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1600 - Food Program
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PR0548291
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Entry Properties
Last modified
10/10/2023 5:35:23 PM
Creation date
3/31/2023 10:14:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0548291
PE
1626
FACILITY_ID
FA0027563
FACILITY_NAME
LODI BOWLING
STREET_NUMBER
302
Direction
N
STREET_NAME
SACRAMENTO
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
302 N SACRAMENTO ST
P_LOCATION
02
QC Status
Approved
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SJGOV\ymoreno
Tags
EHD - Public
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GRADE BEAM SEE <br /> FOUNDATION PLAN <br /> O <br /> z ARCHITECT <br /> z NJ ASSOCIATES <br /> z z Q <br /> O Q, <br /> 22769 N BENDER ROAD <br /> , a <br /> o Q ,m o ACAMPO CA 95220 <br /> L� Q LL Lu <br /> 209.727.2040 <br /> QAIZ 0 w www.njaarchitecture.com <br /> O <br /> LELLu <br /> o N <br /> CLIENT <br /> JOEHADDAD <br /> P.O.BOX 484 <br /> WALNUT GROVE CA 95690 <br /> 415.517.9686 <br /> GRADE BEAM REINFORCEMENT <br /> SEE FOUNDATION PLAN <br /> PROJECT <br /> LODI BOWLING <br /> PAD FOOTING REINFORCEMENT 302 N SACRAMENTO STREET <br /> LODI CALIFORNIA 95240 <br /> SEE FOUNDATION PLAN <br /> VERT TIE BARS PER SCHEDULE <br /> SEE FOUNDATION PLAN <br /> 10 – SCALE PAD FOOTING 01 <br /> SEE FOUNDATION PLAN <br /> A X I O M <br /> S T R U C T U R A L <br /> ANCHOR BOLTS & BASE PLATE BY SLAB REINFORCEMENT GRADE BEAM D E S I G N I N C <br /> METAL BUILDING MANUFACTURER PER FOUNDATION PLAN SEE FOUNDATION PLAN 337 BURNEV STREET ANDREW (209) 604-2898 <br /> MODESTO, CA 95354MICHAEL (209)484-8640 <br /> W W W A X 1 O M 5 D C O M <br /> 0'-0 <br /> TO SLAB ° a ° aA <7 41 ° <br /> O 4 <br /> D <br /> a ° a ° a ° 4 <br /> a ° <br /> ° 41 <br /> ° a <br /> ° <br /> - <br /> aa is 1.6aa lei a a ° a ° ° <br /> ° ° a 41 <br /> ° = a ° ° a -7 <br /> a Z a ° a a ° a a 41 ° ° a <br /> Q w Q ° 4 Q ° a <br /> ° Q I a a ° ° a ° a d <br /> a a 4 Q ° ° ° ° a 4 ° <br /> ° Q m Z ° a ° ° ° a s a 4 ° ° I a a ° <br /> a a C) Lu ° ° ° a ° ° ° a ° ° a <br /> O a Q O ° w Q a ° a ° Q ° ° a aAL <br /> L7 0 ° ° a <br /> Z <br /> O ° ° D <br /> 0. <br /> :111111111 �' ° a a a ° ° ° III11111111 <br /> IIIIIII � <br /> =11111 l a ° ° IIIIIIIIIIIIIIIIIIIIII I <br /> IIIIII—III IIIIIIIIIIII—III ° � ° a a °� a a ° � � a a IIIIIIIIIIIIIIIIIIIIIIIII <br /> =1III—III IIIIIIIIIIIIIIII a ° a ° ° IIIIIIIIIIIIIIIIIIIIII 1= <br /> ;IIIIII—III IIIIIIIIIIII—III ° ° <br /> III—III III III III III III I ° a a =1 1 1 1 <br /> =1 III—III III III III III 11 1= a ° ° a ° a a ° a a VERT TIE BARS PER SCHEDULE,- <br /> a ° a 41 ° ° ° a SEE FOUNDATION PLAN <br /> —1 I1 1111IIIIIIIIIIIIII <br /> 11111 111=111=111=111=111= 11h=1h=1h-1h- <br /> KEINFORCEMENT <br /> TOP & BOT <br /> PER FOUNDATION PLAN <br /> -111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 - <br /> SCALE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br /> 11 _ II111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111-111— <br /> i�I1111�I=111=111=1111�I1�I,�,I�II� I� '� I I II I I111=111=111=111111=I � � <br /> — I 11h <br /> - � I I iIII=1 I I=1 I I=1 I I—iii— III <br /> ANCHOR BOLTS & BASE PLATE BY #4 SLAB DOWEL @ 18" OC SLAB REINFORCEMENT <br /> METAL BUILDING MANUFACTURER W/24" LAP &18" EMBED PER FOUNDATION PLAN <br /> INTO FTG <br /> REVISIONS <br /> 0'-0" No. Description Date By <br /> TO SLAB ° ° ° <br /> -IIIIIIi� IIIIIIIIIIIIIIIIIIIIIIIII—III a ° a ° � ° a IIIIIIIIIIIIIIIIIIIIIIIIIIIII I I— <br /> Q� III—III IIIIIIIIIIIIIIIIIIIIIIIIIIII I a ° ° IIIIIIIIIIIIIIIIIIIIIIIIIIII—IIIA <br /> 111-1111 � � � I111111111111111111111111111111-111- <br /> —III—III III1111IIII a ° 111=111=111-111-111-11111IIIIIIIII-1111 <br /> =111=111=111111 <7 GRADE BEAM BEYOND =111=111=111=111=111= <br /> 111-111 111-1111 =1111 ° a a I111IIIII111111111-111 Project No.: 17028 <br /> Lu <br /> �� IIIIIIIIIIII11 a ° ° 1111111111111111111111 -111- Drawn By: AG <br /> 11111 11111 J=11111 a °� ° 1111=111=111=111=111=111=111=111=111=111=111=� Checked By: MS <br /> —IIIIII-1111; p�I1 I I ° a a ° 11 I111=11 II 1 11 1 11 1 11 1 11 1 111 111 111 I-111= <br /> VERT TIE BARS PER SCHEDULE,=111=111=11 <br /> ;III z 11111 o11 ° a ° 111=111=SEE FOUNDATION PLAN— =111=111=111= <br /> Q=111 1 u=111 11 ° III III III III III III III III III III 1I <br /> l l z l 111 Q 1=11 �, a ° 11111111111111111111111 <br /> O =1 I L o 111=111=111=' Q I a a 1 111=111 11 1 1 1 1 111=111=111=111=111=111=111= PERMIT SET <br /> Q —III III <br /> —III IIIIIIIII _IIIIIIIIIIIIIII—III <br /> z REINFORCEMENT TOP & BOT = 8.17.18 <br /> 11 g p 11 11 111=111=1 I— ° ° 1 =111=PER FOUNDATION PLAN 111=111=111=� <br /> =11 0 111=111=1111 a ° ° 41IIIIIIIIIIIIIIIIIIIIIIIIIII—III-111= <br /> . II I L I I I1 I I1 I I1 I I � a a °a IIIIIIIIIIIIIIIIIIIIIIIIIIIIII—Illi <br /> =1 I I IIIIIIIIIIII1 I °a a ° IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I ' <br /> 1111IIIIII—III=cLR 01 <br /> ° ° a IIIIIIIIIIIIIIIIIIIIIIIIIII—III-111= FOUNDATION DETAILS <br /> —III IIIIIIIII11 ° a ° � IIIIIIIIIIIIIIIIIIIIIIIII—III-111=� <br /> =11IIIIIIIIIIII—III a IIIIIIIIIIIIIIIIIIIIIIIIIII11 <br /> =111 11111111111111 ° 11111111111111111111111111111 <br /> —IIIIIIIIIIIIIII—III a IIIIIIIIIIIIIIIIIIIII111-11111 <br /> —III 1111IIIIIIIIIIIIIIIIII—III-1111 <br /> =1 II IIIIIIIIIIIIIIIIIIIIII 1= <br /> =1 I VIII 11 I IIIIIIIIIIIIIIIIIIIIIIIIII 1 11 1 11 1 11 1 11 I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 11 11- <br /> -111, , I I M �111 111 I 111=111=111=11 11;111-1111 I 1=SEE FOUNDATION PLAN I I I,;11 I;111=111=111=111=11 I 11 111 111 111 111 I�;� 1 II <br /> � i 1IIIIII1 _ 1 I I1 I I1 I I1 i�— <br /> 12 – SCALE g FOOTING DETAIL FOR FOOTINGS F1 - F6 SCALE <br />
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