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W1 <br />C <br />Y" CAP PLATE / <br />24'-8" <br />T.O. WALL My <br />HSS6x3xV AT TOP OF WALL ---III I <br />f B-1 CONCRETE BEAM AT <br />HSS6x3xy4 <br />TOP OF WALL SEE 5-2.2 <br />POSTI FOR DETAIL <br />II� <br />INFILL BEHIND METAL STUDS I I" EXTERIOP. GRADE PLYWOOD <br />AT 16' O.C. BY SPECIALITY I I SHEATHING W/ #10-16 SCREWS AT <br />ENGINEER SUBMIT S&S I HI I 6" O.C. <br />CALCULATION & SHOP <br />DRAWINGS FOR REVIEW. <br />L4x4xy TOP AND BTM <br />M <br />10'•-0" <br />Nir B.O. BEAM <br />B-4 CONCRETE BEAM ABOVE — <br />OPENING SEE S-2.2 FOR DETAIL <br />— B--1 CONCRETE BEAM AT <br />ROOF SEE 5-2.2 FOR DETAIL <br />W-0" <br />JST. BRG. <br />PROVIDE (3) 'ILLED CELLS W/ <br />I I (1) 06 AT EMBED LOCATIONS. <br />I COORD. W/ CANOPY <br />MANUFACTURER <br />ALUMINUM CANOPY FRAMING AND <br />CONNECTION TO STRUCTURE BY <br />SPECIALITY ENGINEER SUBMIT S&S <br />SHOP DRAWINGS FOR REVIEW <br />10 <br />B-1 CONCRETE BEAM AT - <br />ROOF SEE S-2.2 FOR DETAL <br />23'-2" <br />T.O. FRAMING <br />9' EXTERIOR GRADE PL <br />SHEATHING W/ 110-16 SCREWS AT <br />6" O.C. <br />MTL STUDS AT 16" O.C. BY —� <br />SPECIALITY ENGINEER SUBMIT S&S <br />CALCULATION do SHOP DRAWINGS <br />FOR REVIEW. <br />4 <br />VARIES <br />T.O. JOIST <br />B-1 CONCRETE BEAM AT -- <br />ROOF SEE S-2.2 FOR DETAIL <br />CONNECTION OF METAL STUDS <br />TO STRUCTURE BY SPECIALITY <br />ENGINEER <br />Ak 10'-0" <br />B.O. BEAM <br />B-4 CONCRETE BEAM ABOVE — <br />OPENING SEE S-2.2 FOR DETAIL <br />1 <br />6 <br />HSS6x3xY AT TOP or WALL <br />Y" CAP PLATE <br />/ HSS6xV4 POST <br />INFILL BEYOND METAL STUDS <br />AT 16" O.C. BY SPECIAUTY <br />ENGINEER SUBMIT S&S <br />CALCULATION do SHOP <br />DRAWINGS FOR REVIEW. <br />0 <br />06 VARIES <br />T.O. WALL <br />INFILL METAL STUDS AT <br />O.C. (NOT SHOWN FOR <br />CLARITY) BY SPECIALITY <br />ENGINEER SUBMIT S&S <br />CALCULATION do SHOP <br />DRAWINGS FOR REVIEW. <br />(TYP. MISC. <br />STL CONN.) >-To- <br />JOIST DESIGN (ADD'L LOADS) <br />WHnd= +/-0.5k <br />ASO WIND PRESSURE <br />NEW HSS6x3xY LSH AT TOP OF <br />WALL <br />NEW HSS6x3xY COLUMN <br />NEW STEEL JOIST <br />PLAN <br />L2x2xV X-BRACING (1) BAYS MIN. <br />BEYOND NEW COLUMN SEE PLAN <br />L4x4xV TOP AND BTM <br />CANOPY SECTION CANOPY SECTION PARAPET RETURN SECTION <br />1 /2"-1'-O" 1 /2"-1'-O 3 1 /2"-1'-O" <br />RE: S-1.1 2 RE: S-1.1 RE: S-1.1 <br />BOWEN ENGINEERING <br />CORPORATION <br />1528 VASSAR STREET <br />ORLANDO, FL 32804 <br />EB 5026 <br />BEC PROJECT No. 2022.050 <br />F <br />Tec <br />""ha n3 <br />Associates, Inc. \ AA26001933 <br />Architecture • Planning • Interior Design <br />14125 NA, 80th Ave. Suite 303 <br />Miami Lakes, FI. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfoCdtiarchitect.cor <br />www.dtiarchitect.com <br />%`,M H, MCI T 9'i <br />41 <br />E IV <br />04 <br />No. 54831 <br />" <br />O�Z STATE OF <br />--O R11j: ••, I/ <br />II Revisions: I I <br />0 <br />Z <br />01 AM <br />2 J �o <br />2W }a <br />QZ0 <br />0 OC SOIL <br />C�Q 2X°'N <br />a0a <br />U W N <br />W N <br />0� <br />a <br />Job Number: <br />22008.01 <br />Fite name: <br />Issued Date: <br />07-25-22 <br />Drawn by: <br />G K <br />Checked by: <br />WM <br />11 SHEET NAME 11 <br />ROOF <br />FRAMING <br />DETAILS <br />SHEET NUMBER <br />S-3.2 <br />