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L. Roberto Lomas P.E. <br /> 1432 Woodford Rd. Manufacturer: Masonite <br /> Lewisville,NC 27023 Report#: 514010 <br /> 434-688-0609 Date: 05/01/2017 <br /> rllomas(a)Irlomaspe.com <br /> Anchor Locations: <br /> 36.38 <br /> 18.19 <br /> 6.00 TYP. 6.00 TYP. <br /> 6.00 <br /> 13.45 <br /> MAX.O.C. <br /> 79.25 <br /> 6.00 <br /> Installation instructions: <br /> 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS <br /> WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH <br /> 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. <br /> 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH <br /> SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" <br /> MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. <br /> 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING <br /> SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE <br /> INTERIOR WALL WITH 1/2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW. <br /> 4.ALL FASTENERS TO BE CORROSION RESISTANT. <br /> 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR <br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN <br /> SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: <br /> A.WOOD:MINIMUM SPECIFIC GRAVITY OF G=0.42 <br /> B.CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. \� 15.E 0 / <br /> C.MASONRY:HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. N7 �-.G �" .'� <br /> D.METAL STRUCTURE:STEEL 18GA(.048")FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI `�� 1 S�►`';� <br /> .052"THICK MINIMUM <br /> 6.ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE '0 51' <br /> DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. <br /> TAT 4 `<'r . <br /> 1OR10�:.' <br /> 70�VAt, �`� <br /> Luis R. Lomas P.E. <br /> FL No.: 62514 <br /> 2 of 2 5/2/2017 <br />