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145 1/4 145 1/4" 145 1/4" REVISIONS <br /> COMBINED WIDTH COMBINED WIDTH COMBINED WIDTHREv DESCRIPTION QATC APPROVED <br /> WI--{�W2 W,--j�bV2 --W,-��-W2 <br /> 10) ff <br /> WINDOW � //� / WINDOW //� / / WINDOWFRAME WINDO WINDOW WINDOW WINDOW WINDOW <br /> HEIGHT(MULLION // // //�SPA <br /> W 1 I----W2W I^I I-W2 WI 1 1--W2-� <br /> 145 1/4" �--C ih5 1/h" 145 DWICOMBINED WIDTH OMBINED WIDTH COMBINED WIDTH <br /> 145 1/4" 145 1/4" 145 1/4" <br /> COMBINED WIDTH �~ COMBINED WIDTH COMBINED WIDTH <br /> --W1-jrW2- W1-1r-W2- -W1--�W2- <br /> DESIGN PRESSURE TABLE INSTRUCTIONS: <br /> I. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE <br /> 108" �/ �/ CHAPTER 16. <br /> / 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON <br /> FRAME / / /WINDOW IWINOOW WINDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY <br /> HEIGHT WINDOW WINDOW WINDOW WIDTH. <br /> (MULLION 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT <br /> SPAN) THE INTERSECTION OF ROW AND COLUMN CONTAINING THE <br /> MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE <br /> L MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING <br /> MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN <br /> PRESSURE OBTAINED IN STEP I. <br /> APPROVED CONFIGURATIONS <br /> TRIBUTARY WIDTH = W1 + W_ <br /> 2 <br /> Design pressure rating(pso <br /> positive and negative <br /> Mullion Tributary width(in) <br /> span(in) 24.00 30.00 36.00 42.00 46.00 54.00 60.00 166.001 72.00 <br /> 36.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 <br /> 42.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.01 150.0 <br /> 48.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 <br /> 54.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.5 SIGNED:0111712017 <br /> 60.00 150.0 150.0 150.0 137.7 128.1 122.7 120.9 120.9 120.9 <br /> EASTERN AncxrtECTURu sysTsru <br /> 66.00 150.0 143.1 123.3 110.0 101.1 95.3 92.0 90.9 90.9 \\llllil/!/ <br /> 72.00 145.4 118.9 101.8 90.2 82.2 76.6 72.9 70.7 70.0 Eastern �M sa =E swv r \��\\5 R 07��/ <br /> 78.00 1 123.21 100.4 85.6 75.4 68.2 63.1 59.4 57.0 55.5 MRT .1=12 ����J •EN <br /> 84.00 105.7 85.9 73.0 64.1 57.7 53.0 49.6 47.1 45.4 �� ' � -�+ 1 V,•�\�+ S <br /> �nERs ,tP i <br /> 90.00 91.8 74.4 63.1 55.2 49.5 45.2 42.1 39.7 38.0 176 HVHZ VERTICAL/HORIZONTAL MULLION �3t�•/�0 51 *- <br /> 96.00 80.4 65.1 55.1 48.1 42.9 39.1 36.2 34.0 32.3 LARGE AND SMALL MISSILE IMPACT _„o,�{u��( <br /> Of <br /> 10Z00 71.1 57.5 48.5 42.2 37.7 34.2 31.5 29.5 27.9 APPROVED CONFIGURATIONS AND CHART �yD TAT OF ,tV <br /> 108.00 63.3 61.1 43.1 37.4 33.3 30.2 27.7 25.8 24.3 i�.0� R P •�.4 <br /> 114.00 54.2 43.8 36.9 32.1 28.6 25.9 23.9 22.2 21.0 DRAWN: DWC No. 08-02952 REV �sS <br /> 120.00 46.4 37.4 31.5 27.4 24.3 22.0 20.2 18.8 17.7 SCALE DATE sHEE7 �� /0NAt1E\\�� <br /> Large and Missile Impact Rated Up to Wind Zone 4 and HVHZ NTS 09/1 5/16 2 OF 6 <br />