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Home My WebLink AboutPRODUCT APPROVAL 12/3/21,9:52 AM Florida Building Code Online Business & iYl „ tIF _ ProfessionalRegulation r BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr Product Approval` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL21648-R3 SFCRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 easengineering@easternmetal.com Authorized Signature James Flesher easengineering@easternmetal.com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 jflesher@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications, Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/24/2020 Date Validated 02/23/2021 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeeXOild4P4YY901QWvX60p%2fO949f96XFOIQ%3d%3d 1/2 12/3/21,9:52 AM Florida Building Code Online Date Pending FBC Approval Date Approved 02/28/2021 Summary of Products FL# Model,Number or Name Description 21648.1 176 HVHZ X-Mullion 176 HVHZ X-Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21648 R3 C CAC 622-109 C1R0-1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/06/2023 Design Pressure: N/A Installation Instructions Other: See drawing charts for mullion size, configuration and FL21648 R3 II 08-02951A.pdf design pressure Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL21648 R3 AE 513791A.pdf Created by Independent Third Party: Yes 21648.2 176 HVHZ T-Mullion 176 HVHZ T-Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21648 R3 C CAC 622-108 C1RO.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/06/2023 Design Pressure: N/A Installation Instructions Other: See drawing charts for mullion size,configuration and FL21648 R3 II 08-02950A.pdf design pressure Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL21648 R3 AE 513790A.pdf Created by Independent Third Party: Yes 21648.3 176 HVHZ Vertical/Horizontal Mullion 176 HVHZ Vertical/Horizontal Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL21648 R3 C CAC 622-107 C1RO.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/06/2023 Design Pressure: N/A Installation Instructions Other: See drawing charts for mullion size,configuration and FL21648 R3 II 08-02952A.pdf design pressure Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL21648 R3 AE 513792A.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State 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 mail.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: ® ® ® Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeeXOild4P4YY901QWvX60p%2fO949f96XFOIQ%3d%3d 2/2 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED CLIP 08/20/19 R.L. NOTES: ANCHORING NOTES: 1 . THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1 . FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS 2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO SHOWN IN INSTALLATION DETAILS. STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE 3. ALLOWABLE STRESS INCREASE OF 6/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 3/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd1 .6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS. CALCULATIONS. 3. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. BORNE DEBRIS REGIONS. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS. 5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF DRILLING SCREWS WITH MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE 6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS WINDOWS ATTACHED TO MULLION MUST HAVE SEPARATE APPROVAL. SHOWN IN WINDOW SEPARATE APPROVAL. 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN 5. ALL FASTENERS TO BE CORROSION RESISTANT. PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 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. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN 9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND A. WOOD MINIMUM SPECIFIC GRAVITY OF G=0.42 MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. 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, 33K& OR ALUMINUM 6063—T5 .058" THICK MINIMUM 7. TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. SIGNED: 0812012019 EASTERN ARCHITECTURAL SYSTEMS �• EASTERN METAL SUPPLY J OF Eastern ti;��s R' L 4 - 16341 DOMESTIC AVE .\ \,a r r r • r ��/� /- ¢ ALYMtN L.lM ANIJ YlNYL FORT MYERS,FL 33912 �+ {� 800-432-2204 176 HVHZ VERTICAL/HORIZONTAL MULLION *■ p $I LARGE AND SMALL MISSILE IMPACT TABLE OF CONTENTS NOTES TAT Q • �_� SHEET NO. DESCRIPTION i�.S�'t �� • : DRAWN: DWG NO. REV 1 NOTES 2 APPROVED CONFIGURATIONS AND CHART V.L. /1 5/ 08 SCALE NTS DATE 09 1 6 SO 2 A "295 OF 6 �`� 3 5 INSTALLATION DETAILS L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 6 COMPONENTS 434-688-0609 rllomasCa-Nrlomaspe.com 145 1/4" 145 1/4" 145 1/4" REVISIONS COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH REV DESCRIPTION DATE APPROVED W1 � � W2 W1 � � W2 W1 � � W2 A REVISED CLIP 08/20/19 R.L. l l WINDOW l l / WINDOW l �l �l WINDOW �l FRAME WINDOIA WINDOIA WINDOW WINDOW WINDOW WINDOW HEIGHT (MULLION / SPAN) W1 � W2 W1 � W2 W1 W2 145 1/4" 145 1/4" 145 1/4" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH 145 1/4" 145 1/4" 145 1/4" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH W1 � W2 W1 � W2 W1 �{ � W2 DESIGN PRESSURE TABLE INSTRUCTIONS: 1 . DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE 108" /� /� CHAPTER 16. 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON FRAME WINDOW WINDOW INDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT WINDOW WINDOW WINDOW WIDTH. (MULLION 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT SPAN) 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 . APPROVED CONFIGURATIONS TRIBUTARY WIDTH - W1 + W2 2 Design pressure rating(pso positive and negative Mullion Tributary width (in) span (in) 24.00 30.00 36.00 42.00 48.00 54.00 60.00 66.00 72.00 36.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 750.0 SIGNED: 0812012019 42.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 48.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF 54.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 Eastern EASTERN METAL SUPPLY ;�\\5 R, L 60.00 150.0 150.0 150.0 137.7 128.1 122.7 120.9 120.9 120.9 16341 DOMESTIC AVE \ . • • tiJ A LYMtN L.lM ANQ YlNYL FORT MYERS,FL 33912 �1 Irn�wor Wiry oo 66.00 150.0 143.1 123.3 110.0 101.1 95.3 92.0 90.9 90.9 ,s•r:� wa "rv� "" 800-432-2204 V,'�\ ye.S 72.00 145.4 118.9 101.8 90.2 82.2 76.6 72.9 70.7 70.0 176 HVHZ VERTICAL/HORIZONTAL MULLION *■ p $( *�_ 78.00 123.2 100.4 85.6 75.4 68.2 63.1 59.4 57.0 55.5 LARGE AND SMALL MISSILE IMPACT - 84.00 105.7 85.9 73.0 64.1 57.7 53.0 49.6 47.1 45.4 APPROVED CONFIGURATIONS AND CHART w TAB Q +•�� 90.00 91.8 74.4 63.1 55.2 49.5 45.2 42.1 39.7 38.0 ��,�•t DRAWN: DWG NO. RE / �RID�;. \� 96.00 80.4 65.1 55.1 48.1 42.9 39.1 36.2 34.0 32.3 V J+ �y 102.00 71.1 57.5 48.5 42.2 37.7 34.2 31.5 29.5 27.9 V.L. 08-02952 A ��ir`S�DIVAl- �a�•`� 108.00 63.3 51.1 43.1 37.4 33.3 30.2 27.7 25.8 24.3 SCALE NTS DATE 09/1 5/1 6 SHEET 2 OF 6 114.00 54.2 43.8 36.9 32.1 28.6 25.9 23.9 22.2 21.0 L.ROBERTO LOMAS P.E. 120.00 46.4 37.4 31.5 27.4 24.3 22.0 1 20.2 18.8 17.7 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. Lar a and Missile Impact Rated Up to Wind Zone 4 and HVHZ 434-688-0609 rllomasCvlrlomaspe.com FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED CLIP 08/20/19 R.L. CLIP MULLION ANGLE MULLION MULLION MULLION CLIP #10 ANGLE #10 WOOD SCREW WOOD SCREW WOOD FRAMING 1 3/8" WOOD FRAMING 1 3/8" OR 2X BUCK MIN OR 2X BUCK MIN BY OTHERS EMBEDMENT BY OTHERS EMBEDMENT VERTICAL MULLION WITH CLIP DETAIL VERTICAL MULLION WITH ANGLE DETAIL 1/2" MIN. WOOD FRAMING OR 2X BUCK INSTALLATION 1/2" MIN. 1/2" MIN. WOOD FRAMING OR 2X BUCK INSTALLATION 1/2" MIN. EDGE DISTANCE SILL SHOWN-HEAD SIMILAR EDGE DISTANCE EDGE DISTANCE SILL SHOWN-HEAD SIMILAR EDGE DISTANCE SIGNED: 0812012019 ARCHITECTURAL SYSTEMS `5 A DIVISION OF Ea EASTERN�t�r� EASTERN METAL SUPPLY \�� R, O/�,•��f�r - 16341 DOMESTIC AVE .\ V, • • • • /- A LYMtN LlM ANIJ YlNYL FORT MYERS,FL 33912 VEfq IMrAOT Wiry oowa a v; rvo 000..e 800-432-2204 = �•• may_ 176 HVHZ VERTICAL/HORIZONTAL MULLION *■ p 5� ik r LARGE AND SMALL MISSILE IMPACT INSTALLATION DETAILS , TAT OF g�, DRAWN: DWG NO. REV pRlD■ r�_'• \C�� VALEDATE 08 502952 A �f��ss'pNAL ';,G��` NTS 09/1 5/1 6 3 OF 6 1f IIILI L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomasr?a Irlomaspe.com F L No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED CLIP 08/20/19 R.L. MULLION MULLION CLIP ANGLE MULLION MULLION CLIP #10 SMS OR ANGLE #10 SMS OR SELF DRILLING SELF DRILLING SCREW SCREW M ETAL L STRUCTURE STRUCTURE M ETA BY OTHERS BY OTHERS VERTICAL MULLION WITH CLIP DETAIL VERTICAL MULLION WITH ANGLE DETAIL METAL STRUCTURE INSTALLATION METAL STRUCTURE INSTALLATION 3/4" MIN. SILL SHOWN-HEAD SIMILAR 3/4" MIN. 3/4" MIN. SILL SHOWN-HEAD SIMILAR 3/4" MIN. EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE SIGNED: 0812012019 EASTERN ARCHITECTURAL SYSTEMS �• OF V EASTERN SIGN SUPPLY 4 - 16341 DOMESTIC AVE .\ \,a r r r • r ��/� /- ¢ ALYMtN L.lM ANIJ YlNYL FORT MYERS,FL 33912 �+ {� 800-432-2204 =�a a � V a� 176 HVHZ VERTICAL/HORIZONTAL MULLION *■ p $I LARGE AND SMALL MISSILE IMPACT INSTALLATION DETAILS 0 w TAT QF �'p� DRAWN: DWG NO. REV ��fi�.�L�R`D & VALEDATE 08 s02952 A � siS'��AL NTS 09/15/16 4 OF 6 Illlllti L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasplrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED A REVISED CLIP 08/20/19 R.L. MULLION CLIP ANGLE MULLION �E MULLION MULLION CONCRETE CLIP 3/16" TAPCON ANGLE 3/16" TAPCON /MASONRY CONCRETE STRUCTURE /MASONRY BY OTHERS STRUCTURE a s ° BY OTHERS 4 a a ° as a 1 1/4" ° as a 1 1/4„ d a a a a a MIN 41 MIN aEMBEDM ENT a EMBEDMENT a °.a 'a °.a VERTICAL MULLION WITH CLIP DETAIL 2 1/2" MIN VERTICAL MULLION WITH ANGLE DETAIL 2 1/2" MIN CONCRETE/MASONRY INSTALLATION EDGE DISTANCE CONCRETE/MASONRY INSTALLATION EDGE DISTANCE 2 1/2" MIN. SILL SHOWN-HEAD SIMILAR 2 1/2" MIN. SILL SHOWN-HEAD SIMILAR EDGE DISTANCE EDGE DISTANCE SIGNED: 0812012019 EASTERN ARCHITECTURAL SYSTEMS As PIA Eastern EASTERN METAL SUPPLY 4 - 16341 DOMESTIC AVE .\ \,a r r r • r ��/� /- ¢ ALYMtN L.lM ANIJ YlNYL FORT MYERS,FL 33912 �+ {� 800-432-2204 =�a a � V a� 176 HVHZ VERTICAL/HORIZONTAL MULLION *■ p $I LARGE AND SMALL MISSILE IMPACT INSTALLATION DETAILS 0 w TAT Q �� DRAWN: DWG NO. REV ��fi�. 0• VALEDATE 08 s02952 A ��/�siS'��AL �[�'� t�\ NTS 09/15/16 5 OF 6 011,1II L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas�lrlomaspe.com BILL OF MATERIALS REVISIONS ITEM NO.: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 56372 H-CLIP SAPA ALUMINUM 6063-T6 A REVISED CLIP 08/20/19 R.L. 2 ANGLE ALUMINUM 6063-T6 3 56371 1 1/4" X 3"TUBE MULLION SAPA ALUMINUM 6063-T6 1 1/2" 11/16" 5/1 6" 7/8,> 10 X 1 " PH #10 X 1 " PH " SELF DRILLING SCREW MULLION SELF DRILLING SCREW 701—/4 LOCATE ANCHORS PER LOCATE ANCHORS PER WINDOW/DOOR ANCHOR WINDOW/DOOR ANCHOR 3" 1 " 5 SCHEDULE SCHEDULE WINDOW FRAME 0 0 WINDOW FRAME REFERENCE ONLY a REFERENCE ONLY 2" 1 1/4'X3" TUBE MULLION CD INTERIOR ALUMINUM 6063-T6.125"THICK I� EFFECTIVE MOMENT OF INERTIA:3.050 IN14 ANGLE EFFECTIVE SECTION MODULUS: 1.008 INA3 ALUMINUM 6063-T6.125"THICK a a 10 7/1 6" - �� EXTERIOR 3/8" 3" WINDOW TO MULLION INSTALLATION DETAIL WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY 1 1/2" MULLION IS NOT LIMITED TO THIS PRODUCT F( 0 0 1 O O 1 5/1 6" 4 1 5/1 6" 5/8" o1/4" SIGNED: 0812012019 EASTERN ARCHITECTURAL SYSTEMS �• EASTERN METAL SUPPLY J OF E��Pi�� ti;��s R' L 0A,I. 4 - 16341 DOMESTIC AVE .\ \,a r r r • r ��/� /- ¢ ALYMtN L.lM ANIJ YlNYL FORT MYERS,FL 33912 �+ 1 5/8" a lM�,or w,�oowa Arvo 000.s .,.;.' 800-432-2204 = a•�`G kDRAWN: 6 HVHZ VERTICAL/HORIZONTAL MULLION *■ �$q •*�_ LARGE AND SMALL MISSILE IMPACT COMPONENTS 0 w TAT Q �, CLIP �_� . . 4r�'� DWG NO. REV /� t�L0R`0t ALUMINUM 6063-T6.125"THICK ��s DATE 08 s02952 A �iirSl0jVAt} a�•`� S 09/15/16 6 OF 6 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomas�lrlomaspe.com