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1600 - Food Program
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PR0536570
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Last modified
3/23/2022 11:23:33 AM
Creation date
3/23/2022 11:20:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0536570
PE
1613
FACILITY_ID
FA0020997
FACILITY_NAME
BAKERS BOUTIQUE
STREET_NUMBER
5757
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10813022
CURRENT_STATUS
02
SITE_LOCATION
5757 PACIFIC AVE STE A-130
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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NOTE: <br />SUSPENSION SYSTEM COMPONENTS <br />SHALL BE HEAVY DUTY RATED TO <br />WITHSTAND SEISMIC LOADS IN <br />ACCORDANCE WITH CBC SECTION <br />1616A.1.20 FOR CATEGORY D. <br />5 <br />AD.02 <br />4 <br />AD.02 <br />TYP <br />2'-0" <br />ATTACHED WALL <br />ATTACHED WALLUNATTACHED WALLUNATTACHED WALL <br />HEAVY DUTY MAIN <br />SUSPENSION RUNNER - <br />TYP. <br />CROSS-TEE -TYP. <br />VERTICAL SUSPENSION <br />WIRE -TYP. -INSTALL <br />LATERAL SPLAY WIRE <br />BRACING AT CEILING <br />AREAS GREATER THAN 144 <br />S.F. SEE DETAIL 6/AD.05 <br />WALL ANGLE -TYP. <br />2" OVERSIZED TRIM RING - <br />TYP. @ FIRE SPRINKLER <br />PENETRATIONS <br />-COLOR TO MATCH CLG. <br />PANEL <br />LIGHT FIXTURE SEE <br />ANCHORAGE DETAIL <br />5/AD.05 -TYP. <br />NO. 12 GA. VERTICAL <br />HANGER WIRE W/IN <br />TUBE -LEVEL <br />CEILING GRID <br />PRIOR TO SETTING <br />TUBE <br />UNDERSIDE OF <br />FLOOR OR <br />CEILING ABOVE <br />MEMBER "B" -REFER <br />TO COMPRESSION <br />POST SCHEDULE <br />BELOW FOR SIZE <br />SLOT END OF EMT TO <br />FIT OVER CEILING <br />RUNNER. USE (2) #12-14 <br />TEKS/3 <br />** NOTE ** <br />EXTEND TUBE TIGH TO <br />CEILING & STRUCTURE <br />ABOVE PRIOR TO <br />SECURING <br />OVERLAPPING TUBES. <br />PROVIDE A MIN. 4" <br />LAP BETWEEN TUBES <br />IN FULLY EXTENDED <br />POSITION. <br />MAIN RUNNER <br />CROSS RUNNER4"MEMBER "A" -REFER <br />TO COMPRESSION <br />POST SCHEDULE <br />BELOW FOR SIZE <br />1" DIA. EMT <br />1 1/4" DIA. EMT <br />1 1/4" DIA. EMT <br />1 1/2" DIA. EMT <br />MEMBER "B"MEMBER "A"MAXIMUM LENGTH <br />6'-6" <br />8'-6" <br />COMPRESSION POST SCHEDULE <br />5/32" DIA. HOLE W/ <br />1/8" DIA. BOLT & <br />LOCKING NUT <br />VERTICAL SUPPORT: <br />12 GAUGE WIRES 4' ON CENTER WITHIN 8" OF EACH WALL, ALONG MAIN RUNNER. <br />HANGER WIRES TO BE WITHIN 1:6 OF PLUMB UNLESS COUNTER SLOPING WIRES <br />ARE PROVIDED. <br />LATERAL BRACING: <br />12 GAUGE WIRE, 4 WIRES SECURED WITHIN 2" OF THE CROSS RUNNER <br />INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT <br />EXCEEDING 45° FROM THE PLANE OF THE CEILING. A STRUT FASTENED TO THE <br />MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURE <br />MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THESE 4 WIRE BRACING <br />POINTS TO BE WITHIN 6' OF EACH WALL AND 12' O.C. IN EACH DIRECTION. FOR <br />TILE CEILINGS, ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED <br />TOGETHER TO PREVENT THEIR SPREADING. <br />MECHANICAL SERVICES: <br />CEILING MOUNTED AIR TERMINALS WIGHING LESS THAN 20 POUNDS SHALL BE <br />POSITIVELY ATTACHED TO THE CEILING RUNNERS. TERMINALS WEIGHING <br />MORE THAN 20 POUNDS SHALL BE INSTALLED AS PER LIGHT FIXTURE. <br />INSTALLATION OF SUSPENDED CEILING SHALL CONFORM TO CBC 803.9.1.1, CBC <br />1616A.1.20, ASCE 7-05 CHAPTER 13, ASTM 635, ASTM 636, ICC ES REPORT, DSA <br />IR 25-2.13, AND ASTM E580 AND MANUFACTURER'S SPECIFICATIONS. <br />REFER TO SUSPENDED CEILING DSA IR 25-2.13 LIST FOR ATTACHEMENT OF <br />LIGHT FIXTURES, FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED <br />AIR TERMINALS AND OTHER MISCELLANEOUS. ON SHEET G0.01 <br />SUSPENDED CEILING GRID SYSTEM AS MANUFACTURED BY: <br />ARMSTRONG WORLD INDUSTRIES, INC. <br />PRELUDE XL OR EQUAL. ICC REPORT NO. ICC-ES 1308. <br />CLASSIFICATION OF CEILING GRID IS HEAVY DUTY. <br />MANUFACTURER'S CATALOG NUMBER -MAIN RUNNER #7301 (HD) <br />MANUFACTURER'S CATALOG NUMBER -CROSS RUNNER #7340 (HD) <br />METAL SUSPENSION SYSTEM <br />FOR ACOUSTICAL TILE AND <br />FOR LAY-IN PANEL CEILINGS <br />SEE DETAIL 1/AD.05 <br />45 <br />° <br />CROSS <br />RUNNERS @ <br />2'-0" O.C.45°45° <br />COMPRESSION POST TYP. WITHIN 2" <br />(MAX.) OF CROSS RUNNER @ GRID & <br />PERPENDICULAR TO GRID. POST <br />SHALL BE SPACED @ 12'-0" O.C. (MAX. <br />EA. WAY) & WITHIN 6'-0" OF EACH <br />SUPPORT WALL. SEE DETAIL 3/AD.06 <br />MAIN RUNNERS <br />@ 4'-0" O.C. <br />45° <br />12 GA BRACING WIRES <br />w/ MIN. 4 TIGHT <br />TURNS WITHIN 1 1/2" <br />BOTH ENDS ON MAIN <br />RUNNER. <br />2" MAX. <br />12 GA GALV. <br />VERTICAL <br />WIRES @ 4'-0" <br />O.C. (3) TIGHT <br />TURNS IN 1 1/2" <br />EA END TYP. <br />METAL WALL ANGLE <br />8 x 1 1/2" RHWS INTO STUD <br />OR BLOCK'G @ 32" O.C. <br />ISOMETRIC VIEW <br />12 GA STEEL CLG. <br />SUSPENSION WIRE <br />THRU HOLE IN TEE <br />WEB w/4 TIGHT <br />TWISTS WITHIN <br />1 1/2" <br />METAL MAIN RUNNER OR <br />CROSS-TEE. NO <br />CONNECTION TO WALL <br />ANGLE <br />3/8" MIN. <br />3/4" MAX. <br />2". <br />TEE WHICHEVER IS LESS <br />8" MAX. OR 1/4 LENGHT OF END <br />WALL FINISH PER SCHEDULE <br />DIM. IS REQR'D <br />BY ASCE 07-10. <br />SEC 13.5.6.2.2 <br />NOTE: <br />SEISMIC CATEGORY 'D' <br />BASIS OF DESIGN: <br />ARMSTRONG SEISMIC RX SUSPENSION <br />SYSTEM, ICC REPORT ESR-1308 w/ <br />BERC 2 <br />WALL ANGLE <br />8 x 1 1/2" RHWS INTO STUD <br />OR BLOCK'G @ 32" O.C. <br />SEISMIC RESTRAINT <br />CLIP <br />ISOMETRIC VIEW <br />SCREW FASTENER <br />TIGHT TO MAIN <br />RUNNER/ CROSS-TEE <br />12 GA STEEL CLG. <br />SUSPENSION WIRE <br />THRU HOLE IN TEE <br />WEB w/4 TIGHT <br />TWISTS WITHIN 1 1/2" <br />METAL MAIN RUNNER <br />OR CROSS TEE WITH <br />POSITIVE <br />CONNECTION @ 2 <br />INTERSECTING WALLS <br />2". <br />WALL FINISH PER SCHEDULE <br />TEE WHICHEVER IS LESS <br />8" MAX. OR 1/4 LENGHT OF END <br />NOTE: <br />SEISMIC CATEGORY 'D' <br />BASIS OF DESIGN: <br />ARMSTRONG SEISMIC RX SUSPENSION <br />SYSTEM, ICC REPORT ESR-1308 w/ <br />BERC 2 <br />34" MAX.F.F. <br />2X WOOD BLOCKING <br />RIGID STAINLESS <br />STEEL FRAME5"3"P. LAM CASEWORK <br />BACK <br />QUARTZ SOLID <br />SURFACE <br />ACRYLIC SOLID SURFACE <br />COUNTERTOP W/APRON2'-0"T.1. DISPENSER & <br />MANIFOLD, DESIGNED & <br />INSTALLED BY <br />MANUFACTURER <br />PLEXIGLASS SHIELD <br />LED STRIP LIGHT STRIP <br />NITROGEN PIPING, <br />DESIGNED & <br />INSTALLED BY <br />MANUFACTURER <br />6" COVED TILE BASE <br />F.F. <br />RIGID STAINLESS <br />STEEL FRAME 3"6" BASE, SEE FINISH <br />SCHEDULE <br />EXISTING BOTTOM <br />TRACK <br />EXISTING METAL <br />STUDS <br />CERAMIC TILE BACKSPLASH <br />WHERE OCCURS, SEE FINISH <br />SCHEDULE <br />2'-0"FOR HEIGHTSEE ELEVATIONACRYLIC SOLID <br />SURFACE COUNTERTOP <br />W/APRON <br />STEEL SUPPORT <br />ANGLE <br />FIN. FLR. <br />SOLID SURFACE <br />COUNTERTOP -REFER TO <br />FINISH SCHEDULE <br />1/4" CABINET BACKING <br />DOORS SHALL HAVE <br />CONCEALED HINGES <br />WHITE MELAMINE AT SEMI- <br />EXPOSED AREAS -TYP <br />RUBBER WALL BASE <br />STAINLESS STEEL COUNTERTOP <br />W/MARINE EDGE AND HEMED EDGE - <br />REFER TO CASEWORK SCHEDULE <br />PRESSURE TREATED <br />2X -TYP. <br />MARINE GRADE <br />PLYWOOD SUBSTRATE <br />2'-0" <br />RIGID STAINLESS <br />STEEL FRAME <br />STEEL SUPPORT <br />ANGLE <br />CERAMIC TILE, SEE <br />FINISH SCHEDULE <br />6" CERAMIC BASE, <br />SEE FINISH <br />SCHEDULE <br />EXISTING BOTTOM <br />TRACK <br />EXISTING METAL <br />STUDS <br />P. LAM. FINISH AT <br />ALL EXPOSED <br />SURFACES <br />DOORS SHALL HAVE <br />CONCEALED HINGES <br />WIRE PULLS -TYP. <br />P. LAM. DOOR(S) -SEE <br />INTERIOR ELEVS. FOR <br />DOOR CONFIGURATION <br />FIN. FLR. <br />6'-6"6"EXISTING MOP SINK <br />1X, TYP. <br />EXISTING DEMISING <br />WALL July 20____ <br />C33148CAROLYNMOEA N <br />A <br />T <br />I <br />VI <br />DADLICEN S E D A RC <br />HI <br />T <br />ECTSTAT <br />E <br />OF C A L IF O RNIAChecked By: <br />Drawn By: <br />Project No.: <br />LDA Partners, Inc <br />Designers & Architects <br />222 Central Court <br />Stockton, CA 95204 <br />209.943.0405 <br />www.ldapartners.com <br />Client: <br />Architect: <br />Project: <br />NOR FOR CONSTRUCTION <br />12/23/2020 4:31:19 PMDETAILS <br />AD.02 <br />BC, BB <br />CN <br />###-#-## <br />PLAN CHECK 1 <br />12/24/2020 <br />NITRO BOBA TI <br />5757 PACIFIC AVE. <br />Mr. Vy H Vy & Mrs. Jenny <br />Pham <br />###.###.#### <br />STOCKTON, CA <br />SUITE A130, STONE <br />CREEK VILLAGE <br />STOCKTON, CA <br />1/4" = 1'-0"AD.02 <br />1 TYP. SUSP. ACOUST. PNL CEILING <br />1" = 1'-0"AD.02 <br />3 COMPRESSION POST <br />1/2" = 1'-0"AD.02 <br />6 SUSPENDED CEILING T-BAR GRID <br />6" = 1'-0"AD.02 <br />4 SUSP. CLG. 'FLOAT' WALL ANGLE <br />6" = 1'-0"AD.02 <br />5 SUSP. CLG. ATTACH'D WALL ANGLE <br />No. Description Date By <br />1 1/2" = 1'-0"AD.02 <br />8 COUNTERTOP A <br />1 1/2" = 1'-0"AD.02 <br />12 COUNTERTOP B <br />1" = 1'-0"AD.02 <br />11 BASE CABINET <br />1 1/2" = 1'-0"AD.02 <br />16 STAINLESS STEEL COUNTER <br />1" = 1'-0"AD.02 <br />10 MOP SINK SCREEN
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