HomeMy WebLinkAboutMullion 20-1118.13 i
MIAMI-DADE
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.f4ov/building
E.S.Windows,LLC
3550 NW 49°i 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
revolve,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 Hurricane 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-Farooq 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 there 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.
AdIMENEMENIElk
COUNTY NOA No.20-1118.13
MIAM
® , Expiration Date: September 16,2024
Approval Date: February 18,2021
T2/5/21 Page 1 {
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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 NOA 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 tinder NOA No. 184205. 05)
Be 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-Hinged Door Systems per AAMA 1304-
02 and per FBC 24111312913 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 / 16/034 FTL-3819 , dated 06/09/03 and FTL-3820 , dated 06/09/03 , all signed and
sealed by Joseph Chan, P . E .
(Submitted under NOA No. 044712. 01)
Co CALCULATIONS
1 . Anchor verification calculations and structural analysis , complying with FBC 61"
Edition (2017) , dated 01 / 12/ 18 , prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P . E .
(Submitted under NOA No. 184205. 05)
2 . Glazing complies with ASTM E1300-09
D . QUALITY ASSURANCE
1 . Miami-Dade Department of Regulatory and Economic Resources (RER) .
I
E . MATERIAL CERTIFICATIONS
1 . None ,
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Manuel Perez, P.E.
Product Control Ex n
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NOA No. 20-1Co24
Expiration Date : September 1
Approval Date : February 18, 2021 j
E - 1
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E . S . Windows , LLC
NOTICE OF ACCEPTANCE : EVIDENCE SUBMITTED
1 . EVIDENCE SUBMITTED UNDER PREVIOUS NOA ' s (CONTINUED)
F. STATEMENTS
1 . Statement letter of conformance, complying with FBC 61" Edition (2017), dated March 28 ,
2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P . E.
(Submitted under NOA No. 194405. 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/ 190
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Manuel Perez, P.E .
Product Control Ex r
NOA No. 20-1 18 . 1
Expiration Date : September 16, 24
Approval Date : February 18 , 2021
E - 2
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E . S . Windows , LLC
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NOTICE OF ACCEPTANCE . EVIDENCE SUBMITTED
2 . NEW EVIDENCE SUBMITTED
A. DRAWINGS
1 . 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-Farooq Corporation,
signed and sealed by Jalal Farooq, P .E .
Be TESTS
1 . None ,
Co CALCULATIONS
1 . Anchor verification calculations and structural analysis, complying with FBC btu
Edition (2017) , dated 01 / 12/ 18 , and updated on 11 /04/20 to comply with FBC 711'
Edition (2020) , prepared by Al-Farooq Corporation, signed and sealed by Jalal
Farooq, P . E .
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 ,
F. STATEMENTS
1 . Statement letter of conformance, complying with FBC 6 "' Edition (2017) , with FBC
7tt' Edition (2020) , and of no financial interest, dated November 4 , 2020, issued by
AI -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/ 16/24Al
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------
Manuel Perez, P.E.
Product Control Exa r
NOA No . 20-1 18 . 1
Expiration Date : September 16, 4
Approval Date : February 18, 2021
E - 3
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---------- --;-___ -- O_ " m Z
f W
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11 UU >U II�.,�yn�mL Z n N Di
N
c _ I I 41111 m �
GLAZ TYPICAL
PRODUCT G:cl j m LL
O
If 0
Oaoo �
1.000 p a
4.000 TYPICAL .'� m m o H
I WINDOW FRAME %� I Q w j
b i 1 111 IsL,I
a'LL �l' 4'Z.2
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. i u � 4 J a W_¢
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED 5.0I00 II Q w m 2 r
IMPACT AND NON-IMPACT RESISTANT PRODUCTS. ( d
60
000 a.000
RECTANGULAR ALUMINUM TUBE MULLIONS d �. 3: —
USING MULLION PROPERTIES ONLY
TUBULAR SHAPES Z
O
NOTES —2.000 ALLOY= 6063-T6
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE = v
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA U I-
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). _ DO
w
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS _
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER HORIZONTAL OR VERTICAL ~ Ln(4�
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING O'v n ml
C)
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS z Z 3_j
TO THE BUILDING STRUCTURE. :2
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS o g
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. W
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE-
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION o o 0 0l�
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY -
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 9 W o CIS
WATER INFILTRATION RESISTANCE ETC. a
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, v u
AND TO BE REVIEWED BY BUILDING OFFICIAL.
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASO)'.
-
0 0
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
G
STE
\\\\ltl 111 ffrff O
P 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
STEP 2 USE MIAMI-DADE COUNTY APPROVED GAZING PRODUCTS -
MEETING ABOVE LOAD REQUIREMENTS. % c
-
STEP 3 USE CONNECTION TO MULLION REVISED No.AS PER PRODUCT APPROVAL. as cOmplying with the Florida f
- i
Building Code -_ Y7 _, o � Y t
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH NOA-N 20-1118.13
STEP o.4� DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED f q �I)t E�
IN STEP 1 ABOVE. Expiration Date: 9116/2024 �� drawing no.
USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTSSTEP ON By. , � �••.�<ORLOi'. 0\� M04-04
MOREHTHANEET 4THE LDESI NECT LOADS SHOR PECI ED IWITH N STEP 1ESIGN n NG ABOVE. Mlam 1 ade Produ o trol
' fflnnn\\\\ sheet 1_of 9
-� �^- �f
-q 1.000 1.000.323 --.__2000--1�.125 h"-2.OD0---{-�.250
125 � I I I o
1.000 �^ -2.000 Y Z Ig
1.000 125 .338 125 O F y P. _
-.125 .125 _� F W n o
3 .725 Q 2 2 p
4.000 ar dp C 3 G
w ry m
4.000 3.000 a0 W W
3.000 C
.125 j
m LL
6.000 6.000 O W a
.338 323 5.000 �
.125 .t25 .250 O
S- IX = 1.466 IN\4 IX = 2.975 IN\4 0 m m p n
Ix = .950 IM\4 Ix= 2.037 IN\4 Sx = .977 IN\3 Sx = 1.487 IN\3 Q w LL
SX= .634 IN\3 SX = 1.013 IN\3 Z m=c
1 X 3 1 X 4 1 X 3 1 X 4
Q mf
STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION � Z. r
_
6063-T6 6063-T6 6063-T6 6063-T6
Ix = 5204 IN\4 Ix 827E iN\4 Ix = 15.203 IN\4
-�2.000� r 125 SX = 2.082 IN\3 SX - 2.758 N\3 SX 5.068 IN\3 z m
E O
2X5 2 X 6 2 X 6 �I
_F'125 STD. MULLION STD. MULLION HEAVY MULLION
6063-T6 6063-T6 I6063-T6 Lj
720 1.690 m J W
.
25 X
4.000 -
~ a
125 i
3.000 .156 TV. ? Q m I
_ e
Z Z�IJi
2.750 3.250
.125 3 Zo _n
2.000 L1.405] ( Q i vj W�C
W r l
IX = 1.467 IN\4 ix = 2.976 IN\a l
Sx = .978 IN\3 Sx= 1.488 N\3 IL
2 X 3 2 X 4 3.750 -- 4.500� I m m
STD. MULLION STD. MULLION NOTCH o�
6063-Te 6063-T6 OPTIONAL NOTCH
1/2"_
OPTIONAL
TYP. 1/2" 0 3
TYP. ~'
� a
.125 Ed = MIN. EDGE DIST. Ed Ed = MIN. EDGE DISi.
2.000 1/2"FOR 1/4"DIA.ANCHORS 1/2"FOR 1/4"DIA.ANCHORS
5/8"FOR 5/16"CIA.ANCHORS 5/8"FOR 5/16"DIA.ANCHORS Ed.-1 c m
MULLION CLIP MULLION CLIP y o
loss
6063-T6 6063-T6 J. c w x
�2.000
Ed. PRODUCT REVISED No.61223 = -
a as complying with the Florida
Building Code
Ed = MIN.EDGE DIST. NOA-No. 20-1118.13 0 J et `�{ O
1/2"FOR 1/4"DIA.ANCHORSExpiration1 ,�h'[I S7 � dFawin no.
Date• 9H6/2024
5/8"FOR 5/16"DIA.ANCHORS ^s % ••., '`/
ANGLE CLIP gy. 'r9f„a 1 ''��9FC6R1 M04-04
6063-T5 Mlam►-pa de Produclt'Cohtrol ���i%j�j� �111�� sheet 2 of 9�_
DESIGN LOAD CAPACITY -PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) �- �J I3:
1 X3 1 X 4 1 X3 1 X4 1 X3 1 X 4 al
CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 0I
WINDOW DIMS. - - WINDOW DIMS. WINDOW DIMS.
1 X 3 1 X 4 2 X 3 2 X 4 2 X 5 2 X 6 2 X 6 1 X 3 1 X 4 2 X 3 2 X 4 2 X 5b50.
2 X 6 1 X 3 I X 4 2 X 3 2 X 4 2 X 5 2 X 6 2 X 6 a m
WIDTH(W) MULL SPAN STD, STD. STD. STD. STD. STD, NAVY WIDTH (W)MULL SPAN STD. STD, STD. STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. STD. HEAVY z n m
19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 75.3 143.0 116.2 150.0 150.0 150.0 19-1/8" - 382 27.5 559 97.7 150.0 150.0 -z N z0
26-1/2' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 54.3 103.2 83.9 146.6 150.0 150.0 26-1/2' - 27.6 - 40.3 70.5 110.8 150.0 Q 2 q J
30" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30" 48.0 91.1 74.1 129.5 150.0 150.0 30" 24.4 - 35.6 623 97.9 150.0 Oa C13T 150.0 750.0 150.0 750.0 150.0 150.0 150.0 J7" 38.9 73.9 6C.1 iD5.0 150.0750.0 37" - - - � 28.9 50.5 79.3 /45.1 Q w a
42" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 42" 34.3 65.1 52.9 92.5 142.5 150.0 150.0 42" - - - 25.4 44.5 69.9 127.8 a.0 r x
-._ _ n
48" 38-3/8" 140.6 150.0 150.0 150.0 150.0 150.0 150.0 48" 74-1/4" 30.0 57.0 46.3 81.0 124.7 150.0 150.0 48' 120" - - - 22.3 38.9 6L2 111.9 O U h m
54" 124.9 150.0 150.0 150.0 150.0 150.0 150.0 54" 26.7 50.6 41.2 72.0 110.8 146.2 150.0 54" - - _ - - 34.6 54.4 I 99.4
60" 112.5 150.0 150.0 150.0 150.0 150.0 150.0 60" 24.0 45.6 37.0 64.8 99.7 131.6 150.0 60" - - - - 31.1 48.9 89.5 a K
66" 102.2 150.0 150.0 150.0 150.0 150.0 150.0 66" 21.8 47.4 33.7 58.9 90.7 119.6 150.0 66' - - - 28.3 44.5 81.4 a 0 p a
d
72" 93.7 149.3 142.0 150.0 150.0 150.0 150.0 72" 20.0 38.0 30.9 54.0 83.1 109.7 150.0 72" - - - - 26.0 40.8 74.6 0 m 110
� m
N
19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 52.0 110.4 80.3 150.0 150.0 150.0 150.0 19-1/8" - 28.7 20.7 42.0 73.4 116.8 150.0
26-1/2' 143.9 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 37.5 79.7 57.9 113.0 150.0 150.0 150.0 26-1/2" - 20.7 - 30.3 53.0 84.3 150.0
36" 127.1 150.0 150.0 150.0 150.0 150.0 150.0 30" 33.2 70.4 512 99.8 150.0 150.0 150.0 30" - - - 26Z 46.8 74.4 136.7
37" 103.0 150.0 150.0 150.0 150.0 150.0 150.0 37" 26.9 57.1 41.5 81.0 125.6 150.0 150.0 37" - - - 21.7 37.9 60.3 110.9 Q w m S r U
42" 90.8 144.4 137.1 150.0 150.0 150.0 150.0 42" 23.7 50.3 36.5 71.3 110.6 145.9 150.0 42" - - - 33.4 53-2
41" 50-5/8' 79.4 126.4 119.9 150.0 150.0 150.0 150.0 48" 84" 20.7 44.0 32.0 62.4 96.8 127.6 150.0 48" 132" - - - 29.3 46.5 85.5
54" 70.6 112.3 106.6 150.0 150.0 150.0 150.0 54" - 39.1 28.4 55.5 86.0 113.5 150.0 54" - - - 26.0 41.4 76.0
60" 63.5 101.1 95.9 144.4 150.0 150.0 150.0 60" - 35.2 25.6 49.9 77.4 102.1 150.0 60" - - - - 23.4 37.2 68A Z
66" 1::�53O
91.9 87.2 131.3 150.0 150.0 150.0 66" - 32.0 23.3 45.4 70.4 I 92.5 150.0 66" - - - - 21.3 33.8 62.1 ^
J' o
72"
4.2 80.0 120.4 150.0 150.0 150.0 72" - 29.3 21.3 41.6 64.5 85.1 150.0 72' - - - - - 31.0 57.0 J
19-1/8 50.0 150.0 150.0 150.0 150.0 150.0 19-1/8, 34.8 74.7 53.8 109.1 150.0 150.11 150.0 19-1/8" - - - 32.3 56.5 89.9 150.0
IC)
26-1/2' 50.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 25.1 53.9 38.8 78.7 733.2 150.0 150.0 26-1/2" - - - 23.3 40.8 64.9 119.2 J W
30" 50.0 144.6 150.0 150.0 150.0 150.0 30.. 22.2 47.6 34.3 69.6 117.7 150.0 150.0 30" - - - 20.6 36.0 57.3 105.3 DO
37" 23.6 117.2 150.0 150.0 150.0 150.0 37" - 38.6 27.8 56.4 95.4 125.8 150.0 37" - - - 29.2 46.5 85.4 pj n
42" 08.9 103.3 150.0 150.0 150.0 150.0 42" 34.0 24.5 49.7 84.1 110.8 150.0 42" - - - 25.7 41.0 75.2 3O M
48" 58'
5.3 90.4 135.9 150.0 150.0 150.0 48 96, - 29.8 21.4 43.5 73.5 97.0 150.0 48' 144" - - - - 22.5 35.8 65.8 � p -j m
54" 84.7 80.3 120.8 150.0 150.0 150.0 54' - 26.5 - 38.6 65.4 86.2 150.0 54" - -_ - - 20.0 31.9 58.5 Z Z m
60" 76.2 72.3 106.7 150.0 150.0 150.0 60" - 23.8 - 34.B 58.8 77.6 142.0 60" - - - - - 28.7 52.7 7 3 0
66. 69.3 65.7 98.9 150.0 150.0 150.0 66" 21.6 - 31.6 53.5 70.5 129.0 66" - - - - - 26-1 47.9 Q !n IS72" 63.5 60.2 90.6 137.8 150.0 150.0 72" - - - 29.0 49.0 64.6 118.3 72" - - - - - 23.9 43.9 UJ n:
19-1/8' 123.3 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" - 52.5 37.8 76.6 134.0 150.0 150.0 0
26-1 2" 89.0 145.3 137.3 150.0 150.0 150.0 150.0 26-1 2" - 37.9 27.3 55.3 96.7 137.7 150.0 ARCHES TO BE INSCRIBED rHORIZONTAL MULLION
/ / _ INSIDE RECTANGULAR SHAPE--, I
30" 78.6 128.4 121.3 150.0 150.0 150.0 150.0 30" - 33.4 24.1 48.9 85.5 121.7 150.0 5
37" 63.7 104.1 98.3 148.3 150.0 150.0 150.0 37" - 27.1 - 39.6 69.3 98.7 150.0 L��GLAZING
42" 56.1 91.7 86.6 130.7 150.0 150.0 150.0 42" - 23.9 - 34.9 61.0 86.9 150.0 PRODUCT 3
VERTICAL
48" 63' 49.1 80.2 75.8 114.3 150.0 150.0 150.0 48" 103" - 20.9 - 30.5 53.4 76.0 139.1 MULLION o 0 c
54' 43.7 71.3 67.4 101.6 150.0 150.0 150.0 54' - - - 27.1 47.5 67.6 123.7 z
60" 393 64.2 60.6 91.5 139.7 150.0 150.0 60" - - - 24.4 42.7 60.8 111.3 GLAZING GLAZING Zd �)a i;
PRODUCT PRODUCT m _ 0 4
a m�o
66" 35J 58.4 55-1 83.1 127.0 150.0 150.0 66" - - - 22.2 38.8 55.3 101.2
72" 32.7 53.5 50.5 76.2 116.4 150.0 150.0 72" - - - 20.4 35.6 50.7 92.7 GLAZING GLAZING 3 i'
PRODUCT
PRODUCT
ALL LOADS ARE EXT.(+)/INT.(-).
o
W1 W2 I I MULION SPAN y $o
NOTE: -
c
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED 1111LItUrr� - �
VERTICALLY OR HORIZONTALLY. as complying with the Florida (�
Building Code �� h�`�'�•••••�f.'
(INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS NOA-No. 20-1118.13 �''t1G se •. -
ExptrationDat/e;,•,�9N6/2024 No 23 _
WIDTH (W) - wt + wz By: 7 1GL'rrrG[tGLiPw -, / -
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO - a
4 5" AND 6" TUBE MULLIONS. 2 lliam�`pade p trod 7
- __
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE cI � '•. � drawing no.
TO ALL TUBE MULLIONS. MULLIONS ORiOi" .i M04-04
/// �r� 11 \ sheet 3 of 9
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF 4ftv of
w
WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE ANCHORS TYPE o
WIDTH (W) MULL SPAN A B I C D E F I G WIDTH (W)IMULL SPAN A H I C D E F G WIDTH (W) MULL SPAN A B C ➢ E F G O
19-1/8" 150.0 - 150.0 150.0 150.0 150.0 117.7 150.0 19-1/8" 103.0 750.0 740.8 150.0 150.0 60.8 121.7 19-1/8" 63.7 127.5 87.1 150.0 150.0 37.6 75.3 Z �n Y
__ _ m
26-1/2" 143.9 150.0 150.0 150.0 150.0 85.0 150.0 26-1/2" 74.4 148J 107.6 150.0 150.0 43.9 87.8 26-1/2" 46.0 92.0 62.9 125.7 146.4 27.2 54.3 Z p
30' 127.1 150.0 150.0 150.0 150.0 75.0 150.0 30" 65.7 13t.4 89.7 150.0 150.0 38.8 77.6 30" 40.6 81.3 55.5 171.0 729.3 24.0 48.0 Q f =n
37" 103.0 750.0 140.8 150_D 150.0 60.9 121.7 37" 53.3 106.5 72.8 145.5 150.0 31.4 62.9 37" 33.0 65.9 45.0 90.0 104.8 - 38.9 a
_ O O`m
42' 90.8 r127.1
124.0 150.0 150.0 53.6 107.2 42" 46.9 93.8 64.1 126.2 149.2 27.7 55.4 42" 29.0 58.1 39.7 79.3 92.3 - 34.3 0>
_ N
48" 38-3/8" 79.4 105.5 150.0 150.0 46.9 93.8 48" 74-1/4- 41.1 82.1 56.1 112.2 130.6 24.2 48.5 48" 120" 25.4 50.8 34.7 69.4 80.8 - 30.0 O F u
54" 70.6 96.5 150.0 150.0 41.7 83.4 54" 36.5 73.0 k79.3
99.7 116.1 21.5 43.1 54' 22.6 45.2 30.8 61.7 71.8 26.7 Q U N M
60' 63.5 86.8 150.0 150.0 37.5 75.0 60' 32.8 65.7 89.7 104.5 - 38.8 60" 20.3 40.6 27.8 55.5 64.6 - 24.0 66" 57.8 78.9 150.0 150.0 34.1 58.2 66" 29.9 59.7 81.6 95.0 - 35.3 66" - 369 25.2 50.5 58.8 - 21.8 Q'Go
72" 53.0 72.3 144.7 150.0 31.3 62.5 72" 27.4 547 74.8 87.1 - 32.3 72" - 33.9 23.J 46.3 53.9 - 20.0 G 0.ism19-1/8" 150.0 150.0 150.0 150.0 89.2 150.0 19-1/8" 91.1 150.0 150.0 150.0 53-8 107.6 19-1/8" 58.0 115.9 79.2 150.0 150.0 34.2 68.4 Q 0 d
O
26-1/2" 109.1 150.0 149.0 150,0 150.0 64.4 128.8 26-1/2' 65.7 131.5150.0 150.0 38.8 77.6 26-1/2" 41.8 83.7 57.t 114.3 133.0 24.7 49a Q m Z.tJi w j
30" 96.3 150.0 131.6 150.0 150.0 56.9 t13.8 30" 58.1 ' 116.1150.0 150.0 34.3 68.6 30" 36.9 73.9 50.5 100.9 177.5 21.8 43.6 �`Z p m
37" 78.1 150.0 106.7 150.0 150.0 46.1 92.3 37' 47.1 94.1 64.3 128.6 149.7 27.8 55.6 37" 30.0 59.9 40.9 81.8 95.3 - 35.4 Q w m F
42 68.8 137.6 94.0 150.0 150.0 40.6 81.3 42' 41.5 82.9 56.7 113.3 131.9 24.5 49.0 42" 26.4 52.8 36.1 72.1 83.9 - 31.2
48" 50-5/8" 60.2 120.4 82.3 150.0 150.0 35.6 71.1 48" 84" 36.3 72.6 49.6 99.1 t15.4 21.4 42.9 48" 132" 23.1 46.2 31.5 63.1 73.5 - 27.3
54" 53.5 107.0 73.1 146.2 150.0 31.6 63.2 54" 32.3 64.5 44.1 88.1 102.E - 38.1 54- 20.5 41.1 28.0 56.1 65.3 - 24.2 iD
_ m
60. 48.2 96.3 65.8 131.6 150.0 28.4 56.9 60" 29.0 58.1 39.7 79.3 92.3 - 34.3 60' - 36.9 25.2 50.5 58.8 - 21.8 mi
66" 43.8 87.6 59.8 119.6 139.3 25.9 51.7 66" 26.4 52.8 36.1 72.1 83.9 - 31.2 66" - 33.6 22.9 45.9 53.4 - - Z
72' 40.1 80.3 54.8 109.7 727.7 23.7 47.4 72" 24.2 4H.4 33.0 66.1 77.0 - 28.6 72" - 30.8 21.0 42.1 49.0 - R
J o
19-1/8, 131.9 150.0 150.0 150.0 150.0 77.9 150.0 19-1/8" 79.7 150.0 108.9 150.0 150.0 47.1 94.1 19-1/8" 53.1 106.2 72.6 145.2 150.0 31.4 62.7 -J
26-1/2" 952 150.0 130.0 150.0 150.0 56.2 112.4 26-1/2" F28�2
115.0 78.6 150.0 150.0 34.0 679 26-1/2" 38.3 76.7 52.4 104.8 122.0 22.6 45.3 : 4
30' 841 150.0 114.9 150.0 150.0 49.7 99.3 30" 101.6 69.4 138.8 150.0 30.0 60.0 30" 33.9 67.7 46.3 92.5 107-7 20.0 40.0 W J W
37' 68.2 136.4 93.1 150.0 150.0 40.3 80.5 37" I 82.4 56.3 112.5 131.0 24.3 48.6 37" 27.5 54.9 37.5 75.0 87.4 - 32.4 D3 J of
42" 60.1 120.1 82.0 150.0 150.0 35.5 70.9 42" 72.6 49.6 99.1 115.4 21.4 42.9 42" 24.2 48.4 33.0 66.1 77.0 28.6 IZ- O7 ,n
48' S8" 52.6 105.1 71.8 ta3.6 150.0 31.0 62.1 ae" 96" 63.5 43.4 86.8 101.0 - 37.5 48" 144" - 42.3 28.9 57.8 67.3 - 25.0
54" 46.7 93.4 63.8 127.6 148.6 27.6 55.2 54" 56.4 38.6 77.1 89.8 - 33.3 54" - 37.6 25.7 51.4 59.9 - 22.2
60' 42.0 84.1 57.4 114.9 133.7 24.8 49.7 60" 25.4 50.8 34.7 69.4 H0.8 - 30.0 60" - 33.9 23.7 46.3 53.9 - 20.0
66" 38.2 76.4 52.2 104.4 721.6 22.6 45.1 66" 23.1 46.2 31.5 63.1 73.5 - 27.3 66" - 30_e 21.0 42.1 49.0 - - 3 Z
J O�
72" 35.0 70.1 47.9 95.7 111.4 20.7 41.4 72" 212 42.3 28.9 57.8 67.3 - ---25.0 72" - 28.2 38.6 44.9 - - Q.L7 S
19-1/8" 121.4 150.0 150.0 150.0 150.0 71.7 143.4 19-1/8" 70.8 141.7 96.8 150.0 150.0 41.8 83.7 ANCHOR TYPES HORIZONTAL MULLION Lil M
26-1/2" 8Z6 750.0 119J 150.0 150.0 51.8 103.5 26-1/2" 51.1 102-2 69.8 139.7 150.0 30.2 60.4 A,B,C.D,E, -�
�AT HEAD/SILL/JAMBS ARCHES TO BE INSCRIBED
30" 77.4 150.0 105.8 150.0 150.0 45.7 91.4 30" 45.2 90.3 61.7 123.4 143.6 26.7 53.3 ANCHOR TYPES INSIDE RECTANGULAR SHAPE
E d G
37" 62.8 125.5 85.7 /50.0 150.0 37.1 74.1 37" 36.6 77.2 50.0 100.0 116.5 21.6 43.2 � _ AT JAM ONLY �
42' 55.3 110.6 75.5 150.0 150.0 32.7 65.3 42" 32.3 64.5 44.1 88.1 102.6 - 38.1 \ < GLAZING
48' 63" - 96.8 66.1 132.2 150.0 28.6 57.1 48" 108" 28.2 56.4 38.6 77.1 89.8 - 33.3 'PRODUCT -
VER CAL ry
54" 43.0 86.0 58.8 117.5 136.8 25.4 50.8 54" 25.1 502 34.3 68.5 79.8 - 29.6 MULUON 4 m 000 0
60' 38.7 77.4 52.9 105.8 123.1 22.9 45.7 60" 22.6 45.2 30.8 61.7 71.8 - 26.7 zo Z `�ANCHOR i
66" 35.2 70.4 48.1 96.7 111.9 20.8 41.6 66' 20.5 41.1 28.0 56.1 65.3 - 24.2 GLAZING GLAZING a -DETAIL bt j?c
-- PRODUCT PRODUCT
72" 32.3 64.5 44.1 88.1
102.6 - 38.1 72" - 37.6 25.7 51.4 59.9 - 22.2 3
GLAZING GLAZING
PRODUCT REVISED PRODUCT PRODUCT
as complying with the Florida
ALL LOADS ARE EXT.(+)/INT.(-). Building code c g==m
NOA-No. 20-1118.13 y °
NOTE: FxRiration Date= 9/16/2024 W1 F•, W2 I MULLION SPAN
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER By,-7p�1MU { ANCHOR TYPES
LOCATIONS AT HEAD, SILL OR JAMB ENDS. f ����� A.B.C.D.E. `1111III1///
Mlam�ade Prod-Vcohtrol AT HEAD/SILL/JAMBS
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPICAL MULLION ARRANGEMENTS
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) o
WIDTH (W) = W1 + W2 z Mo. -_
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
✓� 1 4", 5" AND 6" TUBE MULLIONS. drawing no.
STATE , 'v-z
/O
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE ANCHORS a��
TO ALL TUBE MULLIONS.
7j7jnil�tt�isl� sheet 4 of 91
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1/4"DIA- ULTRACON+ 1/4"DIA ULTRACON+_ 1/4"DIA ULTRACON+ 1/4"DIA.ULTRACON+-
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it V SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT `�111 LIIfIi/ii ��
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ALTERNATE-11 CONCRETE= f'c = 3000 PSI MIN. as complying with the Florida
ANCHOR LOCATION Building Code
-- NOA-No. 20-1118.13
ALL CUPS AND ANGLES TO FIT SNUG W70 TUBE MULLIONS. ( �1 ��'' STATE drawn no.
Expiration Date• 9116l2024 . - �� 9
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED $••.
WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR B 1� '. M \L �•-.,-_. �"�i M04-04
ANCHORS TYPE 'A' WATER-WHITE METHACRYLATE LACQUER. — MaDadeP duro Ct CoJ14ro1
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CONCRETE 2- i /2" 1 -3/CONCRETE = i'c = 3000 PSI MIN. PRODUCT REVISED _ —N°. 3 —
B complying with the FloridaBuilding Code - + T- ' iNoa wo. 20"1118.13 �1 ' UX = '
ALTERNATE _ (�Pp 1 � ,� - �
FALLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS Ex Iratbn Date• 9H6I2024 ��: .:V' �� F fg, �/ ( dr°win noANCHOR LOCATION Q--, Q v °S. 9OR ANGLES CONNECTED DIRECTLY TO MASONRY TO 6E PROTECTED I ,tt �� L%' ' FtOR16P.-: -yam �:LKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR By: /�l( fI • �g`'T;^�;••• . . . . �• M04- 04ANCHORS TYPE ' C ' WHITE METHACRY ATE ACOUER. Miam��adeProdutYC , trot � q/j 1 sheet 6 Of 9 I
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APPLICABLE FOR 4°, 5 ° AND 6 " TUBE MULLIONS - � I W W W
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CONCRETE 3- 1 /8" 2" ` '� : LICENSg '••• fir, It
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as complying with the Florida
Building Code
NOA—No. 20.1118.13 a '� .��/ry�1p�� ' `'v � — O
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. f'IrZj' i (jl LU417� ��
Ex !ration Date• 9/16/2024 ® ' S - �f•`;: drawing no.
CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED R"! \�' --. q� ;
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR By: .�✓ Ey,; - •• • 'py `�� MO4-- O4_
WATER-WHITE METHACRYLATE LACQUER. m r Dade ProducYC trot ,�7 f2'. y - zo-Mia
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AT JAMBS ONLY AT JAMBS ONLY
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ULTRACON+ MAY BE HEX OR FLAT HEAD m o
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SUBSTRATE Ed. = MIN, EDGE DIST. MIN. EMBEDMENT 7 ,11i 111I ; l;y°
MASONRY 2- 1 /2"
MASONRY = C-40 HOLLOw/FlLLED BLOCK f'm = 2000 PSI MIN.
PRODUCT REVISED No. �iZe3 �\
as complying with the Rorida '
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. Building Code = �+
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED NOA-No. 204118A3 - 7 -.
.WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR M ••.
Ex gyration Date: 9/16/2024 I'" 1l! �. 0 2020 ' `� - ST� OF(j �� drowin WATER-WHITE MFTHACRYLATE LACQUER. -- "� �/ 9 no.
ey �'GG . 'toR1vA. I rn �N M04- 04
Mtampade producYCo}ttro) \�° ���`y , ��� street 8 of 9
DESIGN LOAD
PSF DESIGN LOAD
PSF DESIGN
APACITY
WIDTH WIINDOW UDLMS. CAPACITY
QUANTITY WIDTH QUANTITY DLL SPAN CNCHORS3 TH QUANTITY WIDWINDOW
D MS OAD CANCHORSULL SPAN 23 QUANTITY #14 SMS METAL STRUCTURE
19 1 /8 150A 150.0 150D 19-1 /8 150.0 150.0 150.0 19- 1 /8 93.7 140.5 150.0 2, 3 OR 4 ANCHORS 01
SEE CHART FOR CAPACITY , FTUBE MULUON Z `" ari ✓)26- 7/2" 150.0 150.0 150.0 26- ; /2" 115.9 150.0 150.026- 1 /2" 67.6 101 .4 135.2 JINNIN Z h W ( ol
30" 150.0 150.0 150.0 30" 102.4 150,0 150.0 30" 59.7 89.6 119.5 f. w m :5
_ 2
37" 150.0 150.0 150.0 37" 83.0 124.5 150.0 37" 48.4 72.6 96.9 T
- - - - - - Q y
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42" 150.0 150.0 150.0 42" 73. 1 10917 146.3 42" 42.7 64.0 85.3 C � call
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48" 38-3/8" 140. 1 150.0 150.0 48" 84" 64.0 96D 128-0 48" 144" 37.3 56.0 74.7 - - - - - - a WIN54" 124.5 150.0 150.0 54" 56.9 85.3 113.8 54" 33.2 49.8 66.460" 112,1 150.0 150.0 60" 51 .2 76.8 102.4 60" 29.9 44.6 59J # 10 FH _ _ V82/66" 101 .9 150.0 150.0 66" t6.5 69.8 93. 1 66" 27.2 40.7 54.3 " a 0 amagaim> M o
72" 93.4 140. 1 150.0 72" 42.7 64D 85.3 72" 24.9 37.3 49.8 LENGTH TO F Er X 0
150.0 150.0 150.0 19- 1 /8" 140.5 150.0 150.0 INTO TUBE MULLION Od � ¢26- 1 /2" 150D 150.0 150,0 26- 1 /2" 101 .4 150.0 150.0 r ¢ i N
30" 150.0 150.0 150.0 30" 89.6 134.4 150.0 TUBES MAY BE NOTCHED IL Z `A o
37" 137.8 150.0 150.0 37" 72.6 109.0 145.3 AS SHOWN TO ALLOW INSTALLATION J 0 m
42" 121 .4 150.0 750.0 42" 64.0 96.0 128.0 OF CUP ANGLE Q w m g F
CAULK JOINT AFTER ASSEMBLY U
48" 50-5/8" 106.2 150.0 150.0 48" 96" 56.0 84.0 112C
54" 94.4 141 .6 150.0 54" 49.8 74.7 99.6 14 FH SMS
60" ACCESS HOLE 85.0 127.4 150.0 60" 44.8 67.2 89.6 t - 1 /2" O.C. MIN. METAL STRUCTURE i
SEE CHART OR I -
FOR CAPACITY _ TUBE MULLION
1
66" 77.2 175.8 150.0 66" 40.7 61 . 1 81 .5 \ z
m
n
/ -- _ - J p
72" 70.8 106.2 147 .6 72" 37.3 56.0 747 _ _ _ - - - - - - - - - - - --- - - -- O
19- 1 /8" 150.0 150.0 150.0 19-1 /8" 124.9 150.0 150.0 J
J
26- 1 /2" 150.0 150.0 150.0 26- 1 /2" 90.2 135.2 150,0 /'
30" 748.3 150.0 150.0 30" 79.6 119.5 150.0 - - �t 7 ' II U
37" 120.2 150.0 150.0 37" 64.6 96.9 129.2 - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - M J w
42" 105.9 150.0 150.0 42" 56.9 85.3 113.8 - - -� i - -y N n
48" 58" 92.7 139.0 150.0 48" 108" 49,8 74.7 99.6 I i I I' i I I 3
54" 82.4 123.6 150.0 54" 44.2 66.4 88.5 THIS SCREW CAN BE li � O < raj
60" 74.2 111 .2 148.3 60" 39.8 59.7 79.6 INSTALLED IN EITHER I I \ # 10 FH SMS
DIRECTION Tjy m I � 2 PER CUP Z_ Z 'O
66" 67.4 101 . 1 134.8 66" 36,2 54.3 72.4 w �1y 1 ` O.C. MIN. I I 3 Z 0
72" 61 .8 92,7 123.6 72" 33.2 49.8 66.4 I I I i - 4 O
j I
19- 1 /8" 750.0 150.0 150.0 19-7 /8" Q
112.4 150D 150.0 �JL� F
26- 1/2' 150.0 150.0 150.0 26- 1 /2" 81 .1 121 .7 150.0 1 -3/4" X 2" X 1 /8" (FOR 2BY TUBE) ! r 0
30" 136.5 150.0 150.0 30" 71 .7 10Z5 143.4 3/4" X 2" X 1 /8" FOR (1BY TUBE) _/
37" 110,7 150.0 150'0 37" 58. 1 87-2 116.2 ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE
42" 97.5 146,3 150.0 42" 51 .2 76.8 102,4 G o
48" 85.3 128.0 150.0 48" o '
63" 120" 44.8 67.2 89.6 Imo,
54" 75.9 113.8 150.0 54" 39,8 59.7 79.6 ANCHORS DETAIL1 0` o "
60" 68.3 102.4 136.5 60" 35.H 53.8 71 .7 - 2 o-
66" W METAL TO METAL CONNECTION 62.1 93. 1 124. 1 66" 32.6 48.9 65.2 o 3 0
72" 56.9 85.3 1 113.8 1 72" 29.9 44.8 59,7 v o
#14 SMS/TEKS
19- 1 /e" 150.0 150D 150,0 19- 1 /8" 102.2 150.0 150.0
26- 1 /2" 131 .1 150.0 150.0 26- 1 /2" 73.8 110.7 147.5 SUBSTRATE Ed, MIN. EDGE GIST. IMIN. CL TO CL SPACING
30 750 30" 115.8 150 METAL 5/8" 1 /2" c y $
.0 .0 " 65.2 97.7 130.3 0
o
37" 93.9 140.9 150.0 37" 52.8 99.3 105,7 METAL = 1 /8" MIN. THK. STEEL Fy = 36 KSI MIN. - _
42" 82.7 124.1 150.0 42" 46.5 69.8 93. 1 t /8" MIN. THK. ALUMINUM (6063-T6 MIN.) �
48" 74- 1 /4" 72.4 108.6 144.8 48" 132" 40.7 61 ,1 81 .5 111 tll ' ---'
ltttl ! !!J!!
54" 64.4 96.5 128J 54" 36.2 54,3 72.4 -
60" 57.9 86.9 t 15.8 60" 32.6 48.9 65.2 � QQ.-
66" 52.7 79.0 105.3 66" 29.6 44.4 59.2 I `o n
d R •'•._ ,.� .
72" 48.3 72.4 96.5 7z" 27.2 40.7 5a.3 - PRODUCT REVISED _ �;o, gmmmg
as complying with the Florida _
Building Code ,igg- - a N t
NOA-No. 20=1118=13 NOV i q+hh , O
Expiration Date: 9/16/2024 O "20 AT8 / ' ; 7• 4 crowing no .
7y1� ✓� � : 2ORIgP.- ' �
By: �lI tT/ �.;; M04-04
MiamFDade Produc,YC trot ! gall
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�! / / Rl : 110 sheet 9 of 9