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EHD Program Facility Records by Street Name
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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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1 <br /> 1 <br /> METAL GATE AND POSTS <br /> TRASH ENCLOSURE COLORS PAINTED TO MATCH BUILDING COLORS <br /> ROOF STRUCTURE - SEE SECURITY BARS - SEE ROOF STRUCTURE SECURITY BARS - SEE <br /> ROOF FRAMING DETAIL 2 SHEET TE-4 -SEE ROOF FRAMING DETAIL 2 SHEET TE-4 <br /> 0 <br /> U ZO <br /> LU O <br /> 0 GSM GUTTER— <br /> aw <br /> w o METAL ROOF AND STEEL POSTS <br /> o PAINTED TO MATCH (N) BUILDING <br /> a <br /> C COLORS <br /> am <br /> N LL N <br /> w DIAGONAL BRACING, <br /> z z TYPICAL EACH GATE <br /> o VM1 arckitecture <br /> a Design - Planning - Interiors <br /> �w <br /> 0 0 19 637 5th Avenue San Rafael, CA 94901 <br /> 0 m -- 415-451-2500 415-451-2595 fax <br /> a - o www.vmarch.com <br /> (TYP.) o <br /> LU 1 <br /> o VMI JOB NUMBER <br /> W� Q Q <br /> A 20049 <br /> IL o SPLIT FACED CMU WALLS COLOR TO <br /> `i MATCH (N) BUILDING COLORS `i <br /> z O <br /> wo �11 AIR? <br /> Rja <br /> w 1Z�Tl <br /> m GATE POST <br /> 0 ,^w <br /> w rVl <br /> m <br /> 0U) <br /> aw <br /> LLx No. (17928 <br /> LL Li <br /> CO77�1REN. 10/31/23 <br /> 0� <br /> LU o <br /> Z <br /> o ��� �F CALZ���~ <br /> METAL GATE AND POSTS <br /> PAINTED TO MATCH BUILDING COLORS PAIR 18 GAUGE CLEANED, PRIMED <br /> o 0 15'-0" 1'-4" METAL GATES (BOX RIB) 1'-4" <br /> In o (MIN.) 3'-0" 2'-4" 10'-0" (MIN.) <br /> s� <br /> oCD <br /> z DOOR OPENING GATE OPENING <br /> m� <br /> p <br /> W� <br /> In p <br /> Uj <br /> Ujw <br /> w 18'-0" <br /> a ~ <br /> _ > <br /> z 00 <br /> SI PE ELEVATION FRONT ELEVATION <br /> Q O <br /> �� <br /> �� <br /> oz <br /> co 0F- <br /> zL <br /> LU p <br /> wo <br /> U' U <br /> Z p <br /> =Z <br /> < Q <br /> Q Z <br /> cn O <br /> z U) <br /> �z <br /> L3 w <br /> LU 18 ELEVATIONS <br /> -= SCALE:3/8"=1'-0" <br /> =o <br /> U of <br /> N <br /> LL O <br /> O <br /> LU <br /> Q 0 of (2) #5 VERTICAL BARS a4 2 - #4 CONTINUOUS <br /> CNJ <br /> 8" CMU WALL TOP TWO COURSES <br /> N 0- 7- <br /> 0,0RECORD DATES <br /> 0 40 4'S 40 0'S 20 O'S 20 0'S 20 0'S , ° ° <br /> 0 5/8" ANCHOR BOLT 14"x2" , d° DD SUBMITTAL - <br /> N 0 w AT 24 O.C. BOLT TO TUBE °° ° <br /> LL O ° #4 VERTICAL AT BLDG.SUBMITTAL 2/4/2022 <br /> oN =? STEEL PLUG WELD AND <br /> w GRIND SMOOTH ° <br /> 24 c., CENTERED IN BID SET <br /> °° THRU. WALL AND <br /> WALL, FULL HT CONTRACT SET <br /> 0 0INTO FOOTING REVISIONS <br /> W� C <br /> i7�— <br /> > Z p " L 4" ° <br /> co Z 6 o ol <br /> HORIZ. BARS GROUT SOLID WITH CONCRETE d° <br /> z HSS 5"x5"x1/4" W/ ° <br /> 5"x5"x1/4" STL. CAP. <br /> HORIZ. BARS <br /> z 0 1 1/2 PAIR McKINNEY T4133781 HINGES ° <br /> Q a EACH GATE WELDED TO GATE AND POST d° CMU WALL 8" TYPE 'N', MED. <br /> 00= o o ° WT. CMU, SOLID X <br /> o W 4"x3"x1/4" STL. ANGLE FRAME GROUT ALL CELLS <br /> m Z 4 SIDES EA. GATE ° <br /> co <br /> 0 0 1 1/2 " x 18 GAUGE METAL DECK ° ° i <br /> N o DOUBLE SINGLE DOUBLE SINGLE 1 1/2 "0 x 1 1/2"x3/16" METAL ANGLE <br /> DIAGONAL BRACING <br /> W o Q LAYER LAYER LAYER LAYER 1/2 " 0 x 12" CANE BOLT (ONE GATE) ° <br /> oLU CLIENT <br /> a w 1/2 " 0 x 8" BARREL BOLT LOCK (ONE GATE) <br /> C:, <br /> PRB MANAGEMENT INC <br /> NI w 4" SCH. 40 STEEL <br /> N LU w 4709 Mangels Blvd. <br /> z m 19 MASONRY REINFORCING P ETA I LS SCALE:1"=1-0" 12 GATE POST P ETA I L SCALE:1/2"=1'-0" PIPE BOLLARD, coNc ° ° HORIZO AT 16Uc. TIE <br /> a Fairfield,CA 94534 <br /> a LU SLAB REINFORCING FILLED. ° TO VERTICAL SENTITY#:0 <br /> MINIMUM TEST AND SUBMITTALS : <br /> 00 #4 CONT. <br /> 1. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: ° <br /> U 0 <br /> I U) 1. CERTIFICATES FOR MATERIALS USED IN MASONRY CONSTRUCTION INDICATING COMPLIANCE WITH THE CONTRACT °L PROJECT <br /> W DOCUMENTS. 1.1. PROPORTIONS OF SITE-PREPARED MORTAR. ° ° ° . °° d <br /> o 18" ° 8" TACO BELL <br /> CD 0 o d ° ° - ° U SLAB REINFORCING <br /> 0 532 WEST HAMMER LN <br /> a"' U 2. VERIFICATION OF fm PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY ACI 530-13. 1.2. CONSTRUCTION OF MORTAR JOINTS. <br /> I o o ° °d° d° 2" CLR. STOCKTON, CA. 95210 <br /> E z z 1.3. LOCATION OF REINFORCEMENT, CONNECTORS, EMBEDS AND ANCHORAGES. ° APN#000-000-000 <br /> E m0 <br /> `E w 2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: 8" e d <br /> U) 0 p CC Z ° a ° t9 Z ° • •d <br /> a) LU w <br /> ° #4 HAIR PIN ° 2- #4 CONT. T & B. <br /> 2.1. GROUT SPACE <br /> ;U A - EDGE OF SLAB DETAIL <br /> o a o 2.2. GRADE AND SIZE OF REINFORCEMENT, EMBEDS AND ANCHORAGES. ° ° , ° ° 1 -2" d m d 4 0 <br /> U o Uj SLAB REINFORCING °° 4 ° ° ° ° ° 4'9° °d° <br /> LOU 2.3. PLACEMENT OF REINFORCEMENT, CONNECTORS, EMBEDS AND ANCHORAGES. EXPANSION JOINT 1 -6" ° ° ° ° ° ° ° 4 ° \ #4 CONT. TIE TO VERT.o <br /> U) o - <br /> m' m w ° ° ° ° 4 ° ° • ° ° ENDEAVOR <br /> #3 TIES ® 32 c. <br /> 2.4. PROPORTIONS OF SITE-PREPARED GROUT. ° x ° ° °4 ° ° SUCCESSOR M 11/13/2020 <br /> U> ° ° ° d ° O �� \° a ° °d° ° ° ° <br /> �I Z 2.5. CONSTRUCTION OF MORTAR JOINTS. ° a 4 ° b° o N ° ° <br /> O ¢= ° ° 4° ° '� i /V �� <br /> " " ELEVATIONS & <br /> a Z 3. VERIFY THAT THE PLACEMENT OF GROUT IS IN COMPLIANCE. ---- ° °° M 6 3 CLR. <br /> a) <br /> a) W C, 4. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS. �' \ REFER TO DETAIL 2'-0" DETAILS <br /> LU <br /> co D LU °° ° ° 4/TE-2 FOR NOTES, <br /> 0 <Z 5. VERIFY COMPLIANCE WITH THE REQUIRED INSPECTION PROVISIONS OF THE CONTRACT DOCUMENTS AND THE "' 1'-0" 4 CONT. U.O.N. <br /> a o APPROVED SUBMITTALS. # 1'-0" / <br /> m Uiz <br /> z <br /> B - EDGE OF SLAB DETAIL <br /> �w <br /> C60 <br /> co o; <br /> TE -2 <br /> `� Jcr 20 SPECIAL INSPECTION REQUIREMENTS (LEVEL B QUALITY ASSURANCE) 13 EDGE OF SLAB 8 BOLLARP DETAIL 4 WALL PETIAL <br /> o w� <br /> SCALE:3/4"=1'-0" SCALE:1"=T'-0" SCALE:1"=1'-0" <br /> < <br />
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