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Home My WebLink AboutPRODUCT APPROVAL WINDOWS MULLIONS 12/3/21,9:48 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 12/3/21,9:48 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 7/3 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 UP TO WIND ZONE 3. 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 .048" 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. HOLES FOR SCREWS ARE NOT PREDRILLED BY MANUFACTURER. SIGNED: 0812012019 EASTERN ARCHITECTURAL SYSTEMS �• EASTERN METAL SUPPLY E�� Pia�� ti;�OF �s R' �A,I. - 16341 DOMESTIC AVE r r • r ��/� /- LP R FORT MYERS,FL 33912 �^800-432-2204 176 HVHZ T—MULLION *■ �$q LARGE AND SMALL MISSILE IMPACT TABLE OF CONTENTS NOTES w TAT Q �•�� SHEET NO. DESCRIPTION i.S�'t�' DRAWN: DWG NO. REV � �n L�RID� \�� 2 APPROVED CONFIGURATIONS AND CHART V.L.SCALE NTS DATE 09 1 6 1 6 08 SHEET 290 A 1 OF 7 S/n1111 NAL}�a��`� 3 6 INSTALLATION DETAILS L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 7 COMPONENTS 1 434-688-0609 rllomasCa-Nrlomaspe.com MULLION SPAN REvisloNs � CHART 3 REV DESCRIPTION DATE APPROVED TRANSOM 30"TRANSOM HEIGHT TRANSOM A REVISED CLIP 08/20/19 R.L. Maximum design pressure capacity chart(pso Units with transom height of. 30 in Design pressures are positive and negative Height (in) Span and Tributary width (in) W N D OW BOTTOM BOTTOM 36.00 48.00 60.00 72.00 84.00 96.00 108.00 HEIGHT UNIT UNIT Window Transom 18.00 24.00 30.00 36.00 42.00 48.00 54.00 36.00 30.00 150.0 150.0 146.4 115.4 76.6 50.6 35.1 42.00 30.00 150.0 150.0 137.8 109.0 71.1 46.8 32.5 48.00 30.00 150.0 150.0 130.1 103.2 66.4 43.7 30.3 W 2 54.00 30.00 150.0 150.0 123.3 98.0 62.3 41.1 28.4 60.00 30.00 150.0 150.0 117.1 93.3 58.7 38.7 26.8 CHART 1 66.00 30.00 150.0 147.3 111.6 88.9 55.5 36.6 25.4 DESIGN PRESSURE TABLE INSTRUCTIONS: 18"TRANSOM 72.00 30.00 150.0 140.3 106.5 83.6 52.6 34.8 24.1 1 . DEFINE REQUIRED DESIGN LOAD PER FLORIDA Maximum design pressure capacity chart(pso 78.00 30.00 150.0 133.9 101.9 78.9 50.0 33.1 23.0 BUILDING CODE CHAPTER 16. Units with transom height of. 18 in 84.00 30.00 150.0 128.0 97.6 74.6 47.7 31.5 21.9 2. DETERMINE MULLION SPAN AND TRIBUTARY WIDTH Design pressures are positive and negative 90.00 30.00 150.0 122.6 93.7 70.9 45.5 30.1 20.9 FORMULA FOR OF PRODUCT T BE INSTALLED BASED ON T FORMULA TRIBUTARY WIDTH BELOW. Span and Tributary width (in) 96.00 30.00 150.0 117.7 90.1 67.4 43.6 28.9 20.1 3. TO DETERMINE MULLION RATING LOCATE COLUMN Height(in) 36.00 48.00 60.00 72.00 84.00 96.00 108.00 LARGE AND SMALL MISSILE IMPACT RATED INCLUDING HVHZ FOR MULLION SPAN AND TRIBUTARY WIDTH THEN Window Transom 18.00 24.00 30.00 36.00 42.00 48.00 54.00 LOCATE CORRESPONDING ROW FOR BOTTOM AND 36.00 18.00 150.0 150.0 150.0 137.0 92.3 61.1 42.5 CHART4 TRANSOM HEIGHTS. FIND THE INTERSECTION OF 42.00 18.00 150.0 150.0 150.0 128.0 84.4 55.7 38.7 36"TRANSOM THIS COLUMN AND ROW. MULLION RATING IS 48.00 18.00 150.0 150.0 150.0 120.1 77.9 51.4 35.6 LOCATED AT THIS INTERSECTION. 54.00 18.00 150.0 150.0 141.1 113.2 72.4 47.8 33.1 Maximum design pressure capacity chart(pso 4. MULLION RATING MUST BE EQUAL OR GREATER 60.00 18.00 150.0 150.0 133.1 107.0 67.5 44.6 30.9 Units with transom height of. 36 in THAN REQUIRED DESIGN PRESSURE OBTAINED INSTEP 1 . 66.00 18.00 150.0 150.0 125.9 100.2 63.3 41.9 29.1 Design pressures are positive and negative 5. IF TRANSOM TO BE INSTALLED IS NOT LISTED IN 72.00 18.00 150.0 150.0 119.5 93.5 59.6 39.4 27.4 Span and Tributary width (in) THESE CHARTS GO TO NEXT HIGHER TRANSOM Height(in)78.00 18.00 150.0 147.3 113.7 87.6 56.3 37.3 25.9 36.00 48.00 60.00 72.00 84.00 96.00 108.00 CHART. FOR EXAMPLE IF TRANSOM TO BE 84.00 18.00 150.0 140.3 108.5 82.5 53.3 35.3 24.6 Window Transom 18.00 24.00 30.00 36.00 42.00 48.00 54.00 INSTALLED IS 20" HIGH THEN USE CHART FOR 24" 90.00 18.00 150.0 133.9 103.7 77.9 50.6 33.6 23.4 36.00 36.00 150.0 150.0 138.6 108.5 71.1 46.8 32.5 TRANSOM. 96.00 18.00 1 150.0 128.0 99.3 73.7 48.2 32.0 22.3 42.00 36.00 150.0 150.0 130.9 102.7 66.3 43.6 30.2 6. WINDOW/DOOR AND TRANSOMS TO BE ANCHORED LARGE AND SMALL MISSILE IMPACT RATED INCLUDING HVHZ 48.00 36.00 150.0 150.0 123.9 97.6 62.2 40.9 28.3 ON ALL FOUR SIDES. 54.00 36.00 150.0 150.0 117.7 93.0 58.6 38.6 26.7 60.00 36.00 150.0 150.0 112.1 88.7 55.4 36.5 25.3 CHART 2 66.00 36.00 150.0 142.8 107.0 84.6 52.5 34.6 24.0 W 1 + W2 24"TRANSOM TRIBUTARY WIDTH = 2 72.00 36.00 150.0 136.2 102.3 79.8 49.9 33.0 22.8 Maximum design pressure capacity chart(pso 78.00 36.00 150.0 130.1 98.0 75.5 47.6 31.4 21.8 Units with transom height of. 24 in 84.00 36.00 150.0 124.6 94.1 71.6 45.5 30.0 20.8 Design pressures are positive and negative 90.00 36.00 150.0 1 119.5 90.4 68.1 43.5 28.8 20.0 Span and Tributary width (in) 96.00 36.00 1 150. 1 114.8 87.1 65.0 41.7 1 27.6 19.2 Height(in) 36.00 48.00 60.00 72.00 84.00 96.00 108.00 LARGE AND SMALL MISSILE IMPACT RATED INCLUDING HVHZ Window Transom 18.00 24.00 30.00 36.00 42.00 48.00 54.00 SIGNED: 0812012019 36.00 24.00 150.0 150.0 150.0 124.6 83.5 55.2 38.4 EASTERN ARCHITECTURAL SYSTEMS 42.00 24.00 150.0 150.0 147.3 117.1 77.0 50.8 35.3 EASTERN METAL SUPPLY 'astern � R. L p fir 48.00 24.00 150.0 150.0 138.E 110.5 71.6 47.2 32.7 16341 DOMESTIC AV %E `� �\ . • ' �J,9 rr P ALYMINLIM n.No VINYL FORT MYERS,FL 33912 54.00 24.00 150.0 150.0 130.9 104.E 66.8 44.1 30.6 ,4 x`�`' '�"��` " ��w' "�� "' 800432-2204 1GS �( 60.00 24.00 150.0 150.0 123.9 99.3 62.7 41.4 28.7 176 HVHZ T-MULLION *� 0 51 *f 66.00 24.00 150.0 150.0 117.7 94.0 59.0 39.0 27.1 LARGE AND SMALL MISSILE IMPACT 72.00 24.00 150.0 146.4 112.1 88.1 55.8 36.9 25.6 ELEVATION =�o . TATE OF 78.00 24.00 150.0 139.4 107.0 82.9 52.9 35.0 24.3 Dom. �r.►� 84.00 24.00 150.0 133.1 102.3 78.2 50.2 33.3 23.1 DRAWN: DWG NO. F:E: �� . 40ROV" 90.00 24.00 150.0.00 24.00 150.0 127.3 94.0 74.4 45.9 31.7 22.1.3 21.1 SCALE DATE 08 s02950 //;/" ONA��E�G�t� NTS 09/16/16 2 OF 7 /11110 LARGE AND SMALL MISSILE IMPACT RATED INCLUDING HVHZ L. ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomasoa lrlomaspe.com F L No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED CLIP 08/20/19 R.L. 1 3/8" MIN. 1 3/8" MIN. EMBEDMENT EMBEDMENT 2X BUCK OR 2X BUCK OR WOOD FRAMING WOOD FRAMING 1/2" MIN. BY OTHERS 1/2" MIN. BY OTHERS EDGE DISTANOF O EDGE DISTANCE O f #10 #10 #10 WOOD zWOOD SCREW #10 WOOD WOOD SCREW SCREW SCREW CLIP CLIP ANGLE ANGLE MULLION MULLION MULLION MULLION O 1/2" MIN. 1/2" MIN EDGE DISTANCE EDGE DISTANCE HORIZONTAL MULLION WITH ANGLE DETAIL HORIZONTAL MULLION WITH CLIP DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL MULLION SILL SIMILAR VERTICAL MULLION SILL SIMILAR SIGNED: 0812012019 EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF owlIllw/ EASTERN METAL SUPPLY - 16341 DOMESTIC AVE .\ \, . r r • r ��/�P-9pil FORT MYERS,FL 33912 �+� L' E 800-432-2204 �. V�. .� 176 HVHZ T-MULLION *■ �$q *�_ LARGE AND SMALL MISSILE IMPACT INSTALLATION DETAILS 0 w TAT OF �'�� DRAWN: DWG NO. REV ��fi�.�L�R`D�• \�� VALEDATE 08 s02950 A z�i�s510 AL 0a NTS 09/16/16 3 OF 7 /1111t 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 141 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED CLIP 08/20/19 R.L. 3/4" MIN. 3/4" MIN. EDGE EDGE DISTANCE METAL STRUCTURE DISTANCE METAL STRUCTURE BY OTHERS A BY OTHERS #10 SELF #10 SELF #10 SELF DRILLING SCREW #10 SELF DRILLING SCREW DRILLING SCREW DRILLING SCREW CLIP CLIP ANGLE ANGLE MULLION MULLION MULLION MULLION O 3/4" MIN. 3/4" MIN. EDGE EDGE DISTANCE DISTANCE 0 HORIZONTAL MULLION WITH CLIP DETAIL HORIZONTAL MULLION WITH ANGLE DETAIL METAL STRUCTURE INSTALLATION METAL STRUCTURE INSTALLATION VERTICAL MULLION SILL SIMILAR VERTICAL MULLION SILL SIMILAR SIGNED: 0812012019 ifer EASTERN ARCHITECTURAL SYSTEMS Am nDIVISION OF owlIllw/ EASTERN METAL SUPPLY - 16341 DOMESTIC AVE fw .\ \, . r r • r ��/� /- R- - FORT MYERS,FL33912�.o: w oo a 800-432-2204 176 HVHZ T-MULLION *4- T?.;gO ILARGE AND SMALL MISSILE IMPACT INSTALLATION DETAILS 0F �'�� DRAWN: DWG N0. REV ��fi�.•�L0RlOt' VALE08 s02950 A AL SCALE N DATE TS 09/16/16 4 OF 7 /1111 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 REVISIONS 1 1/4 MIN. 1 1/4 MIN. REV DESCRIPTION DATE APPROVED EMBEDMENT EMBEDMENT A REVISED CUP 08/20/19 R.L. 2 1/2 o MASONRY/CONCRETE 2 1/2 o MASONRY/CONCRETE EDGE BY OTHERS CLIP EDGE BY OTHERS ANGLE DISTANCE O DISTANCE O 0 0 3/1 6" 3/1 6" TAPCON O ° TAPCON CLIP ° ANGLE a a e MULLION MULLION e MULLION MULLION 0 0 a a Q Q o° o° a a a a 0 Q a a 0 0 a a a o 0 2 1/2" MIN. a 2 1/2" MIN. a EDGE ° EDGE ° DISTANCE DISTANCE a a HORIZONTAL MULLION WITH CLIP DETAIL HORIZONTAL MULLION WITH ANGLE DETAIL MASONRY/CONCRETE INSTALLATION MASONRY/CONCRETE INSTALLATION VERTICAL MULLION SIMILAR VERTICAL MULLION SIMILAR SIGNED: 0812012019 EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF EasternEASTERN METAL SUPPLY - 16341 DOMESTIC AVE .\ \, . r r • r ��/� /- ` ALYMINLJM ANQ VINYL FORT MYERS,FL 33912 r 800-432-2204 �. �` V�. Lp 176 HVHZ T—MULLION *■ �$q *�_ LARGE AND SMALL MISSILE IMPACT INSTALLATION DETAILS 0 w TAT OF � �� DRAWN: DWG N0. REV ' ��fi�.�L�R`D�• \�� VALE DATE 08 s02950 A ��/�sjAL �[�'� t�\ NTS 09/16/16 5 OF 7 /lllllti L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L No.: 62514 434-688-0609 rllomasplrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED HORIZONTAL MULLION HORIZONTAL MULLION A REVISED CLIP 08/20/19 R.L. ANGLE #10 SELF DRILLING SCREW VERTICAL ANGLE MULLION VERTICAL MULLION VERTICAL TO HORIZONTAL MULLION CONNECTION WITH ANGLE HORIZONTAL MULLION HORIZONTAL MULLION CLIP #10 SELF DRILLING SCREW VERTICAL CLIP MULLION VERTICAL MULLION VERTICAL TO HORIZONTAL MULLION CONNECTION WITH ANGLE SIGNED: 0812012019 EASTERN ARCHITECTURAL SYSTEMS A DIVISION OF owlIllw/ �• EASTERN METAL SUPPLY - 16341 DOMESTIC AVE .\ \, . r r • r ��/� /- ` ALYMINLJM ANQ VINYL FORT MYERS,FL 33912 �+� r �^ r 800-432-2204 176 HVHZ T-MULLION *■ �$I LARGE AND SMALL MISSILE IMPACT INSTALLATION DETAILS 0 w TAT OF �� DRAWN: DWG NO. REV ��fi�.�LOR`D�• \�� VALEDATE 08 s02950 A ��/�siS'��AL �[�'� t�\ NTS 09/16/16 6 OF 7 /11,1II 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 ITEM NO.: PARTNUMBER DESCRIPTION MANUFACTURER MATERIAL REVISIONS 1 56372 H-CLIP SAPA ALUMINUM 6063-T6 REV DESCRIPTION DATE APPROVED 2 ANGLE ALUMINUM 6063-T6 A REVISED CLIP 08/20/19 R.L. 3 56371 1 1/4" X 3"TUBE MULLION SAPA ALUMINUM 6063-T6 3/8„ 3„ 1 1/4" 1 1/2" 11/16" A- , WINDOW FRAME REFERENCE ONLY 01/4" 5" S L X 1 " PN SELF DRILLING SCREW LOCATE ANCHORS PER �D a WINDOW/DOOR ANCHOR U 0 SCHEDULE 2 EXTERIOR 1 1/4"X3" TUBE MULLION INTERIOR ALUMINUM INERTIA: ��o MULLION MOMENT OF INERTIA:2.755 IN"4 ANGLE SECTION MODULUS: 1.864 INA 3 ALUMINUM 6063-T6.125"THICK 0 10 7/16" WINDOW FRAME 3/8"' 3" REFERENCE ONLY 1 1/2" WINDOW TO MULLION CONNECTION WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY 15/1 6" MULLION IS NOT LIMITED TO THIS PRODUCT 4 15/1 6" 5/8" 0 1/4" SIGNED: 08/20/2019 S■� EASTERN ARCHITECTURAL SYSTEMS Eastern A DIVISION OF \ EASTERN METAL SUPPLY �,\ b R Z 0 �ff 16341 DOMESTIC AVE . ■ FORT MYERS,FL 33912 -N�V,• �. 800-432-2204 ., \V fM S C1� 1 5/8 176 HVHZ T-MULLION fir• p 5 ik ?P LARGE AND SMALL MISSILE IMPACT COMPONENTS .A . TAT OF CLIP DRAWN: DWG NO. TA EV ALUMINUM 6063-T6.125"THICK V•L. 08-02950 �/ d'S ' ' ■ ' \ n SCALE NTS DarE 09/16/16 sHEET7 OF 7 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomas@lrlomaspe.com FL No.: 62514