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Home My WebLink AboutProduct approval - Mullions Florida Building Code Online Page 1 of 3 BCIS Home�� Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications I FBC Stall 130S site Map Links Search b a prProduct Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 11-1 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitiinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas,PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M.Urich,PE hG Validation Checklist-Hardcopy Received Certificate of Independence FL15353 R3 COI FLCOI.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuh... 5/2/2018 Florida Building Code Online Page 2 of 3 Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01446B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512072B.Ddf span: 104-1/4". Created by Independent Third Party:Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: Na FL15353 R3 II 08-01439B.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Parry:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512063B.Ddf span:83" Created by Independent Third Party:Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01449B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512073B.Ddf span: 156-3/8" Created by Independent Third Party:Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01440B.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512064B.odf span: 83". Created by Independent Third Party:Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01442B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512066B.Ddf length-83". Created by Independent Third Party:Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01451B.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size-52-1/8"x 84".Max mullion FL15353 R3 AE 5120758.0df span-156-3/8" Created by Independent Third Party:Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01452B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size-52-1/8"x 84".Max mullion FL15353 R3 AE 512076B.Ddf span-104-1/4". Created by Independent Third Party:Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01443B.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWISXrzuh... 5/2/2018 Florida Building Code Online Page 3 of 3 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512067B.Ddf span-83" Created by Independent Third Party:Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01453B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size-52-1/8"x 84".Max mullion FL15353 R3 AE 512077B.Ddf span-156-3/8" Created by Independent Third Party:Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01444B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512068B.Ddf span: 83" Created by Independent Third Party:Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R3 II 08-01454B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84".Max mullion FL15353 R3 AE 512078B.Ddf span: 156-3/8". Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The Stare of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 0 � Et� 6 Credit Card Safe 1111111WAN 13 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuh... 5/2/2018 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R.L. NOTES: B REVISED ANCHORING NOTES 06/07/17 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES: TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3. FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRACON 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 3. DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF UNDER SEPARATE APPROVAL. DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI SHOWN IN INSTALLATION DETAILS SHEET 3. WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE 4) ALL FASTENERS TO BE CORROSION RESISTANT. LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WINDOW OR DOOR UNIT. ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: ANCHORED AS SHOWN HEREIN. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TYPE 1 (OR GREATER). TO THIS DOCUMENT. D. METAL STRUCTURE - STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .0625" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT DESIGN PRESSURE TABLE INSTRUCTIONS: OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER. STAGGER CHAPTER 16. SCREWS AT EACH WINDOW. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. SIGNED:10/16/2017 FTRIBUTA�RYWIDTH M650IWDOWMARKET D DOORS TREET ;\J�6 VIL L0�1i9��/,, GRATZ, PA 17030-0370 `r••�\C N�p�.•�+ CM-18531 — VERTICAL MULLION *• 0 6 83" MULLION SPAN GENERAL NOTES -:�0 TAT OF TABLE OF CONTENTS 1-0. �� A P • � DRAWN: DWG N0. REV � CORt�•G\�� SHEET NOTES SCALEE NTS pgrE 01/11/12 OF 3 NO. DESCRIPTION 08 01443 B ,,;7Sj0NA11�aVV�\ 2 CONFIGURATIONS AND DP CHART L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 W000FORD RD LEWISVILLE,NC 27023 FL No.: 62514 3 INSTALLATION DETAILS 494-688.0609 rII=asC&ld=aspe.c 41 107 3/8" 107 3/8" 107 3/8 REVISIONS COMBINED WIDTHT COMBINED WIDTH COMBINED WIDTH RW DESCRIPTION DATE AIMOIED A REVISED INSTALLATION DETAILS 06/10/15 R,L, W1 -{D W2 O �r W2 W1 W2 8 REVISED ANCHORING NOTES 06/07/17 R.L. f/ J 83" 83" WNDOW A83" /j/ /FRAME FRAME / FRAME "WINDOW WINDOW HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT (MULLION (MULLION (MULLION SPA �I �� SPA � �� SPAN) 11 107 3/8.. 107 3/8" COMBINED WIDTH COMBINED WIDTH 107 3/8 COMBINED WIDTH W1 --{� W2 W1 FW W2 � W2 y/ Fj 83" J WINDOW 83" / / WINDOW J 83" LF1 FRAME FRAME • / FRAMEHEIGHT WINDO HEIGHT N HEIGHT WINDOW(MULLION y (MULLION f/ (MULLION ,//SPA SPAN � d � SPAN) / F-LW2 W 1 -moi F� W2 W 1 -'1-'1F- W2 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH L7COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 31W AS SHOWN HEREIN. Design pressure raring(per Design pressure rating(pA7 Units anchored into wood and metal framing Units anchored into masonry/concrete Mullion Tributary width(in) Mullion Tributarywidth(in) span(in) 18.13 25.50 36.00 42.00 48.00 52.13 span(in) 18.13 25.50 36.00 42.00 48.00 52.13 SIGNED: 10/16/2017 25.00 120.0 120.0 120.0 120.0 120.0 120.0 25.00 120.0 120.0 120.01 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120,0 37.38 120.0 0.0 120.0 120.0 120.0 49.63 120.0 120.0 120.0 120.0 120.0 120.0 49.63 120.0 120.0 13 0 .8 107.8 105.4 105.9 MWINDOWS 650 ESTAR ED STREET \\\\\\ R((�r0 62.00 120.0 120.0 116.7 107.4 101.4 98.7 1 62.00 120.0 103.2 81.8 75.3 71.1 69.2 GRATZ, PA 17030-0370 65.63 120.0 120.0 107.8 98.7 92.5 89.7 65.63 120.0 96.1 75.6 69.1 64.9 62.8 CM-18531 - VERTICAL MULLION *• _ 72.00 120.0 120.0 95.1 86.3 80.3 77.2 72.00 113.6 85.8 66.7 60.5 56.3 54.1 83�� MULLION SPAN 84.00 120.0 97.6 71.8 63.2 57.2 54.0 84.00 95.4 71.3 54.5 49.0 45.0 42.9 CONFIGURATIONS AND DP CHARTS $$$, TAT OF LARGE AND SMALL MISSILE IMPACT,LEVECD,WINDZONE3 DRAWN. DWG NO. REv i�T� �(QR(QP.\�\�\ DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT V•L OS-01 443 B �//SSI r1G\ \� INCLUDE FLANGE SCALE NTS DATE 01/11/12 SNEET 2 OF 3 Z7//INA j �\ L.ROBERTO LOMAS P E. LUIS R. LOTOS P.E. 1432 WOOOFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 nl=as@,&H mRspe.rom REVISIONS 1" MIN, REV OESCRIPnON DATE APPROVED EDGE DISTANCE y MASONRY/CONCRETE A REVISED INSTALLATION DETAILS 06/10/15 R.L. 4 - iBY OTHERS B REVISED ANCHORING NOTES 06/07/17 R.L. 1° 4 5/8" ' a 1 1/4" a •° MIN. EMBEDMENT L SECT CM-18531 MULLION 1 29/32" Ll 27/32" 1/4" ELCO ULTRACON TAPCON 1 SECT5768 SECT5768 25/32 CLIP CLIP 1 9/16" O O #10 SMS OR �I 4X 05/32" SELF DRILLING 3/8" SCREW SECT CM-18531 SECT5768 CLIP MULLION ALUMINUM 6063•T5.093"THICK 3 17/32" 1/2" MIN. METAL SECT5768 EDGE STRUCTURE BY OTHERS CLIP DISTANCE 1 1/8- #10 /8"N10 WOOD SCREW VERTICAL CROSS SECTION o 1 METAL STRUCTURE INSTALLATION SECT CM-18531 MULLION I ALUMINUM 6005-T5.125'THICK 1 3/8" MIN. EMBEDMENT I T WOOD FRAMING/ CLIP INSTALLATION SIGNED: 10/16/2017 yII 1/2" MIN. 2X BUCK EDGE L BY OTHERS DISTANCE MI WINDOWS AND DOORS \\S 0 �111'lI1IrI�� VERTICAL CROSS SECTION 650 GRA�Z,SPA 17030 0370RKET STREET ��N\` CEN-f pori MASONRY/CONCRETEAND WOOD FRAMING CM-18531 - VERTICAL MULLION =*• 0,.625 *= INSTALLATION 83" MULLION SPAN INSTALLATION DETAILS STATE OF �O•. NOTES: DRAWN: DWG NO. Pte' ijT�s F(ORIOp:G\`�� 1) FOSRAF INSTALLATION CLIP.TALLATION USE ALL FOUR HOLES IN SCALE �� 08-01443 B /77s'�ONA;10\\\ NTS 01/11/12 .3 OF 3 2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES L.ROBERTO LOMAS P.E. AT EACH ENO OF INSTALLATION CLIP. INSTALL TWO Luis R. Lomas P.E. TAPCONS PER CLIP. 1432L. rDLasLWW—speO27023 FL No.: 62514 434-688-0609 rllwnas@Irlwnaspe.com