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EHD Program Facility Records by Street Name
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HAMMER
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1600 - Food Program
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PR0162092
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Entry Properties
Last modified
3/23/2022 1:13:49 PM
Creation date
3/7/2022 2:16:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0162092
PE
1625
FACILITY_ID
FA0002914
FACILITY_NAME
TACO BELL #3560
STREET_NUMBER
532
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
08152043
CURRENT_STATUS
01
SITE_LOCATION
532 W HAMMER LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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W/SIMPSON <br /> 0m (WHERE OCCORS) A34 AT BOTTOM <br /> o w (N)A35 EA.TRUSS <br /> (E)TRUSS EXISTING 6x12 HEADER + + <br /> aw (N)2X CONT.BLK. (N)A35 EA. <br /> TRUSS ADD SIMPSON ACE6 EACH SIDE EN * x No. C17928 <br /> LL w REN. 10/31/23 <br /> o X7 x (E)BLKG.TO EXISTING 6x6 COLUMN <br /> Of d x x x x REMAIN <br /> z o EN (E)PLY TO op CALZ�� ~ <br /> Q 10' 4 1l2" REMAIN PLYWOOD SHEATHING WITH 10d @ <br /> 00 w (E)TOP PL. 6"O.C. EDGES, 12"C. FIELD <br /> Uj o a w SEN EN _�(E)EDGE NAILING <br /> o (E) 2-16d AT 6"O.C. <br /> 0 o TO(E)BEAM 2x CONT. PLATE WITH 3/8110x 3" <br /> o Q LONG LAG SCREWS @ 16" O.C. <br /> (N)10d AT 6"O.C. <br /> LU <br /> N IN <br /> WOOD BEAM <br /> a (N)2X SILL W/16d @ (E)GLU LAM <br /> Z 00 8"C.TO(E)PLATE TO REMAIN ACE6 15 <br /> (N)MSTA 30 @ 32"C. <br /> o n <br /> co o EN <br /> Wo <br /> LU O <br /> U' U <br /> SEE TRUSS PLAN DWG.S1.0 SEE TOWER SECTIONS ON <br /> a co (E)PLY TO REMAIN SEE TOWER SECTIONS ON FOR FOR DETAIL REFERENCEDWG.A5.1 &A5.2 FOR DETAIL <br /> Z EN <br /> o (E)STUDS. DWG.A5.1 &A5.2 FOR DETAIL OCCURRENCE. REFERENCE/OCCURANCE. <br /> w REFERENCE/OCCURANCE. BOT. OF SOFFIT <br /> w� <br /> 00 <br /> W BRACING AT EXISTING TRUSS 1-1/2" = 1'-0° $ PLAN VIEW EXISTING 6x12/6x6 CONN. 3 =1 0 14 SOFFIT FRAMING 3"=1'-0" 110 NOT USED 1 2 <br /> o� <br /> =o <br /> U d' <br /> �LL <br /> N Z <br /> LL O <br /> O <br /> LU <br /> a (N)DOUBLE LAYER 5/8" <br /> Q z > <br /> 00 ¢ CDX-PLYWOOD <br /> 0 LL EN <br /> 0-o RECORD DATES <br /> 0 0E <br /> LL o DOUBLE 2x PLATE CONT. FROM DD SUBMITTAL <br /> N U Z EN BEYOND BLDG.SUBMITTAL 2/4/2022 <br /> N a m <br /> C:) =? EXISTING TRUSS BID SET - <br /> c'`) A35 EA.JOIST EXISTING 6x12 HEADER WOOD STUD WALL CONTRACT SET <br /> C14 = w <br /> � �U <br /> 77 <br /> LL <br /> 0 0 0 H3 EA.JOIST REVISIONS <br /> 2x CONTINUOUS PLATE WITH a"O x <br /> > z o 0 o ACE6 EACH SIDE 3" LONG LAG SCREWS @ 16"O.C. EXISTING TRUSS CUT BACK 3'-0"TO <br /> co) Z o X X + + EXTERIOR WALL <br /> zQ Q Z WOOD BEAM, NEW 6x12 OR NEW <br /> CD a U 6x8 <br /> z (N)2x6 BRACING + + <br /> Q o 0 3'-0" <br /> o o (N)SIMPSON A35 EACH BLOCK + + + SIMPSON ACE6 i i <br /> a W Q + + EXISTING 6x6 COLUMN <br /> -1'STRUCT. PLY(BOTH SIDES) W/4"X 0 <br /> o 0 2"SDS SCREWS @ 6"C. <br /> a w (N)CONTINOUS 2x BLOCKING + + <br /> NEW 6x6 WOOD COLUMN <br /> oN > (N)1/2"EXTERIOR PLYWOOD <br /> U) oQ <br /> w SEE TOWER SECTIONS ON SEE TRUSS PLAN DWG.S1.0 SEE TRUSS PLAN DWG.S1.0 <br /> CLIENT <br /> o a m DWG.A5.1 &A5.2 FOR DETAIL FOR FOR DETAIL REFERENCE FOR FOR DETAIL REFERENCE <br /> oNl o REFERENCE/OCCURANCE. OCCURRENCE. OCCURRENCE. PRB MANAGEMENT INC <br /> N w • • 4709 Mangels Blvd. <br /> z m FRAMING AT TOWER 3" = 1'-0" 1 g ELEVATION VIEW 6x12/6x6 CONN. 3"=1' o" 15 NEW WOOD BEAM AND COLUMN 1"=1'-0" 1 1 Fairfield,CA 94534 <br /> Lou SITE*3560 <br /> UI a w <br /> > ENTITY#: <br /> PROJECT <br /> >� X X TACO BELL <br /> U) X X X X <br /> co 0 LO a< x x I (N)2x BRACING WITH(4)16d <br /> L o X X I EACH VERTICAL STUD 532 WEST HAMMER LN <br /> z" x X STOCKTON, CA. 95210 <br /> E aw <br /> m o (N)SIMPSON A35 EACH STUD - <br /> = z UjEXISTING 6x12 HEADER <br /> o (N)(3)16d EACH TRUSS <br /> o <br /> LU <br /> < (N)6x12 HEADER <br /> I Zj o <br /> a>( N)(2)16d EACH STUD \XX <br /> o <br /> 4aC�0 QCd� <br /> X <br /> Co v=LOU SIMPSON FACE MOUNT HU66 MAX ° ENDEAVOR <br /> o o x ° SUCCESSOR M 11/13/2020 <br /> NEW 6x8 HEADER ° <br /> al 0>Uj <br /> EN (N)CONTINUOUS 2x10 <br /> rn o <br /> � z <br /> C) a= EN EN (E)TRUSS AND PLYWOOD <br /> LL� ✓ <br /> a (N)U26 HANGER <br /> E a TOWER <br /> ai W o NEW ACE6 <br /> w U)( N)SIMPSON A35 EACH BLOCK <br /> D w //f / PLANS & DETAILS <br /> EXISTING 6x6 COLUMN <br /> 0,0 <br /> (N)2x CONTINUOUS BLOCKING SEE TOWER SECTIONS ON / SEE TOWER SECTIONS ON <br /> m U o SEE TRUSS PLAN DWG.S1.0 <br /> a z DWG.A5.1 &A5.2 FOR DETAIL FOR FOR DETAIL REFERENCE DWG.A5.1 &A5.2 FOR DETAIL <br /> o REFERENCE/OCCURANCE. OCCURRENCE. / / REFERENCE/OCCURANCE. <br /> p <Z <br /> Q� <br /> TOWER SOFFIT 1-1/2" = 1'-0° 2p TYP. SECT. NEW 6x8 TO EXIST. 6x12 311=1 -011 <br /> F16 VERTICAL STUD AT EXISTING TRUSS 3" = 1'-0" 2 TRSS MODIFICATION DETAIL 4 <br />
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