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Home My WebLink AboutProduct Approval (3) FgOrida_Building Code Online 3/14/17,10:15 PM t'4�,# ,'' BCIS Home I Log In User Registration I Hot Topics Submit Surcharge it Stats&Facts ; Publications i FBC Staff BCIS Site Map Links Search db' r Product Approval ,,,,,f ra USER:Public User yEc. �[ 3. Product AoRroval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL18504-RO . �. Application Type New MAR 37 2017 Code Version 2014 PERIMITTIPlG Application Status Approved St. Lucie County, FL Comments Archived 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 Sitlinger 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 P Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE f Validation Checklist-Hardcopy Received Certificate of Independence FL18504 RO COI FL COI.pdf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgiSH9F9oAnbh4cUgADABu3RCt6LoYfPMA%3d%3d Page 1 of 3 I Florida Building Code Online 3/14/17,10:15 PM 1710.5.3 Product Approval Method Method 2 Option B Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Date Revised 12/23/2016 Summary of Products FL# Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single,Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FLISS04_RO II M-1926 Horizontal 08-01455A.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span- 156-3/8",Impact Resistant up to FL18504 RO AE 512079A.�df Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion I 1 Limits of Use Installation Instructions I Approved for use in HVHZ: No FL18504_RO_II_M-1926 Vertical 08-01445A.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 3 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span -84", Impact resistant up to Wind FL18504 RO AE 512069A.pdf Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single,Twin or Triple with Transom 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO_II_M-2285 Horizontal 08-01834A.pdf Approved for use outside HVHZ:Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports I Other: Maximum span - 120", Impact resistant up to Wind FL18504 RO AE 512521A.odf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion i Limits of Use Installation Instructions I Approved for use in HVHZ: No FL18504 RO II M-2285 Vertical 08-01833A.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: Maximum Span -84",Impact resistant up to Wind FL18504_RO_AE_512520A.pdf i Zone 3. Created by Independent Third Party: Yes 18504.5 M-2302 Horizontal Mullion M-2302 Horizontal Mullion Single,Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-2302 Horizontal 08-01456A.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8",Impact Resistant up to FL18504 RH( AE 512080A.pdf Wind Zone 3. Created by Independent Third Party: Yes 3 18504.6 M-2302 Vertical Mullion M-2302 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-2302 Vertical 08-01447A.pdf https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgiSH9F9oAnbh4cUgADABu3RCt6LoYfPMA%3d%3d Page 2 of 3 REVISIONS REV DESCRIPTION DATE E APPROVED NOTES: A REVISED INSTALLATION DETAILS 08/07/15 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 TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE ANCHORING NOTES: RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE SCREW WITH SUFFICIENT LENGTH TO ACHIEVE. A 1 3/8" MINIMUM DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION EMBEDMENT. L.00,ATE. ANCHORS AS SHOWN IN INSTALLATION DETAILS FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. SHEET 3. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED SHOWN IN INSTALLATION DETAILS SHEET 4. UNDER SEPARATE APPROVAL. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI ANCHOR MANUFACTURER'S INSTALLATIOPJ INSTRUCTIONS, AND WINDOWS AND DOORS. INC. ANCHORS SHALL NOT DE USED IN SUBSTRATES WITH STRENGTHS 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42 WINDOW OR DOOR UNIT. B. CONCRETE MINIMUM'COMPRESSIVE STRENGTH OF 3,200 PSI. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG .AS SINGLE C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, UNIT WIU'TN AND HEIGHT ARE NOT: EXCEEDED AND MULLION IS TYPE 1 (OR GREATER). ANCHORED AS SHOWN HEREIN. 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED .ACCORDING HOLES FOR SCREWS ARE NOT PRE-DRILLED BY MANUFACTURER. 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 'NIDTH. 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. TRIBUTARY WIDTH = W1 +_V2 2 SIGNED:08/07/2015 Msso WINDOEST WS KED SDOORS STREET \\\\\\S iP,- L ,,�// GRATZ, PA 17030-0370 ``y•��GENs 9s�' TABLE OF CONTENTS M-1926 - VERTICAL MULLION ;*•Qa GENERAL NOTES gTE 6QF f . 83" MULLION SPAN SHEET N0. DESCRIPTION `r ---- - -- ------ tv•_ 1 NOTES DRAWN: DING N0. RLV �0��•'c�ORtOP• 2 CONFIGURATIONS AND DP CHART SV.CALE DnrE 08-01445 A 3 INSTALLATION DETAILS NTS 01/11/12 1 OF 3 REVISIONS 107 3/8" .}07.318" }D/ 3/8" REV I DESCRIPTION DATE - APPROVED COMBINED WIDTH COMBINED WIDTH � COMBINED WIDTH A REVISED INSTALLATION DETAILS 0S/07/15 R.L. W1 --I� W2 W1--i+ W2 -- W1 W2 83" // �! 83" // r/ 83" / / FRAME FRAME WINDOW FRAME WINDOW WINDOW HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT (MULLION (MULLION (MULLION SPAN) rr SPAN) // / SPAN) 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH f-....._...--.. W2 -.... _ wa _ _.............._ W2 -......_- -: w1_-II-._.....__.._..- w2 ................ 83' // // WINDOWIL 8t•' J / WINDOW /i 83 / !. WINDOW /. FRAME FRAME FRAM / HEIGHT WINDD DD HEIGHT WIN // w1ND HEIGHT N-Q-0 WINDOW (MULLION / j (MULLION / /r (MULLION SPAN) / SPAN) � i SPAN) / Y l / W W2 W 1 I W2. -_ WI-- ......_._.._:_I 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH !j APPROVED CONFIGURATIONS MULTIPLE UNITS:MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 3,8r AS:SHOWN HEREIN._ _ Design pressure rating(p4 Design pressure rating(per Units anchored into wood framingUnits anchored into masonry/concrete Mullion Tributary width(in), Mullion Tributary.width(in) span(in) 18:13 125.50 36.00 42.00 48.0015Z13 span Cn) :18.13 25.50 36.00'42.00[44.0 52.13 25.00 -130.0 130.0 130:0' 130.0 :130.0 130.0. _ 25.00 130.0 130.0 130.0 130.0 130:0 SIGNED:06/07/2015 37.38 130.0 130.0 127.2 127.0 127.0 127.0 37.38 130.0 130.0 130.0 130.0 130.0 49.63 62.00 120.7 94.3 77.9 73.8 72.1 72.0 .49.63 130.0 130.0 130.0 130.0 .130.0 MI WINDOWS AND DOORS 73 9 6503 86.5 65.8 51.07 47 3 .44.4 43.0 65.63 130.0 96.6' 72.9 65.5 58.2 650 WEST PA MARKET 7030-0370T 72.00 77.8 58.7 45.6 41.4 3B.5 37.0 72.00 99.3 72.4 54.0 48.1 42.0 84.o0 621 45.0 33.1 29.1 26.3 '24.9 84.00 621 '45.0 '33.1 29.1 24.9 M-1926 - VERTICAL MULLION FIX 83" MULLION SPAN CONFIGURATIONS AND DP CHARTSQf 9, TAT OF LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 DRAWN: DWG ND. REV. ✓�' �;r(pR10P• ti DIMENSIONS IN CHAR AREINCLFRAME AME DI EENSIONS AND DO NOT V.L. 08-01445 A' ��ij��'S/ �l \`�� SCALE DATE SHEEPA 1'1`\\\\ NTS 01/11/1.2 2 OF 3 RDASIONS 2 1/2" MIN " MIN 3 3/4' REV DESCRIPTION DATE APPROVED EDGE DISTANCE SEPARATION MASON RY/CONCRETE1^ 3 8•. BY OTHERS / A REViSGD INSTALLATION DETAILS 08/07/15 R.C. 5/8 4 a n 1 1/4" . a MIN. EMBEDMENT 2" 2 /8" _ _ f SECT5796 OR 1 .J 7j8" MT000022 -' CLIP 1/4° TAPCON 2X 01/4" SECT5796 CUP SECT5796 FOR:CONCRETE'INSTALLATION CLIP ALUMINUM 6063-T5:125"THICK Lv I I 3 3/4" SECT:M- 1926 ice_ 2' 1/4" _ MULLION I. 3 1/4" I 3/8,; yl 1 3/81, 7/8" 0--- -- SECT5796 OR-� SECT5796 I 1 MT000022 CLIP - - 1 1/2". �..... 2X v1/4,,. 1 3 114,. - CLIP - ................._.. . ... {f 10 WOOU SCREW �..... __......__.....__s �, 1 t/2" } 4' CLIPINSTALLATION I I -- -- _ I 1 ,3/8„ MIN. _.. _ EMBEDMENT SECT5796 CLIP MT000022 CLIP A . f�! \ FOR WOOD FRAMING INSTALLATION 16GA(.0637)GALVANIZED STEEL - -------- ALUMINUM 6063-T5.125"THICK 1/2" MIN WOOD .FRAMING/ EDGE DISTANCE 2X BUCK VERTICACROSS SECTION' BY. OTHERS L MASONRYICONCRETE AND WOOD FRAMINGSIGNED:08/07/20155 INSTALLATION 2 3/4" MI WINDOWS AND DOORS `��tu'tttrrr� — - 650 WEST MARKET STREET ��\t$ R:•'b 0 GRATZ, PA 17030-0370 `fir•�tGENS.�'9�yi�if / M-1926 - VERTICAL MULLION +`#� 0 1 *= 83 MULLION SPAN - INSTALLATION DETAILS rte'. TAT OF 'SECT M 1926 MULLION ALUMINUM 6063-T5.125"THICK VLDRAWN: uwc No, 08-01445 REV. A OS OR VDco'N SCALE NTS DATE 01/11,/12 SHEET3 OF 3 iii/I/Q111110`"