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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW MULLIONSs ' ik+:u'�R"+.•di .,:..�,£.��.tiPk�:::i%"�i' :4'F..3�r,.." ..� Ipa� ��4 Product Approval 2.� Y"�� USER: Public User db'pr Product Approval Menu > Product or AopUcation Search > Agpllcatlon Llst > Application Detall FL # Application Type Code Version FL15353-R3 Woe Corp Revision Np Noy` pave G 2017 \A) Con%{er 50 Application Status Comments 1ot Approved Meadowoo OZ-p5gg permit # 1$ Archived Ll 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 Sltlinger 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 .J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis R Lomas, PE 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 4 Validation Checklist - Hardcopy Received Certificate of Independence FL15353 R3 COI FLCOI.pdf 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 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 FLIS353 R3 ii 08-014488.pdf 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 FLIS353 R3 AE 5120728.pdf 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: No FL1_5353 R3 II 08-01439B.pdf 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 FLIS353 R3 AE512063B.pdf 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.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 FLIS353 R3 AE 512073B.pdf span: 156-3/8" Created by Independent Third Party: Yes 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-014408.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 FLIS353 R3 AE 512064B.pdf 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 11 08-01442B.pdf 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 '5120668.pdf 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 I1 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 847. Max mullion FL15353 R3 AE 512075B.psif 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 FLIS353 R3 Ii 08-01452B.ndf 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.pdf 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.pdf 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 FLIS353 R3 AE 512067B.pdf 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 FU5353 R3 Ii 08-01453B,Ddf Approved for use outside HVHZ: Yes Verifled 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.pdf 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 08-014448.pdf 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 FLIS353 R3 AE 5120685.pdf 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 ti 08-01454B.Ddf Approved for use outside HVHZ: Yes Verifled 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 FLIS353 R3 AE 512078B.pdf span: 156-3/8". Created by Independent Third Party: Yes Bark Next Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399-Phone:,850-487-1824 The State of Florida Is an AA/EEO employer, gipygght 2007-2013 State of Florida.:: rIP vacy Statement :: Accessibility. Statement :: fiefund 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions; please contact $50.487.2395. 'Pursuant to Section 455.275(1)y Florida Statutes, effective October 1, 2012, licensees licensed undeaChapter455, F.S. must provide the Department with, an email address IF they have one. The emalls 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 jjg_r�L. Product Approval Accepts: Mm ® ©NN M Credit Card Safe NOTES: 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 TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND ODORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION 15 ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 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. MUWON RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH .. Wl + W2 2 . q REVISIONS ALV DAM[ APPROVED A REVISED INSTALLATION DETAILS 06/t0/15 R.L 0 REVISED ANCHORING NOTES O6/07/17 1 R. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4- ELCO ULTRACON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS SHOWN IN WINDOW SEPARATE APPROVAL 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TWIN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE - STEEL 18GA (.0487 FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=3OKSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION DRAW 1 NOTES V.L 2 CONFIGURATIONS AND DP CHART suuE 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5765 VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES 08-01440 NTS — 01/11/12 1--1 OF 4 L ROBERTO LOULS RE 1432 WOODFORD RO LEWM%LQ MC2;= 4344904*W 10=00*6M35MCOM SIGNED: 1011612017 ``````y111ft.. L �J•��G E N8�.9'A'� *. 0E OF 4 IITIIl�O` Luis R. Lomas P.E. FL No.: 62514 707 3/8- T OMBINED WIDTH w1FRAME � � w2 HEIGHT WINDOW WINDOW (MULLION SPAN) I /J 107 3/8- COMBINED WIDTH W1�� W2 I / ` BY FRAME LOW HEIGHT WINDOW (MULLION 107 3/8- COMBINED WIDTH WI --j W2 `� J WINDOW !! ! J FRAME HEIGHT WZIVDO&i WINDO (MULLION SPAN) ! w1--I {� wz 107 3/8- COMBINED WIDTH Desiml cressure raBna lcs8 107 3/8- COMBINED WIDTH Wi-11- W2 T83 FRAME LOW HEIGHT (MUWON SPAN) , / F_ 107 3/8` COMBINED WIDTH WI W2 fWINDOW FRAME / HEIGHT (MULLION SPAN) ! ! w, {- 107 3/8- :1 COMBINED WIDTH Nulllon span On) Tributary 1&13 25.60 width 3&00 4Z00 n) 4&00 5Zl3 2S. 00 120.0 120.0 12D.0 12D.0 12D.0 120.0 37.30 120.0 120.0 120.0 120.0 120.0 120.0 A63 49.62 120.0 12 D. 0 113.8 107.8 105.4 105.3 62.00 120.0 103.2 81.8 75.3 71.1 69.2 65 63 120.01 95.1 1 7a6 69.1 64.9 62.8 7200 113.61 85.8 I 6&7 60.5 58.3 54.1 B4 00 95.4 1 71.3 1 54.5 49.0 45.0 42.9 REV OLSOEPWN DIE I APPROVED A REVISED WSTALLARON DETAILS 06/10/15- R.L. B REVISED ANCHORING NOTES 06/07/17 R.L F_ ,07 3/8- COMBINED WIDTH w, wz 3" WINDOW FRAME / HEIGHT WZNQQ WINDOW (MULLION SPAN) IL Wl----�I- W2 107 3/8- COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETNERAS LONG AS COMBINED WIDTH DOES NOT EXCEED 1073W ASSMINN HEREML LARGEAND SMALL MISSILE DNPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5765 VERTICAL MUWON 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHART 08-01440 NTS JDAIE 01/11/12 --2 OF I. ROBERTOLOMASPE IM WOODFORDRDLEWLSVALE NO27= O"N-0609 wwwotrbmmpunm SIGNED: 1011612017 Luis R. Lomas P.E. FL No.: 62514 1" MIN. EDGE DISTANCE MASONRY/CONCRETE BY OTHERS ° • 1 1/4' "° MIN. EMBEDMENT I 1 I 1/4" ELCO ULTRACON TAPCON SECT5768 CLIP SECT5765 MULLION SECT5768 CUP 010 WOOD SCREW 1 3/8 MIN. EMBEDMENT WOOD FRAMING/ 2X BUCK 1/2_ MIN. BY OTHERS EDGE DISTANCE VERTICAL CROSS SECTION MASONRYXONCRETEAND WOOD FRAMING INSTALLATION NOTES: 1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN INSTALLATION CUP. 2) FOR MASONRY/CONCRETE INSTALLATION USE HOLES AT EACH ENO OF INSTALLATION CUP. INSTALL TWO TAPCONS PER CLIP. RLV140NS RL11 DESCR"ON DATE MR., A REVISED INSTALLATION DETAILS 06/10/15 B REVISED ANCHORING NOTES 106/07/17 METAL STRUCTURE BY OTHERS AD/D, LLION :T5768 P ) SMS OR F DRILLING ZEW 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL WSTALLATION SIGNED: 1011612017 MI LLC tiR IlC 1Q/�''''i 650DWE4T MARKET SOTREET ``````y '`CEx8.:I1P GRATZ, PA 17030-0370 v p 5765 VERTICAL MULLION 83" MULLION SPAN G-liek[Tee,Arl INSTALLATION DETAILS OFj#: , �'�►•.ALO1%tov. DRAWN: aAs NO. REV 08-01440 Luis R. Lomas P.E. FL No.: 62514 saaE NTS JDAM 01/11/12 sHtn 3 OF 4 L.ROSERFOLOLasPM T432 WOODFORDRDLEWZVGIE NC 2= 43"1111.06M /tMw0kkM2VAmm 0.212'3.800'� II -� 1.125" SECT5765 MULLION ALUMINUM soon-TS.125*THICK 4.624" 1.891`U 0.843' 81' 1.562" O O �I 4X 00.17i" 0.375' --{ 1.000` SECT5768 CLIP ALUMINUM 6053•T5.OW THICK RMORS DESCFwwN as APPR6VED REVISED INSTALLATION DETAILS 06/10/15 R.L. REVISED ANCHORING NOTES 06/07/17 R.L. SIGNED: 1011612017 MI AND LLC R 11L 650DWESS MARKET SOTREET GRATZ, PA 17030-0370 ID *� 0 *' 5765 VERTICAL MULLION B3" MULLION SPAN COMPONENTS E �y7 TAT OF �' •;°C9R V. ���i�a8%pHA11������� aura: arc No. REV V.L. 08-01440 a �� Luis R. Lomas P.E. FL No.: 62514 Sc" NTS DATE 01/11/12 S"EET4 OF 4 LROMrOLOAMSP.E 119YWOODFaWfWLEWXVfLLENC@7023 4 dbnu@Gklmupa4am