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3-5/8" MET STUD iAINERAL SAFINf3
_ DIAGONAL BRACING _ - T`1=1
. - TO STRUCT ABOVE- -`•I
r ALTERNATE 0, 48"oc- = ROOF DECK- _I
. \ DO NOT ATTACH 5/8" GYP. BD., PTD. I
18 qa SUP ^�• j
. `� TO ROOF DECK . _--- ON 1 1/2" METAL'Z" TRACK w/4" �,-=1 \\ FURRING CHANNELS •1 LEGS-TYP
` 1 1 /2" RIGID BD.
irA B\ C T
I
\ G y
i _ 5/8" GYP BD CLG INSUL'N. PEP. SPECS.
l C� ON 6" MET STUDS
11 I
i 2'-oc-WHERE EXIST'G. EXT. WALL ,.:',
- _ OCCURRING SUSP ACT CLG OR f J
I I , + -- @ 3A PTD. GRlD ONLY
I ;. PER A4.3 &'A6.1 -
i.
SUSP ACT CLG. OR �;
t r /' EXISTING TRANSFORMER I PTD. GRID ONLY - r
i f �' (APPROX. LOCATION) PER A4.3 & A6.1 = _ _ " _ t"'
I I . -J 6 MET STUDS
I I ADJACENT BUILDING , ' r- ---- 1 - _ SUSP ACT CLG. OR x .
1 I I I I I I k 1 o I -" - PTD. GRlD ONLY a 24 oC ,
PER 6 i I •' • .6 �--� 3-5/8" MET .
i , E A4 3 & A
-----------1 .
I..
i- 7B I STUDS 24"oc 3 5/8" MET
- - -
.r :-.
r ,• 8" CYP 5 8" GYP BD to
r ram. � {. 5 BD
S ®24'oc
Z' IN . .rJ.i .i.
>. x: STUD
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riY
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T TO 4" G 0 ROOF CIC AB CL DE
0 t TO 6` A VE CLG OR
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EA SIDE AB EA SIDE - :r�'
�`� � I PER SHEET A4.3.
tl ,b��---1 I 7B _� �7113 r Lel I I EE Z
I O ;o
I, I' I I 1 92 -0 3/4 1 1 - 28 -0 1 4" rn a 5
I� I i - -- - I `.t > - '�! I1. 4 7/8" 5/8` GYP BD 7 1 /4" '�+`
I 7B I L3 t- `� I I i _ BATT INSULATION _ r
I; I I I I 1 PROVIDE CONTINUOUS LAYER OF 5/8" i' 5 1 I CONC. APRON' -SOUND BATTS - BATT INSUL ,c
i I I PEGBOARD ON 1X4' SEE SPECS _ R-19 `R,
I I PLYWOOD FROM FLOOR TO UNDERSIDE ¢ g '_4"-95'-3" I
_ -- ` ��,I
I / FOF ROOF DECK IN THE WALLS I I fIh 24 OC SEE A5.2 �X X 5 -0" I BASE AS
SEPARATING CIRCUIT CITY SPACES i L-�� 4.3 3 Y. - - _ '�
I b I _ SCHEDULED-TYP. ., �
I , I c ( BA E AS BASE A5
II I I M I I FROM LEASE/TENANT SPACES. $ 1 1 2 I SLOP DOW,?J 2' o SCHEDULED, TYP = SIGHED-TYP
1, ) '- / " 115 - -
j m,1t �I
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,i 5A ' S 16 EX f. `V,
I r 3
1AA fr4l I BOU ARD ; ❑ [2]
1-31
j
i; N I �+pA 2 ce- 2 _T 114i
t; �• I `° : i I in i i� i 4 A2.7 TYP.
11 �. I 1 F �i .i"J [�.. M I A I 1 p i I 5 7 1
r FF0 GYP BD &CLG
L, I / t0 1D _ i II 6 ! 1 A, 3A G1'P SD TO 4" AB CLG ONLY � f'i
1I \ I I T,PE 1A WALL TO 10'-6" AFF �.�'Q1 � I I I II 3 A5.2 1 ROON SIDE ONLY , r �;
Ij ' � ' I I I� 1 E i i 3A N I 4.3 1a, SLOP D CONIC. PLYWOOD IiJ LIEU OF - }�I
II I '� -- TAPE 5 RATED DEMISING WALL I VENDING I 27'-9 1 2" ,� - APR 1 I 1 C3 OMIT INSUL 3B GYP BD ON ONE SIDE-
; -- 1 TCi UNDERSIDE OF DECK i ,� *t MACHINES NIC 1-- -� -- -
n I _,: � I / / L1 00 � K � ( i i 0 DO 3" i0 I PLYWOOD IN LIEU OF GYP BD MET STUDS 16" OC t
I I / I METAL ELEC. / I L"O21 O I I I '- / 1 HR RA 2 I R
UNE SIDE 8 PLYWOOD BACKING 3C OMIT INSUL-GYP SD i ' ,
li r•'1�- r OUTLET PAN, TIP. 1A �' 1' 13` I 18'-6 5 8" 7 4' WALL I O 0 I BEHIND GYP BD -ONE SIDE 70 4" AB CLG ONLY S?
I -. I' SE ELEC. WGS. �° r - �95'-6` ,'t�, A3.L r . YrHERE INGICATED J
' -�- - - - 1 - - - - - - - - - PLYWD BACKING TO 4` PB. ;j
2 - I , ,,-r 7i - -- - --+�}- -- ,-^� T I CONC STAIR W PIPE. 9 ,_ _ I 1 _--__ I 1 i' -1 PLYWOOD BACKING BEHIND 3f� 4�]
, I _- -_ _-__ -__ -._ _ _- L - RAIL, PAINT P- i �5 3" ! GYP BD ONE SiDE, AS INDiCA.TED Ct G BEHIND GYP BD=ONE SIDE
t, -.
II ------ __ - -- 1D SEE 5/A2.7 3'-6" H P 95 -tT I
- _
_ IGUP,RD RAIL " N I S IN LIEU
2' O" SO CONC. PAMNG - 5 - 1D 3A - �I 1 E �E
t � 6 T S-U D
3 ^�_^_ _ i, { ; OF 5/8" STUDS
SE vi i 4jA2.1 , it :� I i I iNT FURRED WALL TO 9'-O" AFF I I I t--------__ -1\ I - -
----
TYP. AT EACH FORMER CANOPY - - - _-= I �- - - - - - - - - - - - - - �. .- �_-yam _ _.. _ � - - - - . - :PILCUOA - _ I _ �
- - - - - --t
COLUMN I OCATIGN I' 2 X 6 11FJ BL,G. PER A4,3. I �`�� > 3 1X4'S 24" 0 *N i
II I I �I 1 % RETURN YP. I - 1 I \ `\ SEE A5. 6-_-__-- �`
i, / i i BD. TO ALL Jr-4 \' ( i 100'-0' - ! i
15 4.3 1 18 I11 xl T I --- -- It ( • 1
` LIJ ; ; SIM. - - -I. _ 5 7 \� I 7 LADDER .0 OOF I I .,,
a A4.3 I - I TS-3 t 18 EE ET. 3 A, 7 41 1 HR RATED I I 1, II
I' % 1 ! A4.3 _o; A4.3 1 OJ I A5.1 6 ; --f_-_ .., ,
It ' - I i 4�J'-0 5/8" �. SIM. I -
�. - I te) i i 5A I'� WALL I i I 3 5/8" MET - I
SEAL JOINT BETWEEN BLDG 1! I I �I ' I 1 I l I - - --- '--------- __-_
I STUD BRACKETS 0, ___,- _ _ _
I y 1 48"oc-ATTACH ._-- .�------- 1 __ -- ------ -•.--. -- -- - --._ -1
& S!DEVIALI< V1A,TERTIGHTT cV a, �� i i 5' 1-1" I r C 6 x
Ii I ( I I 3 3 n ( I - I � TO WALL WITH 3/8"¢ .,
jI + j I ICLAR. 4 I 1 2 4 � ` I �`\ i I , HI I 1E 1A i i A2.7 .1 I ; ,X, EXP. ANCHORS ROOF OR PLR. DECK - I
1! - -- - --�. SF8 \�\ 10fi I i 1 8 1 r b 4" '-9' 2" 1 1' 4 2 �' '✓Ih SUSP. ACT CLG. __ MINERAL SAFiNG - ._
-7 I _I - _ _ -- ___ _ - _ _ _ - I - _ _ _ _ - _ _ _ - _ _ - - _ _ _ _ _ -
0.
'I _0
[ -
�� II + &� c�e� 11w�d�� I i ' S \ _- ( 3A I I \1��' - - ,8 GA SLIP TRAC -
II I I r* % 8" @ TYPES 4, 4A, 4C
!, �, ; I A5. \ _-__ _T--J `tl' I I I 2 i j8" E� TYr'E 4D A1JD 4G w/ 4" LEGS
4 103 �� _- - ---_- - - _ _ ___ =__ -_� __-_=__ - __= 10 I i �i3' iLi ! NEVr l.4ETaL STAIR t�/P!Pc 5" TYPE 4E
t1 ,rr- ��,- i- I O . 117 1 I _a 1 �' : 9 1 j8 TYPE 4F
I i o �' I I I RAH PAINT EP 1 NU
it 1 I. ' �/' 1 I _' m I T5-1 / �X, I I S S - 5 �$" 8 5 5 I 16 EXT,
I // EN�OR.. I - T E 5�8" GYP ED TU + + `J
I; / ,\ i 3 �/�/ u, I- � � \ > \ Y• PROVIDED AN { 8 � 7 4" � t� 1 U 1 ( 2.7 BOLLA� 5, TYP. I 4 A.B CLG + + .
l
CB-2 �i,' ________ _ --- � i `� I INSTALLED B 3 5 8" MET. STUDSjol '
II , I / I �� CHECKPOINT I i 119, ♦ r i VA E / r
II i rS. I r 1 �� 1 1 21 1 10 r 2 ` 1 �) TYPE AT 24 oc ,
I ,� \ I , �' �`\ (^� I rn II AT TYPES 4C AND 4F, PROVIDE WALL TiES 6" (20 GA) FONT iJET `j
it i /' Q` / ' Q s F ------�` iv I ; -FROM FAG* BRICK TO BACKUP STUD -ATTACH TO - �� '
I I / r " I �� 1 I, EVERY SECCND COURSE _ _ rye
II ,�/ I I ! I ,, �.� I I `� ` I 1 5 - HP EWC •t ; I OFSTEEL JOISTa
LINE OF NEW EIFS FASCIA i' II + I h \\\ ( i �� I 3 A4.3 1 116 c��� 9 _ I I I, NEW MAS. WALL (CMU OR BRICK AS SCHEDULED BELOW) -
WALL FRAMING-TYP
z ii �_1- �- I HAQEWAY\ `\\, 1 �,110 11 1 3 .. I I 3 5/8' MET STUD BRACKETS SEAL GYP BD AIRTIGHT f;j
LINE OF NEW P,LUC. FASCIA - 2 X 6 WD BLKG. PER A4..J. I i I I I----;
I 11 I I I I 1 \\I I \\ Ii I B-2 - JJ_ 1J_LLJ I I 26 -.0 �0, 24"oc-ATTACH TO / 'j
1 II 1 1Q1 � I i I _.._ _ c - .i
! I 11 I i 1 1 I i l COAT RACK I I l i WA!_C w/ 3/8"¢ EXP. ANCHOP,�L .11
I� t I I I I t I I i I I\ SUSP ACT CLG y
1 22'-1 1 4" t i 5'-0" T-8 1 /2"2 3 1 .2' 33'-8 3 4" 12'-0 3 4' I I I i I t `' 4D
iI fi - / --- ++- - -� / --�- ( I SF7 I I I ( V_ 23 P F (NIC) 't ' - j
II I 11 1 t I I t I I -� I R i f FOIL FACED BATT INSUL'N.1-1
I 1'-11 1/ .i✓<iaCi li 111 1 i I I I ► iI I 11/2" POLYISOCYANURATE INSUL'N. 0 4-D ,
1'- I LINE OF SOFFi Ii A5 I I I. I I I I I 1 3 Y 1 .
r� 1ci2 ABOVE I I 't I I I II I 22 1 i /1' _ c 6` MET STUDS SK
II I I t II I CB-2 - 1. i'F-BASE AS SCHEDULED, TYP i AT 24" oc �„1.
II .LJ ---- - - - - - - - - -- - - - - - - - -- .
d }- - - - - - - -- - t I - - i --/ i- - I i S I . , 5/8" TYPE X GYP BD
�� I• 11 I I II Ios I EA SIDE .a
' ( ' 1 122 1 3 .I I 1 ,'Saii%"�,
F'II I 3A SALE •` CONC FL h
t ' 1 A4.2 i ° i ��I I 132 =_ .. _ INFILL EXTERIOR WALLS 5/8" PLYWD BACKING (TO DECK ®LEASE ACE/
I I 11 I 1 I , 133 io ? CIIRCUIT CITY DEMISING WALL) -,+
i i I I' ! I I `I i ► E__
1 �i/,�11
I 1 _ (� CMU INFILL -. - BATT INSUL- - . !`-
II I I "/ I n I 1 1-5 3 i 7/8` L -`�� I 8'-5 5 a" I _ R-19 _ x
!I I t t I i , SF12 1 g . • PLC Y+rJ. IN LIEU h rI
EXISTING CONCRETE i -•- I i t I ( ''�' i .. O 4A OF G'(P BD INT. WALL SLATWALL (NiC)11 I ,
SIDEWALK TO REMAIN I I - - - -
C.ARPET 1 i UBB CARPET I �i 21 TS-i I 13 1 24 1 I
! I il �� 4B NO INTERIOR, WALL } HR FIRE SEPARATiOtJ '. ,� r
I I \. 5'-0 I _ _ _ _ _.. __.1 SECUR TY I _ ! i U.L. DESIGN N0: U425 •-
i I 22 11 I SENSOfS_TYP 2 X 6 wG BLKG
tI I I 4.3 II F.F.E.11' ' 1 e 16 PRUVIgED AND. PER A4.3. 16 �t 131 4G SAME AS TYPE 4 NGTH 4` NGM. FACE BRICY
/ I t f. 1 O � -" O (4 2. O l INSTAL ED Bl' Ag , 3 I ❑ TO MATCH ADJACENT A,ND 6" CMU BACKUP , a ,..
\ /'
Ii I TS-1 I . _ 19'-4 7 8" I -3 CHECK 0 3B i Y WITH ;� r j
INT CMU INFILL TO MATCH EX. l4AS THICKNESS
L -11 I I I m 1 !{� INTERIOR 1 1/2" MTL. FURRING CHANNELS WITH rJA OMIT PLYWOOD
CARPET RUBBE VCT 6 / BACKING do SLATWALL
I i 1 2 POLYISOCYA.NUP.ATE INSUL'N, AND 5/8" 0WB ` `
I 't EXISTING 27'x5o' : '
Ij I I I 2' �,11 1 4` TILE t �- 7 I OMIT PLYWOOD BACKING Ec w: f }
t 4,3 CONCRETE PAD
II ( I I 123 I 9'-6 1i � 1 ,1 a CMU INFILL TO MATCH EX. MAS. THICKNESS WITH F5B SLATWALL," 3-5/8" STUDS IN r
SALES AREA I v TO REMAIN 4E INTERIOR 3 5/8" STUD WALL AND GYP SIM TO TYPE 4 LIEU OF 6 STUDS
I) I l i 1 T5-4 c` I Z , r v
1 I I it I I tl mod• • I --- ---- Cif 4" NOM. FACE BRICY. VATH 2" CAVITY � r
I II - 12Qwaoimii o 4F OVER 1/2" EXTER. GYP. ON 6" MTL. STUDS & R-19 BATT iNSULN. -- ,J
1 _ I
APPLY BIT. DAMPROGFING TO EXT. GYP. P ,'
II ��O .� ��i/ I VERIFY EXACT LOCATION 16 J SAME AS 4D WITH EXT. FACE BRICK TO MATCH EX. "
I I _ /� �, . 1 OF THIS COUNTER W/ CCSi 14 0 4G _ `
/- I` ' i i ��/ _ . 11! _ _ _ _ _ _ -� i �/ _ _ _ _ _ _ _ _ STS DEPARTMENT _ _ _ _ U
i e 1 . 1 TS-1 I / , /� ,. , 1 D i� ^ ---
! I .0 13 16 - Q /J�\\
j i �� ��\ / // / / I A5,1 4, 3 112a � R f - - P�Riit�Otd ,. Nt3i�S i
1' I I `\ / t --1-- ,�i/ " 7 1 B U ce"1 'v ME i S IUD ✓ECURED 1. REFER TO PARTIAL PLA14S ON A4.1 & A4.2 AND SECTIONS ON A4.3 FOR
A4. li /` ` �, / \ 40 \ 1 `I I 4'-O x�/4" PLl'WD ON GYP BD TO BOTTOM OF ADDITIONAL PARTITION INFORMATION.
"I I X `�� ���C u, \ 101 /,� (ALL WALLS) 03'-O" AFF TO �0 14 i METAL DECK Wr SLIP CONN.
f 4/ 2. EXTEND MET STUDS A MINIMUV OF 6" ABOE FIN CLG AND PROVIDE LATERAL BRACING AS
i L------�- --��= ,'� ` -- _"__ _1_C _ -__ ---�- _ --___I-______ �� I j� /r PROVIDE KICKERS AS 1
�! 7'- 0" AFF FOR TELE. EQUIP REQUIRED. P,UN GYP BD A MIN OF 4' ABOVE FIN CLG OP, TO UNDERSIDE OF ►!ET DECK
I / \ - - I BACKBD & ANTENNA BACKBD i` ,' rREOUIRED WHEP.E NO CLG OCCURS, UNLESS OTHERWISE SHO%t ;j
A5.2 MANUF.
j, I I 13'-4 1 4 ' I I 1 E I C (TYP) . I /,' 3. ALL GYP BD TO BE 5/8' THICK UNLESS NOTED OTHERMISE. y
I t
- \C9 TS-1 _ ' '' - 4. ALL 6' MET STUDS SHALL BE 18 GAUGE MIN. LINO. ALL OTHER MET STUD GAUGES SHALT 'J
0- -1� - ��, � I I I < -D", $ -6" 4 - $ -6' 3 -D" BE AS RECOMMENDED BY MANUFACTURER FOR WALL HEIGHT.
t' i \T 1 i t CARPET VCT 1 i 2 X 6 WD BLKG. PER A4.3. -✓ EL ELS, L ; .,' , ;
tI_����'- I \ I P JELL, TYP
NEW CONC SIDEWALK; JTS ASI I!- A5'2 d- ' 5. ALL SALES AREA 3 5/8' AfET STUDS SHAH BE 20 GAUGE (UNO). ,I
SHOWN. ALIGN WITH ADJACENT] tI / �, 1 \ 124 I r1 EXTENT Or �� EXTENT �F # . DOCK SEA = . �-5/8" GYP BD TO
EXIST WALK AND SLOPE AWAYY' t ` 11 0 DET. 19 A4.3 DET. 16JA4.3 - I 17 i y FLOOR. DECK fi. PROVIDE SUP JOINT A7 ALL LOCATIONS WHERE METAL STUDS EXTEND TO THE DECK OR
I, \ I I I t JOISTS ABOVE. ATTACH TO BOTTOM FLUTES OF MET DECK ONLY. "
FROM BUILDING 1/4"/FTf I -� -&--- cv I '-6' t '-1 3 8` 3'-0" 1 t 64'-1. 3 4" I --- - 4'-I0" _ _ 22'_7 1 8" _- 7 8" - 2 1/� 3 4 1 ! r_
\ - , I , 29 -L � __ -- --- . / - -- -- - - I _ _ BUMPERS ; DO NOT PUNCTURE Ci? PENETRATE RIGID INSUL OR ROOF i�E7.f8RANE.
T 'S L 1 3-5/8" MET. STUDS, TYP.
�" � '� BF --_ - - 1 - - - - - - - - - - - _ - - - ` ` - _ - 0 7. USE WATER RESISTANT GYP. BD. IN. ALL TOILET AREAS - SEE SPECS.
- - � S 1 ATE-�St{'Uftli'r` - - I 4 7/8" I 91'-5 7 8" ' N EDGE OF R-11 FOIL -FACE BATT iNSUL'N.
I s �\, SE14SORS-TYP I _ - �---..-_._,_, _- ---- --- ----- ----- i 1/2" POLY!SOCYANUP,ATE TH Rw, =
IN - I � - !' � \ PROVIDED AND I � I - DOCK LE ER 8. ALL PLYwaoo BAcxtkG TO BE �/8' UNLESS NOTES 0 E SE
II `\ I :1 +'s'\ i ° I I I 19 1 ' I 6'-o,± INSUL'N. TYPE 7B
t i'.;` INSTALLED BY / v -'�' - S. ALL EXISTING EXTERIOR WALLS ARE TYPE 7B UNLESS NOTED OTHERMSE.
It I4 I I I _ _ _ _�D]- --- - -- X � -
A4 3 2 X 6 YrJ BLKG PER A4 3 4D (EXISTING)
r Ly i CHECKPOINT A4.3 EXISII G �'
1 8` e! TYPE 7 1011 :1. PROVIDE BASE OF WALL FLASHING AT ALL NEW EXTERIOR -INFILL WADS. L _ _
' A3.2 -��� _ _ 1 ;` I ' _ _ _ _ 1 A _ _ _ _ _ _ - _ _ - _ - . I 1 3 E R ED - ; . 5" TYPE 7A CAUIX AROUND ALL JUNCTIONS WSTH EXISTING, -
st I' ---- I I =_-' __________ _ ____t__-=I-- -_ I I I- B E S `+ .1
., , j A2 2 2 1 /8" TYPE 7B I
Ii `� , ! i I b 2 - 0 " 16 17 ,, , YI.11; ( NE AT. h1eT�S. _�,,__
II , I 1 t I . ✓ 1 I I 3 I "I S�LL 3'-6 OX\--i 00'- '' . . 1. ALL DIMENSIONS ARE FROM, .FACE OF EXIST. MAS. EXT _WALL- . _
L __ _ _ ? : I 2 I I F.F. TO FACE OF DRYWALL OR PLWD. BACKING U.N,O. `r •` -
i ► I �! A5.2 I 1 . ti'
t I ' ` II PROVIDE 5/8" PLYWD TO - X` " 2. ALL INTERIOR PLYWOOD TO BE 'ORICON" FIRE RETARDANT
;: sF4 I I r - 4 -O" AFF AT GYP BD PTN'S 100'_0 � �" 3 5 8" 20 GA. MET. STUD SUPPORT I
I O I I I 1 / ( ) TREATED CONFORMING AWPA STANDARDS C-27. ALL
.1�/ , ` 1 i T _� -- 1 IN WAREHOUSE AREAS EXPOSEC (EXISTING) ' _
ARDS C
II I -it �;;,11 Ixrl� ,, ,:� I S TO FORKLIFT TRAFFIC BRACKETS SECURED TO TRACK &STUDS OTHER LUMBER TO BE "DRICON" f1RE RETARDANT
, *)k I 11 I __ II h'�`� - __I I I ,� „ 1 +- 2'-0" O.C. WITH (2)i2 TEK S REVr 3. PROV!DETREATED9J LFMIOF �G4TOOUNTEDTTODWAREHOUcO.
lot II 126. C
�i SF5 I 3 I r CONT. 3 5/8" (20 GA.) MET. TRACK 1. �I
Fi ` i i FO YP. INT BOLLARD, SEE r WALLS AS DIRECTED 8Y CONSTRUCTION MANAGER. I
11
I I I "�' t i mi I I 1 I - R S - _ (0 MID l;GT.) SECURED TO CMU 0 4. PROVIDE 20 - 4'x8' SHEETS OF PEGBOARD MOUNTED •
I co I i -- 1 � 1 i DE 2/A2.7. TYP FOR BOLLA D EXISTING -
i I I I T I I I 1 ( ADD 1 I FA I G CLOSER THAN P,EC2'D BCX LARDS - 2'-0" OC W/ 3/8"4 EXP. ANCHORS ON ix.4's IN VARIOUS STORAGE AREAS AS DIRECTED
} I I SI=11 12$ r t` BY CCSI CONSTRUCTION MANAGER. ,1
`n I1 ' 3 127 I `=�1�1►� + ' I LO ; UTILITi' CO. CLEARANCE, TO REiJA1N BATT INSUL, (R-11), TYP, r _
US EMOVABLE BOLLARDS, �. PROVIDE HORIZONTAL MINI-QUNDS FOR SFS, SF6 & SF7 AND % a
2 " I 13fi - , �' BITUMINOUS DAMP- INSTALL ON SECURITY PLATFORM SIDE OF STOREFRONT (COLOR =-
I 139 I " r I sE ET. 4/A2.7 .
' rn _` I c I I. 9'-0` 7 1L4 i 26 -4 7 �, _ i PROOFING AT AREAS TO 8E 820 SOUtRREL GRAY), S PECIFICATiONS. j
-- - 6. SIGN .G GE.t:EpAL TiJD EMERG' . Yx FORAIATION, SUCH t
L I " I 9 -7 5 8 27'-0" W/ GYP BD
I \ _.. .i I -L_ CONCEALED
•------.--.- -
_�I _ - -- AS IDENTIFICATION OF TOILETS, E , HALL COMPLY WITH ALL
tXISTiNG MA ONRY 1NALL
------__-_-� �r _ _ 27 - _ _ _T FEDERAL (A.D.A.) 6c LOCAL CODES. ,
/. I �- _ - _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 7. SEE SHT A2.5 FOR TRANSITION STRIPS ( )
1 1.
8. G.C. SHALL PROVIDE INFILL AT ALL LOCATIONS WHERE DEPRESSED
� I ( I '.� 1 3 3
I SLABS BENEATH COOLER &FREEZERS ARE DEMOLISHED.
_t o �i _ REFER TO SHEETS D1.0 & D2.0 FOR LOCATIONS OF COOLERS &
NI ( II1. Vi 'toI O . 142 I I i MI CB-2 1 1 1 7B BASE AS SCHEDULED, TYP FREEZERS. REFER TO STRUCTURAL FOR SLAB INFILL - ]
I i i ! I iJOTE: SEE SHT. A2.?_ FCR DETAILS. PROVIDE UNIT PRICING PER CUBIC YARD FOR ADDITIONAL INFIU
CONC FL :
'oo II 13S � 3A i j i I EXTENT OF PEGBOARD ATTACHED I I WHICH WILL BE REOUIRED AT OTHER SLAB OPENINGS. SEE SHT. A1.0. .
1 1' I I I i�, ADD TO WAREHOUSE RACK;NG I
sa'
r II a, I 1 •d-I I I EXISTING EXTERIOR WALLS �----.- . ;.';
t I .
' - --- -
0 I II � 18 -5 1 8" - i PEGBD FROM 2'-0 AFF I .
I I I E
TYPICAL EXISTING TING EXT WALL �I
.t t ?• iO 6 -O' AFF ON 1r , - . I I I I I WITH NEW INTERIOR FItJ!Sti <
I,"- _
i II T rl. @ 24" OC, PAINT P-1 I I I 1 I j
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I iI I - I I EXISTING MASONRY WALi_ WITH '�
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TO REMAIN O I I I %G INTERIOR STUD V1ALL SIM TO TYPE 7 W/ 5" DIMENSION. ,
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' I I ---- -.-- __ INTERIOR DESIGN
' '_ _ ®..., .� �, a._ _ �, .,� _ . ___ 1 , i - . ISSUED AS SK-A2 2 CB-1 10/14/94 C H A R L 0 T TE S VI L L E , V A CONSULTING � I
I I I 1 1 ADD 1 - 9/2/94 GEORGE W• � -
T 3 I NOTE: - _ __ CONSTRUCTION SCHNEE
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F.F. ELEVATION ASSUMED AT REVIEW 100%/B 8/22/94 STORE DESIGN DEFT. VA o, 00 4
11 A3.1 1 FLOOR PLAN i I _
I I i00'-o''. SEE SITE GRADING giLCUIT CITY SPORES, INC. CIRCUIT CITY STORES, iNC. �� �t
1 PLP FOR ACTUAL ELEVATION REVIEW 99% 8/1/94 9950 MAYLAND DRIVE ek1"
1 /13 = 1 Oa
ABOVE SEA LEVEL. -- ' RIUMIi MUND, VIRGINIA II
ELEV. 100'-0" = 492'-U" REVIEW opJDCM)E R 5/30/94 A
2..=SION
I11 � I- � - ISSUE DATE DATE: 11/2/94 SClJ.L: AS INDICATED BY: DDMy4�n� . .