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SHEET METAL COPING GRID <br />w/ CONTINUOUS DRIVE <br />CLEAT SLOPE 112" PER FOOT MIN TOWARD ROOF <br />CORROSION RESISTANT <br />FASTENER @ 6" OC <br />2x WOOD BLOCKING <br />1 1/2" LAYER <br />POLYISOCYAN U RATE <br />DRIP EDGE EACH <br />SIDE <br />FASTEN PLYWOOD TO <br />2x BLOCKING @ 2'-0" <br />OC, STAGGERED, MIN <br />PRECAST CONCRETE <br />WALL SYSTEM, REFER <br />TO STRUCTURAL <br />REFER TO ROOF PLAN <br />FOR ROOFING NOTES <br />a <br />a <br />°d <br />d <br />Q° <br />PARAPET @PRECAST <br />3" = 1'-0" <br />SCUPPER SECTION <br />1 1/2" = 1'-0" <br />REGLET <br />EXTERIOR <br />SINGLE PLY ROOF MEMBRANE <br />1/2" PROTECTION BOARD <br />1" RIGID INSULATION <br />SEALANT (VERIFY WITH MFR) <br />REFER TO ROOF <br />PLAN FOR ROOF <br />CONSTRUCTION <br />NOTES <br />TOP OF STRUCTURE <br />VARIES <br />=w <br />REFER TO PC PARAPET <br />DETAIL 1/A4 <br />FOR TYP NOTES <br />STRUCTURAL SECTION OF PC <br />WALL PANEL <br />SCUPPER OPENING 1'-0" <br />WIDE BY 8" HIGH <br />FLASHING W/ LAP SEALANT <br />PREFINISHED GALV <br />SCUPPER OVERFLOW <br />AND DOWNSPOUT <br />2" LIP <br />LOW POINT OF ROOF <br />PRECAST <br />4 1/2" <br />MAX <br />ROOF/PRECAST WALL CONNECTION <br />1 1/2" = 1'-0" <br />PRECAST <br />WALL <br />PANEL <br />NOTE: EDGE SECUREMENT TO COMPLY WITH <br />REQUIREMENTS OF IBC SECTION 1504.5 <br />3/4" PLYWOOD <br />lx WOOD BLOCKING <br />z <br />NON -CORROSIVE SCREW <br />W/ GASKET @ 24" OC MIN <br />TOP OF WALL <br />REFER TO SECTIONS <br />MEMBRANE FLASHING <br />- LAP OVER PARAPET <br />1/2" PLYWOOD <br />MEMBRANE FLASHING ANCHOR <br />1 1/2" LAYER <br />POLYISOCYAN U RATE <br />SELF -ADHERED ROOFING <br />UNDERLAYMENT UP OVER PLYWOOD <br />BONDING ADHESIVE <br />MEMBRANE FLASHING <br />/ FASTENER AND SEAM PLATE <br />ATTACHMENT STRIP <br />SEALANT - VERIFY WITH MFR <br />ROOF PLAN <br />1/8" = 1'-0" <br />KEYNOTES - SHEET AS <br />MARK <br />NOTE <br />1 <br />EXISTING PARAPET/ROOF LADDER TO REMAIN <br />2 <br />EXISTING ROOF HATCH TO REMAIN <br />3 <br />NEW TAPERED INSULATION OVER NEW ROOF ASSEMBLY <br />4 <br />EXISTING SCUPPER BOX WITH DOWNSPOUT REMOVED <br />5 <br />NEW SCUPPER AND DOWNSPOUT; REFER TO BUILDING <br />ELEVATIONS FOR FINISH <br />6 <br />NEW PREFINISHED METAL CAP FLASHING; REFER TO BUILDING <br />ELEVATIONS FOR FINISH <br />7 <br />NEW SHIPS LADDER AND RAILING OVER EXISTING PARAPET <br />8 <br />NEW TAPERED INSULATION CRICKET <br />9 <br />NEW ROOF TOP UNIT ON MECHANICAL CURB <br />NORTH <br />SULLIVAN I DAY <br />C O N S T R U C T I O N <br />I(� MA <br />ARCHITECTS I DESIGNERS I ENGINEERS <br />6115 CAHILL AVE, INVER GROVE HEIGHTS, MN 55076 <br />P. 651.451.4605 KOMAINC.COM <br />THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE <br />THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, <br />INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS <br />SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY <br />MEANS WITHOUT THE WRITTEN PERMISSION OF KRECH, <br />O'BRIEN, MUELLER & ASSOCIATES, INC. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND <br />THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF <br />THE STATE OF MINNESO A. <br />1 <br />Alisha L. Simones <br />DATE: 02-21-2020 REG. NO.: 53897 <br />FBI <br />J <br />= <br />I••I <br />V <br />DC <br />O <br />W <br />z <br />ao <br />z <br />W> <br />Q <br />H <br />Lu <br />J <br />°m� <br />o <br />a <br />O <br />Ln <br />0QLL <br />O <br />�00(D <br />tie <br />PROJECT: 19218 <br />DRAWN BY: SPM <br />CHECKED BY: ALS <br />DATE: 02-21-2020 <br />REVISIONS: <br />SITE PLAN <br />REVIEW <br />A4 <br />