HomeMy WebLinkAbout10148592.pdfC =0 '111�11r-
CITY OF SANTA ANA
DEPARTMEN OF BUILDING E SAFETY
20 CIVIC CENTER PLAZA
SANTA ANA, CA. 92702
PHONE; 714-647-5857
CONTACT: Kf�T--iY HEPNANDEZ
r�l n.-
r r
CITY OF SANTA ANA FIFE DEPARTMENT
20 CIVIC CENTER PLAZA
SANTA ANA CA. 92702
PHONE: 714-647-5767
10M'M71'r1111=1,o111
OPANGE CO. OF
ENVII20NMENT4L HEALTH
1241 E. DYER 120AD
SANTA ANA, CA. 92705
PHONE: 714-433-6026
CONTACT: Hf�,,PPIETT
NOT TO SCALE
Architect:
C.Q.H.O.
195 SOUTH "C" ST., SUITE 200
TUST I N, CA. 92780
PHONF-: (714) 832-1834
FAX: (714) 832-1910
BUILDING CODE,
CALIFODNIA BUILDING CODE 2001
PLUMBING CODE=
CALIFODNIA PLUMBING CODE 2001
MECHANICAL CODE,
CALIFODNIA MECHANICAL CODE 2001
ELECTRICAL CODE,
CALIFOP NIA ELECTRICAL CODE 2001
FIRE CODE:
CALIFOI2NIA FIDE CODE 2001
OCCUPANCY
CLASSIFICATION: A3, B
CONSTRUCTION TYPE: �- N
OCCUPANT LOAD 99 A
SPPINKLEPS: NO
PLUMBING FIXTURES
WATER CLOSETS 2 FEMALE, 2 MALE
URINALS I (SUBSTITUTE FOR I W.C.)
LAVATORIES I FEMALE, I MALE
EXIT WIDTH
DINING - DOOR 131
DINING - DOOR 1*
KITCHEN - DOOR uI3
DINING - DOOP n17
36"
72"
42"
36"
5
SCR, A-
.... _�
.VN'N r
"NTA �
Structural EnalnEEr:
HTK STPUCTUk AL ENG I NEEQS
14288 DAN I EL.SON ST., SUITE 200
POWAY, CA, 92064-8819
PI --TONE- (858) 679-8989
CONTACT: QICHAQD HOQOWITZ
MuffniPernAt
is pd if a BurgiarAdarm
System, is inst9led. Pei-mr-it required
f FjjW Sig m- m Caff 647-5840
5200 BUF F I NGTON i2OAD
ATL.ANTA, GEOQG I A 30349-2998
PHONE: (404) 765-8000
FAX: (404) 684-8550
CONVE�ISIU`N
401 SAUUTH BPISTOL ST!
ANTA ANA, CA.
Items or
APPROVED
INT�1*,*f R7IT?71
T-1.1
TITLE SHEET
P-LI
PLUMBING SITE PLAN
SP-1
SITE PLAN
P-2,1
SCHEDULES, NOTES � DETAILS
P-3.1
WASTE E VENT PLUMBING PLAN
D-1.1
DEMOLITION FLOOD PLAN
P-4.1
WATER PLUMBING PLAN
D-1.2
DEMOLITION CEILING PLAN
P-5.1
GAS PLUMBING PLAN
A-I,l
FLOOD' PLAN
P-6.I
DETAILS E SCHEDULES
A42
FINISH SCHEDULE � LEGEND
P-7.1
HOOF PLUMBING PLAN
A-13
DOOR E HAPDWAPE SCHEDULES
P-8.I
WAST E VENT ISOMETPIC
AA4
FLOOD FINISH PLAN
P-9.1
W Jk t soME Tvtc- it-At,6
A-1,5
DEFLECTED CEILING PLAN
ES -I
ELECTP ICAL SITE PLAN
A-1.6
ACCESSIBILITY PLAN
E-1.1
LIGHTING PLAN
A-1.7
HOOF PLAN
E-1.2
FIXTUPE SCHEDULES
A-2.1
EXTEDIOP ELEVATIONS
E-2,1
POWER AND SYSTEM PLAN
A-2.2
EXTEPIQP ELEVATIONS
E-2,2
LARGE SCALE POS PLAN
A-3.1
BUILDING SECTIONS
E-3.1
ROOF ELECTRICAL PLAN
A-4.1
DETAILS
E-4.1
LARGE SCALE POWER PLAN
A-5.1
ENLARGED TOILET P00M
E-5.1
ELECTRICAL LEGEND AND SCHEDULE
PLAN E ELEVATIONS
E_6,1
SINGLE LINE DIAGRAM
A-5.2
INTEPIOP ELEVATIONS
E-6.2
PANEL SCHEDULES
A-5.3
INTEPIOD ELEVATIONS
E-6.3
TITLE 24 FORMS
A-5.4
INTEPIOP ELEVATIONS
E-7.1
ELECTRICAL SPECIFICATIONS
A-5.5
INTEPIOP ELEVATIONS
E-7.2
ELECTRICAL SPECIFICATIONS
A-5.6
INTERIOR ELEVATIONS
E-7.3
ELECTRICAL SPECIFICATIONS
S-1
STRUCTURAL NOTES
K-LI
EQUIPMENT PLAN
S-2
GENERAL STRUCTURAL DETAILS
K-2,1
EQUIPMENT SCHEDULE
S-3
SHEERWALL SCHEDULE E DETAILS
K-22
EQUIPMENT SCHEDULE
S-4
FOUNDATION E FPAMING PLAN
K-3.1
ELECTPICAL DOUGH -IN ELEVATIONS
S-5
STRUCTURAL DETAILS
K-3.2
ELECTRICAL DOUGH -IN ELEVATIONS
K-3.3
ELECTRICAL DOUGH -IN ELEVATIONS
K-3.4
ELECTRICAL DOUGH -IN ELEVATIONS
M-1.1
MECHANICAL FLOOR PLAN
K-4.I
PLUMBING DOUGH -IN ELEVATIONS
M-1,2
MECHANICAL POOF PLAN
M-2.1
HOOD DETAILS E SCHEDULES
M-3,1
HVAC DETAILS E SCHEDULES
M-4.1
MECHANICAL SPECIFICATIONS
M-5.1
COMPLIANCE FORMS
I. INFINITY EDGE TPIM o LOWER CEILING IS CUSTOM (LONG LEAD
TIME ITEM)
2. PERFORATED WOOD CEILING TILE
3, SPECIAL WA}NSCQAT FINISH IN DINING APEA. ARCHITECTURAL STRUCTURAL
ACCEPTED FOR CONSTRUCTION
FLOOD ZONE CERT
�i
Mechanical Engineer:
M.O. ENGINEER
6900 CANBY AVE. :a101
RESEDA, CA. 91335
P!-IONS (818) 344-2562
FAX (818) 344-2149
COCHQAN � ASSOCIATES
2080 N. TUST I N AVE. SUITE "A„
SANTA ANA, CA. 92705
P}-TONE (714) 836-9535
FAX: (714) 973-6255
�1111110=
CRY OF SANTA ANA
Electrical EnglneEr:
GLP ENGINEERING INC.
1751 E. GARRY AVENUE
SANTA ANA, CA. 92705
PHONE (949) 428-8800
SAX (949) 428-8805
Securlt&lNotes:
SWINGING DOOPS;
1. ALL PIN -TYPE HINGES WHICH 412E ACCESSIBLE FPOM
OUTSIDE THE SECURED AREA WHEN THE DOOP IS CLOSED
SHALL HAVE NON -REMOVABLE HINGE PINS, IN ADDITION, THEY
SHALL HAVE A MINIMUM 114` DIAMETEP STEEL JAMB STUD
WITH 114" MINIMUM PROJECTS UNLESS THE HINGES APE
SHAPED TO PPEVENT PEMOVAL OF THE DOOP IF THE HINGE
PINS ARE PEMOVED,
2. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE •
FOP PPOJECTING DEADBOLTS IN WOOD CONSTPUCTION
SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING
WITH SCREWS NOT LESS THAN 2-112" IN LENGTH.
I
3. DEADBOLTS SHALL CONTAIN HAPDENED INSEPTS.
4. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROWO f
AND AN EMBEDMENT OF NOT LESS THAN 518",
5. A HOOD SHAPED OR AN EXPANDING LUG DEADBOLT SHALL
PAVE A MINIMUM THROW OF 314".
6. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER
LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE
FACE OF THE DOOR OP IS OTHEPWISE ACCESSIBLE TO
GRIPPING TOOLS.
. Z-1\ Ire Department Notes:
1. FIDE DEPARTMENT INSPECTION PEQUIPED, SCHEDULE ALL
INSPECTIONS 72 HOURS IN ADVANCE BY CALLING
(714) 647-5700
2. PROVIDE 2A IOBC MINIMUM DATED FIFE EXTINGUISHERS TO
BE LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL
DISTANCE FPOM ALL AREAS. TRAVEL DISTANCE IS 30 FEET
IN AREAS HAVING FLAMMABLE LIQUIDS,
3. PROVIDE A 40BC MINIMUM FATED FIFE EXTINGUISHED IN
KITCHEN.
4. CHEMICAL EXTINGUISHING SYSTEM(S) SHALL BE INSTALLED
PEP N.F.P.A. STANDARD 96 AND 17A TO PPOTECT COOKING
EQUIPMENT AND EXHAUST SYSTEMS,
5. PLANS FOP THE FOLLOWING SYSTEMS SHALL BE SUBMITTED
(TPREE COPES) TO THE BUILDING DEPARTMENT FOP FIRE
DEPAPTMENT APPROVAL PPIOD TO INSTALLATION.
HOOD EXTINGUISHING SYSTEM, FIRE SPRINKLED SYSTEM,
UNDEPGPOUND FIFE LINE, FIFE SPRINKLER SYSTEM
MONITORING
6. STORAGE, DISPENSING, OD USE OF ANY FLAMMABLE ON
COMBUSTIBLE LIQUIDS, FLAMMABLE GASES E HAZAPDOUS
CHEMICALS SHALL COMPLY WITH U.F.C. REQUIREMENTS.
5200 Buffington Rd.
Atlanta Georgia,
30349--2998
Revisions:
Mark Date By
5/12/05
AGENCY REV.
Mark Date By
A
Mark Date By
r�
fft
Sr
�x
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
i <
STORE
'NTA ANA
3601 -South
Bristol Street
Santa Ana
California
SHEET TITLE
TITLE SHEET
DWG EDITION ..
REVISION
Job No. : 04-198
Store :1891
Date :3 24 05
Drawn By : J.R.
Checked By: '"-K.S.
Sheet
TAI
n
T- Y NOTES:
W
00
-`
o
Co
u1
2099.80' M. (2099.74' GRID)
(Basis of bearings UKIU)
VERY MAJOR JUNCTION ALONG OR
)UTE OF TRAVEL, THERE SHALL BE A
ZONAL SYMBOL OF ACCESSIBILITY,
5CTION TO ACCESSIBLE BUILDING
ID SHALL COMPLY WITH THE
SECTIONS 1117B.5 AND 1127B.3.
4ANGS A PEDESTRIAN'S WAY SHALL
BOVF THE WALKING SURFACE AS
OF THE OBSTRUCTION. CBC
qS A VEHICULAR WAY, AND THE
>EPARATED BY CURBS, RAILINGS OR
PEDESTRIAN AREAS AND
%RY BETWEEN THE AREAS SHALL BE
'ECTABLE WARNING WHICH IS 36
',BC SECTION 1133B.8.5.
;T APPROVAL. ONLY APPROVED
ECT, ACCESS COMPLIANCE (DSAIAC)
NG PRODUCTS AND DIRECTIONAL
> IN ACCORDANCE WITH CBC
1. REMOVE ALL EXISTING INTERIOR NON —LOAD BEARING PARTITIONS AS INDICATED ON
DEMOLITION PLAN. SEE REFLECTED CEILING DEMOLITION PLAN FOR ADDITIONAL NOTES.
2. REMOVE EXISTING DRIVE—THRU WINDOW,
3. CUT NEW OPENING IN EXISTING WALL AS NOTED.
4. REMOVE EXISTING EXTERIOR SIGNAGE. PATCH ALL HOLES. RE: EXTERIOR ELEVATIONS.
5. DO NOT REMOVE ANY PORTIONS OF EXISTING REMAINING WALLS WITHOUT PROVIDING
PROPER SHORING. EXECUTE ALL DEMOLITION WORK IN AN ORDERLY Z CAREFUL MANNER
AS REQUIRED TO ACCOMMODATE NEW WORK.
6. REMOVE ALL EXISTING EQUIPMENT, FURNITURE, MILLWORK FINISHES, MECHANICAL,
ELECTRICAL E PLUMBING EQUIPMENT INSIDE BUILDING THAT ARE NOT INDICATED TO BE
REUSED ON ARCHITECTURAL MECHANICAL E ELECTRICAL DRAWING � THAT WOULD
INTERFERE OR OBVIOUSLY BE INCONGRUENT TO THE PROPOSED CONSTRUCTION.
7. EXECUTE ALL CUTTING, REMOVAL AND DEMOLITION BY METHODS THAT WILL PREVENT
DAMAGE TO ADJACENT REMAINING CONSTRUCTION.
8. ALL REMOVAL e CAPPING OF EXISTING WATER, SEWER, GAS, ELECTRICAL E OTHER
UTILITY LINES SHALL BE COORDINATED WITH LOCAL UTILITY SERVICES.
9. REMOVAL OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT E FIXTURES
SHALL BE COORDINATED W/ MECHANICAL, ELECTRICAL E PLUMBING CONTRACTORS.
10. REMOVE INTERIOR WALL E FLOOR FINISHES AS REQUIRED FOR INSTALLATION OF NEW
FINISHES UNLESS INDICATED TO REMAIN ON ENCLOSED FLOOR PLAN
11. CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO SUITABLY SCREEN
DEMOLITION NOISE FROM PUBLIC VIEW E PROTECT THE PUBLIC'S SAFETY.
12. CONTRACTOR SHALL PROVIDE ANY BARRICADES, SUPPORT RAILINGS, FTC. AS REQUIRED
BY O.S.H.A. TO PROVIDE SAFE WORKING CONDITIONS,
Cr 9
i6 �J
WALLS TO REMAIN
39'-10 1 f 4"
mw
8'— 4 1 /2„
NEW OPENING FOR
NEW DRIVE —UP
WINDOW. RED AI.1
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WALLS, DOORS,
FIXTURES TO BE REMOVED
Ai memommommmum EXIST. BEARING WALLS TO
REMAIN
1/4"= 1'-0"
WALLS TO REMAIN
EXIST. ELEC. PANELS
RED ELEC. PLANS
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I I EXIST. MAIN SWITCHBOARD TO
(j REMAIN. RE: ELEC. PLANS
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5200 Buffington Rd.
Atlanta Georgia,
30349--2998
Revisions:
Mark Date By
5/12/05
-. AGENCY PEV.
Mark Date By
A
Mark Date By
SealSE
, M. t-,
t,`
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
DEMOLITION
FLUOR
PLAN
DWG EDITION ,.
REVISION
Jab No. : 04-198
Stare :1891
Date : 3 24 05
Drawn By J.R.
Checked By: E.S.
Sheet
0141
AVEXIST. LIGHTS a ENTRY
TO REMAIN
111
91
EXTERIOR CANOPY TO REMAIN
REMOVE ALL INTERIOR SOFFITS (U.N.O.)
LAY -IN CEILING, FXH. HOOD, LIGHT FIXTURES,
DUCT WORK, FTC. RE; ELECTRICAL Z
MECHANICAL PLANS
EXIST. SOLATUBES TO REMAIN.
.............. QE; AI.5
EXIST. MFZZ. FLOOR TO
REMAIN
. . . . . . . . . .
.................
........ ...... ...... .
-I-
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LJ4=4_u1 IL lI_ V_ J L J JJ I U I
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F_ __1 rI- ---I I + ............. ..... ...... ..............
FTT
��y
F_j -���--
g= -- \ _T
SHEARWALL E
STRUCT. BEAM
t J' �����'\ � �� _ _.I---�-- L_ _j��L_J I TO REMAIN
W-
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7
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AMA A A A A A AMA A
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@01 00 00 \x/ 00
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71 1 Vm Fz— I / N101 I
® s_.._ .__..._. ....... ....... ...... .... ....... ......
F
V
REMOVE MEZZ FLOOR
FRAMING
EXIST. F-XTER1012 WALL
SCONCES TO REMAIN
11! 11 11111 111�1 I � F0 AM'
I 1111�_
1/4"= 1'-0"
"A
EXIST. SOFFIT FRAMING TO
REMAIN. RE, AI,5
EXIST. SIGNAGE TO BE
REMOVED - TYR.
EXIST. LIGHTS o MAIN ENTRY TO
REMAIN
EXIST. LIGHT ® DELIVERY DOOR
TO REMAIN
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5/12/05
AGENCY REV.
Mark Date By
A
Mark Date By
'A' i,
D
AN,
_3
C -
Architecture Interior Plonning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
DEMOLITION
CEILING
PLAN
1DWG EDITION
REVISION
Job No. 04-198
Store :1891
Date VZ4 105
Drawn By J.R.
Checked By: E.S.
Sheet
DA.2
Se GENERAL TES:
1. DIMENSIONS ARE FROM THE FACE OF STUD TO FACE OF STUD
(UNLESS OTHERWISE NOTED).
2. ALL EXTERIOR WALLS ARE 2X6 WOOD STUDS (UNLESS OTHERWISE NOTED)
3. PROVIDE 5 II2" NIGH CONCRETE MILLWORK CURBS BY THE GENERAL
CONTRACTOR (RE: SHOP DRAWINGS FOR EXACT LOCATIONS � DIMENSIONS).
4. REFER TO INTERIOR ELEVATIONS FOR WALL BLOCKING WITHIN WALLS FOR
SHELVING, BRACKETS, GROUNDS, FIXTURES, ETC.
5. LIMITED COMBUSTIBLE CONSTRUCTION SHALL CONSIST OF 6" METAL STUDS
(COORDINATE GAUGE WI STRUCTURAL) VVI 5/8" TYPE "X" GYP. BD. ON THE
HOOD SIDE OF T14E WALL, LIMITED COMBUSTION CONSTRUCTION SHALL BE
USED WITHIN 18", 3EHIND E UNDER ALL HOODS.
LEGEND
}�
WALL
NEW 2X6 WOOD STUD
6.
PROVIDE 6" KRAFT FACED FIBERGLASS (R-19) BATT INSULATION AT ALL
TO 6" ABOVE FIN. .
NEW EXTERIOR WALLS.
NEW LOW WALL
7.
REFER TO INTERIOR ELEVATIONS FOR LOCATIONS AND TYPES OF CORNER //��
.�- �,.-.
GUARDS. U
NEW 6" METAL STUDS FLOOR
8.
PROVIDE 3 1I2" BATT INSULATION IN WALL BETWEEN KITCHEN f; DINING
TO ROOF SHEATHING.
RE GENERAL NOTES �*5
ROOM "A" i WOMEN RESTROOM � IN WALLS SEPARATING TOILET ROOMS
FROM DINING A
NEW 2X4 WOOD STUD WALL
9.
ALL FASTENERS, ANCHORS, CLIPS, STRAPS E ETC, WHICH ARE IN CONTACT
TO 6" ABOVE; FIN. CLG.
W/ COPPER BASED TREATED WOOD E APE LESS THAN 3I8" THICK SHALL BE
G185 COATED GALVANIZED, STAINLESS STEEL OR AN APPROVED EOUAL.
EXIST. WALLS TO REMAIN
EXIST. ALUM. STOREFRONT
SYSTEM WI DOUBLE PANE
MNSULATING GLASS, ALL
GLASS IS TEMPERED,
NOTE:
ALL FRAMING MEMBERS
SHALL BE o 16" O.C.
•4 t
STAINLESS STEEL
CORNER GUARDS
"MARLITE" FRP PA
(WHERE SHOWN)
y" GYPSUM BOARS
2X STUDS 016" O.C.
STAINLESS STEEL
END CAP GUARDS-
"MARLITE" FRP
PANELS
Y" GYPSUM BOARD -
CERAMIC WALL TILE
RE= FINISH SCHEDULE
2X STUDS e16" O.C.-
leiK07
t t
40'-7 1 /4" 7'-10 1 /2" 41'-6 1 /4"
39'-3" 1 C-2" 21'-9" 7'-10" 5'-411
2
3.1
I
I
FILL-IN OPENING Z FINISH WALL ;
TO MATCH EXIST. * EXTERIOR - ' DRIVE TH R U 3A1.1
RE. 31A5.2 �
LINE OF SOFFIT ABOVE--- 5A5.3 �i; i�t 1_ _ _ - - _.._ __ - _-._ - - .
f�
CONCRETE CURB
Lf------1 � �
3A5.2 l
� � - - - _„ , RED GENERAL NOTE tt3 LO
A
---------------------------------------------- 4
f
u_i_____ (0i
r ' 3AI.1 `e
{ r - - - -� SIM.
9�-; 3 1 /2" 19'-2" 10'-4" 1 '-4„ 7'-3 1 / „ t� r/ I 15'-2 1 /2" 10
DINING
LOW WALL
----- RE- 9A4.1
--- LOW WALL WITH PLANTERS BY
CLAYTON FIXTURES
{
�{ 2A5.4 ---- 2 -3 I ;�, KITCHEN
ORDER AREA �`! SERVING 5 1/2" CONCRETE CURB BY
GENERAL CONTRACTOR
I 0 WI SEAMLESS VINYL
FLOORING 6 BASE
Ln uy rd i r----
Lr)
NEW ELEC.I PANELS
RE: ELEC.-i--,
0
I w/N, U)
I 1 A5.5 Q z
I A5.4 LO I N � a
IOF ICE I EMPLOYEE
AREA W
I I u�
I
3A5.5
I I_._ _ 10A5.4 _ I
LLJ
c-- i i u1 1 ^
2A1.1 �J 4A#.#
� SIM.
„ I, AJY/EI*�' '-7 /2" l
1 -0 v
® 6A5.6
1 MOP SINK
i RE- 3AI.6
4AI.I
STAINLESS STEEL WALL
< N PANELS TO 60" AFF - -
0 REMOTE CO2 AND
i HELIUM FILL STATIONS-
__f
-CONDIMENT COUNTER Z
f ,� 3A N PROVIDE BATT 4AALI
`` �
LOW WALK BY CLAYTON
FIXTURES f cc� ` 8 .. ;� INSULATION THIS WALL
' f ; r ' RE-. NOTE u8 1
}L----
71 8A5,5 N3A5.6 � NEW METAL 3A5.6
t f "
~ i 2A� I.I LADDER TO MEZZ.
1 L---- ----- - - - - - - - - - - -
OI
', --- - 4A5,4 - L
' LO LO VESTIBULE `I
3A5.3 �10� f , � 1
SAFE SCREEN BY`. 'l.o1, i � r`� � 6A5.4�j !
CLAYTON FIXTURE8\* ' { ! WOMEN
Ln PO
PROVIDE BATT INSULAttQN
THIS WALL RE* NOTE u8 7 °
# r N
LOW WALL a f ~
RE: 9A4.1
f ENTRY ; co ME
i o , °y
8'-3"
'. 21 _- r�
5 I AINLC55 5 I E
END CAP GUAP
"MARLITE" FRP
PANELS
Yf2" GYPSUM 60)
2X STUDS 016" C
o'POND CAP
EXIST. SERVICE YARD
CLEAN E RE -PAINT AS NEEDED
RE' SP-#
1
A3.1
--------------- --- - - - - - - - - - - - - -- STATISTICS:
- STATISTICS:
SQUARE FOOTAGE BREAKDOWN*
DINING 1205 SO. FT.
ORDER AREA 389 SO. FT.
KITCHEN/SERVICE 1,313 SO. FT.
RESTROOMS 286 SO. FT,
MISCELLANEOUS 154 SO. FT,
TOTAL BLDG. AERA 3,534 SO. FT,
2
3.1
42'-10 1 /2" 6'-1 1 /2" 13'-7" 10'-2 1 /2" 14'-2 1 /2"
CRITICAL DIMENSION a .
9o'-0"
FLOOR PLAN
1/ 4"= 1'-0"
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5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5tl2f05
AGENCY REV.
Mark Date By
A
Mark Date By
S��i t
°0�
�.
i� ITj
,:
}
❑ o11L n O
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
n
'Ile
�s
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
FLOOR PLAN
DWG EDITION .,
REVISION ..
Job No.. :04-198
Store :1891
Date r 3 24 05
Drawn By J.R.
Checked By: E.S.
Sheet
AA1
NEW ELEC.I PANELS
RE: ELEC.-i--,
0
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I 1 A5.5 Q z
I A5.4 LO I N � a
IOF ICE I EMPLOYEE
AREA W
I I u�
I
3A5.5
I I_._ _ 10A5.4 _ I
LLJ
c-- i i u1 1 ^
2A1.1 �J 4A#.#
� SIM.
„ I, AJY/EI*�' '-7 /2" l
1 -0 v
® 6A5.6
1 MOP SINK
i RE- 3AI.6
4AI.I
STAINLESS STEEL WALL
< N PANELS TO 60" AFF - -
0 REMOTE CO2 AND
i HELIUM FILL STATIONS-
__f
-CONDIMENT COUNTER Z
f ,� 3A N PROVIDE BATT 4AALI
`` �
LOW WALK BY CLAYTON
FIXTURES f cc� ` 8 .. ;� INSULATION THIS WALL
' f ; r ' RE-. NOTE u8 1
}L----
71 8A5,5 N3A5.6 � NEW METAL 3A5.6
t f "
~ i 2A� I.I LADDER TO MEZZ.
1 L---- ----- - - - - - - - - - - -
OI
', --- - 4A5,4 - L
' LO LO VESTIBULE `I
3A5.3 �10� f , � 1
SAFE SCREEN BY`. 'l.o1, i � r`� � 6A5.4�j !
CLAYTON FIXTURE8\* ' { ! WOMEN
Ln PO
PROVIDE BATT INSULAttQN
THIS WALL RE* NOTE u8 7 °
# r N
LOW WALL a f ~
RE: 9A4.1
f ENTRY ; co ME
i o , °y
8'-3"
'. 21 _- r�
5 I AINLC55 5 I E
END CAP GUAP
"MARLITE" FRP
PANELS
Yf2" GYPSUM 60)
2X STUDS 016" C
o'POND CAP
EXIST. SERVICE YARD
CLEAN E RE -PAINT AS NEEDED
RE' SP-#
1
A3.1
--------------- --- - - - - - - - - - - - - -- STATISTICS:
- STATISTICS:
SQUARE FOOTAGE BREAKDOWN*
DINING 1205 SO. FT.
ORDER AREA 389 SO. FT.
KITCHEN/SERVICE 1,313 SO. FT.
RESTROOMS 286 SO. FT,
MISCELLANEOUS 154 SO. FT,
TOTAL BLDG. AERA 3,534 SO. FT,
2
3.1
42'-10 1 /2" 6'-1 1 /2" 13'-7" 10'-2 1 /2" 14'-2 1 /2"
CRITICAL DIMENSION a .
9o'-0"
FLOOR PLAN
1/ 4"= 1'-0"
(0
i
00
9
z
0
V)
N `z
0 Lj
N
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F-
ry
U
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0
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5tl2f05
AGENCY REV.
Mark Date By
A
Mark Date By
S��i t
°0�
�.
i� ITj
,:
}
❑ o11L n O
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
n
'Ile
�s
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
FLOOR PLAN
DWG EDITION .,
REVISION ..
Job No.. :04-198
Store :1891
Date r 3 24 05
Drawn By J.R.
Checked By: E.S.
Sheet
AA1
FINISH SCHE ULE LEGEND
SEAMLESS VINYL FLOORING (SVF)
SEAMLESS VINYL FLOOR BASE
PROTECT -ALL SHEET FLOORING,
PROTECT -ALL 6" HIGH INTEGRAL
COLOR: DARK GREY
COVED BASE
FLOOR TEEXTURE SIDE UP
RE, 4AI.8
SEE NOTE #12
CERAMIC TILE BASE #I (CTB #I)
CERAMIC TILE BASE #2 (CTB #2.)
CERAMIC TILE #I (CT #I)
DINING ROOM TILE GROUT
DAL TILE, TERRA ANTIQUA
DAL TILE, TERRA ANTIQUA
DAL TILE, TERRA ANTIQUA
TEC, SANDED
SERIES, 6XI2 WITH COVE BASE
SERIES, 6XI2 WITH COVE BASE
SERIES, 12X 12
COLOR - =941 RAVEN
AND BULLNOSE
AND BULLNOSE
COLOR - #TA-01 "ORO"
*SEE NOTE #2
COLOR - #TA-Oi "ORO"
COLOR - #TA-01 "ORO"
-SEE NOTE #4 8 #10
*SEE NOTE #4, #10
-SEE NOTE #4, 410 � tt11
CERAMIC TILE #I
CERAMIC TILE #2
CERAMIC TILE #3
WALL TILE GROUT
MARLITE WAINSCOAT
DkL TILE, TERRA ANTIQUA
DAL TILE:, DMI VERMILLION,
DAL TILE, DMI VERMILLION,
TEC SANDED
WOODGRAIN COLLECTION PLK
SERIES, 6X6
4 1/4 X 4 1/4 TILE
6X6 BULLNOSE TILE
COLOR - tt929 CHARCOAL GRAY
925-S4 AUTUMN CHERRY WITH
WALLS COLOR - #TA-01 "0120"
COLOR - VERMILLION RED
COLOR - VERMILLION RED
*SEE NOTE tt2
ALUM. TRIMS
*SEE NOTE; tt4, tt9 E =10
*SEE NOTE: tt4
*SEE NOTE tt4
PAINT #1
PAINT #2
PAINT #3
PAINT #4
PAINT #5 - METAL
SI-IERWiN WILLIAMS, USW6114
SHERWIN WILLIAMS, #SW6116
SHERWIN WILLIAMS, VSW6144
SHERWIN WILLIAMS
SHERWIN WILLIAMS, DARK
"EIAGEEL"
"TATAMI TAN"
'DAPPER TAN"
METALATEEX, #642R38
BRONZE BRONZETONE #504 -
EDGSHELL ON DOORS, DOOR
LITEX TEXTURE ON WALLS
EGGSHELL FINISH ON DOOR
'SAFETY REED"
tt654T104 - INDUSTRIAL ENAMEL
F12AMES E CEILINGS
EGGSHELL ON CEILING
FRAMES
SEMI -GLOSS
ULTRADEEP BASE (PRIME W/
*,3EEw NOTE ttl
RE= 6A1.2
LITEX TEXTURE ON WALLS
PREP -RITE BONDING PRIMER
PE- 6AI.2 *SEE NOTE #I
VB51W50)
PAINT #6
PAINT #7
FRP
ROLLER SHADE
PLASTIC LAMINATE #I
SAEERWIN WILLIAMS, USW7013
SHERWIN WILLIAMS, ttSW6103
MARLITE P-198 BRIGHT WHITE
PHIFER SHEEERWEAVE, V19
WILSONART, 4738-60
"1VORY LACE"
"TEA CHEST"
*0.90 THICKNESS
HARVEST WHEAT
OCHRE ROLETTA
EGGSHELL FINISH ON DOOR
EGGSHELL FINISH
SEE NOTE tt8
*SEE INTERIOR ELEVATIONS
FRAMES AND CEILINGS
SEE NOTE U13
PIE.- 6AI.2
-SEE NOTE ttI
C ILING TILE #1
CEILING TILE #2
CEILING TILE #3
PAINT #2
PAINT #6
CEILINGS AQMSTRONG WORLD INDUSTRIES,
ARMSTRONG WORLD INDUSTRIES,
Al2MSTRONG WORLD INDUSTRIES,
SHERWIN WILLIAMS, #SW6116
"TATAMI
SHERWIN WILLIAMS, USW7013
"IVORY
WHITE W1 WHITE GRID 24" X 24"
WHITE W/ WHITE GRID 24" X 24"
WHITE W/ WHITE GRID 24" X 24"
TAN" (EGGSHELL
LACE" (EGGSHELL
VINYL ROCK
CORTEGA tt704 ANGLED TEGULAR
CORTEGA tt704 ANGLED TEGULAR
FINISH)
FINISH)
EDGE W1 INFINITY EDGE TRIM BY
EDGE
RE. 6AI.2
RE: 6AI.2
CHICAGO METALLIC -
PREFINISHED TO MATCH PAINT tt3
*SEE NOTE tt5
P1.!RFORATED WOOD CEILING TILE
Al2MSTRONG WOODWORKS
TEEGULAR TILE tt6817
RECONSTITUTED CHERRY VENEER
24X24X3/4" TILE WITH 9/16"
SUPRAFINE X6 EXPOSED TEE
SYSTEM COLOR ADOVE (AD)
SOLID SURFACE #1
SOLID SURFACE #2
SOLID SURFACE #3
SOLID 1/2" GIBRALTAR QUARRY
1/2" GIBRALTAR QUARRY MELANGE
1/2" GIBRALTAR MIDNIGHT
SURFACE MELANGE WITH FROSTED WHITE
(PROVIDED BY CLAYTON
MELANGE (PROVIDED BY
BOWL (PROVIDED BY CLAYTON
FIXTURES)
CLAYTON FIXTURES)
FIXTURES) - TOILET ROOMS
qmQ�jr
THE PAINTING CONTRACTOR SHALL PAINT THE DOOR FRAMES USING A BRUSH COAT FOR THE FIRST COAT AND A ROLLER COAT AS THE FINISH COAT.
2. 1 ALL CERAMIC TILE SHALL HAVE 3/16" WIDE GROUT JOINTS,
3. PROVIDE 12" WIDE BAND OF � MOISTURE RESISTANT GYPSUM BOARD AT BASE OF ALL WALLS IN KITCHEN. RE. INTERIOR ELEVATIONS
GYPSUM BOARD SHALL BE "DUROROCK" BY U.S. GYPSUM OR "DENSE -SHIELD" BY GEORGIA PACIFICANS ® 1-800-433-7293.
4. 1 CERAMIC TILE - NATIONAL ACCOUNT - DAL TILE - CONTACT: KRISTY TAMPA e (404) 872-1930
5. ! INFINITY CEILING TRIM - NATIONAL ACCOUNT - CHICAGO METALLIC - CONTACT., PON SCHWEwITZErR 1-800-323-7164 SXT. 4592
6. CERAMIC TILE OUTSIDE CORNERS AT DINING, PROVIDE 5/16" QUARTER ROUND TRIM STRIP # 347 5073 08025 BY BLANKS, COLOR CARAMEL, CONTACT
FOR BLANKS: CATHERINE PETTY 1-800-787-5055.
7. NOT USED
8. MARLITE - CONTACT- CHERYL COCHRAN a (404) 496-1234 (PRIMARY)
BARBARA PETERS ® (800) 241-7533 (SECONDARY)
MICHAEL HAVRILLA (404) 691-1234 (THIRD)
9. ,ADJUST TOP OF TILE HEIGHT AS REQUIRED TO INSTALL FULL WALL TILES.
10. 'NHEN USING TERRA ANTICA TILE, PULL FROM MULTIPLE BOXES TO ENSURE PROPER COLOR VARIATION.
II. CUT BULLNOSE OFF TO APPLY IN RESTROOMS.
12. PROTECT -ALL FLOORING IS AVAILABLE FROM OSCODA PLASTICS, INC. 1-800-544-9538 WWW.OSCODAPLASTICS.COM AND SHALL BE INSTALLED BY A
tDirRTIFlFD INSTALLER. FLOORING INSTALLER TO PROVIDE 2" 16 GA. STAINLESS STEEL RINGS AROUND FLOOR DRAINS F; CLEAN OUTS. FLOAT THE FLOOR WITH A
2 PART THIN SETT AT ANY SLAB DEPRESSION TO AVOID PONDING, FOLLOW MANUFACTURERS WRITTEN INSTRUCTIONS. INSTALL FLOOR TEXTURE SIDE UP
(UPSIDE DOWN) UNLESS PEQUIRED BY LOCAL HEALTH CODES. G.C. SHALL PROVIDE A 5 YEAR MATERIAL E INSTALLATION WARRANTY THAT COVF12S ALL
ASPECTS OF THE PROTECT ALL FLOORING INCLUDING BASE, DRAIN DETAILS E SEALANT.
13. WINDOW INTERIORS - CONTACT= LAURA STEWA12T o (404)-539-1303. EMAIL, LSTEEWART*WINDOWINTERIORS.COM
14. 12ESEARCH REPORT NUMBER FOR SUSPENDED CEILING IS "ICBO ER 5173"
I
ROM FINISH SCHEDULE
ROOM NAME
FLOO12
BASE
WALLS
CEILING
REMARKS
FRONT
BACK
SIDE
DRIVE-THRU
SIDE
EMERY "A7
ENTRY
CERAMIC TILE
#I
CERAMIC TILE
BASE #1
PAINT tt2
PAINT tt2
PAINT tt2
PAINT tt2
PAINT tt6
DINING
CERAMIC TILE
#1
CERAMIC TILE:
BASE#i
PAINT tt3
PAINT #3
PAINT tt2
PAINT tt2
SOFFITS
CEILING TILE tt2
RE; AI,5
ORDER AREA
CERAMIC TILE:
#I
CERAMIC TILE
BASE #1
-
C.T. #I, E #2
PAINT #2
-
CEILING TILE #2
SERVING
SVF
SVFB
-
G.T. #I, E #2
C.T. #I, E #2
-
CEILING TILE; #I
PE- NOTE; #3 THIS SHEET
DRIVE THRU
SVF
SVFB
FRP
C.T. ttI, E tt2
G.T. ttI
FRP
CEILING TILE #I
RE., NOTE:* THIS SHEET
KITCHEN
SVF
SVFB
FRP
STAINLESS
STEEL
FRP
FRP £
STAINLESS
STEEL
FRP
CEILING TILE! ttI
PE; NOTE:* THIS SHEET
OFFICE
SVF
SVFB
FRP
FRP
FRP
FRP
CEILING TILE" ttI
EMPLOYEE AREA
SVF
SVFB
FRP
FRP
FRP
FRP
CEILING TILE 131
COOLER
SVF
SVFB
-
-
-
-
-
FREEZER
VESTIBULE
CERAMIC TILE
ttl
CERAMIC TILE
BASE ttl
PAINT tt2
PAINT tt2
PAINT tt2
PAINT tt2
CEILING TILE tt3
MEN
CERAMIC TILE
ttI
CERAMIC TILE
BASE tt2
C,T. #I Z #3
PAINT tt2
ABOVE
C.T. #I Ei #3
PAINT 1*2
ABOVE
G.T. #I is 43
PAINT tt2
ABOVE
C.T, ttI E" tt3
PAINT tt2
ABOVE
PAINT tt2
PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON
ALL WALLS. 125 NOTE tt3 FOR PRODUCTS
WOMEN
CERAMIC TILE
#1
CERAMIC TILE
BASE #2
C.T. ttI � tt3
PAINT tt2
ABOVE
C,T• ttI is #3
PAINT tt2
ABOVE
C.T. ttl Z tt3
PAINT tt2
ABOVE
C.T. tt1 E tt3
PAINT tt2
ABOVE
PAINT #2
PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON
ALL WALLS, RE. NOTE tt3 FOR PRODUCTS
MECHANICAL
SVF
SVFB
-
FRP
FRP
FRP
CEILING TILE #I
£►
PAINT SPECIFICATIONS
1.1
THE WORK WILL CONSIST OF ALL PREPARATION, PAINTING, FINISHING WORK, CLEAN UP AND RELATED ITEMS NECESSARY TO COMPLETE" WORK DESCRIBED IN THESE:
SPECIFICATIONS.
1.2
KEEP SURFACES DUST, DIRT AND DEBRIS FREE BEFORE AND DURING PAINTING,
1.3
NORMAL SAFETY AND "WET PAINT" SIGNS, NECESSARY LIGHTING, ETC. SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH OSHA REQUIREMENTS WHILE THE WORK IS IN
PROGRESS.
2.1
PRIME BARE DRYWALL WITH SHERWIN-WILLIAMS PREPRITE 200 INTERIOR LATEX PRIMER 6280/200, USING BRUSH, ROLLER OR AIRLESS SPRAY APPLICATION ® 200 PSI PRESSURE
WITH A .017" TIP. ALLOW 4 HOURS DRYING TIME.
2.2
APPLY LITEX MIL-KIL BASE PAINT tt 4765 - COLOR TO MATCH WALL COLOR - AS THE BASE COAT USING BRUSH, ROLLER OR AIRLESS SPRAY APPLICATION ® 200 PSI PRESSURE
WITH A ,017" TIP, ALLOW 4 HOURS DRYING TIME BEFORE APPLYING A TEXTURE COAT. THIS PRODUCT SHOULD BE APPLIED AT A SPREAD RATE OF 300 SO. FT. PER GALLON.
2.3
APPLY LITEX COMMERCIAL TEXTURE FINE tt2015 - COLOR TO MATCH WALL COLOR - IN A SPLATTER PATTERN USING HOPPER GUN OR TEXTURE SPRAY EQUIPMENT. THE SIZE OF
THE SPLATTER CAN BE ADJUSTED BY ADJUSTING THE ATOMIZING AIR ON THE SPRAY EQUIPMENT,
2.4
KNOCK DOWN PEAKS OF SPLATTERS BY DRAGGING A TROWEL ACROSS THE SPLATTER SURFACE. AS TROWEL PRESSURE INCREASES THE TEXTURE PROFILE WILL BECOME
SHALLOWER, SEE SAMPLES PROVIDED BY CHICK-FIL-A. ALLOW 6 HOURS DRY TIME AFTER KNOCK DOWN AND BEFORE APPLYING TOP COAT.
2.5
TOP COAT THE ENTIRE SYSTEM USING SHERWIN-WILLIAMS EVERCLEAN INTERIOR LATEX SATIN A97 SERIES - COLOR TO MATCH WALL COLOR - USING BRUSH, ROLLER WITH A 1/2"
NAP SOFT WOVEN ROLLER COVER, OR AIRLESS SPRAY APPLICATION a 200 PSI PRESSURE WITH A .015 -.019 TIP. WHEN BRUSHING OR ROLLING, MAKE SURE FULL COVERAGE IS
ACHIEVED IN BOTH THE HIGH AND LOW AREAS OF THE TEXTURE PROFILE.
COTES - I. ALL PRODUCTS SPECIFIED ABOVE, WITH THE EXCEPTION OF THE PRE=PRITE 200 LATEX PRIMER, MUST BE TINTED TO THE COLOR SPECIFIED BEFORE APPLICATION.
CCITACTt STEVE KRUEGER WITH SHERWIN WILLIAMS - 678-261-6864 FOR TINTING PROCEDURES.
,DIY,+ "u
r r;
5200 Buffington Rd,
Atlanta Georgia,
30349--2998
Revisions:
Mark Date By
Q 2-19-05
PER TRENT
Mark Date By
5/12/05
I ' \ AGENCY REV.
Mark Date By
h,
,
�y
X
4
C q Q q 0
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
q
STORE
SANTA ANA
3601 South
Bristol Street
Santo Ana
California
SHEET TITLE
FINISH
SCHEDULE
DWG EDITION ..
REVISION
Job No, - 04-198
Store :1891
Date :3 24 05
Drawn By : J.R.
Checked By: E.S.
Sheet
A42
HARDWARE SCHF.DULIE
SET
OTY,
ITEM
MANUFACTURER
MODEL NUMBER
i
DOOR PUSH/PULL
YKK
H-1141
!
THUMB TURN CYLINDER
YKK
P-4204
1
I
DOOR CLOSER
LCN CLOSERS
tt4041
I SET
O/S PIVOTS
YKK
BRONZE
I
THRESHOLD
YKK
H-8107
1
DOOR SWEEP
YKK
P-7101
i
FLOOR STOP
YKK
NOTES: I. PROVIDE CYLINDER BLANKS FOR DOOR #3
:2, DOUBLE QUANTITIES FOR DOORS #2 #3
.3. PROVIDE PANIC HARDWARE FOR DOOR #17
4. PROVIDE SIGN o DOOR #2 "THIS DOOR TO REMAIN
UNLOCKED DURING BUSSINESS HOURS.
1 1/2
HINGES (PAIR)
MCKINNEY MFG.
T4A3786 X 4Y2 X 4Y2 X US26D X NRP
I
SURFACE PIVOT
MARKAR PRODUCTS
1923F2C X RH
I
EXIT DEVICE
VON DUPRIN
99NL X ALUM X 48"
1
CYLINDER
SARGENT
34 X US26D
i
DOOR PULL
BUILDERS BRASSWORKS
2901 X US32D X TB (NO PLATE)
I
DOOR CLOSER
LCN CLOSERS
411{N HCUSH X ALUM X TB X PH
I
ARMOR PLATE
BUILDERS BRASSWORKS
37 X 40" X 34" X US32D X SMS
2
I
THRESHOLD
NATIONAL GUARD
425 X 48"
I
DOOR SWEEP
NATIONAL GUARD
20ON X 48"
1 SET
WEATHERSTRIPPING
NATIONAL GUARD
160 X I / 48"- 2 / 84"
3
SILENCERS
BUILDERS BRASSWORKS
W07
1
SECURITY WINDOW
A E J MANUFACTURING
#VGLF OG 3"X 3" (INCLUDES MTL. FLAP)
1 1/2
HINGES (PAIR)
MCKINNEY MFG.
TA2714 X 4Y2 X 4Y X US26D
I
PUSH PLATE
BUILDERS BRASSWORKS
47 X 6" X 16" X US32D
I
PULL PLATE
BUILDERS BRASSWORKS
47 X 2901 4" X 16" US32D
3
1
DOOR CLOSER
LCN CLOSERS
411IN CUSH X ALUM X TB X I/RH I/LH
3
SILENCERS
BUILDERS BRASSWORKS
W07
I
FLOOR STOP
BUILDERS BRASSWORKS
8063NX X US26D
CONT.
HINGES
TEMKO
CMF83 HD X ALUM.X TEK
I
EXIT DEVICE
VON DUPRIN
22NL X 2SP28 X 48 (NON DOGGING)
4
1
DOOR CLOSER
LCN CLOSERS
4111N HCUSH X ALUM X TB X RP
I
CYLINDER
SARGENT
34 X US26D
3
SILENCER
ROCKWOOD
608
5
1
FLOOR STOP
BUILDERS BRASSWORKS
F121 X US26D
I i/2
HINGES (PAIR)
MCKINNEY MFG.
TA2714 X 4Y2 X 4Y X US26D
!
LOCKSET
SARGENT
28-10GO5 X LL X US26D
I
DOOR CLOSER
LCN CLOSERS
4111 EDA X ALUM X TB X LH
6
2
ARMOR PLATE
BUILDERS BRASSWORKS
37" X 1/8" X 34" X US32D
I
THRESHOLD
NATIONAL GUARD
211 X 36"
1
KICKDOWN HOLDER
BUILDERS BRASSWORKS
871 X US26D
3
SILENCERS
BUILDERS BRASSWORKS
W07
1 1/2
HINGES (PAIR)
MCKINNEY MFG,
TA2714 X 4Y X 4Y X US26D X NRP
I
SURFACE PIVOT
MARKAR PRODUCTS
1923F2C X PH
I
LOCKSET
SARGENT
28-10G04 X USIO
I
LOCK GUARD
PRECISION HARDWARE
#1625NL X US32D, STAINLESS STEEL
7
1
THRESHOLD
NATIONAL GUARD
425 X 48"
1
DOOR SWEEP
NATIONAL GUARD
20ON X 48"
I SET
WEATHERSTRIPPING
NATIONAL GUARD
160 X I / 48"- 2 / 84"
1
DRIP CAP
NATIONAL GUARD
16A X 52"
3
SILENCERS
BUILDERS BRASSWORKS
W07
I
D0012 CLOSER
LCN CLOSERS
411IN HCUSH X ALUM X TB X RH
1
DOOR CLOSER
LCN CLOSERS
#4041
I
TOE GUARD
NATIONAL GUARD
14PKB X 36"
8
2
DOOR PUSH/PULL
YKK
H-1141
I
FLOOR STOP
YKK
2
HINGE GUARD
YKK
1-LCN U700 (PUSH SIDE) E I-LCN 4750 (PULL SIDE)
1 1/2
HINGES (PAIR)
YKK
BRONZE (BUTT)
1 1/2
HINGES (PAIR)
MCKINNEY MFG.
T4A3786 X 4Y X 4Y X US26D X NRP
9
{
SURFACE PIVOT
MARKAR PRODUCTS
1923F2C X PH
I
EXIT DEVICE
VON DUPRIN
99NL X ALUM X 48"
1
CYLINDER
SARGENT
34 X US26D
I
DOOR CLOSER
LCN CLOSERS
4111N HCUSH X ALUM X TB X RH
!
THRESHOLD
NATIONAL GUARD
425 X 48"
1
DOOR SWEEP
NATIONAL GUARD
20ON X 48"
1 SET
WEATHERSTRIPPING
NATIONAL GUARD
160 X 1 / 48"- 2 / 84"
3
SILENCERS
BUILDERS BRASSWORKS
W07
I
DRIP CAP
NATIONAL GUARD
16A X 52"
I
HINGES
MCKINNEY MFG.
I
LOCKSET
SARGENT
28-IOG04-LL X US26D
10
I
HINGE STOPS
BUILDERS BRASSWORKS
-
I
DEAD BOLT
SARGENT
485 X US26D
I
WEATHERSTRIPPING
NATIONAL GUARD
160 X 1 / 48" - 2 / 84"
I
DOOR DOOR FRAME
RE: SCHEDULE I
X ALUMINUM THRESHOLD SET
IN MASTIC
CONCRETE WALK SLOPE
AWAY FROM BUILDINGFLOOR FINISH
RE: CIVIL RE: SCHEDULE
p
4
EXPANSION JOINT W/ SEALANT <
TYP"11CAL 6OXTE. R 10 mKft D 04R THKN%
3 =1 —0
1
DOOR SCHIEDULIE
,may
LU
A�A.D
D
z
DOOR
FRAME -
REMARKS
SIZE TYPE
MATERIAL
FINISH
NVVD
MATERIAL
HEAD
JAMB
SILL
SIZE
FINISH
PR. 3`-0" X 7-0" X 1-3/4" EXIST.
ALUMINUM WJGLASS
-
PR. 3'-0" X 7-0" X 1-3/4" EXIST.
ALUMINUM W/GLASS
-
3`-6" X 7-0- X 1-3I4" ®
N.M.
INTERIOR PAINT n6 EXTERIOR PAINT #{
SET #2
H.M.
2AI.4
3A1.4
5AI<3
8 3J4
EXTERIOR PAINT #I
INTERIOR PAINT u6
t
4
3'-0" X 6-8" X 1-3/4"
N.M.
PAINT #6
SET #6
H.M.
7AI.3
8AI.3
-
4 1/2
PAINT #6
3'-0" X 6-8" X 1-3/4" ®
N.M.
PAINT #6
SET #6
H.M.
7AI.3
8A{.3
-
4 1/2
PAINT =6
3'-0" X 6-8" X 1-5/8" Q (W/ 3/4" UNDERCUT)
S.C. WOOD
PLASTIC LAM. #1
SET #3
H.M,
7AI.3
8AI.3
-
4 1/2
PAINT #3
ADJUST THICKNESS TO RECEIVE PLASTIC LAMINATE
(D
3'-0" X 6'-8" X 1-5/8"
El
(W/ 3/4" UNDERCUT)
S.C. WOOD
PLASTIC LAM. #I
SET #3
N.M.
7A1.3
8AI.3
-
4 1/2
PAINT #3
ADJUST THICKNESS TO RECEIVE PLASTIC LAMINATE
3'-0" X 6-8" X 3/4"
®
ELIASON DOOR
BRUSHED
STAINLESS STEEL
SET #5
STAINLESS
STEEL
_
3AI.1
-
-
BRUSHED
STAINLESS STEEL
FRAME CONSISTS OF STAINLESS STEEL CHANNEL
WRAPED AROUND JAMB
3'-2" X I'-10" -
WOOD
SEE CF GSHOP
DRA
_
_
_
_
_
-
-
BY CABINET MANUFACTURER
10
3'-4" X 6-8" -
-
-
-
N.M.
-
-
_
4 1/2
PAINT #3
H.M, CASED OPENING
11
FREEZER DOOR -
-
-
-
-
-
-
-
-
SUPPLIED BY FREEZER/COOLER MANUFACTURER
1 z
COOLER DOOR -
-
-
-
-
-
-
-
-
-
SUPPLIED BY FREEZER/COOLER MANUFACTURER
13
14
15
Nt TES
I. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY ON ANY SPECIAL EFFORT OR KNOWLEDGE
2. INSTALL SIGN e ENTRY DOOR #I THAT READS. "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" (MIN. I" H. LETTERS)
HORTON AUTOMATICS 7'-10 1/2"
8100 SERIES 4 R.O. EXTERIOR
RE- 6A2.1
1" TEMP. CLEAR GLASS =L.
STOREFRONT SIDELIGHTS 58" X 36"
SLIDER UNIT
OPERABLE SASH FIXED SASH
Af:mil on I STPAIA I 0-1=
tom,
cv
VARIES
EX I'MIC IR DOCIR FRAM
i
FRAME SHALL SLIP
OVER DRYWALL
N
VARIES
I
INTERIOR DOOR FRAME
Y" GYPSUM BD.
2X STUD WALL e 16" O.C.
(2) 2X8'S W/ Y" PLYWOOD
SPACER
SEALANT ALL SIDE
HIM DOOR FRAME (PAINT)
COORDINATE FRAME SIZE W/
WALL TYPE
•
1-11
FLUSH
PROVIDE 4" HEAD
WHERE CALLED
FOR IN SCHEDULE
1/4" TEMP. GLASS-
12" SO. LOUVER AT
OFFICE ONLY —
10" DIAMETER
PLEXIGLASS VIEW
PANEL
(6'-
0
a A
(._ 2 I
FLUSH W/ SASH
F 4� [6]
FLUSH DOLIBLE ACTING ALUMINUM
ELIASON W/ VIEW STOREMONT
PANEL
i
Wei 1/4» =1,_0$'
Y2" GYPSUM BD.
2X STUD WALL ® 16" O.C.
DOUBLE STUDS * JAMB
W/ 1ST STUD 6" (MAX)
OFF JAMB
SEALANT ALL SIDE
JACK STUD
NM DOOR FRAME (PAINT)
COORDINATE FRAME SIZE
W/ WALL TYPE
NOTE.
PROVIDE 3 ANCHORS AT EACH JAMB.
'-3"
114" TEMP. GLASS
EXIST. DOOR
1
i r
k'
t
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
2-19-05
PER TRENT
Mark Date By
f 5/12/05
AGENCY REV.
Mark Date By
1
r r
If t
f
ft
� g n
Architecture Interior Planning
195 South "C" street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
0
STORE
SANTA ANA
3601 Sou h
Bristol St e t
Santa Ana
California
SHEET TITLE
DOOR DETAILS
SCHEDULE
DWG EDITION
REVISION ..
Job No. : 04-198
Store :1891
Date ;3 24 05
Drawn By J•R•
Checked By: E.S.
Sheet
AA.3
nLEGEND
SEAMLESS VINYL.
FLOORING (SVF)
CERAMIC TILE: #I
(CT 41)
METAL FLOODING
BY FREEZER
MANUFACTUP ER
FLOOR DRAIN'FD
RE. PLUMBING
EQUIPMENT DRAIN ED
RE= PLUMBING
CLEAN OUT
RE: PLUMBING ®CO
FLOOR SINK a FS
RE; PLUMBING
1 /4"= 1 °-0,t
EXIST. STUCCO
26 GA. GALVANIZED
FLASHING
CASING BEAD
CONTINUOUS SEALANT
TYPICAL EACH SIDE:
DRIP CAP (WHERE SHOWN)
ON HARDWARE SCHEDULE
HM DOOR FRAME
(PAINT)
EXIST. EXTERIOR WALL
y" GYPSUM BD.
-� --- FRP PANEL (WHERE SHOWN)
SEALANT ALL SIDES
FACE OF FRAME SHALL
BE FLUSH WITH GYPSUM
BOARD
EXIST. STI
CASING E
CONTINUC
TYPICAL E
ANCHOR
DOOR (PA
EXIST, OR NEW WALL
RE. AI.1
V GYPSUM BD.
FRP PANEL (WHERE SHOWN)
DOUBLE STUDS
JACK STUD
SEALANT ALL SIDES
FACE OF FRAME SHALL BE
FLUSH WITH GYPSUM BOARD
PROVIDE 3 ANCHORS AT EACH JAMB.
R J A M 58'
TYPICAL EXTERIOR 130`011 HEAD A
JYPICAL EXTERIOR 13100"
N01r"
TILE CONTRACTOR SHALL PULL FLOOR
AND WALL TILE FROM MULTIPLE BOXES
TO ENSURE TILE COLOR VARIATION IN
PUBLIC AREAS
t
"HRESHOLD SET IN
3ED OF MASTIC
F
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5/I2/05
AGENCY REV.
Mark Date By
Mark Date By
SeF >�
A
NA
1 ;
C 0
O
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
0
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
FINISH FLOOR
PLAN
DWG EDITION ..
REVISION
Job No. : 04-198
Store :1891
Date : 3 24 05
Drawn By : J.R.
Checked By: E.S.
Sheet
,AAA
LEGEND:
CEILING
TILE #2
LAY —IN CEILING TILE
PERFORATED WOOD
CEILING TILE
2'X 4' RECESSED
FLUORESCENT LIGIHT
FIXTURE
2'X 2' RECESSED
FLUORESCENT LIGDHT
FIXTURE
ADJUSTABLE WALL WASH
CEILING
TILE s1 RECESSED LIGHT FIXTURE
RECESSED CAN LIGHT
FIXTURE
PENDANT FIXTURE
MOUNTED a ( TABLE
1/4"= 1'-0"
WALL MOUNTED FIXTURE
0
❑#
A ELECTRICALLY ILLUMINATED
EXIT SIGN WI BATTERY
BACK—UP SEE ELEC. PLANS
CEILING MOUNTED IX 4-------
LIGHT FIXTURE
+ A r
M
DRAT=TSTOPPING .,
RE: 4AI.5
EGG CRATE LIGHT LENSE
RE: ELECTRICAL
SUPPLY AIR GRILLE
RETURN AIR GRILLE
NOTES,
1. REFER TO ELECTRICAL PLANS FOR FIXTURE
SPECIFICATIONS.
2. ADJUST EXACT LOCATION OF LIGHT FIXTURES
TO CLEAR CEILING GRID E WVAC GRILLES.
3. IN GYPSUM BOARD CEILINGS, ALIGN FIXTURES
& GRILLES BETWEEN CEILING JOISTS.
AC. EXIT SIGNS SHALL BE BLOCK LETTERS, A MIN.
OF 6" HIGH WITH A STROKE OF NOT LESS THAN
3/4". LUMINANCE OF FACE SWA_L BE 50 LUX
Km_ j 1 /8"= 1'-0"
T [�'l r '10
ma j 1 1 /2"= 1'-0„
EXIST. SOLATUBE — NOT USED
INFINITY EDGE TRIM PREFINiSHED
TO MATCH PAINT u3
LIGHT STRIP RE: ELECTRICAL
CEILI GM TILE SUSPENSION
SY
9'-2„
LOWER LAY -IN ACOUSTICAL
CEILING
TI I I
COOLER
_j__j I I
FREEZER
r
2X NAILER
MOOD ROOF DECK
TEND GYP. BD OR
YWOOD BETWEEN
,ISTS
BLOCKING RE: STRUCTURAL
NOTES
PROVIDE BLOCKING AS
REQUIRED TO SECTURE
DRAFTSTOPPING MATERIAL
2X6 WOOD FRAMING * 16" Q.C.
1/2" GYP, BD. —TAPE E FLOAT
ALL JOINTS
r
EXIST. 21" DIA, SOLATUBE SKYLIGHT
W1 24" SO. DIFFUSER PANEL TO
REMAIN —ADJUST AS NEEDED FOR
NEW CEILING (TYR. FOR 2)
A31
STAINLESS STEEL CLOSER
PANEL BY FREEZER/COOLER
MANUFACTURER
EXIST, SOLATUBE -NOT USED
I. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN
BEINGS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION
SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE
CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF
OUTSIDE Al2 PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS
OCCUPIED. IF THE VELOCITY OF AR AT A REGISTER EXCEEDS 10 FEET PER
SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE
FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1.
2. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICAL OPERATED EXHAUST
SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15
MINUTES, SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE
CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE
SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOW; AIR ENTRY
INTO OCCUPIED PORTIONS OF THE BUILDING. CSC SECTION 1202.2.1 (SECOND
PARAGRAPH).
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5/12/05
r� AGENCY QEV.
Mark Date By
A
Mark Date By
Sea0
4 f.,
0A,
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
a
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
REFLECTED
CEILING PLAN
DWG EDITION ..
REVISION
Joky No. : 04--198
Store :1891
Date .3 24 05
ff—
Drawn By J.R.
Checked By: E.S.
Sheet
AAS
1. ALL CROSS SLOPES THAT ARE A PORTION OF THE ACCESSIBLE ROUTE
SHALL BE A MAXIMUM OF 2%
2. IF UMBRELLAS OR AWNINGS ARE USED ON THE SITE, THE BOTTOM FLAPS
SHALL BE A MINIMUM OF 6'-8" ABOVE THE FINISHED GRADE,
3, ACCESSIBLE TABLES SHALL BE A MINIMUM OF 27" CLEAR KNEE SPACE
A.F.F, AND HAVE A CLEAR AREA OF AT LEAST 19" DEEP, TOP OF TABLE
SHALL BE 34" A.F.Iz,
4, COAT HOOKS IN 7HE TOILET STALLS SHALL BE MOUNTED TO THE
BACKSIDES OF DOORS AT 48" A.F.F. IN ACCESSIBLE STALLS AND 60" IN
STANDARD STALLS.
5, FLUSH VALVES ON THE TOILETS SHALL ALWAYS BE LOCATED ON THE
WIDE SIDE OF THE: TOILET STALL. UTILIZE 5 LBS. OF FORCE OR LESS TO
OPERATE,
6. ALL PANIC HARDWARE SHALL BE MOUNTED NO NIGHER THAN 46" A.F.F.
7. ALL FLOOR DRAINS IN KITCHEN SHALL BE LOCATED OUT OF PATH OF
TRAVEL SO THAT THE FLOOR DOES NOT HAVE A SLOPE GREATER THAN
2 % ALONG AN AC FSSIBLE ROUTE.
8, ALL THRESHOLDS, FLOOR LEVEL CHANGES, AND FLOOR TRANSITIONS
SHALL NOT EXCEED Ill" IN HEIGHT AND SHALL BE BEVELED WITH A
SLOPE NO GREATIrR THE It-2.
9, ALL LIGHT SWITCHES, VOLUME CONTROLS, AND THERMOSTATS IN
PUBLIC AREAS SHALL BE MOUNTED NO HIGHER THAN 48" A.F.F.
10. FOR CLARIFICATION OF REQUIREMENTS OR QUESTIONS, CALL THE
A.D.A. HOTLINE AT (8OO) 949-4ADA, CHUCK RICE WITH CHICK-FIL-A, AT
(404) 765-8031.
Il. ANY VISUAL AIDS, I.E. TRUNCA TED DOMES, SHALL BE A LISTED
MATERIAL APPROVED BY DSAIAC
VERIFY LOCATION
OF TRASH RECEPTACLE
12. ALL DOORS EQUIPPED Wl CLOSERS SHALL BE ADJUSTED TO BE
OPERABLE Wl SLBS. FORCE.
13. ALL DOORS SHALL COMPLY W1 SWEEP REQUIREMENT, SO THAT FROM A
70 DEGREE OPENING THE DOOR SHALL TAKE ® LEAST 3 SECOND TO
MOVE TO A POINT 3" FROM THE LATCH.
THERE SHALL NOT BE ANY ITEMS (I.E. TRASH RECEPTACLE) WITHIN THE
AnF=Aq PDnvinF=n F=nC> P=xrr l::,l(ZNl.
5. NAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED
BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING
AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A
PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY
LEVER -TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS,
OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT
REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED
EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. CBC
SECTION 11338.2.5.1.
16. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS
FOR EXTERIOR DOORS AND INTERIOR DOORS, 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 OPERATORS MAY BE UTILIZED TO MEET
THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE.
MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED 1-0 THE
MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE
AUTHORITY, NOT TO EXCEED 15 POUNDS. CBC SECTION 1133B.2.5.
17. CBC SECTION 11338.2.6 REQUIRES THE BOTTOM 10 INCHES OF ALL. DOORS
EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH
UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A
WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS
CONDITION. REVISE DRAWING A-1.3 DOOR TYPE 2 TO SHOW COMPLIANCE.
DINING AREA = 1,453.5 SO. ET.
v I=I5 OCC. = 99 OCC.
DINING SHOWN = 99 OCC.
[EwZA
T 575 RED BACKGROUND W/
WHITE COPY AND BRAILLE
EXIT SIGN
WHITE CHARACTOR ON
BLUE BACKGROUND.
Gk.-MIN. CHARACTER HEIGHT
IS 3"
NTERNATIONAL SYMBOL
aF ACCESSIBILITY
MAX. OCCUPANCY
0 PEOPLE
A
OAXIMUM OCCUPANCY
SIGN
VERIFY LOCATION
OF TRASH RECEPTACLE
A
mq 6* X8" VVP287RE3, WHITE TEXT
AND GRAPHICS. STANDARD
BACKGROUND CO•
MENS RESTPOOM
LIEGEND
CLEAR FLOOR SPACE
AT FIXTURES
MANEUVERING CLEARANCE
AT DOORS
5'-0" CLEAR AND LEVEL SPACE
AT DOORS (EXTERIOR) 2% SLOPE OR
LESS SLOPE t CROSS SLOPE.
36" MINIMUM CLEAR
ACCESSIBLE ROUTE
30"X48" WHEEL CHAIR SPACE
t �
5'-0" TURNING RADIUS I
1 �
DOOR APPROACH
FIRE EXTINGUISHER
1 1 /2"=1'-p„
TREATED 2X
SEATING
TABLE NIEGHT 29" Wl
MIN. 27" HIGH KNEE
SPACE
20'-0"
T.O. PARAPET
10'-4 °
T.O. PILA5
BELOW
10'-4"
T.O. PILA5
BELOW
20'-0"
T.O. PARAPET
101_411
T.O. PILASTER
BELOW
�------------------------_T—a�----------�^'------ — — +---- _--dam._---T>--_— _—_—------- ------------------
- J----.------------L.
,j----------------L
O
I 1
1 1
1 1
1 I
I 1
I 1
1 1
1 ,
i 1
r
- - EXIST. EQUIP. TO
BE REMOVED
EXIST. GLA55 "B"
MINIMUM BUILT-UP
ROOF.
00
TYP. OF 5
EXIST. EQUIP, TO
BE REMOVED --
1 1
1
1
, I
1
t t It tl I 1 It it Itllt��1�l1 10OU
NEW
RE; 3JM3.1
EXIST, EQUIP. TO
BE REMOVED —
-------------- .j----------------1-T -------------- J---.---_.----------I-
---------------------------- L— ------------ -----------------
,
I
I
T.O. PILASTER BELOW T.Q. PILASTER BELOW --------
T.Q. ROOF BELOW
3. EOU PME T STANDS
I. ALUMINUM EQUIPMENT STAND SUPPORTS AS MANUFACTURED BY AVCOA
CORPORATION OF FORT LAUDERDALE, FLA. OR APPROVED EQUAL. STANDS
SHALL PROVIDE 18' MINIMU-M CLEARANCE � SHALL BE SIZED E INSTALLED
ACCORDING TO THE MANUFACTURERS LOAD CHARTS E PRINTED
INSTALLATION DETAILS,
CONTACT. (800) 266-7212
251 2"
T.O. PARAPET
20'-0'
T.O. PARAPET
-----------------------`-`: � -
00
BASE SHEET
MEMBRANE ROOFING
1■�
EXIST. ROOF DECKING
CUT � PATCH ROOF AS
NEEDED FOR A WATERPROOF
INSTALLATION
uk&
i__."--1 L-----------J r — — — — — — — I L----------'-------------------------J r-------,
M
-J f 0 0
t" J
II ,i
it
r'- 150 1_65. i
it t Il `
I I II t a, t li I IOOii
NEW L�
kl I
Il i
II �� I
~ � FLUE I
I ' ( EXIST. ROOF HATCH
1
\ f EXIST. SOLATUBES 4
! (
II I
II
li I
li I
li 1
3 i iiS } W }
i
EX15T. GLA55 "B"
i MINIMUM BUILT-UP i
L J E ROOF,
II
II
AC I
(
EXIST.
I
I IU
i I
--- __
--- a\___---
________-- —- ,
L
I
715# `
rti_-_ -7.L
,
NEW MECH, t,C
}
i
NEW
------------
!
r 14 Yl ,
I
EF i FREEZER CONDENSER
i
3 ; ; COOLER CONDENSER
NEW ICE MAKER I
CONDENSER
NEW EQUIP. STAND r
' RE: 4AI.7 I i
11311 lot
I1
I I
II I I
II i I
II i I
,I 4 a
0 II f
f I I !
I f I I
!I
II LA
(4 I
if
I
1 ,- — — — — — — — — — — — — — — — — — -- —� L _j r---------_-L—_.------- L----_--__-----_---------------------__t.
t-------------------1 _------- j( u
_ J j 20 -O
T.O. PARAPET 23'-2"
u T.O. PARAPET
a� u'
25'-2°
T.O. PARAPET
23,-2"
T.O. PARAPET
Alli
i
3.1
1
r
H
y
r •,tir
5200 Buffington Rd.
Atlanta Georgia,
30349--2998
Revisions:
Mark Date By
Mark Date By
A
Mark Date By
Se
a...@ r
v
.�
'
( n 0 O
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
n
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
ROOF PLAN
DWG EDITION ..
REVISION
Job No. : 04-198
Store :1891
Date :3 24 05
Drawn By : J.R.
Checked By : - E•S•
Sheet
Aml.7
1 /4"= 1'-0"
23'-2" T.O. PAP
'--� 20'-0" T.O. PLX
7-j
14'-O'—V" GROC
10'-4" B.O. CAF,
EXIST, CANOP
SHERWIN WILL
METALATEX 41
"SAFETY RED"
1'-6" T.O. WAIN"
0'-0" T.O. SLAE
23'-2" T.O. PARAPET
17-2"T.O. PARAPET
,-L 10'-4' B.O. CANOPY
7-j
0'-0" T.O. SLAB
FRONT IELIEVATION W.. E"010ST
1/401 = 1p-0"
mT—Fil
I
&=-,) 1/411 = V-01'
NOTE
ALL SIGNAGE UNDER SEPARATE PERMIT
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
Mark Date By
A
Mark Date By
S'
y,
cjr
0 a E3
Architecture Interior
195 South "C" Street 00
Tustin, California 92 80
714 832-1834/
FAX 832-191q
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
EXTERIOR
ELEVATIONS
DWG EDITION
REVISION
Job No. :04-198
Store :1891
Date : V24 05
Drawn By : J.R.
Checked By: E.S.
Sheet
A-2.1
23'-2" T.O. PAQARET
— - — - — -- — - — - — -
20'-0" T,C). PLATE
— - — - — -- — - — - — -
17'-2" T.C. PAPAFET
10'-4" B.O. CANOPY
T-0" T.C. WALL
3-2" T,O. WAINSCOT
— - — - — - — - — - — -
0'-0" T.O. SLAB
23'-2" T.O. PAQAPET
20'-C" T.O. PAQ4,PET
W-C)" "V" GQC)C)V=
------ ------
10'-4" B.O. CANC:)Y
1'-6" T.O. WAINSCOT
--r— - — - — - — - — - — - -
0'-0' T.O. SLAB
:1171 Q-ts- L
1/4't = lf—O')
P A . f f, M 1r f-" A ilk I
& SIDE ENTRY ELEVATION -SOUTH
1-11 __ I I — Y Y 11 '_i I Y . --' „Al �
NOTE
ALL SIGNAGE UNDER SEPARATE PERMIT
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
A
Mark Date By
A
Mark Date By
"Al Z
N,
0
C 0 R 13 \H0 0
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
0
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
EXTERIOR
ELEVATIONS
DWG EDITION
REVISION
Job No. :04-198
Store :1891
Date : 3 2405
Drawn By : J.R.
Checked By: ES.
Sheet
A-2.2
444
20'-0" T.O. PLATE
10'-4" B.Q. CANOPY
01-0" T.O. SLAI3
1:I
111101110[cmw
EXIST. ROOF � TRUSS
N '2 - #10 SCREWS WEB
OF BRACE TO TRUSS
TOP CHORD
WHEN BRACE IS > 10'-0'
ADD 3 5/8* - 20GA. VVI
2 - *sIO SCREWS
3 5/8" - 20GA. v 48" O.C.
STAGGER SIDE TO SIDE
LINE
L NE
2-tt10 SCREWS WEB OF BRACE
TO TRACK
FINISH � ATTACHMENT PER
ARCHITECTURAL PLANS
6" - 20GA. o 16" O.C.
10130 #3403P
TRACK OF 7/32" SHOT PINS
24"0,C. 1CB0 #1639
FE-1 i IE::d I IjEEXIST. FOUNDATION
-1 1 1—'' -SF=F= STRUCT.
meirAL STUD W ALL DIETAIL
3/4'=
2X6 FIRE STOP 0 CLG.
7/8" EXTERIOR STUCCO OVER
METAL LATH OVER 2-LAYERS
BLDG. PAPER OVER WOOD
BASF SHEATHING -TYP.
WALL FINISH - SEE PLAN
5/8" GYPSUM BOARD
2X6 STUDS a 16"O.C.
5 1/2" BATT INSUL. (12-19)
VAPOR BARRIER
STUCCO SCREED -TYP.
T/ SLAB BASE E FLOOR FINISH
01-0" 1I< -SEE FINISH PLAN
—7
4.7 ; 77 74
EXIST. FOUNDATION
-SEE STRUCT.
EXIST. SIDEWALK
WWW ALL SPNEC T 10 N
3141$=
20'-0" T.0, PARAPET
--r— - — - __
17'-2" T.O. ENTRY
16-0" T,0. TRUSS
Ilk 10'-4" B.C. CANOPY
9'-0" B.O. SOFFIT
0*-0" T.O. SLAB
7-1
Wm- j 1/4" = 1'-0)1
NTE= ' \' ` "" " " "' 'v _v "" -\/ " '--
INSTALL FIRE BLOCKING IN CONCEALED SPACES OF
STUD WALLS AND PARTITIONS, INCLUDING FURRED
SPACES AT THE CEILING Z FLOOR LEVEL AND AT 10'
INTERVALS BOTH VERTICAL E HORIZONTAL
—23'-2" T.0, PARAPET,,�
I-,
17'-2" T.O. PARAPET
I-,
. FIRE BLOCKING a 10' -0.
AUM
. P-19 WALL INSULATION
0'-0" T.0. SLAB
20'-0" T.O. PARAPET,-�
14'-5" T,O. TRUSS
"r
EXIST. CANOPY TO
REMAIN
10'-4" B.C. CANOPY
EXIST. FRAMING TO
REMAIN
NEW 6XIO PDR.
-SEE STRUCT.
6`0 1/2" HEADER
NEW DRIVE TPQU WINDOW
RE: AI.3
2'-11 1/2" SILL PLATE
17
NEW DBL. SILL PLATE
0'-0' T.O. SLAB rL
'qr
SC fi
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5/12/05
AGENCY QEV.
Mark Date By
A
Mark Date By
Se�
j p's
A
r 4",
M
V"O
C 0
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
BUILDING
SECTION
DWG EDITION
REVISION
oa
Job No. :04-198
Store :1891
Date : 3 _2_405
Drawn By : J.R.
Checked By: E.S.
Sheet
A�3.'
Wt
M, I
ALUMINUM COVE Ct,P
CONTINUOUS SEALANT
SEAMLESS VINYL
FLOOR BASE
FLOOR SCREED
SEAMLESS VINYL
COOLER WALL
ALUMINUM COVE
CAP
COOLEP
SEAMLESS VINYL
FLOOR BASF
SEAMLESS VINYL
4n
ALUMINUM COVE CAP
CONTINUOUS SEALANT
SEAMLESS VINYL
FLOOR BASE
—
SEAMLESS VINYL
EXIST. CONCRETE SLAB—
e VC TALI.
EXIST, TRUSS
OR JOIST
BLOCKING o H2.5
AS NECESSARY
W2.5 E.S.---j P2.5 E.S.
<
P2.5 EA'SIDE \OF TP ' 'ACK
TO 4X6
4"20 G
1
A. METAL
6" O.C.
3/4"= 1'-0`
CEILING BRACING
RACING"
lu N.T.S.
7/8'ROUND RUNG AT 1'-0" 7"
O.C. TYP.
I
2-1/2 X 1/2 STEEL 2
STRINGER -BEND IN AT 0)
FLOOR 4"--,, -
3X BLOCKING AT EA.
BRACKET. ATTACk, W1 2
SIMPSON A-35 TO STUDS
AT EACH END
2-=10 SCREWS TYP.
4X6 48' O.C. W1 H
2.5 EA. SIDE OF 4X6
TO TRUSS
KICKERS e 48'O.C.
-ALT. DIRECTION
BRACKETS - WELDED
2 1/2" X 1/7 SENT PLATE
ATTACH TO BLOCKING BY
3/4" X 3' LAG BOLT
jll�jll I FA R 1110•
3/4"= 1'-C"
FREEZER WALL
FREEZER FLOOR
SCREED I
QQOLER
ALUMINUM COVE CAP
CONTINUOUS SEALANT —
SEAMLESS VINYL
FLOOR BASF
SEAMLESS VINYL
4
4n
4
a
< A
A
EXIST. CONCRETE SLAB
R E E Z I E OR SCRIEW DIETAIL @
EXIST. TRUSS 012 JOIST
N
4X6 48" O.C.
H2.5
9
20 GA METAL
STUDS
KICKERS 48*0.C.
T-ALT. DIRECTION—
r
COMMON WALL
KOLPAK FOAM
METAL SCREED
<
L '*j
IQM�,Lmmi 14*44L
EXIST. TRUSS OR JOIST
BLOCKING o H2.5
AS NECESSARY
H 2.5 EA. SIDE OF METAL
TRACK TO BOTTOM
CHORD TRUSS
20 GA Ii
AETAL STUDS
-
KICKERS
-
Kr
OWWARL ALI
Air 3/4)'= 1'-0"
STAINLESS STEEL
SCREWS
CONTINUOUS
SEALANT
z
uJ
"3;
bi
ALUMINUM
COVE GAP
tv
SEAMLESS VINYL
FLOOR BASF
r-SEAMLESS VINYL
9'-2" CL
FIZP PANEL
QFI FINISH SCHEDULE
CEILING T
PAINT t*
1/2' GYPSL
CERAMIC TILE
RE: FINISH SCHEDULE
2X4 FI2AI`\
TILE BASE
RE: FINISH SCHEDULE
MENU FA(
20*-6'
TREATED 2X4 SILL
PLATE
LAMP FIX
RE: ELECI
TILE FLOORING
RE. FINISH SCHEDULE
PEAT E CHEMICAL WELD
OLL�LLL AA�TO CONNECT PIECES
�TT11CCYY 0 �P`�AA WW�AA�Eml S E� A
4"X2"XI/4" PAINTED STEEL
ANGLE AT EDGES -
-I-' — - — - — — — — -T.0, PLYWOOD DECK - - - -
81-01,
7--'CEILING FINISH-
2X4 OR 2X6 FRAMING
PER A1.1
I KITCHEN
ST. TRUSS OR JOIST
5 -TYP. BOTH SIDES
ST. TRUSS OR JOIST
_17ME(`
PAINT #2
1/2" EGG
1 1/2 V-0"
10 SCREWS TYP.
*,KERS 48"O.C.
LAY -IN ACT
TERNATE DIRECTION TO
TTOM CHORD OF TRUSS
GYP.
9D. - PAINT PT-2
L..j
LAY -IN "WOOD" ACT
3/4" T E G PLYWOOD
DECKING
2XI2 JOIST o 16"=.
5/8" CLG. GYP. PER
FINISH SCHEDULE
JOIN
NOTE
SEE STRUCTURAL FOR
FRAMING AND BRACING
DETAILS (TYP.)
ATTIC LADDER BEYOND
EXTEND RAILS 36' ABOVE
PLYWOOD DECK
EXIST. BLDG. SLAB
2X 6 BLOCKING
METAL STUDS 16"O.C.
FPP PANELS
2X4 FRAMING e 16"O.C.
PAINT #6
-INSIDE LIGHT COVE
5-10" FINISH HEAD
CERAMIC TILE ul HEAD
STAINLESS STEEL END
CAP BEYOND
"MIDNIGHT MELANGE" SOLID
SURFACES BULLNOSE CAP
IX4 OAK TRIM WITH EASED
EDGES
1/4"JUBILEE READY TO
PAINT PANEL
-----2X4 STUDS 16"O.C.
T.S. 2"X7X 1/4* 8'-0" O.G.
o EACH END
2X4 P.T. SILL PLATE W1 1/2"DIA.
EXPANSION BOLT o 37O.C.
IX2 OAK TRIM WITH EASED
EDGES
SEALANT
FLOOR E BASE
FTILE
RE IAIA
CORE DRILL 31/2"DIA. HOLE
GROUT FILL AROUND TUBE
COLUMN
NOTE:
BEADBOARD PANELS TO BE "JUBILEE" READY TO PAINT
PANELS AS MANUFACTURED BY GEORGIA PACIFIC
CORP., ATLANTA, GA.
--%�LOW WALL
WW mW
DIETAIL
I
Ck I
1 1/211= 17-Opt
0
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
A
Mark Date By
Mark Date By
en 2, �J
ys k
_x
�Y
0
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780'
714 832-1834
FAX 832-1910
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
DETAILS
DWG EDITION
REVISION
Job No. :04-198
Store :1891
Date : 3/24/05
Drawn By J.R.
Checked By: E.S.
Sheet
A-4.1
±7.-2"
ADJUST TOP OF
TILE TO INSTALL
FULL WALL TILE
DOOR FRAME*—
(PAINT tG)
rk t7'-2"
ADJUST
TILE TO II
FULL WAt
rfh 7'-2"
2X 6 WO,
ANCHOR
W/ SHOP
GYPS
PAIN
1i2"= l'-0"
W 0 umm loco N
S 'V W
1I 2"= 1'-0"
m=1
A> 4n ^. /A"
rolLET PARTITIO
PROVIDE 3 WALL
ZYPSUM BOARD
'HINT # 2
:ERAMIC TILE #2
:ERAMIC TILE #1
-TB #2
6 WC
ANCk
CATI1
PSUM
,INT #
1ILET i
OVIDE
)OR F
AINT x
M0
T
UM
#
ET F
IDE
AMI(
mlt
n
k2
MlIEN
r:JLC-
!S, C(
W/
)ARD
2TITIt
WAL
`ILE x
`ILE r
r-rcvviv" Q INST,
GUARD WRAP
WALL FINISH OVER 1/2" GYP. BD.
1/8" TH. ST. STL. PLATE WI 3-#14X2
1/2" ST. STL. METAL SCREWS
2X6 BLOCKING a GRAB BAR,
SUPPORT
GRAB BAR
1 y" 1 y"
j�10 INSTALL PER MFR. WRITTEN INSTRUCTIONS FOR
f ! MIN. 250 LBS. POINT LOAD
4 > n 4 /nas
4 MC-N
1 f 2"= 1'-0"
DESCRIPTION
QUANTITY
MANUFACTURER
FURNISHED BY
INSTALLED BY
MODEL #
901
BABY CHANGING STATION
2
12UBBERMAID
OWNER
EQUIPMENT INSTALLER
902
SOAP DISPENSER
2
SANIFRESH
MEDLEY
EQUIPMENT INSTALLER
903
TOILET SEAT COVER DISP.
3
ASI
GENERAL CONTRACTOR
GENERAL CONTRACTOR
#0477SM
gpq
TOILET PAPER DISPENSER
3
ASI
GENERAL CONTRACTOR
GENERAL CONTRACTOR
40030
905
GRAB BAR
2 EACH
ASI
GENERAL CONTRACTOR
GENERAL CONTRACTOR
U3201-36 Z 3201-42
946
MIRROR
2
ASI
GENERAL CONTRACTOR
GENERAL CONTRACTOR
#0620-A
907
TRASH RECEPTACLE
2
-
OWNER
EQUIPMENT INSTALLER
#1636
9Q8
VANITY
2
CABINET MFR.
OWNER
EQUIPMENT INSTALLER
909
PAPER TOWEL DISP.
2
ASI
GENERAL CONTRACTOR
GENERAL CONTRACTOR
#0210
SANITARY NAPKIN DISPOSAL
2
ASI
GENERAL CONTRACTOR
GENERAL CONTRACTOR
#0473-A
.t
5 ,
9644A
5200 Buffington Rd.
Atlanta Georgia,
30349--2998
Revisions:
Mark Date By
5112105
I ' \ AGENCY REV.
Mark Date By
A
Mark Date By
tau,
s,
yg2 %
1 r`
�y
Architecture ln�'lanni
195 South "C" Street 2 0
Tustin, California 92780
714 832-1834
FAX 832-1910
a
STORE
SANTA ANA
3601 South
Bristol Street
Santo Ana
California
SHEET TITLE
TOILET ROOD
ENLARGED PLA
& ELEVATION
DWG EDITION ee
REVISION ..
Job No. :04-198
Store :1891
Date :3 24 05
Drawn By : J.R.
Checked By: E.S.
Sheet
A�5.1
1 f 2"= 1'-0"
9,0"
r1h
WALL WASH FIXTURE -CENTER
-f 1-1 , Tlk U1. lK I/- "r--, ^ A I
1/2"= 1'-0"
uINING
1/2"= V-01'
PAINT #2
PAINT U2
LETTERS PROVIDED E INSTALLED BY
SIGN CONTRACTOR - ALIGN LETTERS
- I --�- �- -�-- -- - -
I - I I -- - I I f ..,I " t 11N t
NO FINISH BEHIND LOWER BOOTH
PAINT GYP. BD. PT -I
EXIST. WINDOW FR.
"MIDNIGHT MELANGE" SOLID
SURFACES BULLNOSE SILL-
IX4 OAK TRIM WITH EASED
EDGES
114" JUBILEE READY TO
PAINT PANEL
EXIST. FINISH
IX2 OAK TRIM WITH EASED
EDGES
TILE FLOOR Z BASE
wAiNo%-m%rnAT nICTAII
W W
4 ill= it -Ott
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5/12/05
AGENCY REV.
Mark Date By
Mark Date By
A
t
ua
3t Y
If
Architecture Interior Planning
195 South 'C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
INTERIOR
ELEVATIONS
DWG EDITION
REVISION
Job No. :04-198
Store :1891
Date : V-Z4-LO5
Drawn By : J. R.
Checked By: E.B.
Sheet
AmS.2
0"
tk9
rNA O'_2"
9'-Z'
rh 101-01,
9,-0"
IiJIVI'm
EDGE OF "FLOATING"
CEILING PREFINISHED
(PAINT =3)
BLANKE TILE TRIM
—COLOR CARAMEL
RE., 3AI.2 NOTE u6
SERVING COUNTER FINISHES
BY CLAYTON FIXTURES
SOLID SURFACE
SWINGING GATE
CTB ul
10171 i Wi kyl:m i I MIT
11.1 1 L.J — I
PAINT u3
— WAINSCOAT —
PAINT =7
RE- 4/A5.2
TO 4" ABOVE CEILING
AMIC ACCENT TILE #2
AMIC TILE =I ® 45
. ANGLE
'ANUM
PEFRONT WINDOW
:LIGHTS
PABLE ALUMINUM
1E THQU WINDOW BY
'TON
3AI.3
INLESS STEEL SILL
IENTITIOUS BOARD
4AI.8
vv
p
GRAPHIC INSERT
COUNTER FINISHES BY
CLAYTON FIXTURES
LOW ARCHED TOP WALL
-00
L CTB =I
MILLWORK AND WALL BY
CLAYTON FIXTURES
2 X 6 WOOD BLOCKING
PROVIDE METAL CLOSER PANEL
GYPSUM BOARD BEHIND MENU
(RED) FOR MENU BOARD gY SIGN
BOARDS — PAINT U2
CONTRACTOR "40000L
MENU BOARDS
do
V 5.3
LIGHT COVE BEYOND
8-11
�MEII
11
BOARD
BLOCKING
CERAMIC TILE #1 HEADS
\E1
BLANKE TILE TRIM
—COLOR CARAMEL
PROVIDE 16"X 16" SOLID
BLOCKING
—CERAMIC ACCENT TILE =2
CABINETS (TYPICAL)
8
0
T
--CERAMIC TILE #I * 45 DEG.
ANGLE
—STAINLESS STEEL END CAPS
RE: 3AU
CEMENTITIOUS BOARD
RE: 4A1.8 SIM,
FLOATING CEILING
0 e ACCESS 0
PANEL
0 (TYP) 0
01 10
STAINLESS STEEL END
CAPS (SIDES E HEAD)
RE: 3AI.1
NOTE: PROVIDE OUTSIDE
CORNER TILE TRIM BY BLANKE
COLOR CARAMEL
SERVING COUNTER FINISHES BY
CLAYTON FIXTURES
SOLID SURFACE COUNTERTOP BY
CLAYTON FIXTURES
SCRIBE FILLER PIECE AS
REQUIRED
F F�� ��.
o c 0 10
0 0 0 0
=LO-]L--
I
ADJUSTABLE SHELF (TYP)
CUP HOLDERS (TYP)
NOTE
PROVIDE ,Yj PLYWOOD
SUBSTRATE BEHIND TILE
2 X 6 BLOCKING
FPP —
0
0
CERAMIC TILE ul ON HEAD
STAINLESS STEEL END CAP CL
PE- 3AI.I SIM. x V) U
S m z
x
cv
SOLID SURFACE
COUNTERTOP BY CLAYTON 00 0 V)
x
FIXTURES (:;)'0
0 U_
0 0
0 0
SVFB
CEMENTITIOUt BOARD
PE- 4AI.8
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
A
Mark Date By
A
Mark Date By
Sea!
Ty,
�ql
1,d
4;
%
Architecture Interior �fanning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
INTERIOR
ELEVATIONS
DWG EDITION
REVISION
Job No, :04-198
Store :1891
Date : V24LO5
Drawn By J.R.
Checked By: E.S.
Sheet
A=fS.3
10 0"
9'-2"
9'- 2"
PAINT:m'
PAINT U;
HM DOC
PAINT u,
VVAINSC
PAINT =
RE: 4/Ay
rh 0'-0"
CTB =I
SERVING
1/2"= 1'-0"
I F_�F�mj
GYPSUM BOARD BEHIND
MENU BOARDS - PAINT U2
,MIC TILE ul HEAD
?P CORNER
I OF TILE
,MIC ACCENT TILE U2 —
ES MIN.)
� LESS STEEL END CAP
AIA SIM
MIC TILE =I HEAD—
�MIC TILE #1 e 45
ANGLE
ING COUNTER
G
CDX TO 4" ABOVE CEILING
FRP
BOG CABINET BY CLAYTON
FIXTURES
3/4"PLYWOOD SHELVES
VV/ 2 Yj NOSING (TYP)
'VF X YSF ALUM. ANGLES AT
FRONT, BACK E ENDS OF
EACH SHELF (TYP)
PENCIL DPAVVE52
3"BACKSPLAS14
I" PLYWOOD COUNTER W1
PLASTIC LAMINATE TOP Z
EDGES
2I2" X 2Vj'ALUM, ANGLES AT
FRONT, BACK Z ENDS OF
COUNTER
CEMENTITIOUS BOARD
RE. 4AI.8
SVFB
11-4)'
3'-11 1/2"
2X6 WOOD BLKG.
5'- 0"
Y Y
OF MENU BOAQD'_7
BLOCKING
FRAMED ARTWORK
FURNISHED E
INSTALL BY OTHERS
LH
PAINT #3
WELCOME"
9A5.3
P12INT
HM DOOR FRAME
PAINT 133
Ll
-
— —
— — --
— — — — —
OPEN TO
I
VESTIBULE
d
- - - - -
k
L
0
0
3-0-
WAINSCOAT -
PAINT t37
RE; 4/A5.2
CTB #I
SERVING
= V_011
F __1 F_ ___1 u
FILE FILE
2'-10 3/� IICAS, 1-4" CAB.
v
Amok OFFICE
ILA
=7 1/2"= 1t-0"
VESTIBULE
1/211= V-0pt
PAINT #2
WOMEN'S P.R. SIGN FURNISHED
E INSTALLED BY G.C.
HANDICAP ACCESSIBILITY
SIGN
D0012 FRAME
-PAINT =3
CTB ztI
3/4" PLYVV(
W1 2 Y�" NO
I" PLYVVOO
PLASTIC L
EDGES
HM DOOR I
(PAINT U6)
10 OFFICE
A
:)AINT n2
AEN'S R.R. SIGN FURNISHED
INSTALLED BY G.C.
ACCESSIBILITY SIGN
BOOR FRAME
-PAINT:m3
4M DOOR FRAME
DAINT =3
-_TB =I
CDX TO 4" ABOVE CEILING
2P
'4" PLYWOOD SHELVES
2 Y2" NOSING (TYP)
X Y2" ALUM. ANGLES AT
20NT, BACK E ENDS OF
n,.CP SHELF (TYP)
SACKSPLASP
PLYWOOD COUNTER VVI
-ASTIC LAMINATE TOP E
)GES
X 2Y2" ALUM. ANGLES AT
2ONT, BACK Z ENDS OF
OUNTER 00
OFFICE
1/2f'= 1'-O�
oWA101h, 11 0
-*--SECURITY CABINET BY
CLAYTON FIXTURES
o CEMENTITIOUS BOARD
RE- 4AI.8
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5/12/05
AGENCY REV.
Mark Date By
Mark Date By
S e,'o
'9
J
4"
C
Architecture Inferior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
INTERIOR
ELEVATIONS
DWG EDITION
REVISION
Job No, 04-198
Store 1-891
Date 3 _2_405
Drawn By : J.R.
Checked By. E.S.
Sheet
AmSA
FRP
STAI
END
I,> F -
CDX TO 4" ABOVE CEILING
2X6 BLOCKING FOR
SHELVING
FRP
0
0
C WM DOOR E F=r,>AMF
n �- PAINT U6
V)
x m
WALL MOUNTED SWIVEL
VIDEO PLAYER SHELF
(STAINLESS STEEL)
TABLE BY CLAYTON FIXTURES
CEMENTITIOUS BOARD
RE: 4AI.8
SVFB
1/2)'= 1'-0"
a Iff
E,ff ITCHM
5
)!1/2 ,-0,,
(D
V)
CD
:D
V)
Zo STAINLESS STEEL CORNER
LO I GUARDS RE: 2AIJ
PAPER TOWEL DISPENSER
cn SOAP DISPENSER
F,
0 Q0 ry
V)
m -- SINK
D RE: PLUMBING
4V)
0
7 KITCHEN
GI
30" MIN.
■
CDX TO 4' ABOVE CEILING
FRP
Q 2X 6 BLOCKING FOR SHELVING
TYPICAL THROUGHOUT KITCHEN
CEMENTITIOUS BOARD
RF:4AI.8
SVFB
fo/ 1/2"= lf-OD,
CDX TO 4" ABOVE -CEILING
STAINLESS STEEL SHEET METAL
PANEL BY GENERAL CONTRACTOR.
q 2X 6 BLOCKING FOR SHELVING
TYPICAL THROUGHOUT KITCHEN
STAINLESS STEEL CORNER
GUARD RE: 2AI.1—
=RP
STAI
RE: 2
STL.
woo
RE r-
E. I
CFMI
RE- 4
SVFB
CDX TO 4" ABOVE CEILING
2X6 BLOCKING FOR
SHELVING
FRP
ELEC. PANELS
RE. ELEC.
WALL MOUNTED SWIVEL
VIDEO PLAYER SHELF
(STAINLESS STEEL)
TABLE BY CLAYTON
FIXTURES
CEMENTITIOUS BOARD
RE- 4AI,8
SVFB
ml I m
COMPLOYE110cm
4 1/2"= V-0"
30" MIN.
- ±11'-8 1/2"
5/8" TYPE "X" GYP. BD.
4D-Q'p L
_j
Q EXHAUST HOODUI
STL, ST. SHEET METAL
PANEL BELOW HOOD
BY GENERAL
CONTRACTOR.
RE: 5ALI NOTE n5
C0
Ld
c) ry
0
ry FRP
:21)
V)
o CEMENTITIOUS BOARD
► RE- 4AI.8
SVFB
®0
0
CL
x
U-)
I
Uj
m
D
co
0
0
0
r
CDX TO 4"
ABOVE CEILING
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
A
Mark Date By
A
Mark Date By
Seal
ju�
Nk
4
\21
Architecture Interior Conning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
0
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
Californ a
SHEET TITLE
INTERIOR
ELEVATIONS
DWG EDITION
REVISION
Job No. :04-198
Store :1891
Date : V 2�405
Drawn By J.R.
Checked By: E.S.
Sheet
ASS
-4" i —
Uj
<
LL
X
M
:D
0
00
Ln
6
m
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4 KITCHEN
CDX TO 4" ABOVE CEILING
V V I L-1
Q 2X 6 BLOCKING FOR SHELVING
TYPICAL THROUGHOUT KITCHEN
STAINLESS STEEL END CAP
RE. 4AI.I
STORAGE CABINET BY
CLAYTON FIXTURES
STAINLESS STEEL WALL PANEL
SURROUND FOR MOP SINK
OVER CEMENTIOUS BACKER
BOARD - RE- 3AI.6
STAINLESS STEEL MOP SINK
RE-- PLUMBING
SVFB
HIEN
TO 4" ABOVE CEILING
6 BLOCKING FOR SHELVING
NLE=SS STEEL END CAR
1AI.I SIM.
NLESS STEEL WALL PANEL
?OUND FOR MOP SINK OVER
ENTITIOUS, BACKER BOARD -
W.6
)OOR Z FRAME
T U6
ENTITIOUS BOARD
W.8
SVFS
RED 2A1.8
�b14�592
11
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
A
Mark Date By
A
Mark Date By
IF
f 0 -0 a O
Architecture Interior Planning
195 South "C" Street 200
Tustin, California 92780
714 832-1834
FAX 832-1910
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
INTERIOR
ELEVATIONS
DWG EDITION
REVISION
Job No. :04-198
.
Store 1891
Date 3 2405
Drawn By : J. R.
Checked By: E.S.
Sheet
A�5.6
A.B.
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BETWEEN
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CAMBERIED)
CARBON EQUIVALENT
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CENTER LINE
CEILING
CLEAR
COLUMN
CONCRETE
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DIAMETER
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DIMENSION
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DEEP
DRAWING($)
DOWEL($)
EACH
EAST FACE
EXPANSION JOINT
ELEVATION
ELECTRICAL
ELEVATION
EMBEDMENT)
EDGE NAiLL
ENGINEER
EQUAL
EQUIPMENT'
EXPANSION
FABRICATION
FOUNDATION
FINISHED
FLOOR
HELD (FACE NAIL)
FACE OF CONCRETE
FACE OF MASONRY
FACE OF STUD
FACE OF WALL
FRAME(ING)
FAR SIDE
FM(FEET)
FOOTING
GALVNIZE(D)
GRADE BEAM
6LUED LAMINATED BEAM
HD
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OUTSIDE DIAMETER
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SRiNSP.
SPECIAL INSPECTION
W.'
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STIFFENEWS)
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SUSPENDED(TION)
$YMM.
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TOP OF SWATF{NG
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TOP OF WALL
T.S.
TOP OF STEEL
TRANSV,
TRANSVERSE
TYP.
TYPICAL
U.O.K
UNLESS OT14EINSE NOTED
VERT.(V)
VERTICAL
(W)
WIDE(WIDTH)
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WEAKENED PLANE JOINT
W.S.
WELDED STLVS)
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X-STG
EXTRA STRONG
XX-STG
DOUBLE EXTRA STRICNG
YD.
YARD
FOR ADDITIONAL ABBREViATiONS
SEE $HEAR WALL SCHEDULE SHT.$3
GENER& NOT r
1, THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS
BEFORE STARTING WORK AND THE DESIGNER SHALL BE
NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES, IN NO CASE SHALL
DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS
ON THESE DRAWINGS.
2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
WORKING DRAWINGS AND OR SPECIFICATIONS SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING
WITH ANY WORK SO INVOLVED,
3. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY
SHOWN OR NOTED ON STRUCTURAL DRAWINGS. NO
STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED.
4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY
SERVICES iN THE AREA TO BE EXCAVATED PRIOR TO BEGINNING OF EXCAVATION,
5, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE
REQUIREMENTS OF THE 2002 EDITION OF THE *CALIFORNIA BUILDiNG CODE:",
+6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR
REVIEW BEFORE FABRICATION AND INSTALLATION,
1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT
INDICATE THE METHOD OF CONSTRUCTION, THE CONTRACTOR IS
RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING
AND SUPPORT NECESSARY TO ACHIEVE THE FINISHED STRUCTURE.
F40UMA7M N01W
1. MAXIMUM DESIGN SOIL PRESSURE: 25" Flop
CONTINUOUS FOOTiNGSr PSF
PAD FOOTINGS. PSF
2. SEE SOIL$ REPORT BY: GILES ENGINEERING
PROJECT NO, s 2G r 0304003
DATED: MAY 9 2003
3. ALL FOOTINGS TO BE A MINIMUM Or-S 12" BELOW NATURAL GRADE
12" BELOW FINISH GRADE
4. SOILS COMPACTION AND SiTE PREPARATION TO BE IN ACCORDANCE-
WiTH SOILS REPORT, ALL WORK TO SE DONE UNDER
THE DiRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER.
5. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND
TRUE TO LINE WITH LOOSE MATERIAL REMOVED FROM EXCAVATION,
6. THE FOOTING EXCAVATIONS SHALL. BE KEPT FREE FROM
LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY
FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND
APPROVED BY A QUALIFIED GEOTECWNiCAL ENGINEER TO INSURE
COMPLIANCE WITH THE REQUIREMENTS,
1, SiDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH (LI.O.N.)
8, METHOD OF SUPPORTING REIT�IFORCING PIPE SLEEVES MUST
BE APPROVED BY THE STRUCTURAL ENGINEER,
S. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC.,
ENCOUNTERED DURING EXCAVATION AND BACKFiLLWx.
0. CONTRACTOR TO BRACE OR PROTECT FROi't LATERAL LOAD$ ALL
RETAINING WALLS UNTiL ATTACHING FLOORS OR SLABS ARE COMPLETELY
IN PLACE AND HAVE ATTAINED PULL STRENGTH,OR SHEATHED,
11, FOOTING SACKFILL AND UTILITY TRENCH SACKPILL WITHIN
SUILDING AREA SHALL BE MECHANICALLY COMPACTED IN
LAYERS TO THE APPROVAL OF THE GEOTECHNICAL OR STRUCTURAL
ENGINEER. FLOODING WILL NOT BE PERMiTTED.(U.O.N.)
12. ALL HOLDOWNS SHALL BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
13. ALL SiLL PLATE$ (P.T,D.F.) WITH 5*411A/5 x 12" AT 48" (U.O.N.
ON PLANS) W/ 3/I6"x2"x2" PLATE WASHERS.
14, FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWINGS,
15. POST TENSION SHOP DRAWINGS SHALL SE SUBMITTED TO
ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION
cxx%qCm1E NOTIM
1. CONCRETE IN ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE
COMPRESSIVE STRENGTH AT 2$ DAYS EXCEPT AS MODIFIED BY THESE NOTES:
1.
CONCRETE
2.
BOLTS INSTALLED IN CONCRETE
13A. VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY iN CONFORMANCE WiTH THE SOiL INVESTIGATION REPORT,
3.
CONCRETE MOMENT RESISTING SPACE FRAME
4,
REA<ORCrNG STEEL AND PRESTRESSING STEEL
13S, VERIFY THAT FOUNDATION EXCAVATIONS EXTEND TO PROPER DEPTH 4 BEARING STRATA.
$A.
WELD TESTING DUCTILE MOMENT RESISTING STEEL FRAMES
13C. PROVIDE SOIL COMPACTION TEST RESULTS,DEPTH OF FiLL,RELATiVE DENSITY,BEARING VALUES.
5B.
ALL STRUCTURAL WELDING INCLUDING REINFORCING STEEL
13D, PROVIDE SOIL EXPANSION TEST RESULTS.EXPANSION INDEX RECOMMENDATIONS FOR FOUNDATIONS,
6.
HIGH -STRENGTH BOLTING
ON GRADE FLOOR SLAB DESIGN FOR EACH BUILDING SiTE.
1.
STRUCTURAL MASONRY
14. SPECIAL CASES (DESCRIBE)
8.
REINFORCING GYPSUM CONCRETE
15. OFF -SITE FABRICATION OF BLDG. COMPONENTS
S.
INSULATING CONCRETE FILL
16, OTHER STRUCTURAL INSPECTIONS AS REQUIRED BY DESIGNER,
10.
SPRAY APPLIED FiRE PROOFING
11,
DEEP FOUNDATIONS (PILING, DRILLED PIERS 4 CAISSONS) .
12,
SHOTCRETE
NO,
DESCRIPTION OF TYPE OF INSPECTION RE(2UIREDLOCATION)EMARKSETC.
DESIGN
STRENGTH
2
EPDXY
3000 PSi
A. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY SECTION 106 OF THE
UNIFORM BUILDING CODE, SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY iSPEECTOR SPECIALLY INSPECTED
WORK WHICH 16 INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR iS SUBJECT TO REMOVAL OR EXPOSURE.
B. CONTINUOUS INSPECTION iS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED,
C, THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE BUILDING OPFCIALS TO PERFORM THE TYPES OF INSPECTION SPECIFIED.
D, IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING
DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION, ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL
INSPECTION IS SUBJECT TO REMOVAL.
E, NOTEs A CERTIFICATE OF SATIFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPETED AND SUBMITTED TO THE FIELD INSOECTION DIVISION.
1. BAR REINFORCEMENT SHALL SEs GR 40*04 4 SMALLER
ASTM A615 GR. 60 - 05 4 LARGER
2. THE "CARBON EQUIVALENT" OF ANY REINFORCING TO BE WELDED
SHALL SE DETERMINED BY A TESTING LAB. rF THE "CARSON EQUIVALENT"
(C,E.) IS LESS THAT 0.55, THEN THE REINFORCING STEEL MAY BEE WELDED
WITHOUT PREHEATING. rF THE CARBON EQUIVALENT EXCEEDS 0,55t NOTIFY THE STRUCTURAL
ENGINEER FOR THE PREHEATING REQUIREMENTS. WELDING WILL NOT BE
ALLOWED FOR A. CARBON EQUIVALENT ABOVE 015. WELDING OF REINFORCING STEEL
SHALL BE IN ACCORDANCE WITH UBC STANDARD NO. 19-2, WELDED WiRE FABRIC SHALL
CONFORM TO ASTM AI85 AND SHALL BE LAPPED 12 INCHES MINIMUM.
E10XX ELECTRODES SHALL BE USED IN WELDING GRADE 40 RESAR.
EWXX ELECTRODES SHALL BE USED IN WELDING GRADE 60 RESAR,
3. VERTICAL BARS IN WALLS SHALL SE ACCURATELY POSITIONED AT THE
CENTER OF WALL (U.O.N.) AND SHALL SE TIED IN POSITION AT TOP AND
BOTTOM AND AT INTERVALS PER CHAPTIER$ T9 AND 21 OF THE ISS1 UBC.
4, REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH
THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD
PRACTICE" LATEST EDITION,
5. ALL REINFORCING STEEL, ANCHOR BOLT$, DOWELS, AND INSERTS SHALL
BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
$. REINFORCwING STEEL SHALL BE PROVIDED WITH THE FOLLOWING
AMOUNTS OF CONCRETE COVERS
FOOTINGS (CONC. DEPOSITED AGAINST EARTH).............3"
GONG. SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER
% TW ROUGH 018 BARS:........................................................2"
05 4 SMALLER................................................................_1 1/2"
CONC. NOT EXPO$ED TO EARTH OR WEATHERS
$LABS, WALLS 4 JOiSTs
*14 4 018 BARS: ..1 1/2"
A. $LAB ON GRADE (NO SPEC. PS1 "11 iSSAR 4 SMALE LRs......................................................... 3/4"
1NSPEC.) BEAMS, COLUMNS
B, FOOTINGS 25M RigI PRIMARY REINFORCEMENT TIES STIRRUPS, SPIRALS:1 1/2"
1, CONTRACTOR SHALL SUBMIT REINFORCING STEEL $HOP DRAWINGS FOR
G. WALLS P$1 REVIEW BEFORE FABRICATION 4 INSTALLATION,
D. CIP BEAM$ 4 STRUCTURAL $L.ASS PSI
E. COLUMNS / CAISSONS PSi
F. POST TENSION SLAB PS1
G. GRADE BEAMS (GS'S) FIV
H. CONCRETE OVER STEEL DECKS r!N
1. PRECAST CONCRETE TOPPING: SEE NOTES IN APPROPRIATE SECTION.
J. TiLT-UP CONCRETE SEE NOTES IN APPROPRIATE SECTION.
K. CONCRETE TOPPING OVER PLYWOOD:
A, STRUCTURAL LIGHT-WERGHTs 30M PSI (SEE NOTE BELOW)
B. NORMAL WEIGHT: 30" P$1
C. CELLULAR: 1000 PSI (SEE NOTE 2 BELOW)
2. UGHT WEIGHT CONCRETE SHALL ISE AIR ENTRAINED AND HAVE A DENSITY
RANGE OF 115 PCF MAXIMUM AND 100 PCF MINIMUM.
3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE
ENGINEER WHEN CONCRETE REQUIRES SPECIAL INSPECTiON.(SPEC. iN$P. HILL
BE REQUIRED FOR ALL CONC, W/F'C GREATER THAN 2500 PSI,)
4, CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR TYPE It.
D. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM
C-33. AGGREGATE FOR LiGHT WEIGHT CONCRETE SHALL CONFORM TO
6, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
WITH ASTM C-S4-81,
1, ADMIXTURES MAY BE USED WITH THE PRiOR APPROVAL OF THE ENGINEER.
ADMIXTURE (COMPLYING WiTH ASTM A4S4) USED TO INCREASE THE
WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE
SPECIFIED MiNIM1UM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT 15EE USED).
S. WATER SHALL BE CLEAN, FREE FRRZOM'I DELETERIOUS AMOUNT OF ACIDS,
ALKALIS OR ORGANIC MATERIALS.
S. REFER TO ARCHITECTURAL DRAWINGS FOR MOLD$, GROOVES,
ORNAMENTS, CLiP$ OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND
FOR EXTENT OF: DEPRESSIONS, CURBS, AND RAMPS.
10, DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME SIZE, GRADE
AND SPACING AS VERTICAL WALL REINFORCING:. (U.O.N.).
11. SLUMPS- THE MAXIMUM SLUMP SHALL NOT EXCEED 4" FOR FOOTINGS,
SLABS ON EARTH AND MASS CONCRETE AND 5" FOR OTHER CONCRETE,
DURING TEMPERATURES ABOVE 90 F, MAXIMUM OF Co' SLUMP RS PERMISSIBLE
PROVIDED THE MIX DESIGN 1$ REEViSED ACCORDINGLY BY THE TESTING
LABORATORY, MEASURE SLUMP IN ACCORDANCE WITH "METHOD OF TEST FOR
$LUMP" OF PORTLAND CEMENT CONCRETE A$TM C143.
12, NO SLEEVES OR CHASE$ SHALL BE PLACED IN BEAM$, $LABS OR WALLS
EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL
FOR INSTALLATION OF ANY ADDiTIONAL SLEEVES OR CHASES, NO CONDUIT
SHALL BE PLACED iN THE CONCRETE TOPPING OVER STEEL DECKING.
13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLAB$ BEFORE
PLACING CONCRETE. SEND REINFORCEMENT AROUND SLEEVES.
14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC, SHALL BE
FORMED WITH A " CHAMF`ER.
15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE
FABRICATION AND INSTALLATION.
16. IN THE EVENT OF AN UNINTENTIONAL. COLD JOINT, THE CONTRACTOR SHALL REMOVE
ALL LAiTENCE AND DELiTRIOUS MATERIAL TO PROVIDE A SOUND�CLEAN,ROUGH SURFACE AND
USE A BONDiNG AGENT THAT PRRODUCES A HiGHER STRENGTH JOINT THAN THE CONCRETE USEC
- PC + 251% MINIMUM,
11. CONCRETE COVER SHALL BE IN ,ACCORDANCE WiTH SECTION 1.1 OF ACI 315,
18, DO NOT DISPLACE RESAR FROM THEIR INTENDED POSITIONS
DURING CONCRETING.
ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (D.F.) OR LARCH WiTH THE
GRADE MARKED BY A RECOGNIZED GRADING AGENCY (W.C.L.A. AND W.W.P.A.).
WOOD GRADES (UNLESS OTHERWISE NOTED)
A. FOR HORIZONTAL MEMBERS:
JOISTS 4 RAFTERS GRADES
NO. 2
SEAMS 4 STRINGERS GRADES
NO, 2 (U.O.N.)
PURLINS GRADES
NO, I
SUS-PURLiNSS
2X4 GRADES
NO, I
2X&.s GRADE:
NO, 2
LEDGERS 4 NAiLERS GRADE:
NO, 2
HEADERS GRADE:
NO, 2 (U.O,N,)
S. FOR VERTICAL MEMBERS TOP
4 BOTTOM PLATES: MATCH VERTICAL MEMBERS,
GRADE 02 MIN (U.O.N.),
4X POST GRADES
NO, 2
6X POST GRADE S
NO, 1
STUDS$ GRADES STUD
OR SETTER, 1071AX (U.O.N.)
3. ALL SiLL$, PLATE$ 4 LEDGERS IN CONTACT WITH CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED (P,T,D.F.). BOLTS SHALL BE PLACED S" MAX FROM
THE END OF A BOARD OR A NOTCH IN THE BOARD AND SPACED
AT INTERVALS NOTED IN PLANS OR $CHEDULES.( 2 BOLTS MIN./PIECE).
4, ALL PLYWOOD AND OSS SHALL BE CERTIFIED AS CONFORMING TO U.S. PRODUCTS
STANDARD PS-2-S2 BY A CERTIFICATION AGENCY APPROVED BY THE NATIONAL
EVALUATION SERVICES INC, OR 1,154.0.
5. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS.
ALL SOLT HOLES IN WOOD SHALL BE DRILLED 111W MAXIMUM DIAMETER LARSER
THAN NOMINAL SOLT DIAMETER,
6. PROVIDE JOiST(W UNDER ALL PARALLEL NON -SEARING PARTITIONS PER DETAIL 15/62
AND SOLID BLOCKING UNDER ALL PERPENDICULAR NON -BEARING PARTITIONS,
1, ALL FRAMING ANCHORS, POST CAPS, COL. BASES, ETC. SHALL BE
MANUFACTURED BY "SIMPSON" OR APPROVED EQUAL, USE COMMON NAILS AS SPECIFIED BY MANUFACTURE
8, PLYWOOD FLOOR SHEATHING SHALL SE GLUED TO FLOOR JOISTS WiT14 ONE
CONTINUOUS BEAD OF AN ADHESIVE COMPOUND CONFORMING TO ASTM D 3024,
AND IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS.
S. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS SHALL BE PERMi'I"tED
ONLY AS DETAILED OR APPROVED BY THE ENGINEER AND/OR PER USG SECTION 2326.
10, BOLTS IN WOOD SHALL NOT BE LESS THAN 'I DIAMETERS FROM THE END
AND 4 DIAMETER$ FROM THE EDGE OF THE MEMSER(U.O.N.).
11. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED IS%.
12. ALL NAIL$ SHALL BE COMMON NAILS(U.O.N.3
0
f
p3 ,
s
.R94 Of
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
1
5-i 2-05
CLIENT REV
Mark Date By
A
Mark Date By
A
Seal
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STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
STRUCTURAL
NOTES
DWG EDiTIION ..
REVISION
Job No. : 04_ 198
Store :1891
Date .5-13-05
Drawn By R.H.
Checked By. R.N.
Sheet
S-1.1
E
I
2-2x PLATES OR
PLATES TO SEAM t'
NO PIPES THR J WHERE PIPES ARE MORE DOUBLE PLATE
u; ; FOOTING THAN 36"BELOW BOTTOM _____�__------- -------- ---------------------------
'' OF FTGS. FTG.MUST BE BAR SIZE 2 3 4 a5 & $ 9 10 11 14 18-r-----r-r----_ ry-r- •___ r - -vr _ _- ti• e•- - -- �7+ _- •_ e-+_ -
--
PiM TO CLEAR LOWERED SO THAT 36" BAR D!A I!4 3!$ I12 $/$ 3!4 i!$ I 1 !!$ 1 1/4 3!$ 1 3/4 2 1/4 r 1 1 ! ! f 1 1 r 1 E ! ! r 1 ! 1 1 t
I '� ,`• ° MAXIS MAINTAINED. I i i i I i i ki 0 i I i i i fit,
U u SLEEVE BY 1/2" d
"•' • 4s f: 1 r r t ► t 1 I E t! i 1 r �
by r! 11 ri !r ri
ALL AROUND db
!! f! 11 !! rr+ r! II! !1
------ NO PIPES TO PASS TWRU b r.! t r 1 1 r i 1 r ri tL r! ____ r 1 i ! t AT C �. �P C.m�TKiiN 11 i!-J'�
><:��.•.. ---- R d t! f l I r i► ! i f 1 t!! r r
E COLS,OR COL.FTGS.OR S1 R r i 1 1 1 r --_- 1 ! 1
-. R R • r i f r i t I F-----i ►-- --a ►------111 I f
( UNDER COLPTG. 1 1 ! r r r F I r I! i t 1!r 1 I
y} db Ii If III ii ii ii iii iI 2'-0"MIN,
I CONG,FtLL t0 BE PLACED BEFORE FOOTING 9" .1 1 ! I ! 1 1 1 f ! t ! ! t ! 2-2x PLATES
IS POURED. MAKE SAME WIDTH AS FOOTING � � � BEND OFFSET HOOK }� 1 i i i i i 't OFFSET
AND POUR FULL WIDTH OF PIPE TRENCH 1M, t t i 1 161 Q i r r 1 1! t 1+ r 1
t f
f l i 1 Iri
db- DIAMETER OF BAR r 1 r t 1 r i i 1► 1 i 1 i ! !" STRAP !PLAN •
R .3dbFOR�?'TO!'$ !! r 1 'r �_1! ►! 11 !!! !!
W! 8-Ibd MIN.
R- 4db FOR •S TO +NI ! 1 '! ----- 1 --- r r 1 11 r! 1 r 1
D 1r - 1r 1I_ rl 1r r1 ►!1 11 EQ. EQ,
18" TRENCH --- �-
Ir f! t! 11 rr !! ! ��---
! t r! f! 1 1 ! r !! ! i r----i t--
MIN. 5200 Buffington Rd.
1! ! F t t ! 1 !11 If
PIPE TO CLEAR BAR ! i JOINT BL K G, z
I " !! I I I I I !; I i * * Atlanta Georgia,
•...::� 1 I -I - PIPE SLEEVE BY 112 r !
•. •: 1 :;.•':a:'' I ALL AROUND 2'-0" MIN, 2"-0" MIN. X i i �T i i i i I i r
-:.,.. uril� I i i i i i i i i i 1'•i i i 3�i34-2998
! i I f EN! i i f r., r !! * MIN, DIMENSION OF Revisions:
`' 400MAS. OR 400MAS. -''� a-�- i i ! r ! I r!r ! ! ANY SWEET a 2
t ' s' ' NO PiPE T1♦1RU SiLL PLATE 1 ! I i r ! 1 t !
2 NO DIGGING FOOTING
I ',• 6• �1 t FOR PIPE TRENCH 4 pp
/PARALLEL TO FTC. 1 1/2 DiA, C�:1 1/2" MIN, CL. _ Mark Date B y
• +�� ~�•�� WITHIN THIS LiNE
%�'r'E PARALLEL TO F'OOT'1VC� P�"E P&IM TM FT�N._ WALL FOR PARALLEL OARS HOLD DOWN ANCHOR
WHERE SHOWN ON PLANS � ANCHOR BOLTS
LOCATE STUDS
ALL ELEVA� To- _�Q�Cl.�� AT SPLICE 5- 1 2'- V 5
4 CLIENT REV
TYPICAL MAL OF PFM AT r%" I W AND FOUi RATION WALLS FENS. BARB Aid') SK" DETAIN.. TYPICAL. PI.YWkX�t:1 WAi.L SI"EATI" M LAYOUT' rrVERICAU IB.EV'ATM OF PLATE SR" iiYP.}
Mark Date By
a
STUDS .2x6
ALTERNATE 12" PIN 2. 32 "1 O,C, (ICSO #1RAMSET 39) REDHEAD 11V EDGE DiST. 2X4 FLAT SLK'G At TOP PLATES Mark Date B
S" f iS"11IN) BEND MIN, 2X SILL PLATE (P,T,DPd - "'- - - UNSUPPORTED AS REQUIRED PER EPLANS AL FLAT SLK'G T STRAPS ! PLAN J
TYP C18"MIN) � � _. - - J " ALL PLYWD JOINTS
_.,t-._.,�_. _ I _ - i �a EDGE DtST. - PERP TO JOISTS
•t ." , �y. :' ,', • . �' _ - = i � � (SEEPLAN) EQ. EQ.
W.F. OR RE -SAW CTR. IN SLAB TYP. (U.ON.) = - - -- _
s UNDERLAYMENT PER 1 -
. CONCRETE SLAB PEER PLAN SOILS REPORT. -- _ ; _ -- _ + L - j - 5' a W -0" O/C
EN
1°6 (V) MIN,
�I 1i I�
mg&m OEM WALL
TYP. U.O.N. --- _- ___ -- VFN
(WALLS ONLY) w��AGGEORo1NT5 i= , "Seai
s(V) MIN. °: '. CONCRETE OL.AS PER PLAN i� I _ jr
-FN
,EDGE PLYWD JOINT$TZ.W.F, OR RE -BAR) CTR, IN $LAS TYP, (U,O,N.) - - - - - 4'-0"X8'-0"TYPICAL ( I 1 (TYP, U.O.N, .. : . ....- - TO BE CENTERED
IWALLS ONLY) : ~ ; • ' ; ', 04 CONt, ��" MIN. CLEAR PLYWOOD SHEETO
ON JOISTS
' (U.O,Nd EACH WAY EDGE OF PLYWO JOINTS `-`-! I o �" °'
SLAB DEPRESSION TO BE CENTERED '� — w k
BEAM /POST
MAN
<a. �t SEE PLAN ON JOISTS 4'-?.►"x $'-0" TYPICAL
TYPICAL tY • t TYPICAL - - PLYWOOD SHEETS
TYPICAL TYPICAL 1 SN BOUNDARY NAILS
CORNER INTERIOR CORNER INTERIOR 1 EN a EDGE NAILS
FN • FIELD NAILS ALT., 4x ! +6x PLATE$ - USE BUTT SPLICE
EQ. TO $LAS THICKNESS
W! STRAP AT SIDES /PLAN
DQL= LAM • ERLAYMENT PERL PARALLEL TC) - - _- 8 �
Mem am LAM BumMem SOILS REPORT, w
}(}I W
4 �.. Z O
TYP. FENS. AT OF BEAMS, WALLS AND SLAB ON GRADE TYMCAL PLYWOOD SI"EA1HNVt'� LAYOUT ALA ca BEAM TO TOP PLATE COW p � � Z v
- Q v W
v �
c
vc !
t � m ,•.,
r N S
CONC SLAB - t�tl 1/8" SAWCUT OR d QD
PER PLAN p TOOLED JT, !b
BR OUTSIDE (2 *M N) d 40 b ,�� NON -SEARING WALL SNUG FiT o
AROUND 40 " I r ABOVE (WHERE OCCURS)
CORNEIke
R (24"MIN) 24 MIN. I t 2x4 a48" O. .
W/2-1�.*d EA
SAWCUTS TO SUBDIVIDE ALL FLOOR SLABS ON I JOIST OR RAFTER tRUSSJPL
GRADE INTO AREAS OF 400 W. FT, OR LESS,
AREAS TO BE SQ, OR APPROX. W.
BEND INSIDE $ CONC $LAB 1'-0• LAP (W,W.F, OR TEE -BAR)
v BARS VERTICALLY �pE+(VERT,) PER PLAN
2x SLK ES
IN CORE 06" MIN, �t MIN.SEE PLAN
UP OR DOWN) � � AT 48" O.C.
r5 (V) MIN, H i i " Wl2XBLKG PTC AT " O, U
TYP. (U,OX) _
-Ihd
I � SUBSEQUENT POUR FIRST POUR
V JOIST OR RAFTER
KEYED JOINT ADJACENT, POURS TO SE MADE 8 HIM APART, _
MR SLAB �, EXPANSIVE MAT'L. TRUSS BOTTOM CHORD DTC AT r48" a♦C. " STORE
PER PLAN EACH SIDE - STAGGER OTC AT 48 O,C. S A N T A A N A
TYPICAL DTC • 24" W/2XBLKG
TYPICAL TYPICAL TYPICAL
G�ORNEta' INTERIOR CORNER INTERIOR
3601 South
NOTE, $LAB UNDERLAYMENT PER SOILS REPORT,
CONSTRUCIM Bristol Street
Santa Ana
TMAL HENVFt RRCNVQ AT 9MEC1104 OF MASONRY WALLS � ON C;LFiADE TYPK`I�IL NON-BEAR�V�G1 WALL DETAL dal i f orn i a
SHEET TITLE
STRUCTURAL
" 1'-0" LAP 1'-0" LAP DETAILS
2 -0
"
(MiN.) "M IN, 2x BLK'G. DOUBLE JOISTS (U,O,N.)
FCNDATION WALL --
°3 NOSING 2X STUDS ! PL
BAR (TYP.} ` •'.� - .A d ! EA. END
30 LAP
• : , (- TYP. 3,-0» OPEN HEADER /PLAN DWG EDITION ..
REVISION
1" (TYP,) a
(MIN.) ♦ TYP. JOT, HANGER (U,O,N„) +
' . • 3" GL, � NAILING (ffi) tbd • JOIST OR RAFTER �
�ii" CLEAR "+ ; : i " EACH SIDE PIRESTC7t' NON SEARtt1G WALL
UA
" 2x OGAB ///
EA, WAY +��'. ,`r ' .,• b" SLAB 1:.. i ., a DOUBLE HEADER JOIST$ USE 4-16d TO POST Job N o.
.•• I6d • IZ" AT 4x6 , 04-198
2-ROWS FO 0 12 TYP TYP.(U.ON. Zsi�cl TRIMMER j 8�
• ' Store
:• , :"`, f.. 4 ♦ 12" O.C. EA, WAY AT REMAINDER.
MIN, MID WEIGHT Date 5-13-05
��, -� 2x BLK'G, TRIMMER STUD 1-2X MIN(U,O,N,}
••" :.` • � i N4 w 48" O.C. 3m LAP - '
.t' • I 1 —1 d i� '� .mow..
, • ! WHERE tPlDtCA'1'SD .
-i - IF T X f I Drawn By
{{ t INTER OR OPENING T SPAGING/PL Checked By: (MAX. } [(-� tTHE MANO�OR
"' I) 3'-0` 1'-6" • (U
WALL LWEIGHT OPENING WIDTHS KING POST(U,O.N.) R.H.
f4 SEE ARCHITECTURAL DWG, (MIN.) (MIN.) JSt SPAGtNG/PLAN
NAILING ('5) 1bd STAGGERED B.N. AROUND $, 0, 2 2X
FOR STAIR RISE, RUN. < JOIST OR I�!,4FtER Sheet
2 -0 FINISH, SEE FOUNDATION t SECTIONS FOR � OPENING IN DIAPH. (TYP.) lot o' 4' 1-2X
(MIN,) FOOTING SIZE Al REIN. .. " NOTE, MAX OPENING W-O" x 4'-0" 10' 1& 3-2X
S-2
TYPICAL AT OPEi+ M a TYP. I"EADER DETAN. (U•O"N. b: o
CX'INC" STAR ON CLRA►DE TYP. STEPPED F'{X�11'NVC1� � TYPIC�►L. SPLiG''E DETAN. NON BE�AtRNVQ WALL Q
�1 �� I �00
CONNECTION
NAILiNG(i)
1, ,JOIST TO SILL OR GIRDER TOENAIL
3-Sd
2, BRIDGING TO JOIST TOENAIL EACH END
2-8d
3, 1"x 6"(25fan x t52mm) SUBFLOOR OR LESS TO EACH JOIST, PACE NAiL
2-8d
4, WIDER THAN Px 6'125mm xM2mm) SUBPLOOR TO EACW JOIST, PACE NAIL
3-8d
5. Vb1mm) SUBPLOOR TO JOIST OR GIRDER BLIND AND PACE NAiL
2-16d
6. SOLE PLATE TO J016T OR BLOCKING, FACE NAiL
16d AT I61406mm) O.C.
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS
3-16d PER 16"(406mm)
1, TOP PLATE TO STUD, END NAIL
2.16d
8. STUD TO SOLE PLATE
4-8d, TOENAIL OR2-16d,
END NAIL
* DOUBLE STUDS, FACE NAIL
I6d AT 244l610mm) O.C,
IV. DOUBLE TOP PLATES, FACE NAIL
i" AT * 1406mm) O.C.
DOUBLE TOP PLATES, LAP SPLICE
8-ibd
11, BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE TOENAIL
3-ad
12. RiM JOIST TO TOP PLATETOENAIL
ad at &Yi$2rm )O.C.
13. TOP PLATES,LAP$ AND NTERSECTiON$,FACE NAiL
2-16d
14, CONTINUOUS HEADER ;TWO PIECES 16d AT tb1(406mm)O.C. ALONG EDGE
r5. CEILING JOIST$ TO PLATETOENAIL
3-8d
16, CONTINUOUS READER TO STUD,TOENAiL
4-8d
M, CEILING JOIST,LAP OVER PARTITiONSPACE NAIL
3-ibd
18. CEILING JOIST TO PARALLEL RAFTERSPACE NAIL
3-164
1% RAFTER TO PLATMTOENAiL
3-8d
20, 1'(25mm) BRACE TO EACH STUD AND PLATE)RACE NAIL
2-Sd
21. i'XW(25mm x 203mm)$4EATWING OR LESS TO EACH BEARNGFACE NAIL
2-13d
22, WIDER THAN 1"X$"125mm x 203mm) SHEATHING TO EACI4 BEARWsPACE NAIL
3-8d
23. BUiL.T-UP CORNER STUDS
16d AT 24"f(pp10m )0.C.
24, BUILT-UP GIRDER AND BEAMS
20d AT 32'(SftW.C. AT TOP
AND BOTTOM STAGGER 2-20d
AT ENDS AND AT EACH SPLICE
25, 2" (81mm)PLANKS
2-I&D AT EACi4 BEARNCI
26. WOOD StRUC'TUIRAL PANELS AND PARTICLEBOARD:
SUBFLOOR, ROOF AND WALL $1EATWNG (TO PRAMiNGAO NCH-25.4mm)
in' AND LESS
bd3
1813?"-3t4"
Sc OR bd5
8d3
Wd4 OR ad
i i/6'-1 1/4•
C.OMBNATiON SUSPLOOR-UNDERLAYMENT (TO FRAMNG)s(I NCW:23.4mm)
$14' AND LESS
bd5
$d 3
W-1"
10d4 OR Sd5
1 IWA 1/4'
21. PANEL SIDING ( TO FRAMNG)i
14'(13M)OR LESS
bd
�6
ad
5/16*06n"t1)
28, FIBERBOARD SWEATRING,
NO, 11GA.8
1/2*03mm)
ba 4
No. 16GA 8
25/32' (20mm)
No. 110A s
ado
No, i6GA.9
25, INTERIOR PANELING
1/4"
4d kv
3/S'
1t
did
A
B.N.
RIM OR
SLKGs
O TA&S-ER NAILS tF
2 ROWS ARE REQ'D
(3" MIN FROM END
OF JOIST)
A?
Fa
AW OR A35/604ED.
NOT ALLOWED *
TJI/PRO SERIES
WALL.
2x
(U
iHEAIZ WALL.
LAG SCREW
PER PLAN
2x ELK * 321
EA. SIDE
(U.O.Nd
SHEAR WALL
BOTTOM
PLATE
CONN.
WEAR WALL
JOIST
TYR BOTH PLATES
WHERE 1 1/2" LT. WT.
C42C. APPLIES.
-I SWEAR WALL
1 1/2" LT. WT, CONC.
$WEAR WALL
4OR BOLT
EDULE
' `_ BLKG MN.
SCHEDULE ULE NOTES-
1. EXTERIOR STUCCO WHERE OCCURS SHALL BE WOVEN WELDED WIRE
LATH WITH 1/S' PORTL.AND CEMENT PLASTER WITW • It CA. NAILS
ABOFEMTION3t
x i V2' LONG x 1,46"0 READ OR • 16 GA, STAPLE x 1/A" LONG LEGS,
C.N. , COOLER NAILS
PLY. , PLYWOOD
2. ALL SUPPORTS FOR THE GYP. BOARD TO BE NAILED WITH COOLER
SLKD, t BLOCKED
GYP, I GYPSUM
NAILS (C.N,)
(56) 1 BOT14 SIDES
BD. i BOARD
FND, r FOUNDATiON
C.ONN. r CONNECTION
3. ALL PLYWOOD PANEL EDGE$ TO BE BLOCKED,
PL, r PLATE
T.N, i TOE NAIL
A.B. f ANCHOR BOLTS
MO.N.) I LMEB$ O'T14ERWISE NOTED
4. 3x AT PANEL JOINT$, 3x BOTTOM PLATE AND 3x NTERt'IEDIATE
(L) : LAG BOLTS
: "AR WALL SCHEDULE
BLOCKING IS REQUIRED.
(ST) i STAGGERED
SCHED.
5. SILL, 3x& TOP AND BOTTOM PLATES 4 4x& BLOCKING
REF, I REFERENCE
STR I I STRUCTURAL 1
4 NTEWEDIATE PANEL JOINT$ IS REQUIRED.
GA. I GAUGE
CDX r EXTERIOR *RARE PLYWOOD
6. SWEAR WALL$ I"ItTH PLYWOOD ON BOTN $IDES, BOTH VERTICAL
MN. s MNIhiIF"t
I3LK s : BLOCKING
AND HORIZONTAL INTERIOR JOINT$ ON OPPOSITE SIDES
BLK BLOCK
FMO'D: , REQUIRED
OF THE WALL SHALL BE STAGGERED.
O.C. t ON CENTER
OR. W, t SWEAR WALL
1. ALL ANCHOR BOLTS TO BE 10 NCWES LONG * 2x SILL,
12" LONG. * 3x SiLL, 14' LONG * 4x $iLL
(MINIMUM A.B. EMBEDMENT TO BE 1 NCIE$ U,ON.)
FOR ADDITIONAL ABBREVIATIONS SEE SWEET SPi
0. AT ALL ROOF PLATES WITH FRAMING PERPENDICULAR TO WALL
USE A35 * 24" OR Wi PER TRUSS - TYPICAL (U.0.1W
A35P ANCHOR$ SHALL BE INSTALLED PRIOR TO PLYWOOD OR
REDUCE ANCHOR SPACING 15% (1.E. &X,15 - 6' O.C.)
9, 2-ANCHOR BOLTS PER WALL MINIMUM,
10. MNtMUM A.M. SPACING, 5/8*0 A.B.* * 60" * EXTERIOR WALLS (U.O,N.).
1/32' 0 iTW RAMSETJREDWEAD PIN * 32% ( iCi30 M638) FOR
INTERIOR WALLS WITH WALL SHEAR LESS THAN 10VAT, ONLY,
It. USE C0t-M'1GN NAIL$ FOR PLYWOOD NAILING. GALVANIZED BOX NAILS
CAN BE SUBSTITUTED POR COMMON NAILS.
12, (@ Ca-1NECTtoNS FOR 24D FLOOR AND ABOVE ONLY, USE 3x MIN BLOCKING
BELOW AT WALLS WITH LAG BOLTS OR 16d * 2" O.C. OR LESS
(STAGGERED) C:ONNECTION6.
15. SWEAR TRANSFER WITW rbd SINGER NAILS (0.t4$ MIN X 3 UR' Ldi�s MIN) OR BETTER.
A35F ANCHORS $WALL BE INSTALLED PRIOR TO PLYWOOD OR
REDUCE ANCHOR SPACING 15% (I.E. Vx.15 - 6' O.C.)
14. USE TJIADRO250 OR LARGER OR TIMSERSTRAND RiM 041TH NAILS OR A35'6.
VERiY W/ THUS$ SUPPLIER MN, NAiL SPACING OR USE 3x/4x NOMINAL
MEMBERS PER NOTE 12
NOMS., M. HI COULD BE SUBSTITUTED FOR A35'S * ROOP.IWt * 24' O,C,)
it COPt'1ON OR BOX NAILS MAY BE USED E>=M M ME OrreW SE STATED t6. DRILL 4 EPDXYI SIMPSON "SET' t,C.B.O. 5218 SPEC.
SINKER NAILS ARE ACCEPTABLE AT WOOD TO HOOD CCH40=0404CEPT INSPECTION REO'D, S64' - 5' MIN EMBED) - PILL ALL OVERSIZED
At FLYNOOD NALNG (RPOP, FLOOR5,131EA9&L) NHICN $MOULD BE PER $OWEDD" PLATES W/ EPDXY OR DRYPAC K
AND RESPECTIVE WIES. 11, 3X MIN PTDF SILL, OR 2X SiLL 4 REDUCE ANCHOR SPACING x U2
2) NAILED SPACED At 6 INCHES, (W (rif) ON CENTER AT EDGE,1200 0W AT RIEFS"EPIATE SF,t'FY?R1' EXCEPT b IU04E6 FOR WALL $REAM°! 600 LBO LESS ONLY. 3x MIN AT ALL ABUTTING PANEL JONT$.
(52nn) AT ALL SUPPORT WHEW SPANS ARE 48 INCHES (t219im) OR MORE. FOR NAiLMCw OF WOOD STR.IOTURAL PAAEL
AND PARMIEBOARD DiAPN4AGMS AND SIEAMULLS, FS TO SECTION 2351.3 4 23%.4. NALS FOR HALL SHEATNING MAY SE 10, 3x MIN. PTDF SILL (PON ONLY)
COMMON BOX OR CASING.
3)C 011ONOURD"O"DSAO K
4) cl 1WN "EAR WALL SCHEDUA NOTES,, AND DETAINS
W 090011ED SHANK
6) COMMON-RESISTAW WINS OR CASW NAILS CO OkMI1 TO M 1ME(AMETCt6 OF SEC"ON 292 J
SHEARWALL SCHEDULE
SHEAR WALL
REF. 10
ANCHOR BOLTS
AT FOUNDATION
0
REF, 16 EPDXY ALTERNATE
ANCHORS AT FOUNDATION
Q
A REF. 12
B EF 8,13
@REF 13, REF, 15
@C REF 13, REF, 15
COMMON NAILS
BOTTOM PL
NAILING
LAG(L) STAGG.(ST)
A35'S
BLK OR JOiST
TO TOP PL.'S
TJI /PROi50 SERIES
TO TOP PL. S
TJI/PR0250; TJI/PRO350
TJI/PRO550
TO TOP PL,, S
ALLOWABLE
SHEAR
(LB/FT)
REMARKS
MARK
MATERIAL
REF. 2,11
NAILING
M
STUCCO
REF. NOTE 1
5/8" pr A.B. 0 48"
5/8" 0 0 48"
16d 0 6"
A35 0 24"
16d ® 6"
16d 0 6"
180
3/8" PLY CDX
8d 0 6"
5/8" 0 A.B. 0 48"
5/8" o 0 48"
16d 0 6"
A35 0 16"
16d 0 41h"
16d 0 41h"
260
®
3/8" PLY CDX
8d 0 5"
5/8" o A.B. 0 32"
5/8" o 0 32"
16d 0 3"
A35 0 16"
16d 0 71h" 2-ROWS
16d 0 71h" 2-ROWS OR A35 ® 8"
320
a]
3/8" PLY CDX
8d tip 4-1/2"
5/8" o A.B. 0 32"
5/8" v A.B. 0 32"
16d 0 3"
A35 0 12"
16d ® 6" 2-ROWS
16d 0 71h" 2-ROWS OR A35 0 8"
349
M
3/8" PLY CDX
8d 0 4"
5/8" o A.B. 0 32"
5/8" o 0 32"
16d 0 3"
A35 0 12"
16d 0 6" 2-ROWS
16d 0 6" 2-ROWS OR A35 0 8"
380
REF. NOTE 17
7[J"
3/8" PLY CDX
8d 0 3"
5/8" 0 A.B. 0 24"
5/8" o 0 24"
16d 0 2 1 /2" (ST)
A35 08"
16d 0 41h" 2-ROWS
16d 0 41h" 2-ROWS OR A35 0 8"
490
REF. NOTE 17
Q
3/8" PLY STR I
8d ® 3"
5/8" of A.B. 0 24"
5/8" try ® 24"
16d 0 2" (ST)
A35 0 8"
REF.14
16d 0 4" 2-ROWS OR A35 0 8"
550
REF. NOTE 4 & 12 & 17
®
3/8" PLY CDX
8d ® 2"
5/8" o A.B. 0 24"
5/8" S ® 24"
16d ® 2" (ST)
A35 0 8"
REF.14
16d 0 3th" 2-ROWS OR A35 0 8"
640
REF, NOTE 12 & 18
10
3/8" PLY CDX (BS)
8d 0 4"
5/8" o A.B. 0 16"
5/8" 0 0 16"
1/2"x8" 0 12"(L)
A35 ® 6"
REF,14
A35 ® 6"
760
REF. NOTES 4,6,12
t i
3/8" PLY CDX (BS)
8d 0 3 1 /2"
5/8" S A.B. 0 16"
5/8" o 0 16"
1 /2"x8" ® 12"(L)
A35 0 6"
REF.14
A35 0 6"
870
REF. NOTES 4,6.12
12
3/8" PLY CDX (BS)
8d 0 3"
5/8" o A.B. 0 12"
5/8" o 0 12"
1 /2"x8" 0 8"(L)
A35 0 5"
REF.14
A35 0 5"
980
REF. NOTES 5,6&12
13
3/8" PLY STR 1 (BS)
8d ® 3"
5/8" S A.B. 0 12"
5/8" B 0 12"
1/2"x8" ® 8"(L)
A35 0 5"
REF, 14
A35 0 5"
1100
REF. NOTES 5,6&12
14
15/32" PLY CDX
10d 0 4"
5/8" 0 A.B. 0 24"
5/8" o 0 24"
16d 0 2 1/2"(ST)
A35 ® 10"
REF.14
A35 0 10"
460
REF. NOTE 4 & 17
15
15/32" PLY CDX
1OdX 2 1/4" 0 3
5/8" 0 A.B. 0 16"
5/8" S 0 16"
16d 0 2" (ST)
A35 0 8"
REF.14
A35 0 8"
600
REF. NOTE 4 & 12 & 17
1 g
15/32" PLY STR 1
10dX 2 1 /4" 0 3
5/8" 0 A.B. 0 16"
5/8" ai ® 16"
16d 0 2" (ST)
A35 0 8"
REF.14
A35 0 8"
665
REF. NOTE 12 & 18
17
15/32" PLY STR I
8d 6 2"
5/8" o A.B. 0 16"
5/8" o 0 16"
1 /2"x8" 0 12"(L)
A35 0 6"
REF.14
A35 0 6"
730
REF. NOTE 4 & 12
18
15/32" PLY CDX
10d 0 2"
5/8" o A.B. 0 16"
5/8" or 0 16"
1 /2"x8" 0 12"(L)
A35 0 6"
REF.14
A35 0 6"
770
REF. NOTE 4 & 12
1g
15/32" PLY STR I
10d 0 2"
5/8" .o A.B. 0 16"
5/8" 0 0 16"
1/20x8" Q 12"(L)
A35 0 6"
REF.14
A35 0 6"
870
REF. NOTE 4 & 12
20
15/32" PLY STR I (BS)
10d ® 3"
5/8" $ A.B. ® 12"'
5/8" .$ 0 12"
1/2"x8" 0 8"(L)
EACH SIDE STAGGER
REF.14
EACHA35/SIDE S -
1330
REF. NOTE 5.6 & 12
V FASTEtERS SPACED 3(%m) ON CEN11rR At EXSTERtOR EDGES AN> b NGIESf15bw►1 ON CATER At MITER"EDIATE SUPPORT$. PLYWOOD (B$)
6) COitltMON-11M141W ROOPM NAILS W W IMY1Mm) DIA VEIR CIE .:+IL At0113YS&O L EN 541 FOR 2M2Y20Mm) SWAM%
00fOIM IM TO Ile REGMA" "OF SECTION 2304.3 ��
W COMMON-REMTANt STAPLE& KIN NOMN& VI6YiMm) CRONN AND i W01 m) UMT14 FOR U IMM) SH6AY" AND
I In' (30m) LE3'1GTN FOR 25M INCC9 (20tm) "ATNINS CONPOR w TO TINE 1*1040ETII'S OF SECTION 2304.) BOLTS PER SCR RD POST PER PLAN
10) PANEL SUPPORT$ At * NCFE6(40b"m) 20 I4C'HES(108fm)1S STRENGTH AXIS iN THE LONG DIRECTION CF THE PANEL BELOW 00 NOT ROLDOIAN PER PLAN NOTE,
tWE16 OIHLNMYUSE MAWW. CASING OR FINISH NALS SPACED 6 M kxES(Dltlm) ON PANd. WINS, 0 NrAeS(301 m) AT COUNTERSINK MIN WALL END OR _ __
RD POST N.O.N.) MN CCNG SIDE COVER CORNER DISTANCE I'---=
NtEItB" LATE SIPPORTS, OR 0063 SCR" PER SCWEDUL.E SWALL BE SAME AS
•• MIN CONC SIDE COVER. t
V PANEL &JOPMM AT 24 M4CHE6(610Mm1. CAOM OR MU NAU SPACED b INCNE"20) ON PANEL EDGES,
12 INCIeN30bem) At IVTER't MTE $tIPPGRT. $ILL PLATE
SIMPSON OR 1EADED
A.B. PER SCR BELOW E( _
MO NOT USE V. BOL.T) f
R JA.
EMBED BELOW "
:4 LOWEST C.J,
2A MN.
MARK
MIN HD
POST
BOLTS/
SCREWS
ANCHOR 50LT
MiN CONC (2)
COVER ON
ANCHOR BOLT
DIMENSIONS
MONO POUR
TWO POUR
"All
(MIN)
11511
(MIN)
C,L
licit
F1402
4X4
1ID-6083
SSTI524
5ST1524
13/4"#
13/6"
F`14C*
4X4
14
6ST524
6ST1324
13/4"0
13/8"
P1.1Db
4X4
18
S5T828C3)
65T834(3)
13/4'Ib
13/8"
PHOS
4X4
24
SST528(3)
6STS34(3)
13/4"#
13/811
14C710A
4X4
4-1/8"#
6STB28(3)
6ST834(3)
1 B/4"0
6 3A6"
2 1/16"
1-1014A
4X6
4-1"#
i"#
1*#
1 3/4*#
16"
-("
2 3/16"
$11 (4)
->I5
6X6
1 5-i"Q+
1 1/4"#
1 1/4"#
1 3/4"#
2011
i"
2 1/8"
20 (4)
t. ALL HOEDOWN ANCHOR 1:OLT$ SHALL BE $£CURLY FASTENED iN PLACE PRIOR TO PLAC414G CONCRETE.
2. PROVIDE COVER At EARTH FORMED SURFACES PER FMW-ORCING STEEL NOTES AT ALL HOLDOWN ANCHOR BOLTS(LI.O.N.).
3. PROVIDE 8" MINIMUM FOOTING OR STEM WALL WIDTH.
4. SEE DETAIL A (EACH WAY AT CORNER)
PLYWOOD (06)
ALL ANCHORS SHALL HAVE MIN 3/16"x2"x2" PLATE WASHERS AT ALL ANCHOR BOLTS
PLACE ALL ANCHORS A MINIMUM DISTANCE OF 4 3/8" (AND A MAXIMUM OF 12")
FROM THE ENDS OF SILL PLATES.
- 4x -
BLK'G.
TYP.
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SWEAR VALUES
SWEAR VALUES
MA/R�K
TO 9f o « !FT,
A50YE WO s ! PT.
I ,
v�2
3x4
4x&
2x4
3X6
2-2x4
2-3x6
4
3x4
3x&
* REFER TO FOOTNOTE$ 94A 4 6
OF SHEAR WALL SCHEDULE.
LAYOUT I
LAYOUT 2
n
LAYOUT 3 LAYOUT 4
NOTEs WOLOOWNS 4 WOLVCWN
FOUNDATIONWE FRAMING PLANS.
W XCO 044 72-16d*12"
PER PLAN STAGGER
*
STAGGER E.N.
X
n
2-*d*12" ,
STAGGER
STAGGER E.N. --
$TRAP PER PLAN
Y
J
WOLDOWN
FK)LD(JWN
PER PLAN
81•T1ti+�N E4.�US
SOLID BLKY3.
BOLT. PLATE
At HOLDOWNS
7NAILER
I in
■i i�T ref �rr.�':M �1 II 1031
A35 OR TN i I tH) $T}0AP
SEE PLAN
PER PLAN I t l
t l l l t t 4 SCHED.
i EN PLYWD I. I! t (Y) STRAP
I I I i i t l i i SEE PLAN
wv vac r1,.. u�
STUDS NOT SHOWN
FOR CLARITY
HOUR yWN 6ETWIM R.OM
WOLDOWN
PER PLAN
,
{ k
t� k
x
s
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
A
5-12- Q5
CLIENT REV
Mark Date By
A
Mark Date By
Seal
ERz
o o
VA)
�3�5/J3J 4c �
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STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
SHEAR WADI...
SCHED, c DET.
DWG EDITION .,
REVISION
Job No. « 04-198
Store :1891
Date :5-13-05
Drawn By
Checked By: R.H.
Sheet
S-3
its
* .r t p'1117 It I ht• Lro 1
I. INDICATES DIRECTION OF EXISTING ROOF FRAMING
2. INDICATES SHEARWALL$ AND $HEAR TRANSFER FOR WALL$,
BELOW ROOF FRAMING. FOR SHEARWALL SCHEDULE SEE SHT. 6-3
3. ' ` '-' INDICATE$ LIMITS OF SHEARWALL.
FOR SHEARWALL SCHEDULE SEE SHT. 6-3
4. WALL$ SHOWN ARE BELOW ROOF FRAMING 4 SHALL BE 2x4 a 16" (U.O.N)
5. MINIMUM HEADERS (TYP. U.O.N) ARE: A-?- TO Al 0' $P AN
4x& TO
61-0"
SPAN
4x10 TO
8'-0"
SPAN
hx(o TO
4'-0"
SPAN
bx& TO
6'-011
SPAN
(WO TO
&'-C'
SPAN
6. FOR ROOF SLOPES 4 ROOF OPENINGS, SEE ARCHITECTURAL DWGS.
i. 10-16d EACH SIDE OF TOP PLATE SPLICE (TYP, U.O.N)
S. B.N. OVER! ALL DRAGS 4 E.N. ALL VERTICAL POST$ AT $HEARWALL$ (TYP.).
S. ALL NAILS ARE COMMON (U.O.N)
10. 1-2x MINIMUM UNDER BEAMS 4 HEADERS TYPICAL (U.O.N)
I1. * STRAP NOT REQUIRED IF JOIST, TOP PLATE OR BEAM IS CONTINUOUS.
12. MSTC 4 MST 4 ST STRAPS (H) SHALL BE LOCATED ON TOP OF DOUBLE TOP PLATES.
13. EACH TRUSS SHALL BE LEDG15LY BRANDED MARKED OR OTHERWISE HAVE
I=ERMANTENTLY AFFIXED THERETO THE FOLLOV41NG INFORMATION
LOCATED WITHIN 2 FEET OF THE CENTER OF THE 5PAN ON THE FACE
OF THE 50TTOM CHORD.
a.) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS.
THE SPAN ON THE FACE OF THE BOTTOM CHORD.
b.) THE DESIGN LOAD.
c.) THE SPACING OF THE TRUSS,
AIL
10=0UNDATION PLAN (N)
SCALE- 1/4"=1'-O"
(N)
C - NOTE
EX. LEDGER 4 HNGRS
REMAIN FOR 5UF'F'OR7
(N) JOISTS
1. 4" MIN. SLAB ON GRADE WITH REW 03 a IV O.C. E.N., OVER 4" GRANULAR MATERIAL.
OVER b MIL MOISTURE BARRIER OVER 2" CLEAN SAND.
2. ALL FOOTING WIDTH$ PER PLAN
3. A.B. 4 H.D. BOLT$ TO BE TIED IN PLACE PRIOR TO FOUNDATION INBPECTM.
4. ALL BILL PLATE$ TO BE P.T.D.F.
5. FOR ADDITIONAL DIMENSIONS, BEE ARCHITECTURAL DRAWING.
b: B --- S INDICATES STEP FOOTNG, SEE DET.13/$3
1. FOR ALL SLAB SLOPE$ 4 FLOOR DRAINS, SEE ARiCH'L. DRAWiNGS,
S. INDICATES LIMITS OF SHEAR WALL. SEE SHEET $3 FOR THE
$HEAR WALL SCHEDULE.
9, PRIOR TO CONTRACTOR REQUESTING A SLOG, DEPT FOUNDATION
THE SOILS ENGINEER SHALL ADVISE BUILDING OFFICAL IN WRITING
THAT:
A. THE BLDG PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT.
B. THE UTILITY TRENCHES HAVE BEEN PROPER.Y BACKFILLED 4 COMPACTED,
C. THE FND EXCAVATIGNS,THE SOILS EXPANSIVE CHARACTERISTICS 4 BEARING
CAPACITY CONFORM TO THE SOIL$ REPORT.
10. ❑ INDICATES SHEAR WALL$ 4 $HEAR TRANSFER FOR WALL 5
BELOW ROOF FRAMING. FOR $HEAR WALL SCHEDULE 5EE 544EET $-3.
MEZZANINE FRAMING PLAN
SCALE: 1/4 " = 1'-0" ( 125 PSF MAX LIVE LOAD )
3/4' PLY (32t1(o)
OdQ6-(0-10
t p t s Syr
� v
k
t
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mork Date By
A
5-12-05
CLIENT REV
Mark Date By
5-19-05
BD CORR
Mark Date By
Seal
a
w � •n P; >_
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a: pp�ppj
- N 3
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
FOUNDATION &
FRAMING PLAN
DWG EDITION ..
REVISION
Job No. :04-198
Store :1891
Date :5-13-05
Drawn By
Checked By: R.N.
Sheet
S-4
EX 2x 5ALL0,
WALL
EX 2x BLK'G
SHEARWALL 2x(o STUDS * 1168 O.C.
PER PLAN
3x OR 2x PTDF SILL PL
W/Ns"� A.S. * 48" O.G. MAX
1'3 DOWELS EN
6 1$' DRILL 3"
4EP"QCY�W/-SI PSON EXIST'G SLAB PER PLAN
21
OR EQ. 9
— T r1=1 11-11 _ r `rrLr
cc, (Y
J
cn
RE INF PER PLAN
PER
PLAN
CONT 4x
PER PLAN
t'P)
T
Z�
WALL ABV
PER ARCH'L
2x FLOOR JOIST
`SHEAR TRANSFER
'D %ER PER SCHED
R BLK
2x4 0 16" SHEARWALL
PER PLAN
E
EXIST'i
CONT
RIM
-05 T45
)RILL 3" t EPDXYREF
2 i
=TG INTERIOR FOOTING
2x(o STUDS 0 16" O.G.
.$/$" AB
PER PLAN
r.;^Iv I I.Z I rw%-7v
HOUDOM &TEFMTES
NEW HOLDOWNS
(MAX. LOADS
NEW ANCHORS
(A301 THREADED)
d1
HDG28/PHD8/HDSA
%"�
l�/�°
DRILL 4 EPDXY WITH SIMP 1 "SET" EPDXY I.C.B.O. SR 521% SPECIAL INSPECTION REQUIRED.
AVO10 ALL EXISTING REINFORCEMENT. CONTACT ENGINEER FOR CORNER CONDITIONS,
ELEVATED CUR55 LESS THAN 8' WIDE.
FOR OTHER APPROVED ALTERNATES, SUPPLY ENGINEER WITH 1.C.5.0. APPROVAL
FOR CYCLIC LOADS AND DESIGN CRITERIA LOADS
J1T t CURB
Y OTHERS
1 A35 E.S.
a EXIST'G TRU88 TYP
NEW 4x
.UNIT t CURS
BY OTHERS
-CONK.
PER MANUF.
'EXIST'G PLY
(N) 4x
W/HU HGR
EA. END
EXIST'G TRU55
9
CURB < UNITti "
WALL SHEARWALL BY OTHERS \
PER ARCH'L PER PLAN A35
5LK'G 32' TYP CONN. �� `� EX15T'G PLY
EX 2x 5LK LUS HGR PER MANUR
OR ADD AS NEC
SHEAR TRANSFER L2x
PER SCHED
EX 2x LEDGER
SHEARWALL EX BALLOON WALL OR ADD NEW AS NEC
PER PLAN W/2-A35/STU0 4 4x EXIST'G TRUSS
2-16d/5LK/STUD BEYOND
LV
. I
ill
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
5-12-05
CLIENT REV
Mark Date By
5-19-05
BD CORR
Mark Date By
A
Seal
-R
T z biy
O�� m
v u ^ 1 Q
a 1�`
W c
W m
r
N 0)
Z +
ghe
W VI
• pt x
Oi OD 4
O 9U
0100
r
C
o�
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
STRUCTURAL
DETAILS
DWG EDITION
REVISION
Job No. : 04-198
Store :1891
Date .5-13-05
Drawn By
Checked By: R.N.
Sheet
S-5
726
__._............_..................................................._...__..........._........__......................_...._......._......_..._......_........._..........................,......._.........
i I LA Ei I EI i { Ll
I 1El
G
Ej
V07� 612 727 W712 W712 W712 W712 k7r77 708
bk
727
S
709
727
714
1 /4"=1 '-0"
706
727 712 707 727 712 f
VERIFY LOCATION
OF TRASH RECEPTACLE
........................................
5 TIER
:7A4
523
2460
5 TIER
5 TIER
522
523
2448
2460
PVC FOR
SODA LINES
z
:2
100
DESCRIPTION OF
I-
z
EQUIPMENT
a
1 SERVING COUNTER
A U AC UR
CLAYTON FIXTURE
MECHANICAL
i
O
z
-
100
REMARKS
(ALL ITEMS ey CFA UNLESS OTHERWISE NOTED)
ELECTRICAL
PLUMBING
VOLT
PH
KW
AMP
HP
NEMA RATING
FW
HW
CW
DW
IW
FD
ROUGH --IN
101
1 CONDIMENT COUNTER
CLAYTON FIXTURE
101
102
3 TRASH CONTAINER
CLAYTON FIXTURE
102
103
1 ORDER PREP TABLE
CLAYTON FIXTURE
103
104
1 BACK BAR CABINET
CLAYTON FIXTURE
104
112
1 LARGE UTILITY CABINET
CLAYTON FIXTURE
112
113
1 DRIVE-THRU CASH TABLE
CLAYTON FIXTURE
113
114
1 SANDWICH PREP TABLE
CLAYTON FIXTURE
114
115
1 FRY HOLDING STATION
BKI MODEL #FW-15BB
120
1
1.9
15.4
NEMA 5-20R
115
ON ITEM #103
116
1 18" CART W/ HEAT LAMPS
MARSHALL AIR, CZ3A
120
1
9.7
NEMA 5-20R
116
36" CORD & PLUG
116a
1 BUILT-IN HEAT LAMP
MARSHALL AIR, CZ3
120
1
9.7
NEMA 5--20R
116a
36" CORD & PLUG
117
1 DRIVE-THRU COUNTER
CLAYTON FIXTURE
117
119
1 REFRIGERATED DISPLAY CASE STAND
CLAYTON FIXTURE
119
124
1 4 COMPARTMENT UTENSIL. SINK
EAGLE GROUP MODEL #N-2464-4-18-14/3
2)1/2
(2)1/2
1-1/2
P-9 @ 12" A.F.F.
124
WITH (2) 18" DRAIN BOARDS
125
1 VEGETABLE PREP SINK
EAGLE GROUP MODEL #N2416-1-18L-14/3
1/2"
1/2"
1/2'
1-1/2
P-8 @ 12" A.F.F.
125
WITH SIDE SPLASHES AND LEFT DRAIN BOARD
131
1 SANDWICH SLIDE
MERCO MODEL #SW-6224
120/208
1
2.26
12.1
NEMA L14-20R
131
6' CORD & PLUG
132
2 BREAD RACK
132
133
NOT USED
141
1 CONDIMENT RACK
CUSTOM ST. STL. FABRICATION
141
142
1 DRIVE-THRU SHELF
CLAYTON FIXTURE
142
143
1 SECURITY CABINET
CLAYTON FIXTURE
143
146
1 SAFE CABINET
CLAYTON FIXTURE
146
147
200
2 HAND SINK
NOT USED
EAGLE MODEL #HSA-10-N
147
200
WITH SIDE MOUNTING BRACKETS AND T & S MODEL #B-115-LN MOD W/ 132 X WH4
201
8 ORDER REGISTER
PAR
120
1
0.7
NEMA 5-20R
201
202
3 ORDER MONITOR
PAR
120
1
0.5
NEMA 5-20R
202
MOUNTED ON ITEM #202A
202A
4 WALL MOUNTED PENDANT
CUSTOM ST. STL, FABRICATION
202A
1 EACH AT POS MONITORS AND I AT BREAK TABLE
203
7 CASH DRAWER
PAR
203
204
1 5 RECEIPT PRINTER
PAR
120
1
0.1
NEMA 5-20R
204
205
4 ICE BIN / DRINK TOWER
IMI CORNELIUS MODEL #2323
120
1
1.5
NEMA 5-20R
205
206
1 BEVERAGE RACK SYSTEM
PROFITMASTER MODEL #BIB-3 PLUS
206
207
4 CARBONATOR
IMI CORNELIUS
120
1
7.2
NEMA 5-20R
1/2"
P-23 @ 107" A.F.F.
207
208
1 CO2 TANK
CARBO MIZER
208
212
1 TEA BREWER
WILBUR CURTIS MODEL #TCTT-10000
120
1
1.675
14.0
NEMA 5-20R
3/8"
P-24 @ 49" A.F.F.
212
QUICK DISCONNECT HOSES PROVIDED BY OWNER
213
6 TEA DISPENSER
WILBUR CURTIS MODEL #TC-5HV
213
214
NOT USED
214
215
1 SINGLE COFFEE MAKER
WILBUR CURTIS MODEL #TP2S10A3140
208
1
4.0
19.2
NEMA L14-30R
3/8"
P-24 @ 48" A.F.F.
215
4' CORD WITH 90' PLUG HEAD BY G.C.
217
219
4 COFFEE WARMER & STAND
1 SINGLE JUICE DISPENSER
FETCO MODEL #LUXUS I.3D-15
STARLINE MODEL #042101
120
1
1.7
NEMA 5-20R
217
219
2 - REGULAR / 1 - DECAF / 1 - DARK
220
1 DOUBLE JUICE DISPENSER
STARLINE MODEL #042102
120
1
4.0
NEMA 5-20R
220
221
1 ICE BIN
FOLLET MODEL #SG1300S-48
1"
221
222
1 ICE MAKER
HOSHIZAKI MODEL #KM2400SRB3
208
3
16.8
DIRECT CONNECTION
1/'2„
3/4"
P-23 @ 80" A.F.F.
222
223
1 WATER FILTER SYSTEM
SELECTO SCIENTIFIC, #MF620--2F
3/4"
3/4"
SEE DET. 6/P7
223
SUPPLIED WITH CHLORINE FILTER
224
1 ICE CREAM MACHINE
TAYLOR MODEL #751 (AIR COOLED)
208
3
17.0
1 1/2
NEMA 5-30R
224
224a
1 ICE CREAM'CONE DISPENSER
TAYLOR
224a
227
1 REFRIGERATED DISPLAY" CASE
RANDELL MODEL #40048-AMCF
120
1
8.1
1/3
NEMA 5-20R
227
ON ITEM #119
229
3 SGL, UNDERCOUNTER REFRIGERATOR
TRAULSEN MODEL #UHT27-ZCF
120
1
3.3
NEMA 5-20R
229
(1) HINGE LEFT; (2) HINGE RIGHT
231
1 BREADING TABLE
TRAULSEN MODEL #UHT60-ZCF-LR
120
1
9.0
NEMA 5-15R
231
236
1 SGL. SECTION REACH -IN FREEZER
TRAULSEN MODEL #RLT132WUT-FHS
120
1
11.5
1/2
NEMA 5-20R
236
HINGE LEFT
240
1 WALK-IN FREEZER
KOLPAK
120
1
3.3
DIRECT CONNECTION
240
240A
240E
1 WALK-IN FREEZER CONDENSER
1 WALK-IN FREEZER EVAPORATOR
KOLPAK
KOLPAK
208
208
3
1
9.8
8.7
DIRECT CONNECTION
DIRECT CONNECTION
240A
240E
G.C. SHALL INSTALL CONDENSER ON ROOF (NOT SHOWN ON DRAWING)
241
1 WALK-IN COOLER
KOLPAK
120
1
2.4
DIRECT CONNECTION
241
241 A
241E
1 WALK-IN COOLER CONDENSER
1 WALK-IN COOLER EVAPORATOR
KOLPAK
KOLPAK
208
115
1
1
8.3
4.2
DIRECT CONNECTION
DIRECT CONNECTION
241 A
241B
G.C. SHALL INSTALL CONDENSER ON ROOF (NOT SHOWN ON DRAWING)
242
1 THAWING CABINET
TRAULSEN MODEL #RE232N-1
120
1
16.0
NEMA 5-20R
242
HINGED STANDARD
243
1 SANDWICH TOASTER
TOASTMASTER MODEL#A7-10S
120
1
1.65
6.0
NEMA 5-20R
243
SUPPLIED WITH 3' CORD AND PLUG
246
1 BUN WARMER
PRINCE CASTLE MODEL #297--T12PHH
120
1
13
NEMA 5-20R
246
SUPPLIED WITH 6' CORD AND PLUG
247
1 DOUBLE WARMING DRAWER
TOASTMASTER MODEL #31380A
120
1
1.00
8.7
NEMA 5-20R
247
249
1 SINGLE FOOD WARMER
WELLS MODEL #HW-10
120
1
1.65
13.8
NEMA 5-20R
249
251
1 BISCUIT HOLDING CABINET
WINSTON MODEL #HA4003 C.VAP
120
1
2.05
17.1
NEMA 5-20R
251
252
1 HOLDING CABINET
HENNY PENNY MODEL #CF-941
120
1
.475
4.0
NEMA 5-20R
252
255
2 OPEN FRYER
HENNY PENNY MODEL #OFE-321.02
208
3
22.0
61
PIN & SLEEVE
255
256
3 PRESSURE FRYER
HENNY PENNY MODEL #PFE-G>00
208
3
13.5
38.0
NEMA 15-50R
256
257
1 CHAR -GRILL COOKER WITH STAND
TAYLOR MODEL #QS11
208
3
9.6
27.0
NEMA L15-50R
257
263
1 RANGE/CONVECTION OVEN
LANG MODEL #SCR30SG-ACF
208
3
47.8
NEMA 15-60R
263
264
1 RANGE/CONVECTION OVEN
LANG MODEL #SCR30G-ACF
208
3
47.8
NEMA 15-60R
264
UNIT TO HAVE FULL GRIDDLE TOP AND BE MOUNTED ON CASTERS
272
1 FLOOR MIXER
HOBART MODEL #A200
120
1
9.8
1/2
NEMA 5-20R
272
273
1 FOOD CUTTER
HOBART MODEL #84186
120
1
16.0
1.0
NEMA 5-20R
273
274
1 FAT VAT
PITCO FRIALATOR MODEL FAT VAT
274
278
1 INGREDIENT BIN
RUBBERMAID
278
279
1 MOBILE CART
INTERMETRO MODEL #MW206
279
281
13 SMALL MENU BOX
EXPOTRANS
120
1
.55
NEMA 5-20R
281
282
2 SIGN STANDS
LAWRANCE METAL
282
NOT SHOWN ON DRAWING
283
3 SLIM JIM TRASH CAN
RUBBERMAID
283
284
2 OUTDOOR TRASH RECEPTACLE
WAUSAU TILE MODEL #TF1100WCC-PDTL
284
LOCATED OUTSIDE STORE
286
1 ANSUL FIRE SUPPRESSION SYSTEM
HALTON HOODS
286
AT HOOD SHROUD
287
1 SAFE
CORPORATE SAFE MODEL #BR2926
287
288
289
1 UNIFORM CABINET
1 TV/DVD
BY OPERATOR
TOSHIBA MODEL #MD-13M1
120
1
.069
288
289
MOUNTED ON ITEM #2,02A
290
1 LOCKERS
WINHOLT. MODEL #WL-612
290
2 TIERS, 12 OPENINGS
291
1 MOP RACK
291
FURNISHED BY OWNER
92
1 DRIVE-THRU VIDEO MONITOR
PANASONIC
120
1
0.8
NEMA 5-20R
292
FURNISHED BY OWNER
293
1 PRESSURE WASHER
NORTH STAR MODEL #1578181
293
LOCATED AT REFUSE ENCLOSURE
294
3 REFRIGERATED WORK TABLE
TRAULSEN MODEL #UHT60-ZCF-LR
120
1
5.7
NEMA 5-20R
2g4
940
NOT USED
294a
i
®MECHANICAL Z
r
� ESC PTIOFz
'-
� �P�
MANUFACTURER
--(ALL
REMARKS
ITEMS �Y CFA UNLESS OTHERWISE NOTED)
ELECTRICAL
PLUMBING
VOLT
PH
KW
AMP
HP
NEMA RATING
FW
HW
CW
DW
lW
FD
ROUGH —IN
295
2 REFRIGERATED WORK TABLE
TRAULSEN MODEL #UHT48-ZCF-LR
120
1
5.7
NEMA 5-20R
294
297
NOT USED
297
407
1 102" VENT HOOD
HALTON HOODS
407
HOOD SHROUD BY VENT HOOD MANUFACTURER
408
1 72" VENT HOOD
HALTON HOODS
408
HOOD SHROUD BY VENT HOOD MANUFACTURER
500
NOT USED
500
501
9 DUNNAGE RACK (24"x36")
INTERMETRO
501
METROSEAL
503
NOT USED
512
2 FLOOR SHELF UNIT (7' POST, 14"x48")
INTERMETRO
512
METROSEAL --- 5 SHELVES EACH
513
1 FLOOR SHELF UNIT (8' POST, 24"x24")
INTERMETRO
513
METROSEAL - 3 SHELVES ABOVE DUNNAGE SHELF, 1 SHELF BELOW DUNNAGE SHELF
514
NOT USED
515
1 FLOOR SHELF UNIT (8' POST, 18"x36")
INTERMETRO
515
METROSEAL - 3 SHELVES ABOVE DUNNAGE SHELF, 1 SHELF BELOW DUNNAGE SHELF
521
1 FLOOR SHELF UNIT 7' POST, 24"02"
INTERMETRO
521
METROSEAL - 5 SHELVES EACH
522
3 FLOOR SHELF UNIT (8' POST, 24"x48")
INTERMETRO
522
METROSEAL - 3 SHELVES ABOVE DUNNAGE SHELF, 1 SHELF BELOW DUNNAGE SHELF
523
3 FLOOR SHELF UNIT 8' POST, 24%60"
INTERMETRO
523
METROSEAL -- 3 SHELVES ABOVE DUNNAGE SHELF, 1 SHELF BELOW DUNNAGE SHELF
524
NOT USED
525
6 POST MOUNTED SHELF (24"x36")
INTERMETRO
525
METROSEAL - SEE INTERIOR ELEVATIONS FOR POSTS AND SUPPORTS
526
1 POST MOUNTED SHELF 24"x42"
INTERMETRO
526
METROSEAL - SEE INTERIOR ELEVATIONS FOR POSTS AND SUPPORTS
527
10 POST MOUNTED SHELF (24"08")
INTERMETRO
527
METROSEAL - SEE INTERIOR ELEVATIONS FOR POSTS AND SUPPORTS
527A
6 VERTICAL SHELF DIVIDER 18" HIGH x 30" DEEP
VERIFY
527A
MOUNTED ON 12" CENTERS 3 PER SHELF AT SALAD PREP AREA ONLY
542
1 KEY CABINET
542
FURNISHED BY OWNER
543
1 COAT RACK
543
FURNISHED BY OWNER
544
2 POST MOUNTED SHELF (24"x24")
INTERMETRO
544
METROSEAL - SEE INTERIOR ELEVATIONS FOR POSTS AND SUPPORTS
546
1 OVERHEAD SHELF UNIT (24"x36")
INTERMETRO
546
METROSEAL -- SEE STRUCTURAL SHEETS FOR INSTALLATION INFORMATION
547
6 OVERHEAD SHELF UNIT 30"x60")
INTERMETRO
547
METROSEAL - SEE STRUCTURAL SHEETS FOR INSTALLATION INFORMATION
548
1 JUICER WORK STATION
INTERMETRO
548
WITH SOLID WORK SURFACE AND 24" LEGS
549
2 FLOOR SHELF UNIT 7' POST, 24"x48
INTERMETRO
549
METROSEAL - 3 SHELVES ABOVE DUNNAGE SHELF, 1 SHELF BELOW DUNNAGE SHELF
551
1 OVERHEAD SHELF UNIT (30"x72")
INTERMETRO
551
METROSEAL
552
1 POST MOUNTED SHELF 18"x36"
INTERMETRO
552
SOLID - USE DOUBLE SUPPORTS AND ENDS
554
2 POST MOUNTED SHELF (18"x36")
INTERMETRO
554
METROSEAL - SEE INTERIOR ELEVATIONS FOR POSTS AND SUPPORTS
557
NOT USED
557
558
3 POST MOUNTED SHELF (24%30")
INTERMETRO
558
METROSEAL - SEE INTERIOR ELEVATIONS FOR POSTS AND SUPPORTS
560
3 SMART WALL KIT
INTERMETRO CFA - 3BAY48 2 @ #124 & 1 @ 125
560
24"x48" & 18"x48" (SMART WALL) - SEE INTERIOR ELEVATIONS FOR POSTS AND SUPPORTS
561
2 POST MOUNTED SHELF
INTERMETRO CFA-BT
561
24"x24" & 18"x24" METROSEAL - SEE INTERIOR ELEVATIONS FOR POSTS AND SUPPORTS
601
3 SOAP DISPENSER
601
FURNISHED BY OWNER
606
2 PAPER TOWEL DISPENSER
ASI MODEL #0210
606
609
2 TRASH RECEPTACLE
RUBBERMAID
609
610
1 UTILITY SHELF
ASI MODEL #0692 - 6"x18"
610
611
1 MULTI -PURPOSE UNIT
ASI MODEL #0440SM
611
700
2 EMPLOYEE BREAK CHAIR
HON
700
701
1 EMPLOYEE BREAK TABLE
CLAYTON FIXTURES
701
80"x30" WITH 3" BACKSPLASH; WALL MOUNTED WITH TWO SUPPORT LEGS
702
1 DESK TOP
CLAYTON FIXTURES
702
703
1 DESK CHAIR
HON
703
704
2 FILE CABINET
HON
704
2-DRAWER
705
1 B.O.G. CABINET
CLAYTON FIXTURES
705
706
6 HIGH CHAIR
RUBBERMAID
706
707
28 TABLE BASE
FALCON
707
3" COLUMN WITH 3 FEET
708
18 TABLE BASE
FALCON
708
3" COLUMN WITH 2 FEET
709
4 TABLE BASE
FALCON
709
4" COLUMN WITH 3 FEET
711
2 36"x36" TABLE
FALCON
711
REQUIRES 1 709
712
28 22"x24" TABLE
FALCON
712
REQUIRES 1 707
714
2 42" ROUND TABLE
FALCON
714
REQUIRES 1 707
716
6 24"04" TABLE
FALCON
716
REQUIRES 2i #708
717
3 30"x44" TABLE
FALCON
717
REQUIRES 2 708
724
NOT USED
725
6 45" DOUBLE BOOTH SEAT
FALCON
725
726
2 154.5" (VERIFY) SINGLE BOOTH SEAT
FALCON
726
727
76 CHAIR
FALCON
727
731
NOT USED
732
1 COMMUNITY BULLETIN BOARD
732
733
4 ST. STL. LID AND CUP DISPENSER
733
NOT SHOWN ON DRAWING
734
3 FLY SYSTEM
DRACKETT
120
1
0.65
NEMA 5-15R
734
735
1 FLOOR SHELF UNIT (6' POST)
INTERMETRO (METROSEAL) 24"x36"
735
LOCATED IN DUMPSTER STORAGE ROOM, 3 SHELVES AND BOTTOM DUNNAGE SHELF NOT ON DW
736
2 FLOOR SHELF UNIT 6' POST
INTERMETRO METROSEAL 24"x48"
736
LOCATED IN DUMPSTER STORAGE ROOM, 3 SHELVES AND BOTTOM DUNNAGE SHELF NOT ON DW
750
NOT USED
752
NOT USED
755
NOT USED
802
1 SINK AT BACK COUNTER
EAGLE GROUP MODEL SR10-14-9.5-1
1 2"
1/2"
-1 2'
802
T & S FAUCET WITH WRIST BLADE HANDLES MDL. 13-2389
850
1 MOP SINK
CUSTOM ST. STL. FABRICATION
1 /2"
1 %2"
3"
850
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
Mark Date By
A
or Date By
Seal
I CKENZIi
CONSULTING
KITCHEN DF.SIGN
AND DRAFTING
7075 P RSBURG RD.
FAIRBURN, GA 30213
404.684.8569
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
EQUIPMENT
SCHEDULE
K EDITION 01.1
DWG EDITION ..
REVISION
Job No. :04-198
Store :1891
Date a 3 24 05
Drawn By TAM
Checked By. -
Sheet
K�2.2
■ter/
9'-2"
U=CK V 111110 LJKI V Cm 1 r1mv JAM BOARD
1/2"= 1'-0"
ikiLVA 10 Ic"
)
F
FA a K-0 V1 Q 1111 Mal ia
MOUNT 2"X2" ANGLE
AT SIDE AND BACK
7-2` BOTTOM OF SPELF
I
CN
(201 (202
V-4)f 121;
i "C.
547
Im
R1�. I -1k, Z
'j 1/2"=1'-0"
ALL THREADED RODS 281
WITH PVC SLEEVE
1- 2— 4"
DRIVIE-THRU
1 )) C.
10'-0"
OM OF SHEL7�_.
OM OF SPELF��
— 01-0"
"*I*
3)-51) 3)-512
?--r2 �O2
CONNECT TO WINDOW
MOTOR VIA MULLIONS
--------------------- '*_T 101�
gm,00l 1/2-= 1'-0"
281 ) (281
UU$ MAQJMIW
a
rm
II � l i �I I �� 01
JL =L =L =L
2"
IT -717 7 7 k1
FEE El
LYJ
L J
Nd-
_00
229 (215 ) L21
GEN
212
2)4"
10
0S1 j
AIR CURTAIN
1
1/2"C.
1/2" C.
i
I q-97 U1 I -
G E N)
ELEVATION LEGEND
EQUIPMENT NUMBER
MZ INDICATES NOTE ON SHEET E2
[J] JUNCTION BOX
SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
in SWITCH
Y.
An PHONE
TERMINATION OF PVC CONDUIT FOR
RADIANT POS� SYSTEM
MOOO DOUBLE DUPLEX RECEPTACLE
F-D] SMOKE DETECTOR LED (2' GANGS 13%
FS-K] SECURITY KEYPAD
10'-02"
i,I.
9'-2"
APF
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
Mark Date By
A
Mark Date By
A
Seal
MCKENZIE
CONSULTING
KITCHEN DESIGN
AND DRAFTING
7075 Pmmum RD.
FAIRIBURN, GA 30213
404-68443569
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
ELECTRICAL
ROUGH —IN
ELEVATIONS
K EDITION 01.1
DWG EDITION
REVISION
Job No. :04-198
Store :1891
Date VZ4 105
Drawn By TAM
Checked By:
Sheet
E
an
and it
.11 Sam
Ana.
ice f ff
ray not
A Y Cit
10'-4"
7-1
9
ONLY FOUR PEO'D FOR
SMALL (E) BUILDING
Q0
KITCHIEN
1/2f$= 1'-0"
KITTICHRIENN
FOR CAPTURE JET CJ-3
10'-4"
rl� 0'-O„
16�
r2�
KITCHEN
-4
ELEVATION LEGEND
EQUIPMENT NUMBER
INDICATES NOTE ON SHEET E2
QJ JUNCTION BOX
rol SIMPLEX RECEPTACLE
pol DUPLEX RECEPTACLE
F11 SWITCH
F,L] PHONE
TERMINATION OF PVC CONDUIT FOR
RADIANT POS SYSTEM
ro 001 DOUBLE DUPLEX RECEPTACLE
[0 SMOKE DETECTOR LED (2 GANG BOX)
FS-K] SECURITY KEYPAD
s.
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
A
Mark Date By
A
Mark Date By
A
Seal
MCKENZIE
CONSULTING
KITCHEN DESIGN
AND DRAFTING
7075 PETERsBum RD,
FAIIRBURN, GA 30213
404,684-8569
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
ELECTRICAL
ROUGH -IN
ELEVATIONS
K EDITION Oi .�
DWG EDITION
REVISION
Job No, 04-198
Store .1891
Date
24 �/051
Drawn By TAM
j Checked By:
Sheet
Km3.2
Wthou
;3 plan j
be an a
Ordinal
YOFSA
GEN GEN
(2195 GEN
10'-7"
MOP -CORD
RECEPTACLE
FOUR MaD)it 547 L54 7
QO
547 547
546
GEN GEN
294 4 272
ca
Lo
C)
00 1
- I T - - -
II
;t 2904 II t
-----------
0-o"
KITCHIEN
1/2"= 1'-O"
11 GEN GEN
1 lJ 1, 71-411
;5 620 560
pm
IJ
IHIHIHIHI IH I 11'al I H I
1=1=1=1=1 I //6=IZCI
_
I - - - T -F -A
L --y- L
L ------------
II
-----------
L a-0-
Nfules
F,d I
10'-4"
[:A I I&I Vill 1 [01, i'Ll
L
,qfj
KITCHEN
1 2 l'- 0
II II
II II
II IF
KITCHEN
,-L
-rl Ir3= A n=M Men -rn
2 TCHIE-N
MOUNT M MIME
ALM SIDE
iou
10'-4"
10'-4"
0'-0"
(242)
,L 10'-4"
294
ME
4p-0y$ 5'-5" 5-11"
8'-9"527 527 10
561 561
------------
tj
I II I
to
'4
I I, j (I I 1 Illi � I 1 III I
71
__j L_____
0`0"
1/2)= l'-O't
AIR CURTAIN
- I — a/
FM CONDUIT
FOR MICROSWITCH
1/21c.
207 207
SECURITY CONTACT 4" VC SLEEVE
CAULKED TO
DOOR BELL I . .... CEILING TILE
527
E
T_ _j L -1 L Ji
I
L _j L — L__) -1 L L) _�l
I
IL _J L -1 L 11 00
II Ll
L
'IF 7 1- -1 F_
Gi IL —1 L — -i L -ill
i I i \� 11 11 iiL 1- __JL_(7) -1 _l L ,
- - - - - - - - - - -- F -fiiI
KiTrl4FN
ro 1/2"= 1'-0",
-Z) n„
Jim
734
ELEVATION LEGEND
EQUIPMENT NUMBER
INDICATES NOTE ON SHEET E2
FJ] JUNCTION BOX
Fol SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
SWITCH
FAI PHONE
TERMINATION OF PVC CONDUIT FOR
RADIANT POS SYSTEM
DOUBLE DUPLEX RECEPTACLE
ao
RD SMOKE DETECTOR LED (2 GANG BOX)
FS-K] SECURITY KEYPAD
!'YwO• M YYa>ILII 9Y
1/T C TO BOX AT PARAPET
S6 PATCI4 PANEL
3 C. HLB
ISOLATED / DEDICATED
II
I II)111I IRWITS FROM POS PANEL
1% [JI I a - -mi m/ FF
9a2n » 6"
3/4"C. L
CD
--�T�
____ PRINTER
-- FAX 0
' -
�-1
OFFICE
d
W)
,n
r-_,
0
c�v
,
u
r
Y
0
f
U
.G
U
2 OFFICE
1/2"=1 }---0}}
(DTELE
#16G- 3/4"C.
TO SERVICE
�SITRANCE GROUND
TO SITE
RAN
.lar.
12" 8,Y 29-599
!Pc• 0 h _2!!C.
CD
i
f9 7,9 ,9 }} L.7
P 8f4 4" 2Y-6}Y 6" }f 16}f
3 4 C. 2" 2"C. 1 11C. })C.
Q® 011
F`
MONITOR/VCR
NETWORK VOICE
GP
T L0
( 2f4C. ! I
I FCC' STORE CWPlJTEI�
I il I
COM- BO
_.J L__-J
TO CAMERA
NEMA 5-20 RECEPTACLE FEMALE)
OFFICE
I
ELEVATION LEGEND
201 EQUIPMENT NUMBER
g INDICATES NOTE ON SHEET E2
[JJUNCTION BOX
Fol SIMPLEX RECEPTACLE
0 DUPLEX RECEPTACLE
Q SWITCH
[] PHONE
TERMINATION OF PVC CONDUIT FOR
RADIANT POS SYSTEM
00 DOUBLE DUPLEX RECEPTACLE
00
❑D SMOKE DETECTOR LED (2 GANG BOX)
SK SECURITY KEYPAD
9
r ,
5200 Buffington Rd.
Atlanta Georgia,
30349--2998
Revisions:
Mark Date By
A
Mark Date By
Mark Date By
Seal
MCKENZIE
CONSULTING
KITCHEN DESIGN
AND DRAFTING
7075 PmRssum RD.
FAIRBURN, GA 30213
404 684 8569
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
Californea
SHEET TITLE
ELECTRICAL
ROUGH —IN
ELEVATIONS
K EDITION 01.1
DWG EDITION .,
REVISION
Job No. :04-198
Store ;1891
Date 3 24 05
Drawn By TAM
Checked By.
Sheet
Kma.4
�r/�
MOUNT 2"X2' ANGLE
AT SIDE AND BACK
*'-2"110TT0M OF SHELF —
19
0
7'- 1
3 -9
III III III
q 7 J
7 (I it7 _l
0-24
24 L
R
547
ILIA L J AL
Tr— -IT — T,
III-T-
=7
\44
L
IrT
4 n, 1 —1 T4, I -1-k i—I 1-
- — — — — — — — — — — —
F— r
_J
L
212
I PLUMBING ROUGH -IN ELEVATION
3 1/2"=V-0" 207
V-3)$ 2)-0"
L I
527
2 7A AZI
F(_)-1 F_( 17_(_)_lI
T -=-JL--IL--
' -
F---]F- -1 -1
li I II II 11 IIF L__1 F__�Il
- - - - - - - - - - --
is PLUMBING ROUGH -IN ELEVATION
1/2"=1 1-0"
a]
Ll SEE NOTES
SHEET P2
3'-0
HE
11 1 11111 T
f%
CUT BACK OF COUNTER AS NEEDED IN THE
FIELD TO PROVIDE ACCESS TO TRAP PRIMER
E
9'-2"
Ic)
10'-4"
PLUMBING ROUGH -IN ELEVATIOJ
PLUMBING
mor') 1/2"=1'-0)'
♦
,^,,PLUMBING ROUGH -IN ELEVATION
11 ii� '1 111111111111,1111
5200 Buffington Rd.
Atlanta Georgia,
30349-2998
Revisions:
Mark Date By
A
Mark Date By
A
Mark Date By
b
Seal
MCKENZIE
CONSULTING
KITCHEN DESIGN
AND DRAFTING
7075 PMRSBURG RD.
FAiRBURN, GA 30213
404-684-8569
STORE
SANTA ANA
3601 South
Bristol Street
Santa Ana
California
SHEET TITLE
PLUMBING
ROUGH -IN
ELEVATIONS
K EDITION 01.1
DWG EDITION
REVISION
Job No. 04-198
.
Store 1891
Date
2�405
Drawn By TAM
Checked By:
Sheet
K�4.1