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V <br /> 24GA STEEL STORM PANEI <br /> FOR USE OUTSIDE THE HVHZ $c WIND ZONE 4 <br /> UNLIMITED WIDTH <br /> (PERP.TO PANEL SPAN) <br /> TYP 12".MAX. ON CENTER PANEL <br /> D :"' <br /> ' ATTACHMENT TO MOUNTING <br /> HARDWARE OR IRECT MOUNT.D --� <br /> PLAN <br /> KEYHOLE PUNCH DETAIL VIEWS v <br /> ALTERNATIVE HOLE DIA.OF <br /> 5/8"IS ACCEPTABLE, <br /> "J W <br /> ill <br /> r; Q <br /> 0- <br /> y3�y+ <br /> b_ <br /> O i <br /> LL � J61 <br /> n <br /> e NOTE:TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF .,.•.: . :,. <br /> n OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS- <br /> NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWE6. <br /> TYPICAL ELEVATION WITH HURRICANE PROTECT'.. <br /> _ STEEL PANELS ONLY <br /> u- N.T.S. EXTERIOR ELEV <br /> GENERAL NOTES <br /> m 1. THE•SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION.{{2017}} <br /> a ZONE 4ASEE PRODUCTIEVALUATION RE ND 0 MpREOIN L RESIDENTIAL <br /> ESID N TIAL CODE (IRC)FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE &W0111 <br /> 2: N0.33-1/3°/a INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS <br /> BEEN USED FOR WOOD ANCHOR DESIGN. <br /> 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN <br /> Z ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE <br /> o FLORIDA BUILDING CODE SIXTH EDITION W017))SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES <br /> LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. <br /> a 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR, <br /> 9 S. THIS SYSTEM HAS BEEN.DESIGNED WITH NO SEPARATION FROM GLAZING AND IS INTENDED FOR USE IN WIND ZONES 1-3 ONLY. <br /> 1 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM <br /> THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN <br /> CONJUNCTION WITH.THIS.DOCUMENt. <br /> EVALUATION REPORT SUBMITT <br /> ED FOR TTHE SAME PART OF <br /> APPROVAL US OF THESE EVALUATION <br /> AND SHALL <br /> LENTOS SHALLUCOMPLY CONJUNCTION <br /> PTEER 61G15--THE <br /> 3 OF <br /> THE FLORIDA ADMINISTRATIVE CODE <br />