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Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Million H-1758,with 1522cllps using four(4)#1OScrews into WOOD or METAL or 3116"ITWTapcons or ELCO ULTRACONS Into SOLID CONCRETE �f or WOOD per each end otmullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. // 7lnftvf}im OPENING SIZE fin.) WINDOW SY57¢M5 39 45 61 57 63 69 76 318 81 87 1 93 99 107 3/8 114 120 126 132 138 145 318 1900 SW 44TH AVE 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 OCALA.FLORIDA 34474 c 423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WWW.CWS.CC 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 63118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.0 65.0 65.0 65.0 i 3"PVC 67 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 _ 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 7Z5 65.0 65.0 - _ MULL BAR 65 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 85.0 85.0 65.0 65.0 - - IMPACT 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 05.0 65.0 65.0 63.5 - 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 54.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: wu g no-Ci NON-INTERSECTED IMPACT 3 W'MUON 1758,HORIZONTAL OR VERTICAL,USING(PER END): a z O z O F Z12 m 1522cups i Wg -(4)#10 SCREWS INTO WOOD or METAL o ONOV¢-Na -(4)y1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD o o 3?z Z j D w F�LLMZOODZ ------------ 3o�F�FZ- Design Pressure Chan(PSF)for NON-INTERSECTED Impact PVC 3"Million H-1758,with 1776 dips with six(6)#10 Screws Into WOOD or METAL or3/16"RTN Tapcons or ELCO ULTRACONS Into SOLID CONCRETE or ¢ o y o S'y rn WOOD per each end ofmuiliom HOLLOWor GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. it zNa O�N WHO OPENING SIZE(in.) O .�R w 10 39 45 61 57 83 69 76 318 81 87 93 99 107 318 114 120 126 132 138 145 316 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 111MTTTrrrr r 48 314 80.0 80.0 80.0 80.0 SOX 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 65.0 �10 DREW"I hA 53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 :P5-•.CfiNs'•G Z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 ��yl;:.•4 F F`1% J 63 80.0 80.0 80.0 80.0 B0.0 86.0 80.0 90.0 80.0 80.0 80.0 80.0 65.0 65.0 *: No 58201 ;*� 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 g 68 65.0 65.0 65.0 65.0 85.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 - :9 STATE OF 72 85.0 65.0 85.0 65.0 65.0 85.0 85.0 64.9 61.7 1 59.1 56.9 53.7 - %.O'oF•J:L O R 10�'�•��` DP CHART IS FOR: NOTES: NON-INTERSECTED IMPACT 3'MUWON 1758,HORIZONTAL OR VERTICAL,USING(PER END): 1.THE MULL BAR IN FOCUS FOR ANY GIVEN 1776 CUPS CONFIGURATION IS SHOWN IN BOLD. -(6)010 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL x -(6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) -(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CLIPS.AN 9/26/2017 INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. VERTI TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,FL 34288 r TWIN MPIE TwuvrtwPLE PH.941-380-1574 r 1 06rrAL MULLION HORIZONTM- ALpN H ONTALMULUON SI,EETDESCRPTION s I DP CHARTS o i1 T T- NON-INTERSECTED w 'wy OPENING MULLS z w U y SIZE GRAM W. OATS ul zz L ADE 0927/12 L L W ONGt REV_ II I II II LII LI I 70- CWS-836 B Fes-OPENINGSIZE-� --4 OPENING SIZE F� 4�--OPENING SIZE +I OPENING SIZE f�- )'-MULL LENGTH I I^MULL LENGTH---I MULL LENGTH �i SCUE. SHEET 1:1 2OF 10