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REVISIONS <br /> 73 7/8" MAX. O.A. WIDTH <br /> REV DESCRIPTION GATE -PROVED <br /> W1 Ql� <br /> W2 C REVISED PER NEW REQUIREMENTS 01/12/18 R.L. <br /> SINGLE WINDOW WIDTHSINGLE WINDOW WIDTH <br /> 6" SEE DETAIL A <br /> j MAX. <br /> MULLION <br /> SPAN <br /> (WINDOW <br /> HEIGHT) <br /> 9" MAX. <br /> O.C. <br /> DESIGN PRESSURE TABLE INSTRUCTIONS: <br /> III 1 DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE <br /> CHAPTER 16. <br /> 6 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON <br /> MAX. PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY <br /> SEE DETAIL A WIDTH. <br /> 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT <br /> 3"IMPACT MULLION VERTICAL THE INTERSECTION OF ROW AND COLUMN CONTAINING THE <br /> MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE <br /> MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING <br /> MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN <br /> PRESSURE OBTAINED IN STEP 1. <br /> Chart#1 <br /> Design pressure rating(psi H 1 + H 2 <br /> posl0veand negative TRIBUTARY HEIGHT= 2 <br /> Mullion Tributary width(in) <br /> span(In) 36.00 38.00 40.00 142.00 44.00 46.00 48.00 50.00 52.00 <br /> 52.00 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 <br /> 54.00 80.0 80.0 80.0 80.0 79.6 78.2 77.1 76.3 75.9 <br /> 56.00 80.0 78.8 76.4 74.3 72.5 71.1 69.9 69.0 68.4 <br /> 58.00 73.3 70.8 68.6 66.8 65.2 63.9 62.9 62.0 61.4 SIGNED:0111212018 <br /> 60.00 65.5 63.2 61.1 59.4 57.9 56.7 55.6 54.8 54.1 <br /> 62.00 58.8 56.6 54.7 53.1 51.7 50.5 49.5 48.6 47.9 VIWINTECH WINDOWS AND DOORS 'to// <br /> 2400 <br /> 66.00 47.9 46.0 44.4 43.0 41.8 40.7 39.7 38.9 38.2 PADUCAH IIKY COBB <br /> 0588 ��RIVE \vJ\'�CENS'�1,,� <br /> 68.00 43.5 41.8 40.2 38.9 37.8 36.7 35.8 35.1 34.4 v F <br /> 70.00 39.6 38.0 36.6 35.3 34.3 33.3 32.5 31.7 31.1 SHORELINE 3" IMPACT MULLION *• 0y6/26�1 <br /> 72.00 36.2 34.7 33.4 32.2 31.2 30.3 29.5 28.8 28.2 VERTICAL AND HORIZONTAL <br /> 74.00 33.1 31.7 30.5 29.4 28.5 27.6 26.9 26.2 25.6 VERTICAL ELEVATION ��0, TAT E OF •40 <br /> 76.00 30.4 29.1 28.0 27.0 26.1 25.3 24.6 23.9 23.4 DRAWN: DWG NO. REV �'t`F•:c�CR10Q;•��'�� <br /> 78.00 28.0 26.8 25.7 24.8 24.0 23.2 22.5 21.9 21.4 R.L. 08-00237 C ��/sis/0 �C�G\\\ <br /> 80.00 25.8 24.7 23.7 22.8 22.1 21.3 20.7 20.2 19.7 SCALE DATE SHEET / 01VA j E:� � <br /> Large and Small Missile Impact level D,wind Zone and HVHZ NTS 09/05/07 2 OF 5 <br /> L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. <br /> 1432 WOODFORD RD LEWISVILLE,NC 27023 <br /> 434-686-0609 rllomasC@Momaspe.com FL No.: 62514 <br />