20-1118.13MIAMI-UHJL/CJM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami. Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildine
E.S. Windows, LLC
3550 NW 49'" Street
Miami, FL 33142
Scope:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to perform
in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right
to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product
or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Humcane Zone.
DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I.
Approval document: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9
of 9, dated 04/26/04, with revision I dated 11/05/20, prepared by Al-Fai-ooq Corporation, signed and sealed by
Jalal Farooq, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
Missile Impact Rating: Large and Small Missile impact Resistant
Labeling: Each unit shall bear a permanent label with the manufacturer's name or logo. Barranquilla,
Colombia, model/series, and following statement: "Miami-Dade County Product Control Approved", unless
otherwise noted herein.
Renewal of this NOA shall be considered after a renewal application has been filed and tliere has been no
change in the applicable building code negatively affecting the performance of this product.
Termination of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
Advertisement: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 19-0405.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-1118.13
Expiration Date: September 16, 2024
Approval Date: February 18,2021
2/5/21 Page 1
MIAMI-DADE COUNTY
APPROVED
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NO A No, 04-0712.01)
2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9,
dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 18-0205.05)
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "D-A" fixed window. Grade 10, Level LV
1 per ASTM F 588-04, Side-FIinged Door Systems per AAM A 1304-
02 and per FBC 2411.3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of windows mulled together,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated
05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and
scaled by Joseph Chan, P.E.
(Submitted under NOA No. 04-0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6'^
Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and scaled
by Javad Ahmad, P.E.
(Submitted under NOA No. 18-0205.05)
2, Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manuel Perez, P.E.
Product Control Ex^untntr
NOANo.20-l(il8^
Expiration Date: September 16, ztlz4
Approval Date: February 18,2021
E-1
E.S. Windows. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
F. STATEMENTS
1. Statement letter of confonTiance, complying with FBC 6^'' Edition (2017), dated March 28,
2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 19-0405.10)
2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03;
FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all issued by Fenestration
Testing Laboratory, Inc. and all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 04-0712.01)
G. OTHERS
1. Notice of Acceptance No. 18-0205.05, issued to ES Windows, LLC for their Clipped,
Extruded Aluminum Tube Mullion -L.M.I., approved on 03/08/18 and expiring on
09/16/19.
Manuel Perez, P.E^
Product Control Exj
NOA No. 20-
Expiration Date: September 16,''^24
Approval Date: February 18,2021
E-2
E.S. Windows. LLC
NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. M04-04, tilled "Aluminum Tube Mullions", sheets I through 9 of 9,
dated 04/26/04, with revision I dated 11/05/20, prepared by Al-Farooq Corporation,
signed and sealed by Jalal Farooq, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC
Edition f2017), dated 01/12/18, and updated on 11/04/20 to comply with FBC 7^''
Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal
Farooq, P.E.
2. Glazing complies with ASTM El 300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6^** Edition (2017), with FBC
7'** Edition (2020), and of no financial interest, dated November 4, 2020, issued by
Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E.
G. OTHERS
1. Notice of Acceptance No. 19-0405.10, issued to E.S. Windows, LLC for their Clipped,
Extruded Aluminum Tube Mullion -L.M.I., approved on 05/30/19 and expiring on
09/16/24.
Manuel Perez, P.E.
Product Control Exandlttr
NOA No. 20-1118.1^
Expiration Date: September 16/2024
Approval Date: February 18,2021
E-3
"iC—TYPICALGLAZING PRODUCTMULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.AND CAN 9E USED WITH ALL MIAMI-DADE COUNTY APPROVEDIMPACT AND NON-IMPACT RESISTANT PRODUCTS.RECTANGULAR ALUMINUM TUBE MULLIONSUSING MULLIQN PROPERTIES ONLYNOTES:THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THEREQUIREMENTS OF THE 2017 (6TH E0iTION)/2O20 (7TM EDITION) FLORIDABUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THEAPPLICABLE BUILDING CODE REQUIREMENTS I E: WIND LOAD. WATERINFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC-1BY OR 2BY WOOD BUCKS i BUCK FASTENERS BY OTHERS. MUST BEDESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADSTO THE BUILDING STRUCTURE.ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILSAND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASEMATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COUPRESSIBLE-MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE 4 ADOPTED STANDARDS.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATIONFOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEOU«YOF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FORWATER INFILTRATION RESISTANCE ETC.CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.MJO TO BE REVIEWED BY BUILDING OFRCIAL.DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'.INSTRUCTIONS:USE CHARTS AND GRAPHS AS FOLLOWS.FHTP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7FOR PARTICULAR OPENING.STFP ? use MIAUi-OADE COUNTY APPROVED GLAZWQ PRODUCTS— UEETINO ABOVE LOAD REQUIREMENTS.STEP 3 USE CONNECTION TO MULUQN AS PER PRODUCTAPPROVAL.USING CHARTS ON SHEET 3 SELECT MULLON SIZE WITHSTEP 4 DESIGN RATING MORE THAN DESGN LOAD SPECinCDIN STEP 1 ABOVE-USING ANCHOR TYPES ON SHEETS 5 THRU fi AND ANCHOR CHARTSSTEP 5 OH SHEO 4. SELECT ANCHOR TYPE WITH DESIGN RATINGMORE THAN THE DESIGN LOADS SPCCFIED IN STEP 1 ABOVE.TYPICALWINDOW FRAME4.0006.0006.0004.000 I—2.000TUBULAR SHAPES"alloy = 6063-T6MULLIONS CONTAINING TYPICAL GLA2ING PRODUCTSHORIZONTAL OR VERTICALSEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES ANO SPACINGPRODUCT REVISEDas compiying with the FloridaBuilding CodeMOA-Ne. 20-1118.13Expiration Date;J)9/16/2024B»:Mlam^ado ProducfCotitrol'iOV \ 0No. 61223(0z= 5> 0.K q0 dQ- i,K <:>0 5O go,-Ogljg2 ShG 90 t (t 'fie s< 1sSjo-i ni tjSc!« •: O £I (0 <: n =J 01 2 l^i" o«->'I UJaijytnCN-O7irO1onZg<0U-04 O0-</) to• m<jUJ K)2Sitt>!sgis7}s,9k.^ Jdrowing no.M04-04(sheet 1 of 9
I "-laM5 Xc— ^6"fi?.1,' 5;B1.1C? ?S""s »f a.a O?J3 Op <8^ Q"12s S137M• tnas• CT>o■fo4^9oU; o<_26-0«»eol«: 1/2' • I"[revisions: 1nodotebydescfiDtionIRCV BCCO COtfUCNTSrC0.0$.12NO CK4NGC THIS SHCHG07.14,14UPDATED TO 2014 P9CH01,17,»6UPOATEO TO 2017 P^C11.20UPDATED TO ?020 FBCALUMINUM TUBE MULLIONSE.S. WINDOWS, LLC3550 N.W. 49 STREETMIAMI, FL. 33142m. (305) 638-5551 FAX. (305) 636-5158AL-FAROOQ CORPORATIONENGINEERS & PRODUCT DEVELOPMENT9360 SUNSET DRIVE. SUITE 220MIAMI. FLORIDA 33173 (C-4.A'. 3538)TEL. 1305) 264.8100 FAX. <30S) 263.6978fcc:MULU0N\U04-04ESW
DESIGN LOAD CAPACITY - PSK (TUBE MULUONS)DESIGN LOAD CAPACITY - PSF (TUBE MULUONS)DESIGN LCAD CAPCITY -PSF (TDBE MUUJONS)1 X 3I X 41 X 3CUSTOM1 X 4CUSTOM2X6STD.2X6STD.2X6HEAVY1 X 3STD.1 X 3CUSTOM1 X 4CUSTOM2X5STD.2X6STD.2X6HEAVYWINDOW DIMS.1 X 3STD.1 X 4STD.1 X 3CUSTOMCUSTOM2X5STD.2X6STD.2X6HEAVYWIDTH (W)UULL SPAN2X32X4STD.WIDTH (W)MULL SPANSTD.STD.STD-WIDTH (W)MUU. SPANSTD.STD.19-1/8"26-1/2'30*37*42*48*54*60*66"38-3/6"tso.o150.0150.015Q.0ISO.O150.0150.019-1/6"26-1/2'30"37"42"48"54"60"66"72'75.3143.0116.2150.0150.0150.0ISO.O19-1/8"26-1/2*30*37*42*46*54*60"65"72"120*-38.227.555.997.7150.0150.0ISO.OISO.O1SO.O54.3103.283.9146.6150.015O0150.0-27.6-4C.370 51 lO.a15C.0150.0150.0150.0150.0150.015O-046.091.174.1129.5150.015O.0150.0-24.4-35.662.397.9150.0iso.o150.0150.0150.0150.0150.015O.038.973.960.1105.01500150.0150.0---28950.579.3145.1150.0150.0150.0150.0150.0150.0150.034.365.152.992.5142.5150-0150.0---25.444.569.9127.8140.6150.0150.0ISO.O150.0150.0150.074-1/4*30.057.046.381.0124.7150.0150.0---22.338961.2111.999.4124.9150.0150.0150.0150.0150.0150.026.750.641.272-0110.6146.2150.0----34.654.4150.0150.0150.0150.0150.0150.024.045.637.064.899.7131.6150.0----31.148.969.5150.0<50.0150.C150.0150.0tso.o21.841.433.756.990.7119.6150.0150.0----28.344.561.4142.015Q.0150.0150.0160.020.038.030.954.083.1109.7----26.040.874.619-1/8*26-1/2*30*37*42*48*54*60"66*50-5/8"150.0150.0150.0150.0150.0150.0150.019-1/8"26-1/2"30"37"42*48"54*60*86*72*84*52.0110.480.3150.0150.0150.0150.0IS-l/B"26-1/2*30*37*42*46*54*60*66*72*132"-28.720.742.073.411E.B150.0150.0150.0150.0150.0150.037.579.767,9113.0150.0150-0150.0-20.7-30.353.084.3150.0127,1150.0150.0150.01600150.0150.033.270.451.299.6150.0150.0150.0150.0---26.646.874.4136.7103.0150-0150.01500150.0150-0150.026.957.141,561.0125.S150.0---21.737.960.3110.9150.0150-0150.023.750.336.571.3110.6145.9150.0----33.453.297.7126.4119.9150.0150.0ISO.O150.020.744.032.062-496.6127.6150.0----29.346.585.570.6112.3106.6150.0150.0150.0150.0-39-128.455.586.0113.5150.0----26.041.476.0101.195.9144 4150.0150.0150.0-35 225 649.977.4102.1150.0----23.437.268.457.891.987.2131,3150.0150.0150.0-32.023 345.470-492.8150.0----21.333 862 164.280.0120.4150.0150-0150.0-29.321.341.664.565.1150.0-----31.057.019-1/8*26-1/2"30"37"42*48"54*60'66"58"150.0150.015Q0150.0150.Q150.019-1/8"26-1/2*30*37"42"48"54"60"86"72"96"34.874.753.8109-1150.015O.0150.019-1/6'25-1/2"30"37*42*48*54*60*66*72*144*---32J56.569.9150.0150.0ISO.O15C.0150.025-153.93S.B76.7133.2150,0150.0---23.340.664.9119.2150.0144.6150.0150.0150.0150.022.247.634.369.6117.7150.0150.0---20.636.057.3105.377.6123.6117.2150.0ISO.O150.0150.0-38.627.856.495.4125.6150.0----29.246.585.475.2108.9103.3150.0150.0150.0150.0-34.024.549.764.1110.B150.0---25.741.0150.0ISO.O150.0-29.621-443.573.597.0150-0----22535.865.860.3120.6150.0150.0150.0-26.5-36.665.466.2150-0----20.031.958.572.3108.7150.0150.0150.0-23.6-34.658.677.6142.0-----28.752.743.669.365.798.9150.0150.0150.0-21.63T.653.570.5129.0-----26.147.940.063.560.290 6137.6150.0150.0-29.049.064.6118.3----23.943.919-1/8"26-1/2"30*37*42"48*54*60"66*63"123.3150.Q150.0150.0150.0150.0150.019-1/8*26-1/2*30*37*42*48"54*60*66"72*108"-52.537.fi76.6134.0150.0150.0ARCHES TO BE INSCRIBE) .-HORIZONTAL MULUONWSlOE RECTANCULAR SHAPE \89.0145.3137.3150.0150.0150.0150.0-37.927,355.396.7137.7150.078.6128.4121.3150.0150.0150.0150.0-33.424.146.985.5121.7150.0\ L ^63-7104.198.3146.3150.0150.O150.027.1-39.669.396.7150.0ClAZINCPRODUCTVERTICALUULUONGLAZINGPRODUCTzo3DaV-''0l>2INC 1 ■•'"-•V.,/' MOOUCT ) ""Xs56.191.766.6130,7ISO.O150.0150.0-23.9-34.961.066.9150.049.180.275.8114.3150.0150.0150.C-20.9-30.553.476-0139.1CLAZINCPRODUCTCLA2INCPRODUCT■43.771.367,4101.6150.0150.0150.0---27.147.567.6123.75(L(A39.364.260.691.5139.7150.0150.0---24.442.760.8111.335.756-455 183 1127.0150.0ISO.O---22.238855.3101.232.753.550.576.2116.4 1 150.0150-0--20.435.650.792.7ALL LOADS ARE EXT.(+)/tNT.(-).NOTE:MULLIONS RATED IN THESE CHARTS MAY BE ORIENTEDVERTICALLY OR HORIZONTALLY.ONTERPOUTtON BETWEEN WIDTHS ALLOWED)ANCHORS TYPE 'D' AND 'E' APPUCABLE TO4". 5" AND 6" TUBE MULLIONS.ANCHORS TYPE "A". '8'. 'C*. "F* AND 'G" APPLICABLETO ALL TUBE MULLIONS.W2MULLlON SPANTYPICAL MULLIQN ARRANGEMENTSWIDTH (W) =MULLIONSPRODUCT REVISEDas complying with the FloridaBuilding CedeMOA-Ho. 20-1118.13Exi^lradon Date;. D9/16/2024B«Miam/l>ade ProduerC«(i!i^lj-jV 1 0 HMOCENSc-Kin<•>/o_io-12CD—I Ldp-to Ul(N-5-)1 5 01: O "e*nlOZ ««2~)li.o<,siJ loP^roiKing ro.i M04-04[sheet 3 of 91
DESIGN LOAD CAPACITY - PSFVINDOV DIUS.WIDTH (W)19-1/8"26-1/2"30"37"<2"48"54*60"66"72"19-1/8"26-1/2"30"37"42"48'54"60"66'72*19-1/8"26-1/2"30"37"42"48"54"60"66"72"19-1/8"26-1/2"48"54"60"38-3/8"50-5/8"ANCHORS TYPEJM.O150.0ISO.Q150.0150.0150.0_IMO_I5O.0_B5.775.5_S8J_52.9150.0150.0150.0150.055.249 7DESIGNLOAD CAPACITY- PSFANCHORS TYPEWIDTH (W)MULL SPANABCDEfG19-1/8"103.0150.0140.8150-0150.060.8121.726-1/2"74 4148.7101.6150.0150.043.987.830'65.7131.489.7150.0150.038.877.637"53.3106.572.8145.5150.031.462.946.993.864.1128.2149.227,755.448"74-1/4'41.1B2.156-1112.2130.624.248.554"36.573.049.899-7116.121.643.160"32.865.744.989.7104.5-38.866"29.959 740.681.695.0-35.372"27.454.737.474.887.1-32.319-1/8"91.1150.0124.4150.0150.053.8107.626-1/2"65.7131.589.6150.0150.038.877.630"58 1116.179.3150.0150.034.368.637"47.194.164.3128.6149.727.855-642'41.582.956.7113.3131.924.549.048"36.372.649.699.1115.421.442.954"32.364.544.188.1102.6-38.160"29.058.139.779.392.3-34 366"26.452.836.172.183.9-31.272"24.248.433.066.177.0-28.619-1/8"7S.7150.0108.9150.0150.047.194.126-1/2"57.5115.078.6150.0ISO.O34.067.930"50.8101.669.4138.8150.C30.060.037"41.282.456.3112.5131.024.346.642"36372.649.699.1115.421.442.948"31.863.543-466.8101.O-37.554"28.256.438.677.189.8-33.360"25.4so.a34.763,480.8-30.066*23.146.231.563.173.5-27.372"21.242 328.957.867.3-25.019-1/8"70.8141.796.8150.0150.041.883.726-1/2"51.1102.269.8139.7150-O30.260.430'45.290.361.7123.4143.626.753.337"36.673.250-O100.0116.521.643.242"32.364.544.186.1102.6-36.148"108"28.256.438.677.189.8-33.354"25.150.234.368.579.8-29.660"22.645.230.861.771.8-26.766"20.541.128.056.165-3-24.272"-37.625.751.459.922.2DESIGN LOAD CAPACITY - PSFWIDTH (W) UU1.L SPAN19-1/8"26-1/2"30"37"42"48"54"60*66"72"19-1/8"26-1/2"30"37"42"48"54"60"66"72"19-1/8"26-1/2"30"37"42"48"54"ANCHORS TYPE75;^54.330.026.7ANCHOR TYPES-A. 8. C. 0. E.AT HEAO/SIUyjAMBS\ ANCHOR TYPES\ F 4 C-\ AT JAUBS ONLY-HORIZONTAL UULUONARCHES TO 8E INSCRIBEDINSIDE RECTAWCUtAR SHAPEALL LOADS ARE EXT.(+)/INT.(-).NOTE:ANY ANCHOR CONDITION SHOWN HEREIN MAY COVERLOCATIONS AT HEAD, SILL OR JAMB ENDS.FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)ANCHORS TYPE 'D' AND "E" APPLICABLE TO4". 5" AND 6" TUBE MULLiONS.ANCHORS TYPE 'A'. 'B', "C. 'F' AND 'G' /W^PLICABLETO ALL TUBE MULLIONS.as camplying with the FloridaBunding CoaeMOA-No. 20-1118.13Exphation Dates 09/16/2024By; I'kUHafj.. -^£UlMlamt^ade Produet'CoktrelTYPICAL MUILIQN ARRANGEMENTSGLAZINGPRODUCTVERTICAL' UULUONGLAZINGPRODUCTMULUONW1\ W2V'-T" glazing1 PRODUCT -\.siGLAZINGPRODUCT\ ANCHORDetail #iGLAZINGPRODUCT*MULUON SPANB. C, 0. E.AT HEAD/SIU/JAMBSWIDTH (W)ANCHORS:0V 1 0drawing noM04-04fshd^l 4 of 9(0z0 Hh uIE q0 2fi. £B o0 5OgS'SO 9-0 «A* ^< s«n"2^ %a 5g iuj rt>g2ltii;"1 o S3 "■ e«1 oQ E SS S j<*) s Mo S N□W ^ $ SZ 5 J •»'U -o 3 |i!
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