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5" I.D.34"2'-10"3'-6"1'-6"9"ATTACH WITH (3) #10 SHEET METAL SCREWS INTO 25 GA METAL TRACKSTRUCTURE (TYP.)TO EXISTING ROOFATTACH WITH 3 -#10 WOOD SCREWS(E) JOISTBRACING X 3-5/8" MTL STUDS(25 GA. )DIRECTION TYP.).@ 48" O.C. (ALTERNATETO CLG JOIST ABOVE5/8" GYP. BOARDSUSPENDED T-BAR CEILING.C0UNTER PONY WALLN.T.S.4A5PARTITION WALL DETAIL SCALE: N.T.S.5A53-5/8" 25 GA METAL STUDS X16"OC 3-5/8" 20 GA METAL TRACSHOT PIN .17" X 1-1/4" INTO CONCRETE (1 PER 16")25 GA METAL TRAC , SHOT PIN .17"X1-1/4 @ 32" OCINTO CONCRETEWALL CONSTRUCTION DETAILSSOFFIT CONSTRUCTION DETAILSAPPROX.5' <br />90.00°45.00°3-5/8" 20GA(3)#10 X 1-1/2" WS2X4 ROOF JOIST(3)#6 X 5/8" MS(TYP)SIDE VIEWFRONT VIEW2' OCCROSS BRACING @ 4' OC3-5/8" 20GA5/8" GYP BOARD8'-6" AFF10'-6" AFFFROM DINING AREAROOF10'SOFFIT DETAIL SCALE: N.T.S.6A56"4'CONCRETE FLOOR REPAIR SCALE: N.T.S.7A5(E)CONCRETE SLAB#4 REBAR @ 18"OC EMBED 6" ON EA SIDE18"SAW CUTAREA2X4 ROOF JOIST@16" OC(4)#2 X 3 WS(TYP)MENU BOARD SUPPPORTCROSS BRACING @ 4' OC9A53-5/8" 20GAAPPROX. 5' <br />90.00°3-5/8" 20GA(3)#10 X 1-1/2" WS2X4 ROOF JOIST(3)#6 X 5/8" MS(TYP)TV SIDE SUPPPORTCROSS BRACING @ 4' OC8A56"4'3-5/8" 20GA3'SOFFITTV2X4(4)#2 X 3 WS(TYP)2X4 TV MAST2HR-HOUR FIRE RATED DEMISING WALL DETAILSCALE: N.T.S.3A-513'-6"11/17/18REV. DATENO.DRAWN BY:DWG DATE:REV. DATENO.DRAWN BY:DWG DATE:DWG DATE:DRAWN BY:RDOA-5NO.REV. DATEDESIGN4DINING@AOL.COM <br />(510) 701-7368 <br />EMERYVILLE, CALIFORNIA <br />BEAUMONT & ASSOCIATES <br />ARCHITECT: <br />MAXWELL A. BEAUMONT, ARCHITECT <br />DESIGN 4 DININGDESIGN 4 DININGDESIGN 4 DINING