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FL30501.1
DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901MULLION SPANMULLION SPANGLAZED PRODUCTGLAZEDPRODUCTGLAZEDPRODUCTGLAZEDPRODUCTMULLION SPANMULLION SPANMULLIONSPANOPENINGSIZEMULLIONSPANHORIZONTALMULLIONVERTICALMULLIONHORIZONTALMULLIONHORIZONTALMULLIONVERTICALMULLIONVERTICALMULLIONGLAZEDPRODUCTGLAZEDPRODUCTGLAZEDPRODUCTGLAZEDPRODUCTGLAZEDPRODUCTGLAZEDPRODUCTGLAZEDPRODUCTANCHOR/ CLIPANCHOR/ CLIPANCHOR/ CLIPANCHOR/ CLIPTYPICAL MULLION ARRANGEMENTSGENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC.2. CONFIGURATIONS: VERTICAL AND HORIZONTAL.3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. (SEE SHEETS 2-9)4. ANCHORANGE: THE 3313% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 11 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.7. DESIGN PRESSURES AND INSTALLAION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR.9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY LAWSON INDUSTRIES, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM.10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLIONS ARE ANCHORED AS SHOWN HEREIN.11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.12. ALL GLAZED PRODUCTS USED WITH THESE MULLIONS MUST HAVE THEIR OWN PRODUCT APPROVAL.GENERAL NOTES & ELEVATIONS......................................1DP CHARTS......................................................................2-17EXTRUSIONS..................................................................18-19SECTION VIEWS............................................................20-21ASSEMBLY VIEWS..............................................................22CONFIGURATIONS & ANCHOR NOTES.............................23INSTALLATION DETAILS.....................................................24GENERAL NOTES & ELEVATIONSSHT 1 OF 24MULLION, BOTH NON-IMPACT AND LARGE MISSILE IMPACTOPENINGSIZE 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574TABLE OF CONTENTS:5. CONFIGURATIONS NOTED AS IMPACT RESISTANT IN THIS DRAWING ARE APPROVED FOR IMPACT RESISTANCE, INCLUDING HVHZ, AND SHUTTERS ARE NOT REQUIRED. CONFIGURATIONS NOTED AS NON-IMPACT IN THIS DRAWING REQUIRE IMPACT PROTECTIVE SYSTEMS IN WINDBORNE DEBRIS REGIONS..6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSOR DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 2 OF 24212" MULL DP CHARTS, SOLID CONCRETE/WOOD/METAL, IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONNOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.HORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.028 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.032 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.036 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.040 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.044 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.048 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.050 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.056 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.060 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.063 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.068 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.072 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.075 3/8 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 38.4 36.8 35.4 34.476 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.3 37.4 35.8 34.5 33.436 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.028 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.032 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.036 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.040 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.044 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.048 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.050 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.056 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.060 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.063 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.068 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.072 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.075 3/8 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.02-1/2" Non-Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)Mull Length (in.)Opening Size (in.) (W1 + W2 + 1.375")2-1/2" Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING212" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901212" MULL DP CHARTS, CMU, IMPACTSHT 3 OF 24NON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.028 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.032 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.036 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.040 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.044 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.048 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.050 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.056 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.060 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.763 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.2 61.5 60.2 59.368 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.072 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.075 3/8 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 38.4 36.8 35.4 34.476 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.3 37.4 35.8 34.5 33.436 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.028 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.032 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.036 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.040 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.044 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.048 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.050 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.056 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.060 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.7 64.2 64.163 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.2 61.5 60.2 59.3 58.6 58.568 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.072 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.075 3/8 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0Mull Length (in.)2-1/2" Non-Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)2-1/2" Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING212" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 4 OF 24212" MULL DP CHARTS, SOLID CONCRETE/WOOD/METAL, NON-IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 93.628 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 90.4 84.332 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 91.5 83.6 77.736 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 96.4 86.7 78.9 72.940 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 93.7 83.6 75.5 69.544 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.6 81.9 73.4 67.248 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.5 81.3 72.3 65.750 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.5 81.3 72.1 65.356 97.5 97.5 97.5 97.5 97.5 96.8 92.2 89.7 88.6 85.8 83.7 81.3 72.0 65.060 97.5 97.5 97.5 97.5 93.5 87.9 83.4 81.0 79.9 77.0 74.8 73.0 71.7 65.063 97.5 97.5 97.5 94.4 87.6 82.2 77.9 75.5 74.4 71.5 69.2 67.4 66.0 65.068 60.0 60.0 60.0 60.0 60.0 60.0 58.6 56.7 55.8 53.5 51.6 50.0 44.3 40.072 60.0 60.0 60.0 60.0 60.0 56.6 52.7 50.5 49.5 46.9 44.8 42.9 41.5 40.075 3/8 60.0 60.0 60.0 58.3 53.1 48.9 45.5 43.6 42.7 40.4 38.4 36.8 35.4 34.476 60.0 60.0 60.0 56.8 51.7 47.7 44.3 42.5 41.6 39.3 37.4 35.8 34.5 33.436 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.528 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 95.6 88.5 87.932 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 94.9 88.1 81.3 80.636 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 89.5 82.7 75.9 75.340 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 94.9 85.7 78.9 72.1 71.544 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.9 83.3 76.2 69.3 68.748 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.3 82.0 74.6 67.4 66.750 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.3 81.8 74.1 66.7 66.056 97.5 97.5 97.5 97.5 97.5 97.5 93.5 91.0 89.8 87.0 84.8 83.3 81.7 73.8 65.7 65.060 97.5 97.5 97.5 97.5 94.7 89.1 84.6 82.1 81.0 78.1 75.8 74.0 72.7 71.8 65.7 65.063 97.5 97.5 97.5 95.7 88.8 83.3 78.9 76.5 75.4 72.5 70.2 68.1 66.4 65.2 64.2 64.168 45.0 45.0 45.0 45.0 45.0 45.0 44.6 43.1 42.4 40.7 39.2 38.0 37.0 34.0 30.3 30.072 45.0 45.0 45.0 45.0 45.0 43.8 41.3 39.9 39.2 37.5 36.0 34.8 33.8 33.1 30.3 30.075 3/8 45.0 45.0 45.0 45.0 44.3 41.3 38.9 37.5 36.8 35.1 33.7 32.5 31.6 30.8 30.1 30.02-1/2" Non-Intersected Non-Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)2-1/2" Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING212" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901212" MULL DP CHARTS, CMU, NON-IMPACTSHT 5 OF 24NON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 93.628 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 90.4 84.332 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 91.5 83.6 77.736 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 96.4 86.7 78.9 72.940 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 93.7 83.6 75.5 69.544 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.6 81.9 73.4 67.248 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.5 81.3 72.3 65.750 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 96.8 94.6 92.5 81.3 72.1 65.356 97.5 97.5 97.5 97.5 93.7 88.4 84.2 81.9 80.9 78.4 76.4 75.0 72.0 65.060 97.5 97.5 97.5 91.8 85.3 80.3 76.2 73.9 72.9 70.3 68.3 66.7 65.5 64.763 97.5 97.5 94.1 86.2 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.2 59.368 60.0 60.0 60.0 60.0 60.0 60.0 58.6 56.7 55.8 53.5 51.6 50.0 44.3 40.072 60.0 60.0 60.0 60.0 60.0 56.6 52.7 50.5 49.5 46.9 44.8 42.9 41.5 40.075 3/8 60.0 60.0 60.0 58.3 53.1 48.9 45.5 43.6 42.7 40.4 38.4 36.8 35.4 34.476 60.0 60.0 60.0 56.8 51.7 47.7 44.3 42.5 41.6 39.3 37.4 35.8 34.5 33.436 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.528 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 95.6 88.5 87.932 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 94.9 88.1 81.3 80.636 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 89.5 82.7 75.9 75.340 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 94.9 85.7 78.9 72.1 71.544 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.9 83.3 76.2 69.3 68.748 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 92.3 82.0 74.6 67.4 66.750 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 96.8 94.6 93.1 92.3 81.8 74.1 66.7 66.056 97.5 97.5 97.5 97.5 93.7 88.4 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.6 65.7 65.060 97.5 97.5 97.5 91.8 85.3 80.3 76.2 73.9 72.9 70.3 68.3 66.7 65.5 64.7 64.2 64.163 97.5 97.5 94.1 86.2 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.2 59.3 58.6 58.568 45.0 45.0 45.0 45.0 45.0 45.0 44.6 43.1 42.4 40.7 39.2 38.0 37.0 34.0 30.3 30.072 45.0 45.0 45.0 45.0 45.0 43.8 41.3 39.9 39.2 37.5 36.0 34.8 33.8 33.1 30.3 30.075 3/8 45.0 45.0 45.0 45.0 44.3 41.3 38.9 37.5 36.8 35.1 33.7 32.5 31.6 30.8 30.1 30.0Mull Length (in.)2-1/2" Non-Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)2-1/2" Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING212" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 6 OF 24314" MULL DP CHARTS, SOLID CONCRETE/WOOD/METAL, IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.028 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.032 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.036 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.040 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.044 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.048 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.050 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.056 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.060 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.063 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.068 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.072 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.075 3/8 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.076 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.036 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.028 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.032 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.036 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.040 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.044 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.048 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.050 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.056 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.060 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.063 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.068 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.072 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.075 3/8 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0Mull Length (in.)3-1/4" Non-Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)3-1/4" Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING314" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. WHEN USING 4 ANCHORS,DO NOT USE THE FASTENERS IN THE TWO MIDDLEHOLES IN THE CLIP. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 7 OF 24314" MULL DP CHARTS, CMU, 4 ANCHORS, IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.028 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.032 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.036 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.040 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.044 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.048 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.050 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.056 90.0 90.0 90.0 90.0 90.0 88.4 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.660 90.0 90.0 90.0 90.0 85.3 80.3 76.2 73.9 72.9 70.3 68.3 66.7 65.5 64.763 90.0 90.0 90.0 86.2 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.2 59.368 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.4 56.3 54.5 53.1 52.172 60.0 60.0 60.0 60.0 60.0 60.0 59.3 57.2 56.3 53.8 51.7 50.0 48.6 47.575 3/8 60.0 60.0 60.0 60.0 60.0 59.3 55.8 53.8 52.9 50.4 48.4 46.7 45.3 44.276 60.0 60.0 60.0 60.0 60.0 58.7 55.2 53.2 52.3 49.9 47.9 46.2 44.7 43.736 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.028 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.032 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.036 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.040 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.044 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.048 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.050 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.056 90.0 90.0 90.0 90.0 90.0 88.4 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.6 73.5 73.560 90.0 90.0 90.0 90.0 85.3 80.3 76.2 73.9 72.9 70.3 68.3 66.7 65.5 64.7 64.2 64.163 90.0 90.0 90.0 86.2 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.2 59.3 58.6 58.568 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 54.5 53.1 52.1 51.2 51.172 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 53.8 51.7 50.0 48.6 47.5 46.5 46.475 3/8 55.0 55.0 55.0 55.0 55.0 55.0 55.0 53.8 52.9 50.4 48.4 46.7 45.3 44.2 43.2 43.13-1/4" Non-Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)3-1/4" Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING314" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. WHEN USING 4 ANCHORS,DO NOT USE THE FASTENERS IN THE TWO MIDDLEHOLES IN THE CLIP. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 8 OF 24314" MULL DP CHARTS, CMU, 6 ANCHORS, IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.028 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.032 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.036 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.040 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.044 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.048 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.050 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.056 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.060 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.063 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.068 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.072 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.075 3/8 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.076 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.036 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.028 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.032 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.036 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.040 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.044 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.048 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.050 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.056 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.060 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.063 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 87.9 87.868 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.072 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.075 3/8 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0 55.0Mull Length (in.)3-1/4" Non-Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 6 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)3-1/4" Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 6 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING314" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 9 OF 24314" MULL DP CHARTS, SOLID CONCRETE/WOOD/METAL, NON-IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.628 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 125.2 116.732 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 126.7 115.8 107.636 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 133.4 120.1 109.2 101.040 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.7 115.8 104.6 96.344 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.2 113.4 101.7 93.048 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.1 112.6 100.1 91.050 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.1 112.6 99.8 90.456 135.0 135.0 135.0 135.0 135.0 134.0 127.7 124.3 122.7 118.8 115.9 112.6 99.7 90.060 135.0 135.0 135.0 135.0 129.4 121.7 115.5 112.1 110.6 106.7 103.5 101.1 99.3 90.063 135.0 135.0 135.0 130.7 121.3 113.8 107.8 104.5 103.0 99.0 95.9 93.3 91.3 90.068 90.0 90.0 90.0 90.0 90.0 90.0 88.0 85.0 83.7 80.2 77.3 75.0 66.5 60.072 90.0 90.0 90.0 90.0 90.0 86.5 81.5 78.6 77.3 73.9 71.1 68.7 66.5 60.075 3/8 90.0 90.0 90.0 90.0 87.4 81.5 76.7 73.9 72.7 69.3 66.5 64.2 62.3 60.076 90.0 90.0 90.0 90.0 86.5 80.6 75.8 73.1 71.9 68.5 65.8 63.4 61.5 60.036 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.028 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 132.4 122.6 121.732 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 122.0 112.5 111.736 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 123.9 114.6 105.2 104.340 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 118.7 109.2 99.8 98.944 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.6 115.3 105.6 95.9 95.148 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 127.8 113.6 103.3 93.3 92.450 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 127.8 113.2 102.6 92.3 91.456 135.0 135.0 135.0 135.0 135.0 135.0 129.4 125.9 124.4 120.5 117.5 115.3 113.2 102.1 91.0 90.060 135.0 135.0 135.0 135.0 131.2 123.4 117.1 113.7 112.1 108.1 104.9 102.5 100.6 99.5 91.0 90.063 135.0 135.0 135.0 132.5 123.0 115.4 109.3 105.9 104.4 100.4 97.2 94.6 92.6 91.2 90.1 90.068 82.5 82.5 82.5 82.5 82.5 82.5 81.7 79.0 77.8 74.5 71.9 69.7 67.9 62.4 55.6 55.072 82.5 82.5 82.5 82.5 82.5 80.3 75.7 73.1 71.9 68.7 66.1 63.9 62.0 60.7 55.6 55.075 3/8 82.5 82.5 82.5 82.5 81.2 75.7 71.2 68.7 67.5 64.4 61.8 59.7 57.8 56.5 55.1 55.0Mull Length (in.)3-1/4" Non-Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)3-1/4" Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING314" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. WHEN USING 4 ANCHORS,DO NOT USE THE FASTENERS IN THE TWO MIDDLEHOLES IN THE CLIP. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 10 OF 24314" MULL DP CHARTS, CMU, 4 ANCHORS, NON-IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.628 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 125.2 116.732 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 126.7 115.8 107.636 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 133.4 120.1 109.2 101.040 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.7 115.8 104.6 96.344 135.0 135.0 135.0 135.0 132.4 126.9 123.1 121.3 120.6 119.3 119.0 113.4 101.7 93.048 135.0 135.0 133.3 123.7 116.4 110.8 106.7 104.5 103.6 101.6 100.4 100.0 100.0 91.050 135.0 135.0 126.3 116.9 109.7 104.2 100.0 97.8 96.8 94.6 93.1 92.3 92.2 90.456 135.0 120.6 109.1 100.4 93.7 88.4 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.660 125.5 110.8 100.0 91.8 85.3 80.3 76.2 73.9 72.9 70.3 68.3 66.7 65.5 64.763 118.5 104.5 94.1 86.2 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.2 59.368 90.0 90.0 85.7 78.3 72.5 67.8 64.0 61.9 60.9 58.4 56.3 54.5 53.1 52.172 90.0 89.2 80.0 72.9 67.4 62.9 59.3 57.2 56.3 53.8 51.7 50.0 48.6 47.575 3/8 90.0 84.6 75.7 69.0 63.6 59.3 55.8 53.8 52.9 50.4 48.4 46.7 45.3 44.276 90.0 83.8 75.0 68.3 63.0 58.7 55.2 53.2 52.3 49.9 47.9 46.2 44.7 43.736 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.028 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 132.4 122.6 121.732 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 122.0 112.5 111.736 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 123.9 114.6 105.2 104.340 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 118.7 109.2 99.8 98.944 135.0 135.0 135.0 135.0 132.4 126.9 123.1 121.3 120.6 119.3 119.0 119.0 115.3 105.6 95.9 95.148 135.0 135.0 133.3 123.7 116.4 110.8 106.7 104.5 103.6 101.6 100.4 100.0 100.0 100.0 93.3 92.450 135.0 135.0 126.3 116.9 109.7 104.2 100.0 97.8 96.8 94.6 93.1 92.3 92.2 92.2 92.2 91.456 135.0 120.6 109.1 100.4 93.7 88.4 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.6 73.5 73.560 125.5 110.8 100.0 91.8 85.3 80.3 76.2 73.9 72.9 70.3 68.3 66.7 65.5 64.7 64.2 64.163 118.5 104.5 94.1 86.2 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.2 59.3 58.6 58.568 82.5 82.5 82.5 78.3 72.5 67.8 64.0 61.9 60.9 58.4 56.3 54.5 53.1 52.1 51.2 51.172 82.5 82.5 80.0 72.9 67.4 62.9 59.3 57.2 56.3 53.8 51.7 50.0 48.6 47.5 46.5 46.475 3/8 82.5 82.5 75.7 69.0 63.6 59.3 55.8 53.8 52.9 50.4 48.4 46.7 45.3 44.2 43.2 43.13-1/4" Non-Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)3-1/4" Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING314" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. WHEN USING 4 ANCHORS,DO NOT USE THE FASTENERS IN THE TWO MIDDLEHOLES IN THE CLIP. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 11 OF 24314" MULL DP CHARTS, CMU, 6 ANCHORS, NON-IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 102 107 3/824 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.628 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 125.2 116.732 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 126.7 115.8 107.636 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 133.4 120.1 109.2 101.040 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 129.7 115.8 104.6 96.344 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.2 113.4 101.7 93.048 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.1 112.6 100.1 91.050 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.1 112.6 99.8 90.456 135.0 135.0 135.0 135.0 135.0 132.6 126.3 122.9 121.4 117.6 114.6 112.5 99.7 90.060 135.0 135.0 135.0 135.0 128.0 120.4 114.3 110.9 109.4 105.5 102.4 100.0 98.2 90.063 135.0 135.0 135.0 129.3 120.0 112.6 106.7 103.3 101.9 98.0 94.8 92.3 90.4 90.068 90.0 90.0 90.0 90.0 90.0 90.0 88.0 85.0 83.7 80.2 77.3 75.0 66.5 60.072 90.0 90.0 90.0 90.0 90.0 86.5 81.5 78.6 77.3 73.9 71.1 68.7 66.5 60.075 3/8 90.0 90.0 90.0 90.0 87.4 81.5 76.7 73.9 72.7 69.3 66.5 64.2 62.3 60.076 90.0 90.0 90.0 90.0 86.5 80.6 75.8 73.1 71.9 68.5 65.8 63.4 61.5 60.036 42 48 54 60 66 72 76 78 84 90 96 102 107 3/8 113 3/4 114 3/824 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.028 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 132.4 122.6 121.732 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 122.0 112.5 111.736 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 123.9 114.6 105.2 104.340 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 131.4 118.7 109.2 99.8 98.944 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 128.6 115.3 105.6 95.9 95.148 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 127.8 113.6 103.3 93.3 92.450 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 135.0 127.8 113.2 102.6 92.3 91.456 135.0 135.0 135.0 135.0 135.0 132.6 126.3 122.9 121.4 117.6 114.6 112.5 111.1 102.1 91.0 90.060 135.0 135.0 135.0 135.0 128.0 120.4 114.3 110.9 109.4 105.5 102.4 100.0 98.2 97.1 91.0 90.063 135.0 135.0 135.0 129.3 120.0 112.6 106.7 103.3 101.9 98.0 94.8 92.3 90.4 90.0 87.9 87.868 82.5 82.5 82.5 82.5 82.5 82.5 81.7 79.0 77.8 74.5 71.9 69.7 67.9 62.4 55.6 55.072 82.5 82.5 82.5 82.5 82.5 80.3 75.7 73.1 71.9 68.7 66.1 63.9 62.0 60.7 55.6 55.075 3/8 82.5 82.5 82.5 82.5 81.2 75.7 71.2 68.7 67.5 64.4 61.8 59.7 57.8 56.5 55.1 55.0Mull Length (in.)3-1/4" Non-Intersected Non-Impact Mull Design Pressure Chart (PSF) - 6 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)3-1/4" Intersected Non-Impact Mull Design Pressure Chart (PSF) - 6 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING314" MULL CLIPS AS SHOWN ON SHEETS 18 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 12 OF 244" MULL DP CHARTS, SOLID CONCRETE/WOOD/METAL, IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38 120 121.38Up to 50 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 70.0 70.0 30.0 30.056 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 70.0 70.0 30.0 30.060 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 70.0 70.0 30.0 30.063 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 70.0 70.0 30.0 30.068 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 70.0 70.0 n/a n/a72 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 70.0 70.0 n/a n/a75.375 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 70.0 70.0 n/a n/a76 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 n/a n/a n/a n/a78 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 n/a n/a n/a n/a80 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 n/a n/a n/a n/a84 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 n/a n/a n/a n/a88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a96 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a100 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a108 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a113.75 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.6 37.4 35.7 n/a n/a n/a n/a n/a121.38 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 29.1 n/a n/a n/a n/a n/a36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38Up to 50 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.056 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.060 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.063 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.068 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.072 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.075.375 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.076 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a78 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a80 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a84 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a96 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a100 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a108 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a113.75 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.6 37.4 35.7 n/a n/a n/a121.38 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 29.1 n/a n/a n/aMull Length (in.)4" Non-Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")4" Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING4" MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. WHEN USING 4 ANCHORS,DO NOT USE THE FASTENERS IN THE TWO MIDDLEHOLES IN THE CLIP. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 13 OF 244" MULL DP CHARTS, CMU, 4 ANCHORS, IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38 120 121.38Up to 50 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 70.0 70.0 30.0 30.056 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.4 76.4 75.0 74.1 73.6 70.0 70.0 30.0 30.060 80.0 80.0 80.0 80.0 80.0 80.0 76.2 73.9 72.9 70.3 68.3 66.7 65.6 64.7 64.2 64.1 30.0 30.063 80.0 80.0 80.0 80.0 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.4 59.3 58.6 58.5 30.0 30.068 80.0 80.0 80.0 78.3 72.5 67.8 64.0 61.9 60.9 58.4 56.3 54.5 53.3 52.1 51.2 51.1 n/a n/a72 80.0 80.0 80.0 72.9 67.4 62.9 59.3 57.2 56.3 53.8 51.7 50.0 48.7 47.5 46.5 46.4 n/a n/a75.375 80.0 80.0 75.7 69.0 63.6 59.3 55.8 53.8 52.9 50.4 48.4 46.7 45.4 44.2 43.2 43.1 n/a n/a76 80.0 80.0 75.0 68.3 63.0 58.7 55.2 53.2 52.3 49.9 47.9 46.2 44.9 43.7 n/a n/a n/a n/a78 80.0 80.0 72.7 66.1 61.0 56.8 53.3 51.4 50.5 48.1 46.1 44.4 43.2 41.9 n/a n/a n/a n/a80 80.0 78.9 70.6 64.2 59.1 55.0 51.6 49.7 48.8 46.5 44.5 42.9 41.6 40.4 n/a n/a n/a n/a84 80.0 74.6 66.7 60.5 55.7 51.7 48.5 46.6 45.8 43.5 41.6 40.0 38.7 37.5 n/a n/a n/a n/a88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.1 37.5 36.3 n/a n/a n/a n/a n/a90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.8 37.9 36.4 35.2 n/a n/a n/a n/a n/a96 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.4 38.6 36.6 34.8 33.3 32.2 n/a n/a n/a n/a n/a100 40.0 40.0 40.0 40.0 40.0 40.0 39.0 37.4 36.7 34.7 33.0 31.6 30.4 n/a n/a n/a n/a n/a108 40.0 40.0 40.0 40.0 40.0 38.2 35.6 34.1 33.4 31.5 29.9 28.6 27.5 n/a n/a n/a n/a n/a113.75 40.0 40.0 40.0 40.0 38.9 35.9 33.4 32.0 31.3 29.6 28.1 26.7 25.7 n/a n/a n/a n/a n/a121.38 30.0 30.0 30.0 30.0 30.0 30.0 30.0 29.6 29.0 27.3 25.9 24.6 23.7 n/a n/a n/a n/a n/a36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38Up to 50 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.056 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.060 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.3 66.7 65.6 64.7 64.2 64.163 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.9 67.9 65.3 63.2 61.5 60.4 59.3 58.6 58.568 70.0 70.0 70.0 70.0 70.0 67.8 64.0 61.9 60.9 58.4 56.3 54.5 53.3 52.1 51.2 51.172 70.0 70.0 70.0 70.0 67.4 62.9 59.3 57.2 56.3 53.8 51.7 50.0 48.7 47.5 46.5 46.475.375 70.0 70.0 70.0 69.0 63.6 59.3 55.8 53.8 52.9 50.4 48.4 46.7 45.4 44.2 43.2 43.176 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a78 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a80 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a84 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 38.7 n/a n/a n/a88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.1 37.5 36.3 n/a n/a n/a90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.8 37.9 36.4 35.2 n/a n/a n/a96 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.4 38.6 36.6 34.8 33.3 32.2 n/a n/a n/a100 40.0 40.0 40.0 40.0 40.0 40.0 39.0 37.4 36.7 34.7 33.0 31.6 30.4 n/a n/a n/a108 40.0 40.0 40.0 40.0 40.0 38.2 35.6 34.1 33.4 31.5 29.9 28.6 27.5 n/a n/a n/a113.75 40.0 40.0 40.0 40.0 38.9 35.9 33.4 32.0 31.3 29.6 28.1 26.7 25.7 n/a n/a n/a121.38 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 29.1 n/a n/a n/a4" Non-Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)4" Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING4" MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. WHEN USING 4 ANCHORS,DO NOT USE THE FASTENERS IN THE TWO MIDDLEHOLES IN THE CLIP. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 14 OF 244" MULL DP CHARTS, CMU, 6 ANCHORS, IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38 120 121.38Up to 50 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 70.0 70.0 30.0 30.056 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 70.0 70.0 30.0 30.060 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 70.0 70.0 30.0 30.063 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 70.0 70.0 30.0 30.068 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.9 78.2 70.0 70.0 n/a n/a72 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 75.0 73.1 71.3 69.7 69.6 n/a n/a75.375 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.3 75.7 72.6 70.1 68.1 66.3 64.7 64.6 n/a n/a76 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.8 78.4 74.8 71.8 69.2 67.3 65.5 n/a n/a n/a n/a78 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 75.7 72.2 69.2 66.7 64.7 62.9 n/a n/a n/a n/a80 80.0 80.0 80.0 80.0 80.0 80.0 77.4 74.5 73.2 69.7 66.8 64.3 62.4 60.6 n/a n/a n/a n/a84 80.0 80.0 80.0 80.0 80.0 77.6 72.7 70.0 68.7 65.3 62.4 60.0 58.1 56.3 n/a n/a n/a n/a88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a96 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a100 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a108 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a n/a n/a113.75 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.6 37.4 35.7 n/a n/a n/a n/a n/a121.38 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 29.1 n/a n/a n/a n/a n/a36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38Up to 50 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.056 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.060 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.3 66.7 65.6 64.7 64.2 64.163 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.9 67.9 65.3 63.2 61.5 60.4 59.3 58.6 58.568 70.0 70.0 70.0 70.0 70.0 67.8 64.0 61.9 60.9 58.4 56.3 54.5 53.3 52.1 51.2 51.172 70.0 70.0 70.0 70.0 67.4 62.9 59.3 57.2 56.3 53.8 51.7 50.0 48.7 47.5 46.5 46.475.375 70.0 70.0 70.0 69.0 63.6 59.3 55.8 53.8 52.9 50.4 48.4 46.7 45.4 44.2 43.2 43.176 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a78 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a80 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 n/a n/a n/a84 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 38.7 n/a n/a n/a88 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.1 37.5 36.3 n/a n/a n/a90 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.8 37.9 36.4 35.2 n/a n/a n/a96 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.4 38.6 36.6 34.8 33.3 32.2 n/a n/a n/a100 40.0 40.0 40.0 40.0 40.0 40.0 39.0 37.4 36.7 34.7 33.0 31.6 30.4 n/a n/a n/a108 40.0 40.0 40.0 40.0 40.0 38.2 35.6 34.1 33.4 31.5 29.9 28.6 27.5 n/a n/a n/a113.75 40.0 40.0 40.0 40.0 38.9 35.9 33.4 32.0 31.3 29.6 28.1 26.7 25.7 n/a n/a n/a121.38 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 29.1 n/a n/a n/a4" Non-Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 6 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")4" Intersected Impact Resistant Mull Design Pressure Chart (PSF) - 6 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.) Mull Length (in.)NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING4" MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 15 OF 244" MULL DP CHARTS, SOLID CONCRETE/WOOD/METAL, NON-IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38 120 121.3824 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.2 105.0 105.0 45.0 45.028 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.2 103.8 95.3 94.7 42.9 42.332 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.6 103.9 95.6 87.5 86.8 39.2 38.636 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.6 106.8 98.0 89.7 81.8 81.1 36.5 35.940 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 102.9 93.9 85.6 77.6 77.0 34.5 33.944 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.8 91.3 82.7 74.6 73.9 33.0 32.548 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 90.0 80.9 72.5 71.9 32.0 31.450 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 89.8 80.4 71.8 71.1 31.6 31.056 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 89.8 80.0 70.8 70.0 30.8 30.260 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 89.8 80.0 70.8 70.0 30.7 30.063 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 89.8 80.0 70.8 70.0 30.0 30.068 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 89.8 80.0 70.8 70.0 n/a n/a72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.9 114.6 110.2 100.1 89.8 80.0 70.8 70.0 n/a n/a75.375 120.0 120.0 120.0 120.0 120.0 120.0 118.9 114.6 112.7 107.5 103.2 99.5 89.8 80.0 70.2 70.0 n/a n/a76 120.0 120.0 120.0 120.0 120.0 120.0 117.6 113.3 111.4 106.3 102.0 98.4 89.8 80.0 n/a n/a n/a n/a78 120.0 120.0 120.0 120.0 120.0 120.0 113.7 109.5 107.6 102.5 98.3 94.7 89.8 80.0 n/a n/a n/a n/a80 120.0 120.0 120.0 120.0 120.0 117.1 110.0 105.9 104.0 99.1 94.9 91.3 88.6 80.0 n/a n/a n/a n/a84 120.0 120.0 120.0 120.0 118.6 110.2 103.3 99.4 97.6 92.8 88.7 85.2 82.6 80.0 n/a n/a n/a n/a88 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a n/a n/a90 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a n/a n/a96 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.9 50.8 44.6 40.0 n/a n/a n/a n/a n/a100 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.2 57.1 54.0 50.8 44.6 40.0 n/a n/a n/a n/a n/a108 60.0 60.0 60.0 60.0 60.0 59.4 55.3 53.0 51.9 49.1 46.5 44.1 40.0 n/a n/a n/a n/a n/a113.75 60.0 60.0 60.0 60.0 57.2 52.4 48.3 46.0 44.9 42.0 39.6 37.4 35.7 n/a n/a n/a n/a n/a121.38 45.0 45.0 45.0 45.0 45.0 42.2 39.2 37.5 36.8 34.4 32.3 30.5 29.1 n/a n/a n/a n/a n/a36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.3824 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.028 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.0 95.3 94.732 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.1 94.9 87.5 86.836 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 97.3 89.1 81.8 81.140 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 102.2 93.2 84.9 77.6 77.044 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 100.1 90.7 82.1 74.6 73.948 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99.4 89.4 80.3 72.5 71.950 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99.4 89.1 79.8 71.8 71.156 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99.4 89.1 79.4 70.8 70.060 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99.4 89.1 79.4 70.8 70.063 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 102.8 99.4 89.1 79.4 70.8 70.068 105.0 105.0 105.0 105.0 105.0 105.0 104.0 100.6 99.0 94.9 91.5 88.7 86.6 79.4 70.8 70.072 105.0 105.0 105.0 105.0 105.0 102.3 96.3 93.0 91.5 87.4 84.1 81.3 79.2 77.2 70.8 70.075.375 105.0 105.0 105.0 105.0 103.4 96.4 90.7 87.4 85.9 82.0 78.7 75.9 73.8 71.9 70.2 70.076 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a78 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a80 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a84 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a88 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a90 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a96 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.9 50.8 44.6 40.0 n/a n/a n/a100 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.2 57.1 54.0 50.8 44.6 40.0 n/a n/a n/a108 60.0 60.0 60.0 60.0 60.0 59.4 55.3 53.0 51.9 49.1 46.5 44.1 40.0 n/a n/a n/a113.75 60.0 60.0 60.0 60.0 57.2 52.4 48.3 46.0 44.9 42.0 39.6 37.4 35.7 n/a n/a n/a121.38 45.0 45.0 45.0 45.0 45.0 42.2 39.2 37.5 36.8 34.4 32.3 30.5 29.1 n/a n/a n/a4" Non-Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Opening Size (in.) (W1 + W2 + 1.375")4" Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 1" min. edge,Solid Conc / Wood / Metal: 1/4" Elco Ultracon in Solid Concrete or Wood, or #12 in Wood or Metal, see Table 1, Sheet 23Mull Length (in.)Mull Length (in.)NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING4" MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. WHEN USING 4 ANCHORS,DO NOT USE THE FASTENERS IN THE TWO MIDDLEHOLES IN THE CLIP. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 16 OF 244" MULL DP CHARTS, CMU, 4 ANCHORS, NON-IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38 120 121.3824 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.2 105.0 105.0 45.0 45.028 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.2 103.8 95.3 94.7 42.9 42.332 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.6 103.9 95.6 87.5 86.8 39.2 38.636 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.6 106.8 98.0 89.7 81.8 81.1 36.5 35.940 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 102.9 93.9 85.6 77.6 77.0 34.5 33.944 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.3 113.9 100.8 91.3 82.7 74.6 73.9 33.0 32.548 120.0 120.0 120.0 120.0 116.4 110.8 106.7 104.5 103.6 101.6 100.4 100.0 90.0 80.9 72.5 71.9 32.0 31.450 120.0 120.0 120.0 116.9 109.7 104.2 100.0 97.8 96.8 94.6 93.1 92.3 89.8 80.4 71.8 71.1 31.6 31.056 120.0 120.0 109.1 100.4 93.7 88.4 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.6 70.8 70.0 30.8 30.260 120.0 110.8 100.0 91.8 85.3 80.3 76.2 73.9 72.9 70.3 68.3 66.7 65.6 64.7 64.2 64.1 30.7 30.063 118.5 104.5 94.1 86.2 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.4 59.3 58.6 58.5 30.0 30.068 108.5 95.4 85.7 78.3 72.5 67.8 64.0 61.9 60.9 58.4 56.3 54.5 53.3 52.1 51.2 51.1 n/a n/a72 101.6 89.2 80.0 72.9 67.4 62.9 59.3 57.2 56.3 53.8 51.7 50.0 48.7 47.5 46.5 46.4 n/a n/a75.375 96.4 84.6 75.7 69.0 63.6 59.3 55.8 53.8 52.9 50.4 48.4 46.7 45.4 44.2 43.2 43.1 n/a n/a76 95.5 83.8 75.0 68.3 63.0 58.7 55.2 53.2 52.3 49.9 47.9 46.2 44.9 43.7 n/a n/a n/a n/a78 92.8 81.3 72.7 66.1 61.0 56.8 53.3 51.4 50.5 48.1 46.1 44.4 43.2 41.9 n/a n/a n/a n/a80 90.1 78.9 70.6 64.2 59.1 55.0 51.6 49.7 48.8 46.5 44.5 42.9 41.6 40.4 n/a n/a n/a n/a84 85.3 74.6 66.7 60.5 55.7 51.7 48.5 46.6 45.8 43.5 41.6 40.0 38.7 37.5 n/a n/a n/a n/a88 60.0 60.0 60.0 57.3 52.6 48.8 45.7 43.9 43.1 40.9 39.1 37.5 36.3 n/a n/a n/a n/a n/a90 60.0 60.0 60.0 55.8 51.2 47.5 44.4 42.7 41.9 39.8 37.9 36.4 35.2 n/a n/a n/a n/a n/a96 60.0 60.0 57.1 51.7 47.4 43.9 41.0 39.4 38.6 36.6 34.8 33.3 32.2 n/a n/a n/a n/a n/a100 60.0 60.0 54.5 49.3 45.2 41.8 39.0 37.4 36.7 34.7 33.0 31.6 30.4 n/a n/a n/a n/a n/a108 60.0 56.3 50.0 45.1 41.3 38.2 35.6 34.1 33.4 31.5 29.9 28.6 27.5 n/a n/a n/a n/a n/a113.75 60.0 53.1 47.2 42.6 38.9 35.9 33.4 32.0 31.3 29.6 28.1 26.7 25.7 n/a n/a n/a n/a n/a121.38 45.0 45.0 43.9 39.6 36.1 33.3 31.0 29.6 29.0 27.3 25.9 24.6 23.7 n/a n/a n/a n/a n/a36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.3824 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.028 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.0 95.3 94.732 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.1 94.9 87.5 86.836 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 97.3 89.1 81.8 81.140 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 102.2 93.2 84.9 77.6 77.044 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 100.1 90.7 82.1 74.6 73.948 105.0 105.0 105.0 105.0 105.0 105.0 105.0 104.5 103.6 101.6 100.4 99.4 89.4 80.3 72.5 71.950 105.0 105.0 105.0 105.0 105.0 104.2 100.0 97.8 96.8 94.6 93.1 92.3 89.1 79.8 71.8 71.156 105.0 105.0 105.0 100.4 93.7 88.4 84.2 81.9 80.9 78.4 76.4 75.0 74.1 73.6 70.8 70.060 105.0 105.0 100.0 91.8 85.3 80.3 76.2 73.9 72.9 70.3 68.3 66.7 65.6 64.7 64.2 64.163 105.0 104.5 94.1 86.2 80.0 75.1 71.1 68.9 67.9 65.3 63.2 61.5 60.4 59.3 58.6 58.568 105.0 95.4 85.7 78.3 72.5 67.8 64.0 61.9 60.9 58.4 56.3 54.5 53.3 52.1 51.2 51.172 101.6 89.2 80.0 72.9 67.4 62.9 59.3 57.2 56.3 53.8 51.7 50.0 48.7 47.5 46.5 46.475.375 96.4 84.6 75.7 69.0 63.6 59.3 55.8 53.8 52.9 50.4 48.4 46.7 45.4 44.2 43.2 43.176 60.0 60.0 60.0 60.0 60.0 58.7 55.2 53.2 52.3 49.9 47.9 44.6 40.0 n/a n/a n/a78 60.0 60.0 60.0 60.0 60.0 56.8 53.3 51.4 50.5 48.1 46.1 44.4 40.0 n/a n/a n/a80 60.0 60.0 60.0 60.0 59.1 55.0 51.6 49.7 48.8 46.5 44.5 42.9 40.0 n/a n/a n/a84 60.0 60.0 60.0 60.0 55.7 51.7 48.5 46.6 45.8 43.5 41.6 40.0 38.7 n/a n/a n/a88 60.0 60.0 60.0 57.3 52.6 48.8 45.7 43.9 43.1 40.9 39.1 37.5 36.3 n/a n/a n/a90 60.0 60.0 60.0 55.8 51.2 47.5 44.4 42.7 41.9 39.8 37.9 36.4 35.2 n/a n/a n/a96 60.0 60.0 57.1 51.7 47.4 43.9 41.0 39.4 38.6 36.6 34.8 33.3 32.2 n/a n/a n/a100 60.0 60.0 54.5 49.3 45.2 41.8 39.0 37.4 36.7 34.7 33.0 31.6 30.4 n/a n/a n/a108 60.0 56.3 50.0 45.1 41.3 38.2 35.6 34.1 33.4 31.5 29.9 28.6 27.5 n/a n/a n/a113.75 60.0 53.1 47.2 42.6 38.9 35.9 33.4 32.0 31.3 29.6 28.1 26.7 25.7 n/a n/a n/a121.38 45.0 45.0 43.9 39.6 36.1 33.3 31.0 29.6 29.0 27.3 25.9 24.6 23.7 n/a n/a n/a4" Non-Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)Mull Length (in.)4" Intersected Non-Impact Mull Design Pressure Chart (PSF) - 4 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING4" MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. WHEN USING 4 ANCHORS,DO NOT USE THE FASTENERS IN THE TWO MIDDLEHOLES IN THE CLIP. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 17 OF 244" MULL DP CHARTS, CMU, 6 ANCHORS, NON-IMPACTNON-INTERSECTEDVERTICAL MULLIONINTERSECTEDVERTICAL MULLIONHORIZONTALMULLIONS36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.38 120 121.3824 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.2 105.0 105.0 45.0 45.028 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.2 103.8 95.3 94.7 42.9 42.332 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.6 103.9 95.6 87.5 86.8 39.2 38.636 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.6 106.8 98.0 89.7 81.8 81.1 36.5 35.940 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 102.9 93.9 85.6 77.6 77.0 34.5 33.944 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.8 91.3 82.7 74.6 73.9 33.0 32.548 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 90.0 80.9 72.5 71.9 32.0 31.450 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 113.9 100.1 89.8 80.4 71.8 71.1 31.6 31.056 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.6 113.9 100.1 89.8 80.0 70.8 70.0 30.8 30.260 120.0 120.0 120.0 120.0 120.0 120.0 114.3 110.9 109.4 105.5 102.4 100.0 89.8 80.0 70.8 70.0 30.7 30.063 120.0 120.0 120.0 120.0 120.0 112.6 106.7 103.3 101.9 98.0 94.8 92.3 89.8 80.0 70.8 70.0 30.0 30.068 120.0 120.0 120.0 117.4 108.7 101.7 96.0 92.8 91.4 87.5 84.4 81.8 79.9 78.2 70.8 70.0 n/a n/a72 120.0 120.0 120.0 109.4 101.1 94.3 88.9 85.8 84.4 80.7 77.6 75.0 73.1 71.3 69.7 69.6 n/a n/a75.375 120.0 120.0 113.6 103.4 95.4 88.9 83.7 80.7 79.3 75.7 72.6 70.1 68.1 66.3 64.7 64.6 n/a n/a76 120.0 120.0 112.5 102.4 94.4 88.0 82.8 79.8 78.4 74.8 71.8 69.2 67.3 65.5 n/a n/a n/a n/a78 120.0 120.0 109.1 99.2 91.4 85.1 80.0 77.1 75.7 72.2 69.2 66.7 64.7 62.9 n/a n/a n/a n/a80 120.0 118.4 105.9 96.2 88.6 82.5 77.4 74.5 73.2 69.7 66.8 64.3 62.4 60.6 n/a n/a n/a n/a84 120.0 112.0 100.0 90.8 83.5 77.6 72.7 70.0 68.7 65.3 62.4 60.0 58.1 56.3 n/a n/a n/a n/a88 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a n/a n/a90 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a n/a n/a96 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.1 57.9 54.9 50.8 44.6 40.0 n/a n/a n/a n/a n/a100 60.0 60.0 60.0 60.0 60.0 60.0 58.5 56.1 55.0 52.1 49.5 44.6 40.0 n/a n/a n/a n/a n/a108 60.0 60.0 60.0 60.0 60.0 57.2 53.3 51.1 50.1 47.3 44.9 42.9 40.0 n/a n/a n/a n/a n/a113.75 60.0 60.0 60.0 60.0 57.2 52.4 48.3 46.0 44.9 42.0 39.6 37.4 35.7 n/a n/a n/a n/a n/a121.38 45.0 45.0 45.0 45.0 45.0 42.2 39.2 37.5 36.8 34.4 32.3 30.5 29.1 n/a n/a n/a n/a n/a36 42 48 54 60 66 72 76 78 84 90 96 101.38 107.38 113.75 114.3824 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.028 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.0 95.3 94.732 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.1 94.9 87.5 86.836 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 97.3 89.1 81.8 81.140 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 102.2 93.2 84.9 77.6 77.044 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 100.1 90.7 82.1 74.6 73.948 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99.4 89.4 80.3 72.5 71.950 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99.4 89.1 79.8 71.8 71.156 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 99.4 89.1 79.4 70.8 70.060 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 105.0 102.4 99.4 89.1 79.4 70.8 70.063 105.0 105.0 105.0 105.0 105.0 105.0 105.0 103.3 101.9 98.0 94.8 92.3 89.1 79.4 70.8 70.068 105.0 105.0 105.0 105.0 105.0 101.7 96.0 92.8 91.4 87.5 84.4 81.8 79.9 78.2 70.8 70.072 105.0 105.0 105.0 105.0 101.1 94.3 88.9 85.8 84.4 80.7 77.6 75.0 73.1 71.3 69.7 69.675.375 105.0 105.0 105.0 103.4 95.4 88.9 83.7 80.7 79.3 75.7 72.6 70.1 68.1 66.3 64.7 64.676 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a78 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a80 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a84 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a88 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a90 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.3 50.8 44.6 40.0 n/a n/a n/a96 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.1 57.9 54.9 50.8 44.6 40.0 n/a n/a n/a100 60.0 60.0 60.0 60.0 60.0 60.0 58.5 56.1 55.0 52.1 49.5 44.6 40.0 n/a n/a n/a108 60.0 60.0 60.0 60.0 60.0 57.2 53.3 51.1 50.1 47.3 44.9 42.9 40.0 n/a n/a n/a113.75 60.0 60.0 60.0 60.0 57.2 52.4 48.3 46.0 44.9 42.0 39.6 37.4 35.7 n/a n/a n/a121.38 45.0 45.0 45.0 45.0 45.0 42.2 39.2 37.5 36.8 34.4 32.3 30.5 29.1 n/a n/a n/aMull Length (in.)Opening Size (in.) (W1 + W2 + 1.375")Mull Length (in.)4" Non-Intersected Non-Impact Mull Design Pressure Chart (PSF) - 6 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23Opening Size (in.) (W1 + W2 + 1.375")4" Intersected Non-Impact Mull Design Pressure Chart (PSF) - 6 Anchors 1.5" min. on center, 2.5" min. edge:1/4" Elco Ultracon in CMU Masonry, see Table 1, Sheet 23NOTE:SEE SHEET 23 FOR OTHER EXAMPLESOF NON-INTERSECTED AND INTERSECTEDMULLIONS.NOTE:CHARTS ON THIS SHEET APPLICABLE WHEN USING4" MULL CLIPS AS SHOWN ON SHEETS 19 AND 22 TOATTACH TO OPENING SUBSTRATE, USING THE TYPEAND QUANTITY OF FASTENERS AS INDICATED INCHARTS ON THIS SHEET. ATTACH MULLIONS TOOTHER MULLIONS USING "U"-CLIP AS SHOWN ONSHEETS 18 AND 22, USING TWO #12 x34" TEK SCREWS. 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-19011.3752.458.125.2501.375.125.2503.2081.375.140.3124.0004.9702.250.125.9702.289.125FH-107611 3/8" x 2 1/2" MULL6005-T5 ALUM.FH-107621 3/8" x 3 1/4" MULL6005-T5 ALUM.FH-107631 3/8" x 4" MULL6005-T5 ALUM.FS-10760STANDARD CLIP6005-T5 ALUM.FS-10764"U" CLIP6005-T5 ALUM.1.9582.7083.3751.8901.500.375.3753.6564.2501.8904.970.3751.750.3751.2501.8581.890.250.250FS-10760STANDARD CLIPFOR 212" MULLFS-10760FIN CLIPFOR 212" MULLFS-10764"U" CLIPFOR 212" MULL2.640.375.3754.6565.2502.640.375.3751.969.9382.048FS-10760STANDARD CLIPFOR 314" MULLFS-10760FIN CLIPFOR 314" MULL2.640.375.375FS-10764"U" CLIPFOR 314" MULLSHT 18 OF 24EXTRUSIONSO.2661.602O.2661.562.3751.5181.518.3751.7191.0621.5091.501 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-19013.3121.500.375.3754.9685.5623.312.375.375.8751.9692.0313.312.375.375FS-10760STANDARD CLIPFOR 4" MULLFS-10760FIN CLIPFOR 4" MULLFS-10764"U" CLIPFOR 4" MULLSHT 19 OF 24EXTRUSIONS.375O.266.3751.7051.7051.7191.5241.5081.532O.266 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901VERTICAL MULL BAR SECTION212" MULL, FIN FRAME WINDOWVERTICAL MULL BAR SECTION212" MULL, FLANGE FRAME WINDOWVERTICAL MULL BAR SECTION212" MULL, BOX FRAME WINDOWHORIZONTAL MULL BAR SECTION212" MULL HORIZ., 212" MULL VERT.FLANGE FRAME WINDOWHORIZONTAL MULL BAR SECTION4" MULL HORIZ., 212" MULL VERT.FLANGE FRAME WINDOWHORIZONTAL MULL BAR SECTION314" MULL HORIZ., 212" MULL VERT.FLANGE FRAME WINDOWS-0339 MULL CAP#10 x34" HEX WASHERHEAD TEKSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWS-0339 MULL CAP#10 x34" HEX WASHERHEAD TEKSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWS-0339 MULL CAP#10 x34" HEX WASHERHEAD TEKAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWS-0339 MULL CAP#10 x34" HEX WASHERHEAD TEKAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONHORIZONTALMULLIONFH-10761VERTICALMULLIONFH-10761"U" MULL CLIPFS-10764APPLY SEALANTAROUND END OFMULLION PRIORTO SLIDING ONTOCLIP#10 x34" HEX WASHERHEAD TEKAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONHORIZONTALMULLIONFH-10762VERTICALMULLIONFH-10761"U" MULL CLIPFS-10764APPLY SEALANTAROUND END OFMULLION PRIORTO SLIDING ONTOCLIP#10 x34" HEX WASHERHEAD TEKAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONHORIZONTALMULLIONFH-10762VERTICALMULLIONFH-10761"U" MULL CLIPFS-10764APPLY SEALANTAROUND END OFMULLION PRIORTO SLIDING ONTOCLIPFIN MUST BEREMOVED WHEREWINDOWS CONNECTTO MULLIONSHT 20 OF 24SECTION VIEWS 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901VERTICAL MULL BAR SECTION314" MULL, FIN FRAME WINDOWHORIZONTAL MULL BAR SECTION314" MULL HORIZ., 314" MULL VERT.FLANGE FRAME WINDOWVERTICAL MULL BAR SECTION314" MULL, FLANGE FRAME WINDOWVERTICAL MULL BAR SECTION314" MULL, BOX FRAME WINDOWHORIZONTAL MULL BAR SECTION4" MULL HORIZ., 314" MULL VERT.FLANGE FRAME WINDOWHORIZONTAL MULL BAR SECTION4" MULL HORIZ., 4" MULL VERT.FLANGE FRAME WINDOWVERTICAL MULL BAR SECTION4" MULL, FLANGE FRAME WINDOWS-0339 MULL CAP#10 x34" HEX WASHERHEAD TEKSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWFIN MUST BEREMOVED WHEREWINDOWS CONNECTTO MULLIONS-0339 MULL CAP#10 x34" HEX WASHERHEAD TEKSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWS-0339 MULL CAP#10 x34" HEX WASHERHEAD TEKAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOW#10 x34" HEX WASHERHEAD TEKSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWS-0339 MULL CAP#10 x34" HEX WASHERHEAD TEKAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONHORIZONTALMULLIONFH-10762VERTICALMULLIONFH-10762"U" MULL CLIPFS-10764APPLY SEALANTAROUND END OFMULLION PRIORTO SLIDING ONTOCLIP#10 x34" HEX WASHERHEAD TEKAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONHORIZONTALMULLIONFH-10763VERTICALMULLIONFH-10762"U" MULL CLIPFS-10764APPLY SEALANTAROUND END OFMULLION PRIORTO SLIDING ONTOCLIP#10 x34" HEX WASHERHEAD TEKAPPLY SEALANTENTIRE LENGTHOF MULLIONPRIOR TO ATTACHINGWINDOWSEAL BEHIND FLANGEPRIOR TO ATTACHINGTO MULLIONHORIZONTALMULLIONFH-10763VERTICALMULLIONFH-10763"U" MULL CLIPFS-10764APPLY SEALANTAROUND END OFMULLION PRIORTO SLIDING ONTOCLIPSHT 21 OF 24SECTION VIEWS 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901TYPICAL FIN MULL ASSEMBLYHEAD SHOWN, SILL AND JAMBS SIMILARTYPICAL FLANGE MULL ASSEMBLYHEAD SHOWN, SILL AND JAMBS SIMILARFIN SPLICE / MULL END CAPUSED AT TOP AND BOTTOMMULLIONFIN MULL CLIPMULLIONSTANDARDMULL CLIPMULL CAPCONTINUOUSBEAD OF SEALANTCONTINUOUSBEAD OF SEALANTTYPICAL MULL INTERSECTION ASSEMBLYMULL "U" CLIPHORIZ. MULLVERT. MULL#12 OR14" x34" HEXWASHER HEAD TEKSHT 22 OF 24ASSEMBLY VIEWS 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901SHT 23 OF 24CONFIGURATIONS & ANCHOR NOTESNOTES:1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR # 12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOUND THE INSIDE WALL OF THE MULLBAR.2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DrAWINGS, SEE TABLE 1, SHEET 15.3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USE IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 15.5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1x BUCKS ARE OPTIONAL.6. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 10-11.7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1 SHEET 15. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMA/WDMA 250 (BOX WINDOWS), FMA/AAMA/WDMA 300 (EXTERIOR DOORS).MULLLENGTHOPENINGSIZEOPENINGSIZEMULLLENGTHOPENINGSIZEMULLLENGTHMULLLENGTHOPENINGSIZEOPENINGSIZEMULLLENGTHMULLLENGTHOPENINGSIZETWINVERTICAL MULLIONTRIPLEVERTICAL MULLIONTRANSOM OVER TWINVERTICAL MULLIONTRANSOM OVER TRIPLEVERTICAL MULLIONTWINHORIZONTAL MULLIONTRIPLEHORIZONTAL MULLIONTWIN / TRIPLEHORIZONTAL MULLIONTWIN / TRIPLEVERTICAL MULLIONHORIZONTAL MULLIONSINGLETWINORTRIPLEUNITSNON-INTERSECTED MULL EXAMPLE CONFIGURATIONSINTERSECTED MULL EXAMPLECONFIGURATIONSTABLE 1: APPROVED INSTALLATION FASTENERSTHRU SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.CLIP CONCRETE (2.0 KSI MIN.) 1/4" ELCO ULTRACON 1 3/4'' 1"CLIP HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 1/4" ELCO ULTRACON 1 3/4'' 2 1/2"CLIP CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1 '' 1"CLIP GROUT-FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1 3/4'' 2 1/2"CLIP 2x MIN. SOUTHERN PINE (G-0.55) #12 WOOD SCREW 1 3/8'' 1"CLIP16 GAUGE (0.060) MIN. STEEL STUD (33 KSI YIELD MIN.)#12 HILTI KWIK-FLEX OR ITW TEKS-SELF DRILLING SCREWFULL THREAD THRU 0.060 1/2''CLIP1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.)#12 GRADE 5 SELF-TAPPING / DRILLING SCREWFULL THREAD THRU 0.1251/2''MULLLENGTHOPENINGSIZEMULLLENGTHOPENINGSIZEMULLLENGTHOPENINGSIZE 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574 DWG. NO.TITLE:DRAWN BY:DATE:SHEETREV. LETTER:SCALE:MODEL:SERIES:08/09/19N.T.S.MCL8501 N. W. 90th StreetMedley, FL 33166MULLIONLAW-ML-1901.250MIN. EMBEDMENTSEE TABLE 1, SHT. 23MIN. EDGEDISTANCESEE TABLE 1, SHT. 23MIN. EMBEDMENTSEE TABLE 1, SHT. 23MIN. EDGEDISTANCESEE TABLE 1, SHT. 23MULLIONSTANDARDMULL CLIPPERIMETER SEALANTBY INSTALLERINSIDE AND OUTSIDEAPPLY SEALANTAROUND PERIMETEROF MULLIONPERIMETER SEALANTBY INSTALLERINSIDE AND OUTSIDEAPPLY SEALANTAROUND PERIMETEROF MULLIONMULLIONSTANDARDMULL CLIPMIN. EMBEDMENTSEE TABLE 1, SHT. 23MIN. EDGEDISTANCESEE TABLE 1, SHT. 23MULLIONFINMULL CLIPPERIMETER SEALANTBY INSTALLERINSIDE AND OUTSIDEAPPLY SEALANTAROUND PERIMETEROF MULLIONFIN SPLICE/MULL END CAPMIN. EMBEDMENTSEE TABLE 1, SHT. 23MIN. EDGEDISTANCESEE TABLE 1, SHT. 23PERIMETER SEALANTBY INSTALLERINSIDE AND OUTSIDEAPPLY SEALANTAROUND PERIMETEROF MULLIONMULLIONFINMULL CLIPFIN SPLICE/MULL END CAPDETAIL OF MULLION WITH STANDARD CLIPATTACHED THROUGH MASONRYDETAIL OF MULLION WITH FIN CLIPATTACHED THROUGH WOODSHT 24 OF 24INSTALLATION DETAILS 10/3/2019Lucas A. Turner, FLPE #58201 Turner Eng. & Cons., Inc., FBPE COA #29779 2428 Old Natchez Trc. Trl. Camden, TN 38320 Ph. 941-380-1574