLE
FULL HEIGHT SECTION
INDICATOR
BUILDING SECTION INDICATOR
ELEVATION OF WALL OR FRAME
NORTH ARROW
SLOPE
EARTH LAYER
STEPPED SURFACE; FLOOR
DEPRESSION
SLOPED SURFACE
INDICATES SAND OR
GROUT
INDICATES GRAVEL
WELDED WIRE FABRIC
(WWF LAYER)
STEEL TUBE COLUMN
STEEL PIPE COLUMN
WIDE FLANGE STEEL COLUMN
MEMBER SPLICE
STEEL IN CROSS SECTION
DIRECTION OF SPAN
X
SX.X
X
SX.X
X
SX.X
X
SX.X
X
SX.X
X
SX.X
X
SX.X
N
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (LATEST EDITION), AND WITH
CHAPTER 22 OF THE CODE AND THE FOLLOWING REFERENCES:
A. AISC 303 - "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"
B. AISC 360 - "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS"
C. RCSC's - "SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS"
1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):
2. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TO THE ARCHITECT OF ALL STEEL FOR
ARCHITECTS AND STRUCTURAL ENGINEERS FOR REVIEW AND APPROVAL BEFORE FABRICATION.
3. BOLT HOLES USED IN STEEL SURFACES THAT ARE ENCASED IN CONCRETE OR MASONRY OR SPRAY ON FIREPROOFING
SHALL BE LEFT UNPAINTED.
4. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED
AFTER FABRICATION. PROTECT FIELD WELDS EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH/COLD
GALVANIZING. REFER TO ARCHITECTURAL DRAWINGS FOR STEEL FINISH.
5. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT. PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL
ASSEMBLIES ATTACHED TO REINFORCED CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, LOCATE ALL
REINFORCEMENT AND CONFIRM CONSTRUCTABILITY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH
REINFORCEMENT OCCUR, SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED STEEL FABRICATIONS TO ARCHITECT
FOR REVIEW AND APPROVAL.
STRUCTURAL STEEL
W SHAPES AND WT SHAPES A992 OR A913, GR 50 (S75)
ASTM SPECIFICATION
ANGLES & CHANNELS A36
PLATES & BARS A36
A572, GR 50 (WHERE INDICATED)
PIPE SECTIONS A53, GR B
HSS SECTIONS A500 GR B
A1085 (WHERE INDICATED)
CORROSION RESISTANT STEEL
(WHERE INDICATED)
A588 GR 50 (FOR ROLLED SHAPES)
A847 (FOR HSS)
COMMON/MACHINE BOLTS A307, GR A
SHEAR CONNECTORS A108, GRADES 1015 TROUGH 1020
AWS D1.1, TYPE B
K P A U L P A R T N E R S H I P I N C.
O R L A N D O • T O R O N T O • V A N C O U V E R
(321)559-8308
www.kpaulpartnership.com
1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING,
TEXAS 75062
TEL: (962) 714-0420
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
ISSUE DATE:
D.O.B. NO:
Mechanical/Electrical Consulting Engineers
1750 Commerce Court
(651) 748-1100 Fax (651) 748-9370
HALLBERG ENGINEERING
White Bear Lake, MN 55110
20
2
3
AS NOTED
2022
PU-22-058
1
US
O
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
N
CR
U
#
B
-
1
0
&
F
-
2
4
AR
C
A
D
I
A
,
C
A
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I
F
O
R
N
I
A
91
0
0
7
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
SEAL:
STORE PLANNERS:
05.24.22 ISSUED FOR LLD REVIEW
09.07.22 BACK CHECK 1
S1.00
SHEET INDEX,
ABB. & GENERAL
NOTES
SHEET LIST
Sheet Number Sheet Name
S1.00 SHEET INDEX, ABB. & GENERAL NOTES
S2.00 DETAILS
AP
P
R
O
X
9
'
-
8
"
8 ROWS MIN OF 600T150-54
CONTINUOUS BACKING WITH
FLANGES, EXTEND BACKING
OUT TO NEXT ADJACENT STUD
APPROX LOCATION OF #14
SMS @ 16" OC MAX, TYP MIN
(8) SMS PER CHANNEL
MIN WALL FRAMING SHALL BE
362S162-33 W/ 1/2" THICK MIN
GYP ON BOTH SIDES, MAX
UNBRACED HEIGHT = 11'-0",
REFER TO ARCH DWGS
RECESSED OR SURFACE MOUNTED CHANNEL
550 LB TOTAL WT
ADD 3/8" DIA HILTI KB-TZ2 (ICC
ESR-4266) W/ 2" MIN EMBED AT 32"
OC WHERE FIXTURES OCCUR
(E) BRACE, MIN
362S137-33 @ 4'-0"
OC W/ (E) (4) #10 MIN
SMS EA END, VIF
(E) STEEL BEAM
(E) ROOF DECK
(E) 6" MIN CONC SLAB OR SLAB ON
GRADE (F'C = 3000 PSI MIN)
17
'
-
0
"
M
A
X
9"9"
(3) 3/8" Ø HILTI KBTZ2
W/ 2" MIN EMBED INTO
CONC
(E) 6" MIN CONC SOG
L BRACKET BY MFR
11
0
.
2
5
"
M
A
X
3B
S2.00
L BRACKET PER MFR
22 1/2" TYP.
11' - 9 3/4"
SE
E
A
R
C
H
D
W
G
6"
AP
P
R
O
X
9
'
-
8
"
8 ROWS (MIN) OF 2" x 4" WOOD
BOARDS (DOUGLAS FIR-LARCH,
G=0.5 MIN) MECHANICALLY
FASTENED TO STUDS PER ARCH
DWGS
APPROX LOCATION OF 5/16" Ø
LAG SCREW INTO BLOCKING W/
MIN 1 1/2" MIN PENETRATION AT
16" OC MAX, TYP MIN (8) LAG
SCREWS PER CHANNEL
APPROX OUTLINE OF RECESSED
OR SURFACE MOUNTED CHANNEL
550 LB TOTAL WT
MIN WALL FRAMING SHALL BE
362S162-33 W/ 1/2" THICK MIN
GYP ON BOTH SIDES, MAX
UNBRACED HEIGHT = 11'-0",
REFER TO ARCH DWGS
1/4" THICK RFID SHIELD,
REFER TO ARCH DWGS
ADD 3/8" DIA HILTI KB-TZ2 (ICC
ESR-4266) W/ 2" MIN EMBED AT 32"
OC WHERE FIXTURES OCCUR
(E) BRACE, MIN
362S137-33 @ 4'-0"
OC W/ (E) (4) #10 MIN
SMS EA END, VIF
(E) STEEL BEAM
(E) ROOF DECK
17
'
-
0
"
M
A
X
(E) 6" MIN CONC SLAB OR SLAB ON
GRADE (F'C = 3000 PSI MIN)
K P A U L P A R T N E R S H I P I N C.
O R L A N D O • T O R O N T O • V A N C O U V E R
(321)559-8308
www.kpaulpartnership.com
1420 Celebration Blvd. Unit 300 Celebration, Florida 34747
WW
W
.
A
X
X
Y
S
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
M
JAMES M. HAMILL, A.I.A.
580 DECKER DRIVE, SUITE #170 IRVING,
TEXAS 75062
TEL: (962) 714-0420
REVISION:
SHEET TITLE:
SPACE NO.:
PROJECT NO.:
SCALE:
DRAWN BY:
REV. NO:
SHEET NO:
PRODUCT SEASON:
ISSUE DATE:
D.O.B. NO:
Mechanical/Electrical Consulting Engineers
1750 Commerce Court
(651) 748-1100 Fax (651) 748-9370
HALLBERG ENGINEERING
White Bear Lake, MN 55110
20
2
3
AS NOTED
2022
PU-22-058
1
US
O
1
2
0
-
S
T
A
N
D
A
R
D
S
T
O
R
E
SA
N
T
A
A
N
I
T
A
40
0
S
O
U
T
H
B
A
L
D
W
I
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#
B
-
1
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2
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I
F
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I
A
91
0
0
7
ENGINEER:
ARCHITECT:
CLIENT CONTACT:
SEAL:
STORE PLANNERS:
05.24.22 ISSUED FOR LLD REVIEW
09.07.22 BACK CHECK 1
S2.00
DETAILS
SCALE : 1" = 1'-0"1
TYPICAL WALL MOUNTED RACKING
FIXTURE ANCHORAGE - STEEL
BACKING
SCALE : 1" = 1'-0"3 BACKDROP WALL
3B SECTION
3A PLAN VIEW
SCALE : 1" = 1'-0"2
TYPICAL WALL MOUNTED RACKING
FIXTURE ANCHORAGE - WOOD
BACKING
Samaritan MOB - San Jose
100% CD Structural Calculations
KPFF JOB # 2100233
November 4, 2022
December 16, 2022
2200643
H&M Arcadia
Wall Fixture Calculations
project
location
client
by
date
job no.
sheet no.
700 South Flower Street, Suite 2100Los Angeles, CA 90017(213) 418-0201
Wall Fixture Anchorage
GP
kpff Consulting Engineers project H&M Arcadia by GP sheet no.
700 S. Flower St., Suite. 2100 location date 12/16/2022
Los Angeles, CA 90017 client job no.
(213) 418-0201
EQUIPMENT ANCHORAGE
Equipment Description =
Wall =
Standing on floor? (Y/N)
W = weight of equipment =276 lb
H= height between supports =15.44 in
B = breadth between supports =37 in
D= depth of equipment =19.5 in
d = distance of C.G. to wall =9.75 in
h = height of C.G. to bot. Anchor =9.0 in
n_r = # of anchor points per row =2
n_c = # of anchor points per column =2
Seismic Accelerations
Ip = Imp. Factor =1
ap = amplification factor =1
Rp = response factor =2.5 z=26.67 ft
SDS = spectral acceleration =1.619 h =34 ft
Fh =ASCE 7-16 Eqn 13.3-1 = 129 lb = 0.47 Wp (0.7 factor for ASD included)
Fv = 0.2SDSIpWp = 63 lb = 0.23 Wp (0.7 factor for ASD included)
Under "W"
Tw = W*d/H/n_r = 87 lb
Vw = W/(n_r*n_c)= 69 lb At Each Anchor Point:
Under "FV"Tmax = 149 lb
TFv = Fv*d/H/n_r = 20 lb Vmax = 93 lb
VFv = Fv/(n_r*n_c)= 16 lb
Under "Fh" I WALL # of Anchors @ each Point =1
TFh I = Fh*Max[h or (H-h)]/H/n_r =37 lb
VFh I = 0 =0 lb At Each Anchor:
Under "Fh" ll WALL Tmax =149 lb
Tfh II = Fh*d/B/n_c =17 lb Vmax = 93 lb
Vfh II = Fh/(n_r*n_c)+Fh*abs(H/2-h)/H/n_r = 37 lb
Load Combination D+0.7E=W+Fv+Fh+0.3*Fh,ORTHOGONAL
Metal Stud
Racking Fixture
Arcadia
2200643
B
H
h Wp
FV
Fh
d
T
V
Wall
FRONT ELEV SIDE ELEV
T
V
1
kpff Consulting Engineers project H&M Arcadia by GP sheet no.sheet no
700 S. Flower St., Suite. 2100 location date 12/16/2022
Los Angeles, CA 90017 client job no.
(213) 418-0201
Lag Screw Check per NDS 12.4.1
Diameter 1/4"
W 225 lbs
Lag Embed 1.5 in
P 1 in Assume penetration = 2/3 embed
Cd 1.6
W*P*Cd 360.0 lbs p/8D = 0.6
Z'124.8 lbs 130*1.6*0.6
Lag Screw
Unit Tension (lbs) Shear (lbs) alpha Z' (lbs) W'*P*Cd (lbs) P (in)
Wall Rack 149 93 58.0 124.8 360.0 1
Z'alpha (lbs)
Unit Resultant (lbs) Lag Screw DCR
Wall Rack 176 235.5 0.75
SMS Check
Table 2 - Non-Prying Condition
Size Shear (lbs)Tension (lbs)
#14 - 16GA 226 261
Shear (lbs) Tension (lbs)
93 149
V/Vmax + T/Tmax 0.98 OK
Arcadia
2200643
Capacity
Demand
Sloped/Partial Loads W(Y2) lb/ftY2Case Y1 W(Y1) lb/ft
1 0.50 9.6715.5 15.5
Section : 362S162-33 (33 ksi) Single C Stud
Maxo =440.9 Ft-Lb 1023.6 lbVa =I =0.55 in^4
Loads have not been modified for strength checks
Loads have been multiplied by 0.70 for deflection calculations
Flexural and Deflection Check
Span
Mmax
Ft-Lb
Mmax/
Maxo
Mpos
Ft-Lb
Bracing
(in)
Ma(Brc)
Ft-Lb
Mpos/
Ma(Brc)
Deflection
(in)Ratio
Span 309.4 0.702 309.4 48.0 432.3 0.716 0.289 L/457
Span
Distortional Buckling Check
K-phi
lb-in/in
Lm Brac
in
Ma-d
Ft-Lb
Mmax/
Ma-d
Span 0.00 132.0 452.4 0.684
Reaction or
Pt Load
Load
P(lb)
Bearing
(in)
Pa
(lb)
Pn
(lb)
Mmax
(Ft-Lb)
Intr.
Value
Stiffeners
Required?
Combined Bending and Web Crippling
R2 96.0 --Shear
Connection
w/ clip--
NO
www.strongtie.comSIMPSON STRONG-TIE COMPANY INC.
Project Name:Stud Calc
Model:Wall Stud –1
2012 NASPEC [AISI S100-2012]Code:
Page 1 of 2
Date: 12/14/2022
6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ
WALL SELF WT:
ASSUME 7.5 PSF WALL
F_P = 7.5 PSF X 0.78 = 5.85 PSF
MIN = 5 PSF
5.85 PSF X 16" OC/12 = 7.8 PLF * 0.7 = 5.5 PLF ASD
FIXTURE SELF WT:
550 LB FIXTURE, APPROX 9'-8" HEIGHT
550 LB is max capacity of fixture
Assume that backing is continuous and therefore
engages at least 2 studs
So 550/2 = 275 LB
F_P = 275 LB X 0.78 = 215 LB
0.7 X 215 LB = 150.15 LB (FOR ASD)
150.15 LB / 9.67' = 15.5 PLF
R1 106.7 --Shear
Connection
w/ clip--
NO
Reaction or
Pt Load
Vmax
(lb)
Mmax
(Ft-Lb)
Va
Factor V/Va M/Ma
V + M
Intr.
Combined Bending and Shear
R1 106.7 0.0 0.20 0.00 0.200.51
R2 96.0 0.8 0.18 0.00 0.180.51
Span
Location, X
(ft)
M(X)
(Ft-Lb)
V(X)
(lb)Intr.
Location, X
(ft)
M(X)
(Ft-Lb)
V(X)
(lb)
Within Span (unstiffened)
Intr.
Unpunched Punched
5.45 309.4 0.0 0.70 5.45 309.4 0.0 0.70Span
Combined Bending and Axial Load Details
Span
Axial Ld
(lb)KyLy KtLt
Max
KL/r
K-phi
(lb-in/in)
Lm Bracing
(in)
Allow
load(lb) P/Pa
Intr.
Value
Bracing(in)
Span 374.0(c)Sheathed 91 0.0 132.0 2238.3(c)Sheathed 0.17 0.80
Sheathing braced design based on 1/2 inch Gypsum Sheathing, No.6 Screws
See AISI S211-07 for Sheathing Braced design limitations.
Support Rx(lb) Ry(lb)Simpson Strong-Tie Connector
Connector
Interaction
Anchor
Interaction
Simpson Strong-Tie Connectors
8.61 %R2 95.96 0 18.45 %SCB43.5(2) & (2) #12-24 SST X or XL to A36 Steel
48.45 %R1 106.68 374 40.81 %362T125-33 (33) & (1) .157" SST PDPA/PDPAT-62KP to
steel (3/16" to 1/2" thickness)
Span/CantiLever
Bracing
Length
(in.)
Design
Number of
Braces Pn(lb.)
SUBH
(Min)¹
SUBH
(Max)¹
MSUBH
(Min)¹
6LPSVRQ6WURQJ7LH:DOO6WXG%ULGJLQJ&RQQHFWRUV
MSUBH
(Max)¹
LSUBH
(Min)¹
LSUBH
(Max)¹
'HVLJQ0HWKRG $,6,6
Span Varies N/A N/A N/A N/AN/A N/AN/A N/A
1) Values in parentheses are stress ratios.
2) Bridging connectors are not designed for back-back,box, or built-up sections.
3) Reference
Notes:
4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same.
5) If the bracing length is larger than the span length, bridging connectors are not designed.
for latest load data, important information, and general notes www.strongtie.com
www.strongtie.comSIMPSON STRONG-TIE COMPANY INC.
Project Name:Stud Calc
Model:Wall Stud –1
2012 NASPEC [AISI S100-2012]Code:
Page 2 of 2
Date: 12/14/2022
6LPSVRQ6WURQJ7LHp&)6'HVLJQHUറ
project
location
client
by
date
job no.
sheet no.
700 South Flower Street, Suite 2100Los Angeles, CA 90017(213) 418-0201
Backdrop Wall Anchorage
GP
kpff Consulting Engineers project H&M Arcadia by GP sheet no.sheet no
700 S. Flower St., Suite. 2100 location date 12/15/2022
Los Angeles, CA 90017 client job no.
(213) 418-0201
Backdrop Calc
Fp 0.78 Wp Assume Anchor Spacing
L brackets spacing 22.5 in OC 0.75 ft
Wall Wt.10 psf Anchoring to Concrete
Lateral Force 7.8 psf Ω 2
14.6 plf
Wall Height 110.2 in
Max Moment 154.3 lb-ft T/C w/ Ω 411.4 lbs GOVERNS
LL lateral force 5 psf
9.375 psf
Wall Height 110.2 in
Max Moment 98.9 lb-ft T/C w/ Ω 263.7 lbs
Orange County
2200643
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Hilti PROFIS Engineering 3.0.81
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Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (2) hnom2
Item number: 2210236 KB-TZ2 3/8x3
Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 12/17/2021 | 12/1/2023
Proof: Design Method ACI 318-14 / Mech
Stand-off installation:
Profile:
Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 4.000 in.
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
Geometry [in.] & Loading [lb, in.lb]
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1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 412; Vx = 171; Vy = 0;
Mx = 0; My = 0; Mz = 0;
yes 23
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 412 171 171 0
max. concrete compressive strain: - [‰]
max. concrete compressive stress: - [psi]
resulting tension force in (x/y)=(0.000/0.000): 0 [lb]
resulting compression force in (x/y)=(0.000/0.000): 0 [lb]
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*412 4,869 9 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**412 1,831 23 OK
* highest loaded anchor **anchor group (anchors in tension)
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Hilti PROFIS Engineering 3.0.81
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3.1 Steel Strength
Nsa = ESR value refer to ICC-ES ESR-4266
f Nsa ³ Nua ACI 318-14 Table 17.3.1.1
Variables
Ase,N [in.2]futa [psi]
0.05 126,204
Calculations
Nsa [lb]
6,493
Results
Nsa [lb]f steel f nonductile f Nsa [lb]Nua [lb]
6,493 0.750 1.000 4,869 412
3.2 Concrete Breakout Failure
Ncb = (ANc
ANc0)y ed,N y c,N y cp,N Nb ACI 318-14 Eq. (17.4.2.1a)
f Ncb ³ Nua ACI 318-14 Table 17.3.1.1
ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b)
ANc0 = 9 h2
ef ACI 318-14 Eq. (17.4.2.1c)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-14 Eq. (17.4.2.5b)
y cp,N = MAX(ca,mincac
, 1.5hefcac)£ 1.0 ACI 318-14 Eq. (17.4.2.7b)
Nb = kc l a √f'
c h1.5
ef ACI 318-14 Eq. (17.4.2.2a)
Variables
hef [in.]ca,min [in.]y c,N cac [in.]kc l a f'
c [psi]
2.000 ∞1.000 4.375 21 1.000 4,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb]
36.00 36.00 1.000 1.000 3,757
Results
Ncb [lb]f concrete f seismic f nonductile f Ncb [lb]Nua [lb]
3,757 0.650 0.750 1.000 1,831 412
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4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*171 2,201 8 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**171 2,630 7 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa,eq = ESR value refer to ICC-ES ESR-4266
f Vsteel ³ Vua ACI 318-14 Table 17.3.1.1
Variables
Ase,V [in.2]futa [psi]aV,seis
0.05 126,204 1.000
Calculations
Vsa,eq [lb]
3,386
Results
Vsa,eq [lb]f steel f nonductile f Vsa,eq [lb]Vua [lb]
3,386 0.650 1.000 2,201 171
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4.2 Pryout Strength
Vcp = kcp [(ANc
ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-14 Eq. (17.5.3.1a)
f Vcp ³ Vua ACI 318-14 Table 17.3.1.1
ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b)
ANc0 = 9 h2
ef ACI 318-14 Eq. (17.4.2.1c)
y ed,N = 0.7 + 0.3 (ca,min
1.5hef)£ 1.0 ACI 318-14 Eq. (17.4.2.5b)
y cp,N = MAX(ca,mincac
, 1.5hefcac)£ 1.0 ACI 318-14 Eq. (17.4.2.7b)
Nb = kc l a √f'
c h1.5
ef ACI 318-14 Eq. (17.4.2.2a)
Variables
kcp hef [in.]ca,min [in.]y c,N
1 2.000 ∞1.000
cac [in.]kc l a f'
c [psi]
4.375 21 1.000 4,000
Calculations
ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb]
36.00 36.00 1.000 1.000 3,757
Results
Vcp [lb]f concrete f seismic f nonductile f Vcp [lb]Vua [lb]
3,757 0.700 1.000 1.000 2,630 171
5 Combined tension and shear loads
bN bV z Utilization bN,V [%]Status
0.225 0.078 5/3 10 OK
bNV = bz
N + bz
V <= 1
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6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the
anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The
proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section
17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The
connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c).
• Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile
yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3
(b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the
anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design
strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased
by w0.
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-14, Section 17.8.1.
Fastening meets the design criteria!
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7 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (2)
hnom2
Profile: - Item number: 2210236 KB-TZ2 3/8x3
Hole diameter in the fixture: - Maximum installation torque: 361 in.lb
Plate thickness (input): - Hole diameter in the base material: 0.375 in.
Hole depth in the base material: 2.750 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti KB-TZ2 stud anchor with 2.5 in embedment, 3/8 (2) hnom2, Carbon steel, installation per ESR-4266
7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 - - - -
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8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
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