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3" x 8" x ¼" STEEL PLATE - SEE <br />PLAN VIEW ABOVE <br />5/8" Ø x 6" EXPANSION ANCHORS <br />2" x 2" x ¼" TS @ 4'-0" O.C. <br />SOLID SERFACE - SEE FINISH <br />SCHEDULE <br />3/4" PLYWOOD <br />½" DIA. THRU BOLT (PRE- <br />DRILL HOLES) TYP. -SEE <br />PLAN VIEW <br />5/8" GYP.BD. EA. SIDE <br />SECTION <br />PLAN VIEW <br />5/8" Ø x 6" <br />EXPANSION <br />ANCHORS <br />½" Ø THRU BOLT- PRE-DRILL <br />HOLES - SEE SECTION <br />3" x 8" x ¼" STEEL PLATE <br />2" x 2" x ¼" TS @ 4'-0" O.C. <br />5/8" GYP.BD. - PAINT <br />3 5/8" METAL STUD, TYP.3"6" <br />FRP1 PL1 <br />SS1 <br />PREP SIDE SALES SIDE <br />COVE BASE TILE - BT1 <br />1 3/4" LEG STAPLE @ 8" O.C. <br />2x OR 3/4" PLYWOOD <br />#14 x 3-1/2" FLAT HEAD <br />WD. SCREWS AT 16" O.C. <br />CONT 2x4 w/ <br />1/4" WEDGE ANCHORS <br />@ 24" O.C. <br />COUNTERTOP - SCRIBE TO WALL <br />BASE CABINET - PL1 <br />ADJUSTABLE SHELF - TYP. <br />ROLLED EDGE <br />4"18 GA. STUD BLOCKING - <br />SEE NOTE ABOVE <br />18 GA. STUD BLOCKING - <br />SECURE CABINET w/ <br />#14 S.M. SCREWS AS <br />DESCRIBED ABOVE2"2" <br />6" <br />PARTIAL HEIGHT WALL - SEE A/A6.1 <br />SOLID SURFACE TOP - <br />SEE FINISHES <br />SCHEDULE <br />2' - 10"3' - 6"PL1 <br />SS1 <br />2' - 6"PL1FRP1 <br />BASE CABINET <br />ADJUSTIBLE SHELF TYP. <br />1-3/4" LEG STAPLE @ 8" O.C. <br />2 x OR 3/4" PLYWOOD <br />#14 x 3-1/2" FLAT HEAD WD <br />SCREWS AT 16" O.C. <br />CONT 2 x 4 W/ 1/4" <br />WEDGE ANCHORS <br />AT 24" O.C.2"2' - 0" <br />2"2' - 10"4"SS1 <br />PL1 <br />PL1 <br />SOLID SURFACE TOP - <br />SEE FINISHES <br />SCHEDULE <br />3' - 2"PL1 <br />PL1 <br />6" 16 GA STUD CHANNEL (600S137-54) <br />(3) #12 x 1/2" SH. MET. SCREWS <br />PER STUD + 14 GA. 2"x2"x3" CLIP w/ <br />(2) #12 x 1/2" S.M.S. PER LEG <br />FOR GRAB BARS, WALL HUNG CABINETS, <br />WALL HUNG EQUIP. USE #14 SELF-TAPPING <br />SHT. MET. SCREWS <br />TYPE BTYPE A <br />FOR TOILET ACCESSORIES, BASE CABINETS, WALL <br />GUARDS, ETC. USE #10 OR #12 SELF-TAPPING SHT. MET. <br />SCREWS. <br />LENGTH AS REQ'D <br />TO SUPPORT ITEM <br />6" 18 GA. STUD CHANNEL (600S137-43) - <br />SECURE TO WALL STUDS w/ (2) #10 x 1/2" <br />SHT. MET. SCREWS PER STUD <br />20 GA. MIN. METAL STUDS <br />(SEE WALL SCHEDULE FOR SIZE) <br />S T D . S T U D S P A C IN G <br />S T D . S T U D S P A C IN G <br />WALL, PER PLAN <br />INSTALL BASE TRACK w/ POWDER <br />DRIVEN PINS AT 16" O.C. <br />ATTACH METAL TOP TRACK TO <br />ROOF DECK w/ VERTICAL <br />SLOTTED SIDE FLANGE TO <br />METAL STUD FOR DEFLECTION1/2" DEFLECTIONWALL, PER PLAN <br />FRP PANEL <br />COVE BASE TILE <br />FLOOR TILE ov/ BOND COAT <br />ANTI-FRACTURE <br />WATERPROOF MEMBRANE <br />FRP EDGE TRIM MOULDING <br />PL1 <br />SS1 <br />ADJ. SHELF - <br />PL1 <br />PL1 <br />3' - 10"3' - 2"PL1 <br />PL1 <br />2' - 10"CONT 2 x 4 W/ 1/4" <br />WEDGE ANCHORS <br />AT 24" O.C. <br />2 x OR 3/4" PLYWOOD4"PL1 <br />PL1 <br />(E) <br />STOREFRONT 3"3" <br />1' - 6" MAX. <br />4"EQEQEMBED <br />4" <br />COMPACTED <br />TRENCH MATERIALS <br />COMPACTED SAND OR <br />CLASS II AGGREGATE BASE <br />(CONCRETE FILL OPTIONAL) <br />SAWCUT (E) SLAB <br />#4 DOWEL @ 24" O.C. EACH SIDE <br />(N) 3000 PSI CONC. FILL <br />CLEAN CUT SURFACE. APPLY <br />CONC. BONDING AGENT (TYP.)4"WMB PROJECT: <br />Copyright WMB, Inc. <br />DATE REVISION <br />PUBLISH HISTORY: <br />No. <br />WMB <br />ARCHITECTS <br />2000 L Street <br />Suite 125 <br />Sacramento, CA 95811 <br />T 209.944.9110 <br />F 209.944.5711 <br />www.wmbarchitects.com <br />5757 Pacific Avenue <br />Suite 226 <br />Stockton, CA 95207 <br />05.05.21 PERMIT APPLICATION <br />5/5/2021 10:46:21 AM <br />DAVID'S PIZZA T.I. <br />20-068 <br />A6.1 <br />DETAILS <br />4755 Quail Lakes Dr. -Ste. A <br />Stockton, CA 95207 <br />1 1/2" = 1'-0"A PARTIAL HEIGHT WALL <br />1 1/2" = 1'-0"F COUNTER @ PIZZA DISPLAY <br />1 1/2" = 1'-0"G RECEPTION COUNTER <br />1/4" = 1'-0"B TYP. BACKING PLATES <br />1/2" = 1'-0"D NON-BEARING WALL FRAMING <br />3" = 1'-0"C TILE BASE @ CONC. FLOOR <br />1 1/2" = 1'-0"H RECEPTION COUNTER - DETAIL <br />1 1/2" = 1'-0"E SLAB REPAIR <br />L ROFIE <br />F AOTC <br />NO. C 30857 <br />REN. 3−31−23 <br />ATSICEL AINTCT <br />E <br />I <br />ADNSE HCR <br />MELAN IE A .V <br />I <br />E <br />UX