11-354-005OI LEASE LINE 0 BABY CHANGING STATION
BULKHEAD 18 TELEPHONE - SEE ELECTRICAL DRAWINGS
O 5/6' GYPSUM BOARD WALL EXTEND FROM 121-0l A.F.F. TO DECK
DEMISING HALL -REFER TO DETAIL L/AO2.1 ABOVE AS RE12URIED - SEE DETAIL H1AI0.I
(E) ROOF DRAIN AND CLEAN OUT - PROVIDE ACCESS AS
ELECTRICAL PANELS REQUIRED
2'X 2- X Ab' X 0.0- ALUMINUM CORNER GUARD
NEUTRAL PIER - REFER TO STOREFRONT DETAILS
MOP SINK - REFER TO DETAIL A/AI3.1
DRINKING FOUNTAIN W/ F.R.P. BACKING - REFER TO
DETAIL J/A13.1
to H*tL i gtjt*rlcN
PLUMBING FIXTURES
NOT USED
@ DREAMSTEAMER UNIT - SEE ELECTRICAL DRAWINGS
SENSORMATIC DEVICE (TRENCHING SLAB) - SEE
ELECTRICAL DRAWINGS
SOUND SYSTEM CABINET - REFER TO DETAIL H/AI4.3
LEVEL FLOOR AREA FOR MOBILE SHELVING (AS
DIMENSIONED) 1
(MAX SLOPE 0,5 %)
3/4'x3/4'x46'x0.63" ALUMINUM CORNER GUARD, PAINT
TO MATCH ADJACENT WALL
CONSTRUCTION FLOOR PLAN KEYNOTES N.T.S. EN
DEMOLITION
(WENT OF DEMOLITIQN1 REFER TO DEMOLITION PLAN.
DEMISING
(N) DEMISING WALLS: G.C. TO REPAIR OR REPLACE 5/6' GYP. 5D, TYPE 'X' IF REQUIRED TO MAINTAIN 1-14R FIRE
RATING (U.L. #UAldl). SEE NOTE ON DEMOLITION PLAN FOR (E) CONSTRUCTION,
(N-) DEMISING WALL (I HOUR RATED): NEW 6" MTL. STUDS BY LANDLORD PRIOR To TENANT IMPROVEMENT. TENANT
G.C. TO PROVIDE (1) LAYER 5/6' TYPE `X1 GYP. BD. ON TENANT SIDE ONLY. EXTEND TIGHT TO DECK ABOVE. (U.L.
#U4191). IF NOT CURRENTLY EXISTING, G.C. TO PROVIDE SOUND INSULATING BATTS OR SOUND ABWR51N ANEL5 IF
1:9
ZAHN
146 WITH (1) I-iYER 5/8" TYPE 'X' GYP.BD. (BOTH SIDES) B'f TENANT
rxH:F TO RATED efIHNG A. UPS) SEE E)FTAIL Gr/All.1
INTERIOR PARTITIONS
(N) PARTIAL 44EIGHT EA911TION WALL: (1) LAYER 6/15' TYPE 1XI GYP. 5D. ON EACH SIDE OF 3 5/8" MTL, STUDS,
TAVAI219 (WEIGHT OF WALL AS INDICATED) INSTALL GYP, BD. ON ONE SIDE ONLY AT PERIMETER OR BACK-TO-BACK
CONDITIONS, OR AS APPLICABLE. REFER TO SPECIFIC DETAILS.
N-AT 5/6" GYP. BE. ON Vb' MT6. CHANNEL5 @ 2A, 0.c.
(D/Al2.1)
(N.) PARTIAL WEIGHT 'DENIM ROOM' PARTITION WALL: 5/6' TYPE W GYP. BD. ON EACH SIDE OF 6' METAL STUDS
COMBINED WITH 3 5/6' GARCY STUDS WITH RECESSED STANDARDS. INSTALL GYP. 5D. ON ONE SIDE ONLY AT
PERIMETER OR BACK -TO -BACK CONDITIONS, OR AS APPLICABLE. REFER TO SPECIFIC DETAILS ON SWEET AI0.1
(N) NGN SALES SHELVING WA I=. 3 6115' PAINTED (FAISTORY PRIMED) MT6. STI IDS @ 10 G.G. WITH 6GNT1Nl lows
AND - FFOM TWK. 2' WELDED WIRE MESH ON BOTH SIDES. �51EE STANDARD Duff AILS FOR. -r'yr%l,%Nx 11-w
A- 5wF:1 F 1w5TAI I ATION
(N) PARTIAL WEIGHT PARTITION WALL- (1) LAYER 5/6' TYPE 'X' GYP. 5D. ON EACH SIDE OF 3 5/8" METAL
STUDS. INSTALL GYP. 5D, ON ONE SIDE ONLY AT PERIMETER OR BACK -TO -BACK CONDITIONS, AS APPLICABLE.
HALL ONLY EXTENDS TO 12'-0' A.F.F. (IN SALES AREA) REFER TO SPECIFIC DETAILS.
(N) INSULATED WALL. 3 5/6' MTL. STUDS @ IV O.C. MAX. WITH 5/61' GYP. 5D. ON BOTH SIDES (WHEN
APPLICABLE, REPLACE 6/9" GYP. 50. WITH 5/5" CONCRETE BACKERWARD ON RESTROOM WALLS THAT HAVE
SPECIFIED CERAMIC TILE FINISHES), FILL WITH 3 1/2" FRICTION FIT BATT INSULATION AT RESTROOM/SALES WALL
FOR SOUND ATTENUATION. STC OF 42 OR BETTER. RUN INSULATION FROM FLOOR SLAB TO FINISHED RESTROOM
CEILING.
W&Aa (N) ISFEERIOR 14--
_I!1 1: 3 54' METAL 5TIII?S @ 161' O.C, MAX. WITH 5/151- GYP. BE). GN INSIDE FACE GF EXTERIOR
�ALI; TirwT- TO STRI-16T. ABOYE. FILL HITW -3 1/2" FRIGTION FIT BATT INSI'LATION AND 194 MIL VAPOR BARRIER.
COLUMN NQlf5. G.C. TO WRAP ALL STRUCTURAL MALL COLUMNS WITHIN LEASED SPACE WITH 5/6" GYP. BD. TYPE
'X' FIRE-RATED ENCLOSURE TO OBTAIN REQUIRED RATING AS ESTABLISHED BY STATE AND LOCAL CODES AND/OR
BY LANDLORD. COLUMNS ARE To BE WRAPPED TIGHT TO MAINTAIN A MINIMUM SIZE ENCLOSURE, U.N.O. ON
DRAWINGS.
GENERAL CONTRACTOR TO CONFIRM ACTUAL FIELD CONDITIONS,
AND COMPLY WITH INDICATED INSTRUCTIONS.
(E) DEMISING WALLS TIGHT TO DECK:
• REPAIR DRYWALL SURFACES TO LIKE NEW CONDITION.
(E) DEMISING WALLS TIGHT TO DECK-
# INSTALL ADDITIONAL MTL. FRAMING AND DRYWALL AS REQUIRED TO COMPLETE DEMISING
WALL TIGHT TO DECK,
(E) DEMISING WALLS SHORT OF DECK-
REQUIRED DUE TO COMMON WVAC PLENUM AND APPROVED BY BUILDING DEPARTMENT: 4
INSTALL I'X2' WIRE MESH SECURITY SCREEN FROM TOP OF PARTITION TIGHT TO DECK
ABOVE - G.C• MUST ADV15E OWNER'S CONSTRUCTION MANAGER OF ACTUAL FIELD
CONDITIONS IN ORDER TO OBTAIN SPECIFIC INSTALLATION INSTRUCTIONS.
- PARTITION LEGEND N•T.S. NO
1. FLOOR LEVELING REQUIREMENTS. SALES AREA: MAX SLOPE 2%
STOCKROOM (FOR MOBILE SHELVING PAD. MAX SLOPE 0.5%)
2. FIRE ALARM /STROBE - AUDIO/VISUAL ALARM SYSTEMS WILL FOLLOW ADA REQUIREMENTS.
MOUNT/SUSPEND ALARM AS TO NOT INTERFERE WITH DISPLAY FIXTURES.
B. DIMENSIONS ARE FROM GYP. FINISH TO GYP. FINISH UNLESS OTHERWISE NOTED.
A. AT OPEN CEILING LOCATIONS/ CONDUIT AND SPRINKLER PIPING SHALL RUN STRAIGHT AND TRUE.
VERIFY WITH MECHANICAL DRAWINGS IF SPIRAL ROUND GALVANIZED STEEL DUCTWORK OR SQUARE
DUCTWORK 15 TO BE USED. OPEN CEILINGS WITH CONDUIT AND DUCTWORK EXPOSED SHALL BE
PAINTED PER THE FINISH SCHEDULE.
5. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-HALL METAL BLOCKING FOR ALL
WALL HUNG ITEMS IN STORE.
CONSTRUCTION FLOOR PLA O E N.T.S.
1. NT GC 15 RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE,./
SPACE. FAILURE TO PROPERLY FIELD VERIFY EXISTING CONDITIONS DOES NOT RELIEVE THE TENANT
OF ANY EXPENSES OR RESPONSIBILITIES RESULTING FROM THAT FAILURE.
2. NOTHING 15 PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK.
TENANTS MAY ATTACH TO THE TOP CHORD OF JOIST(S) OR TO THE STRUCTURAL STEEL. ALL
WALL CONSTRUCTION SHALL BE SUPPORTED IN THIS MANNER. NO WELDING OR SHOOTING INTO THE
STRUCTURE 15 PERMITTED.
B. STRUCTURAL REINFORCING DETAILS MUST BE PROVIDED BY A REGISTERED STRUCTURAL ENGINEER
TO TENANT GOORDINATION FOR EQUIPMENT SUPPORT OR SUSPENSION, SERVICE PLATFORMS, DECK
PENETRATIONS, ETC.
A. ANY LANDLORD EQUIPMENT OR COMPONENT THAT 15 EXISTING IN THE SPACE MUST REMAIN V15151-E
AND ACCESSIBLE TO THE LANDLORD. TENANT GC TO INSTALL ACCESS PANELS AS NECESSARY, AND
PROPERLY LABEL IN SPACE. COORDINATE PLACEMENT WITH MALL OPERATIONS DIRECTOR.
5• TENANT'S STOCKROOM MAY NOT BE V1515LE FROM THE SALES AREA. DOOR(S) LEADING TO THE
STOCKROOM MUST HAVE AN AUTOMATIC CLOSURE,
(P. ALL REAR ENTRIES MUST HAVE A DOORBEL.L. FOR DELIVERIES.
7. ALL CONCRETE PATCHING MUST BE LEVEL WITH THE EXISTING CONCRETE FLOOR.
LA_NDL•RD NOTES
04"1111 =w-A OUVA
Al ^11 . . A] ni-
1 11
61 00
00 1/
Lw, ii /jp I I
MIN. I
III
ICI
III
III
III
III
Ih
IIJJ
rr
_F
R AREA)
-
�)
F -I-
L _J
A
&
.IN(
N.T.s. CONSTRUCTION FLOOR PLAN
ge•• .
000 v
•
0 0 0 • '00, 0
go* UU& •
MENE
me:
C
0 0 •0 9 • move 0000
•••• * • dieem r,
C0
V, =Z
Z
14.7 =
11-- w
L)
T� X,
4 z ; V-
LEASE LINE TO LEASE LINE _j
L
'I / N`N CL
(201/11N <--ADJACENT TENANT (N.I.C.1131- , Y,
1'-� 3/4' 0 1 B Q
22'-G 1/2" )211 4'-0 3/5' )2" 5'-q 1/2" )2" 4 131-11 1/ e 1211 8'-dl 1/2" 211 4 LU
= mmmm
-Y 10 U)
LU
T-0 v A)
- - --------- z__ U)
+
L L J L LU
- - - - - - JL--J-JL U)
Uj 0
CC
r (n
0 r.L U)
wl.. 0 CASINIFT LU
16 CABINET
Fri Sim. co Sim.
L-T
Ld
JL___
r -1 1 L
K
13.2
12.7
K U.:
ALIGN 1 4 1 1 1
WALLS 'Ty.
WALL 4, al
Tyr.
2 Q.T59.
O
MEN'S RO ;�M 00
N
-Egl-
io OUR
1/211 LID
W2-
0#11
gx=_n
in
RPK 1 11 I o o a _11' jo.-j- N -1
EMM Egg gad i
12.7 1 1 i 8!
j !fnh
IM' -0 1/2" K Uj -Ot�8 StT�JiI5
CASH"AP \�12.7
I L -w
Room w
:3 E
<* 16RE
0
D WN 0
MIN. ie 4 So: 56
M
MIN, 0 Z 11C 3
Al2.5 r - - - i r - - - - - - Z -K LU a,
TYP. !�t
TYP, TY?. T_ W 0 r, ��9:0,38
--1 0 11-
LAYOUT I x 9
A 15
!g w5t
LLI U.M
))2 if r_ I - <H6 _j 12 g 1-3
Q 0 _' !.� Ln ?= dc ip
t F 9 0. F.
nim. 1 2 211 1 -1 - -1 M
Y:sn 0341EG18TER CAIIIIIIIIII11110111' L__ _j L__L_J L - - - - - Mil 'R
N 0
Al2.5
Tyll. 0)
0 0
.0 �Srf C14 0
CABINET BAY 4 IL
CASHWRAP -) ! 191 SIM. 0
1a H r N
LO
11-M 314"
I � 13 i I I I,I
ILL
L
K L) w
A13.4 I
Al2.7 LU 0
L:; 0
0
T
Y- w
V40MEN'S Room j L) Z LLI
ONE < Uj
acct
ALIGN
WALLS -\� 6 0 411 011 1 LU U)
w I LU -
CIO
PLATFORM
K ILI-
q4r. 1 0
Al2.7 K Ch
4,-0 s'-q 1/2"
A T101. 0 Cn 09 La
!7C >4cpo
Al2.1 co W g_ _j
(�rL@ cAmNET CIO 0 LL_
CiL, Sim. LU 0. V 0
_T 0 L) Ld
2'
I . a 0 ta ILLI
MIN r - - - - - - - - - tn 1: 0.0
r - ----i r - - - t zo - Ix
4 CL
=) Z
14- x L)
3/4', 14 14 17777 14 1-+-1 .I� 1 �4- 14 144441 LLj 0 CL N Z Cr
LU (L ad
0
x0 -<M 000
0� Nmo 0wo
IL 000 maw
A LU
Al2.5 I3' -11 112" 5'-el 112" 2" 3'-10" REVISIONS:
TYID. YD'REOUIRED NY: DATE ✓
\ 04/91/
01 LANDIL"D COMMENTS m
II
7
4-ADJACENT TENANT [N.I.C.113
10
L0
to
L0
<
0 -0 00 INMATES Ni Rmi*N To THIS 2 E
0 ct)
E SHREMSHOCK
Grp.)
_C 4 M 0 Shremshock Architects, Inc.
_L
U�) -1 -
Gerald S. ShrernshocK Architect
cr, 6130 S. Sunbury Mid. Westerville, OH 43021
C:) (0 S1 t:6145454550 f:6145454565
CITY0C CD C: > E
-OUTI-1 A (D X
81JILDING, < co 0
6, �jo
STIvi c -ru. .0
NAI
"'P,90VEDRY.,
REFER TO K/Al2.1
FOR STUD SIZE
MATRIX
REFER TO G/A00.1
FOR DOOR SCHEDULE DATE ISSUED: 02/18/,111
it HARDWARE GROUP DESIGNED BY: MB
DRAWN BY: MDP
CHECKED BY: KMM
E CONSTRUCTION
co C CD j FLOOR PLAN
uj
LU
(n
DRAWING NUMBER:
KEY PLAN
1/4"c1'-0" A020 i
L.
Z
I Al�