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ROOF FRAMING PLAN <br />NOTES: 8 <br />— ROOF INFILL CONSTRUCTION: 1-1 /2" X 22 GA WIDE RIB ROOF DECK (TYPE B) <br />WELDED TO EXIST ANGLE FRAME SUPPORT STEEL. WHERE NO EXIST ANGLE FRAME <br />OCCURS, SEE TYP ROOF FRAME AND INFILL DETAIL ON THIS SHEET. DECK SHALL <br />HAVE FACTORY MUTUAL APPROVAL. <br />— COORDINATE ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL <br />DRAWINGS. SEE TYPICAL OPENING DETAILS ON THIS SHEET. <br />— SEE SHEET S001 FOR STRUCTURAL GENERAL NOTES. <br />Q11 <br />L <br />OOFTOP UNITS AND <br />ORT BY LANDLORD <br />SEE ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. <br />PROVIDE NEW BRIDGING OR BRACING OF JOISTS AT LOCATIONS WHERE NEW <br />OPENINGS OR DUCT WORK ELIMINATED THEM. INSTALL PER SJI SPECIFICATIONS. <br />CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS <br />PRIOR TO FABRICATION. <br />—OE <br />-0 <br />WELD EXIST & NEW EXIST JOISTSEE PLAN <br />ROOF DECK TO CONTRACTOR TO VERIFY <br />SUPPORT ANGLES IZ ROOF <br />OPENING <br />EXIST ROOF <br />DECK <br />* MATCH <br />JST L THK <br />REINF JOIST IF L6x6h- <br />DOES NOT OCCUR AT <br />JOIST PANEL POINT. SEE <br />ROOFTOP MECH UNIT TYP 3/ts <br />SUPPORT DETAIL. <br />EXIST JOIST <br />NEW INFILL i EXIST ROOF <br />ROOF DECK DECK <br />NEW L6x6x%xO'-4" LG — <br />LOCATE AT HIGH FLUTE OF <br />DECK CLOSEST TO OPNG. <br />3 <br />/16 <br />L4x4x% TYPICAL <br />EACH SIDE OF OPENING <br />TYPICAL ROOF OPENING <br />INFILL SUPPORT DETAIL <br />�_ EXISTING EXISTING <br />JOIST OR BEAM JOIST OR BEAM <br />SEE PLAN FOR JOIST SPACING � <br />ROOF OPENING <br />CUT (E)DECK <br />USE 5/8"0 PLUG WELD FROM <br />PROVIDE SECURITY ABOVE OR SELF —DRILLING <br />BARS AT OPNGSJ <br />BUILDEX 12-24x11/4 HWH <br />—SEE ARCHTEKS/5 OR EQUAL FROM <br />�k MATCH BELOW I 12" MAX OC <br />JST L THK * --- <br />3/16 <br />REINF JOIST IF L6x6 N <br />3 NEW L4x4x3/g TYPICAL <br />DOES NOT OCCUR AT /16 <br />JOIST PANEL POINT. SEE �� 3/1s EACH SIDE OF OPENING <br />ROOFTOP MECH UNIT <br />SUPPORT DETAIL. VNEW L6x6x%x0'-4" LG — <br />LOCATE AT HIGH FLUTE OF <br />DECK CLOSEST TO OPNG. <br />ANGLE FRAMING REQ'D FOR ALL ROOF OPENINGS 12" OR GREATER. <br />COORDINATE W/ARCHITECT & MECHANICAL CONTRACTOR <br />FOR OPENING SIZES & LOCATIONS. <br />TYPICAL ROOF OPENING FRAMING <br />UNDER EXISTING ROOF DECK DETAIL <br />E) EXISTING <br />N) NEW <br />FV) FIELD VERIFY <br />NOTE: <br />ALL DIMENSIONS OF EXISTING STRUCTURE <br />ARE APPROXIMATE AND SHALL BE FIELD <br />VERIFIED BY THE CONTRACTOR PRIOR TO <br />FABRICATION. <br />NOTE: <br />SCALES INDICATED ARE BASED ON FULL <br />SIZE 30"x42" DRAWING <br />DIMENSIONS SHALL NOT BE DETERMINED <br />Shenberger & Associates, Inc. <br />Structural Engineers <br />8227 Brecksville Road <br />Cleveland, Ohio 44141 <br />Telephone: (440) 526-3100 <br />Fax: (440) 526-7753 <br />EMAIL: sai@shenberger.net <br />mcg architecture <br />OT 216.520.1551 1) 216.520.1567 <br />7100 E. Pleasant Valley Rd., Suite 320, Cleveland, OH 44131 <br />Seal:\1 `GAL,LA <br />E sF cy��11 <br />e <br />+J l <br />No 74463 * �: <br />STATERk <br />4F <br />4 <br />A Project for: <br />Client: <br />ROSS STORES, INC. <br />4440 ROSEWOOD DRIVE <br />PLEASANTON, CA 94588 <br />Revisions: <br />Aj ADDENDUM B <br />04-10-13 <br />BID/PERMIT <br />02-14-13 <br />No. Description <br />Date <br />Project No.: <br />11.594.01 <br />Drawn By: <br />SAI <br />Reviewed By: <br />SAI <br />Scale: <br />AS NOTED <br />Date: <br />01-28-2013 <br />Filename: <br />Sheet Title: <br />ROOF FRAMING PLAN <br />Sheet #: <br />S201 <br />- -- <br />-�r�7;- T�-- -- �(— <br />i <br />© MCG ARCHITECTS 2011 ALL RIGHTS RESERVED <br />