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0 <br />z <br />J_ <br />w <br />U <br />BRACE TOP OF WALL W/ <br />ANGULAR 3 5/8" 20 GA. <br />STUD BRACING @ 48" O.C. <br />STAGGERED W/ (3) #10's <br />EACH END. WHERE BRACE <br />DOES NOT ALIGN W/ <br />STRUCTURAL MEMBER GC <br />TO COORDINATE WITHOUT <br />ATTACHING TO ROOF <br />DECKING <br />SUSPENDED CLEANABLE <br />TILE CEILING <br />3 5/8" 20GA METAL STUDS <br />@ 16" O.C., OR 6" 20GA <br />METAL STUDS, REFER TO <br />PLAN <br />5/8" GYPSUM BOARD <br />BOTH SIDES <br />SEE PARTITION AND FINISH <br />PLAN FOR WALL FINISH. <br />COVE BASE <br />ANCHOR TRACK TO SLAB <br />W/ HILTI .145 SHOT PINS <br />(OR EQUAL) @ 48" O.C. <br />TOP OF SLAB <br />TYPICAL INTERIOR PARTIT <br />RESTROOMS PROVIDED BY WALMART <br />FLOOR TO CEILING STAINLESS STEEL <br />CORNER GUARD CG-01 <br />SECURE STAINLESS STEEL END CAP SECURE STAINLESS STEEL CORNER <br />TO WALL WITH SILICONE CAULK. GUARD TO WALL WITH SILICONE CAULK. <br />I I 2" <br />WALL FINISH ON 5/8" GYP. BD. ON 3- 5/8" WALL FINISH ON 5/8" GYP. BD. ON 3- 5/8" <br />20 GA. MTL. STUDS @ 16" O.C. - TYP. 20 GA. MTL. STUDS @ 16" O.C. - TYP. <br />U) z <br />w� - <br />-7 <br />¢� <br />FLOOR TO CEILING TAINLESS <br />STEEL END CAP CG-02 <br />STAINLESS STEEL END CAP <br />SCALE. 3 -1-0 <br />3'-0" <br />S-1 <br />CV <br />PLYWOOD WITH WHITE PLASTIC <br />LAMINATE ON OUTER FACE 3/4" F.T. PLYWOOD `n <br />`-' <br />— BLOCKING AS REQUIRED <br />FRP <br />CERAMIC TILE <br />- <br />T-1 <br />2"x2" STAINLESS STEEL LEG <br />o <br />SUPPORTS <br />r- <br />N <br />5/8" CEMENT BD. OVER <br />3-5/8" MTL. STUDS, V-0" <br />O.C. <br />6" S/S BASE <br />QTB-1 <br />POWER SET FASTENERS, <br />TYP. <br />SALES ( <br />Scale: 1-1/2" = V-0" <br />JNTER SECTION DETAIL <br />6 STAINLESS STEEL CORNER GUARD DETAIL <br />SCALE. 3 -1-0 <br />NOT USED <br />SNEEZE GUARD. SEE SNEEZE GUARD <br />DETAIL ON THIS SHEET <br />4- STUDS <br />im <br />STAINLESS STEEL CAP <br />SS-1 <br />N <br />(2) LAYER OF 3/4" F.T. 2" <br />PLYWOOD <br />BLOCKING AS REQUIRED--/ <br />SEE ELEVATIONS FOR <br />FINISHES <br />DINING - <br />M 5/8" CEMENT BD.\OVER3-5/8" MTL. STUD <br />3 5/8" x 20 GA. MTL. STUDS @ 12" <br />O.C. (ICC REPORT #ESR-3064P) <br />ANCHOR STUDS TO TRACK W/ #10 <br />SHEET MTL. SCREW EACH SIDE. <br />6" S/S BASE J.if:> <br />ANCHOR RUNNER TRACK W/ HILTI X-C22 . <br />P8TH LOW VELOCITY POWDER ACTUATED <br />ANCHORS 0.1450 x 3/4" LONG AT AT 16" <br />O.C. (ICC-ES REPORT #ESR-1663) <br />NOT USED <br />SNEEZE GUARD. SEE SNEEZE <br />GUARD DETAIL ON THIS SHEET <br />4-ISTU <br />8" q STAINLESS STEEL CAP <br />'cS`o � <br />OffSS-1 <br />SS-1 <br />COOK LINE <br />AREA <br />QTB-1 <br />COVED QUARRY TILE <br />BASE BASE <br />LOW WALL SECTION DETAIL - <br />Scale: 1-1/2" = V-0" <br />N <br />(2) LAYER OF 3/4" F.T. —/ 4i <br />PLYWOOD <br />BLOCKING AS REQUIRED—/ <br />SEE ELEVATIONS FOR <br />FINISHES <br />DINING <br />5/8" CEMENT BD. OVER <br />3-5/8" MTL. STUDS, <br />3 5/8" x 20 GA. MTL. STUDS @ 12" <br />O.C. (ICC REPORT #ESR-3064P)^ <br />ANCHOR STUDS TO TRACK W/ #1 <br />SHEET MTL. SCREW EACH SIDE. <br />6" S/S <br />E4 <br />MATRIX SERIES <br />FLUORESCENT LIGHT <br />\ <br />�,a FIXTURE KIT SUPPLIED BY ENGLISH <br />MANUFACTURING <br />SS-1 <br />COOK LINE <br />AREA <br />ANCHOR RUNNER TRACK W/ HILTI X-C22 <br />P8TH LOW VELOCITY POWDER ACTUATED <br />ANCHORS 0.1450 x 3/4" LONG AT AT 16" <br />O.C. (ICC-ES REPORT #ESR-1663) <br />LOW WALL SECTION DETAIL (2 <br />Scale:1-1 /2" = V-0" <br />StudioRG.,, <br />MAIN OFFICE: <br />1 HUNTINGTON QUADRANGLE <br />SUITE 2CO3 <br />MELVILLE, NY 11747 <br />P: 631.226-7700 F: 631.226.7175 <br />0 Copyright 2018: RGBK, INC. <br />Landry <br />_ GREG LANDRY <br />OWE -a— URE PIANNING MElMRDNW <br />1202 Richardson Dr. #106 Tel: 214.631.6941 <br />Ikhardson, Texas 75080 Fax: 214.634.1814 <br />Seal: <br />Gregory <br />�•��o g2oy <br />Lan " ry <br />AR95731 'Cj <br />Digi <br />regory G <br />ndry <br />6/ 112 I <br />Architects. Cert. No. AR95731 <br />Date: 2021.06.01 <br />Expiration Date: 2.28.23 <br />11:43:42-05'00' <br />Owner: <br />Charley's Steakery Inc. <br />ATTN: Amgad Attalla <br />2952 Carrickton Cir. <br />Orlando, FL 32824 <br />(201) 668-6672 <br />It is the responsibility of the Construction <br />Manager/General Contractor and all <br />Sub -Contractors to verify all dimensions and <br />accept conditions of prior work by related <br />trades before proceeding with any work. <br />Date <br />07-22-2020 <br />Drawn By Check By <br />MRP TN <br />Scale <br />AS SHOWN <br />Issued: <br />Project Title <br />Charleys <br />Zephyrhills, FL <br />WM706 <br />Project Address <br />7631 Gall Blvd, <br />Zephyrhills, FL 33541 <br />Project Number <br />WM706 <br />Drawing Title and Number <br />WALL TYPES AND <br />MILLWORK DETAILS <br />A3.0 <br />