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EHD Program Facility Records by Street Name
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EIGHT MILE
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1600 - Food Program
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PR0547204
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Entry Properties
Last modified
11/16/2021 12:14:02 PM
Creation date
10/7/2021 3:50:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0547204
PE
1625
FACILITY_ID
FA0026788
FACILITY_NAME
BURGER KING #27834
STREET_NUMBER
2994
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95209
CURRENT_STATUS
01
SITE_LOCATION
2994 W EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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rn <br /> i <br /> 70 <br /> I <br /> O <br /> w <br /> Q <br /> 0 <br /> STEEL COLUMN (REF. PLAN) 2x4 (U.O.N.) WOOD STUD FRAMING <br /> (REF. FRAMING PLAN) o <br /> Of <br /> ON 1 " N O Nx S H R I'N KBAGROUT 2x4 (U.O.N.) PRESSURE TREATED SE Q <br /> SILL PLATE o_ <br /> 3" CONCRETE COVER (4) __"0 x __2" ANCHOR REFER TO SHEAR WALL SCHEDULE <br /> ABOVE AND AROUND "J" BOLTS CONCRETE FLOOR SLAB FOR ANCHORAGE REQUIREMENTS. � <br /> BASE PLATE COLUMN FOOTING <br /> ASSEMBLY. (REFERENCE PLAN) �Y I.O.0 T - SLL m <br /> P AB-° — P — <br /> 0 <br /> o - - o ° <br /> °v °v 8° °v °v°° P D CONT. CONC. FOOTING <br /> °° ° 'p° WITH CONTINUOUS REINFORCING = <br /> p P <br /> AS SPECIFIED IN KEYED NOTE #1 <br /> SHEET S-1 <br /> Pe COMPACTED GRANULAR FILL P <br /> D <br /> P Q <br /> cn <br /> 5 COLUMN FOOTING SECTION TYPICAL FOOTING DETAIL <br /> m <br /> w <br /> SCALE: 3/4" = 1'-O" < 0 <br /> SCALE: 3/4" = 1'-O" Q o <br /> 0 <br /> 0 <br /> z <br /> wa <br /> �® <br /> W� <br /> U <br /> Z <br /> L0 <br /> U Q M <br /> Ln <br /> Lo <br /> 1`0 <br /> O Q Lo <br /> BASE PER DECOR DRAWINGS FRP J-MOULDING AND cl� O oI <br /> CONTINUOUS BEAD OF CAULK FRP ON ALL MOP SINK w Q <br /> WALLS ABOVE 42 A.F.F. Q Lo <br /> Z � O <br /> STOREFRONT Q :Ew <br /> CONCRETE FLOOR SLAB w tY Z <br /> LILI <br /> OVER VAPOR BARRIER <br /> (PREF. FOUNDATION PLAN) _ EXTERIOR FINISH = Ln > <br /> _011CO j (REF. ARCH.) ❑❑ c� N12- <br /> L <br /> T.0 SLABL, <br /> o ° c o o ° o°� �I 2 # CONTINUOUS <br /> I <br /> COMPACTED GRANULAR FILL •al� M 5/8" DUROCK ON <br /> 1 #__ CONTINUOUS ❑ ALL MOP SINK WALLS. <br /> 1` ALL CELLS FILLED SOLID W/GROUT <br /> RIGID INSULATION EXTEND FROM <br /> �I 8" CMU BLOCK FOUNDATION QUARRY TILE ON MOP 2' 0" °' <br /> l WALL SINK WALL - REF. INTERIOR PARTITION rn <br /> TOP OF SLAB TO TOP OF FOOTING�� __ VERTICAL WALL REINF. SHEET ID SHEETS 1' 0" 1' 0" >/� U� <br /> AT __" O.C. WITH 6" HOOK 0'-0" _ V/ �" >_IT <br /> CD <br /> T.O. FOOTING_ _ _ _ _ a SOLID GROUT CELLS AT T.O SLAB s --� �"� U�' <br /> u <br /> SEE PLAN I I° REINFORCING. SLO SL i PE P O (� �' Q o <br /> P° epD n -D° D W x <br /> CONT. CONC. FOOTING n , C\i< <br /> WITH CONTINUOUS REINFORCING CONTINUOUS DRAIN PIPE, REFER TO N 0 N <br /> AS SPECIFIED IN KEYED NOTE #1� ° 3x3x1/4 STEEL (LLV) PLUMBING SHEETS <br /> W/ANCHORS @12 O.C. H o <br /> FLUSH WITH TILE <br /> �. <br /> z a <br /> 6SCALE: �3/4" <br /> FOOTING DETAIL 6 SILL 3 MOP SINK SLAB DETAIL FFF--��� � co <br /> zo <br /> = 1'-0" <br /> SCALE: 3/4" = 1'-0" 0 <br /> zwJ <br /> O <br /> O <br /> O <br /> r <br /> 3 <br /> F�G\NE * b�ti <br /> J 1n o <br /> C.� <br /> ocdo <br /> � O <br /> 1/8" • <br /> _�O0'-0" <br /> T.O. SLAB- - - - p <br /> P° p <br /> NOTE: CONTROL JOINT SAWCUT JOINT Z <br /> Q <br /> JOINTS TO BE PLACED AT COLUMN CENTERLINES AND AT INTERMEDIATE LOCATIONS TO w Q <br /> MAINTAIN A MAX. SPACING OF 16'-0" <br /> 0'-O„ z <br /> 0 <br /> - - - — - - - — — — T.O. SLAB w <br /> a � H <br /> aha <br /> 2 W <br /> 6" 6" m <br /> NOTE: CONSTRUCTION JOINT <br /> J <br /> CONSTRUCTION JOINTS SHALL BE PROVIDED AT ALL POUR STOPS. ALL CONSTRUCTION w Z <br /> JOINTS ARE TO BE KEYED. KEYWAYS SHALL BE 1 1/2" DEEP x 1/3 THE SLAB THICKNESS. c W <br /> STOP MESH AT THE CONSTRUCTION JOINT. Q rn <br /> w 00 <br /> CNSTRUCTION/CONTROL JOINT <br /> 0 � L-04 �_ � � w � z <br /> o Lu � Q O <br /> U <br /> SCALEO: 3/4" = 1'-O" � = z Q <br /> O <br /> CD N O <br /> LL <br /> U LLJ O LL, Y Z <br /> DLJ o O U <br /> O< U rnO <br /> Of O <br /> Q O N � <br /> S 1 . 1 <br />
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