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REVISIONS <br /> MULLION SPAN <br /> REV DESCRIPTION DATE APPROVED <br /> C REVISED PER NEW REQUIREMENTS 01/12/18 R.L. <br /> SEE H2 <br /> DETAIL B 9" MAX. SEE DETAIL C (TRANSOM <br /> O.C. HEIGHT) <br /> 6" <br /> MAX. SEE <br /> DETAIL B <br /> H1 <br /> (WINDOW DESIGN PRESSURE TABLE INSTRUCTIONS: <br /> HEIGHT) 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE <br /> CHAPTER 16. <br /> 2. DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON <br /> PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY <br /> HEIGHT. <br /> 9" 3. LOCATE MULLION SPAN AND TRIBUTARY HEIGHT. AT THE <br /> MAX. O.C. L <br /> 6" INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION <br /> MAX. SPAN AND TRIBUTARY HEIGHT RESPECTIVELY IS THE MULLION <br /> RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE <br /> EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE <br /> OBTAINED IN STEP 1. <br /> Sj" <br /> I� 36" SEE DETAIL A TRIBUTARY HEIGHT= H1 + H2 <br /> 2 <br /> 3"IMPACT MULLION T HORIZONTAL <br /> Chart#3 <br /> Design pressure rating(pso <br /> positive and negative <br /> Tributary Mullion span(in) <br /> height 34.00 136.00 138.00 40.00 42.00 44.00 46.00 48.00 50.00 <br /> 30.00 96.6 1 82.6 68.0 56.7 47.9 40.8 35.1 30.4 26.6 <br /> 32.00 95.1 81.0 66.3 55.1 46.3 39.3 33.8 29.2 25.4 <br /> 34.25 94.6 80.0 65.1 53.7 45.0 38.1 32.5 28.1 24.4 <br /> 36.00 94.6 79.7 64.5 53.0 44.2 37.3 31.8 27.3 23.7 SIGNED:0111212018 <br /> 38.00 94.6 79.7 64.3 52.5 43.6 36.6 31.1 26.7 23.1 <br /> ECH <br /> WS <br /> 42.00 94.6 79.7 64.3 52.3 43.1 35.8 30.2 25.7 22.1 VIWINTz400 IRvND�oee DRDEDOORS ``�x�\5 R-'L0�ii��� <br /> 44.00 94.6 79.7 1 64.3 52.3 43.1 35.8 30.0 25.5 21.8 PADUCAH, KY 42003-0588 v••�GENS <br /> 46.00 94.6 1 79.7 64.3 52.3 43.1 35.8 29.9 25.3 21.6 SHORELINE 3" IMPACT MULLION *• �p <br /> 48.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.5 <br /> 50.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 VERTICAL AND HORIZONTAL ¢= <br /> �� <br /> 52 00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 T MULLION ELEVATION 'i0?; TAT OF <br /> 54.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 DRAWN: DWG NO. REV ���•.1IlpRl��:•� <br /> 56.00 94.6 79.7 64.3 52.3 1 43.1 35.8 29.9 25.2 21.4 R.L. 08-00237 C <br /> 58.00 1.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 SCALE DATE SHEET ,/�//ONAIL <br /> 60.00 94.6 79.7 64.3 52.3 43.1 35.8 29.9 25.2 21.4 NTS 09/05/07 3 OF 5 <br /> 62.00 94.6 79.7 164.3 1 52.3 43.1 35.8 1 29.9 1 25.2 21.4 L.ROBERTO LOMAS RE Luis R. Lomas P.E. <br /> Large and Small Missile Impact Level D,wind Zone and HVHZ f434 WOO-0609 dt L as@lrl masLLE,NC2m FL No.: 62514 <br /> 434-688-0609 rllnmas0la/rfomaspe.crom <br />