HomeMy WebLinkAboutProduct Approval- Mullions Miami-Dade County Building L Nof) Z0 - 18 ,
Product Information for N.O.A. 20-1118.13 W�t�trl ` l
NOA 20-1118.13 _(library/productcontroUnoa/20111813.pd
Superseded—BY
File Status File Approved REVIEWED FOR
CODE COMPLIANCE
File Classification High velocity hurricane zone
Category Windows ST. LUCIE COUNTYBOCC
Subcategory Mullions
Material Aluminum
Applicant E.S.Windows,LLC(pc-result detail app.agp?app alias=102041)
Expiration—Date September/16/2024 F1 ile COPyA
Impact—Rate Large and Small Missile Impact
Maximum_Design_Pressure_Positive 150
Maximum_Design_Pressure_Negative 150
Description Clipped, Extruded Aluminum Tube Mullion-L.M.I.
Green—Sustainable—Attributes NONE
For a detailed description on the File Status,click the NOA File Status Key_(,L50ding/pc-result key app.asp_)
Page Last Edited:Wed Jan 25,2017 10:40:27 AM
MIAMEOADE
7/30/2021 -Miami-Dade County
Miami-Dade County Building
Product Control Search
Detail Applicant Information
Applicant E.S. Windows, LLC
Contact Samir Sabagh
Address 3550 NW 49th Street
City Miami
State Florida
ZipCode 33142
Phone (305) 342-0890
Fax (305) 624-7767
Email ssabagh@energiasolarsa.com
Internet
You may also be interested in other N.O.A.files approved for the above Applicant
NOA Description Expires
20-1208.07 Series"EL200"Aluminum Horizontal Rolling Window-L.M.I. January/19/2022
(library_/productcontrol/noa/20120807.pdf
17 1114.07 Series"EL-100"Aluminum Single Hung Window-L.M.I. MaY/4/2022
ftibrary_/productcontrol/noa/17111407.pdf
I
20-0427.11 Series EL400-10 Aluminum Slding Glass Door-LMI July/20/2022
(library-/productcontrol/noa/20042711.pdf
1.
20-1118.06 Series EL400 Aluminum Siding Glass Door-LMI July/20/2022
,(library_/productcontrol/noa/20111806.pdf
20-1118.07 Series"ES-9100"Aluminum Outswing Door-SMI October/12/2022
(library_/productcontrol/noa/20111807.pdf
16-0617.03 ! Series EL300 Aluminum Swing Door- LMI January/4/2023
(library2productcontrof/noa/16061703.pdf
20-1118.08 ES Series 6500 3-Track Aluminum Sliding Glass Door-LMI March/28/2023
(library_/productcontroUnoa/20111808.pdf
).
20-0915.02 Series"5000"Outswing Aluminum Casement Window-L.M.I. April/3/2023
(library2p-Loductcontrol/noa/20091502.pdf
https://www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=102041 1/4
7/30/2021 -Miami-Dade County
NOA Description Expires
20-1118.03 Series"ES-8000"Aluminum Window Wall System -L.M.I. April/3/2023
(library_/productcontrol/noa/20111803.pdf
20-1223.01 Series"EL-150"Aluminum Fixed Window-.L.M.I May/18/2023
(library_/productcontrol/noa/20122301.pdf
18-0129.06 Series 6100 Aluminum Sliding Glass Doors w/Reinforcements-SMI June/14/2023
(tibrary-/productcontrol/noa/18012906.pdf (Wet Glazed)-SMI
21-0212.02 Series"7000"Aluminum Window Wall System- L.M.I. July/25/2023
(library_/productcontrot/noa/21021202.pdf
20-1118.09 ES series 6500 Aluminum Sliding Glass Door w/Reinforcements- September/19/2023
(library_/productcontrollnoal201118Og,pdf LMI
20-1118.10 Series"ES-6600 Ultra Dry-Glazed"Aluminum Sliding Glass Door w/ September/19/2023
(Library Reinforcements Reinforcements-S.M.I.
20-1118.11 -Awl Series"ES-6500 Ultra". Aluminum Sliding Glass Door w/ September/19/2023
(library_/productcontrol/noa/2011181lop Reinforcements-L.M.I.
20-1116.03 Series"ES-5500"Aluminum Project Out Window-L.M.I. October/11/2023
(library_/productcontrol/noa/20111603.pdf
20-1116.04 Series"ES-5600"Aluminum Project Out Window-S.M.I. October/25/2023
(library_/productcontrol/noa/20111604,pdf
20-0915.01 Series"1000/1050"Aluminum Single Hung Window-L.M.I. November/6/2023
(library_/productcon trol/noa/20091501.pdf
I.
20-1202.06 Series"2000/2050"Aluminum Horizontal Sliding Window- L.M.I. November/6/2023
(library-/productcontrol/noa/20120206.pdf
20-1208.091 Series"1500"Aluminum Fixed Window-L.M.I. November/6/2023
(library_/productcontrol/noa/20120809.pdf
21-0212.03 Series 7100"Aluminum Window Wall System-S.M.I. November/7/2023
(library_/productcontrol/noa/21021203,pdf
I
20-1208.11 Series"1100WW"Aluminum Single Hung Window-S.M.I. December/13/2023
(library_/productcontrol/noa/20120811.pdf
https://www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=l02041 2/4
7/30/2021 Miami-Dade County
NOA Description Expires
20-1208.12 Series"1000WW"Aluminum Single Hung Window- L.M.I. December/13/2023
(library_/productcontrol/noa/20120812.pdf
21-0113.10 Series Q3000Q Aluminum Outswing French Doors w/wo Sidelites December/20/2023
(library_/productcontrol/noa/21011310.pdf (reinf/un-reinf)A L.M.I.
I
18-0319.09 Series"9000t"Aluminum Outswing French Door w/wo Transom- December/24/2023
(library_/productcontrol/noa/18031909.pdf L.M.I.
21-0408.07 Series"4000"Aluminum Sliding Glass Door w/reinforcements- March/18/2024
(library_/productcontrol/noa/21040807.pdf L.M.I.
18-1004.05 ES Series 6000 3-Track/Corner Aluminum Sliding Glass Doors August/22/2024
(library_/productcontrol/noa/18100405.pdf w/`^/o Reinforcements-LMI
18-1004.06 ES Series 6100 3-Track/Corner Aluminum Sliding Glass Doors August/22/2024
(library_/productcontroUnoa/18100406.pdf w/`^o Reinforcements-SMI
1.
16-1130.03J ES Series 6000 Aluminum Sliding Glass Doors w/wo September/5/2024
(library-/productcontrol/noa/1611300 pdf Reinforcements-LMI
I
16-1130.04 ES Series 6100 Aluminum Sliding Glass Doors w/wo September/5/2024
(library_/productcontrol/noa/16113o04.pdf Reinforcements-SMI
20-1118.12 ES Series 6600 3-Track Aluminum Sliding Glass Door- SMI September/16/2024
(library_/productcontrol/noa/20111812,pdf
I
20-1118.13 19 Clipped, Extruded Aluminum Tube Mullion-L.M.I. September/16/2024
(library/productcontrol/noa/20111813.pdf
_ Series"9500"Aluminum -
21 0127.07 um Fixed Window L.M.I.
October/20/2024
(library_/productcontrol/noa/21012707.pdf
20-1208.10 Series"9500"Aluminum Window Wall System- L.M.I. October/28/2024
(library_/productcontrol/noa/20120810.pdf
I
20-1116.02 Series"ES-P252 Thermally Broken"Aluminum Fixed Window- January/16/2025
(library_/productcontrol/noa/20111602.pdf L.M.I.
1.
20-1202.07 Serie"2100"Aluminum Horizontal Sliding Window-S.M.I. February/10/2025
(library-/productcontrol/noa/20120207.pdf
https://www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=102041 3/4
7/30/2021 -Miami-Dade County
NOA Description Expires
20-0310.13 Series"ES-H340 Thermal"Aluminum Single Hung Window- L.M.I. June/25/2025
(tibrary_/productcontrol/noa/20031013.pdf
21-0510.03 Series"ES-1-1340 Thermal"Aluminum Single Hung Window-S.M.I. June/25/2025
(library-/productcontrol/noa/21051003.pdf
20-0730.02 Series"1100"Aluminum Single Hung Window-S.M.I. August/11/2025
(library_/productcontrollnoal20073002.pdf
20-1208.08 Series"1600"Aluminum Fixed Window-S.M.I. March/31/2026
(Ibrary-/productcontrol/noa/20120808,pdf
20-1202.04l Sereis"ES-SW340 Thermally Broken"Aluminum Horizontal Sliding August/25/2026
(library_/productcontrol/noa/20120204.pdf Window- L.M.I.
20-1202.05 Series"ES-SW340 Thermally Broken"Aluminum Horizontal Sliding August/25/2026
(library-/productcontroUnoa/20,20205.pdf Window-S.M.I.
20-1118.02 Series"ES-8000T Thermally Broken"Aluminum Window Wall August/25/2026
(library_/productcontrol/noa/20111802 pdf System-L.M.I.
20-1118.04 Series"ES-P252 Thermally Broken"Outswing Aluminum Casement August/25/2026
,(library-/productcontroi/noa/20111804.pdf Window- L.M.I.
20-1116.01 Series"5100 Fixed Casement"Aluminum Fixed Window-L.M.I. September/22/2026
(library-/productcontrol/noa/20111601,pdf
1.
20-1118.05 ! Series"ES-P252 Thermally Broken"Outswing Aluminum December/22/2026
(library_/productcontrol/noa/20111805.pdf Casement Window-S.M.I.
Page Last Edited:Wed Jan 25,2017 10:40:17 AM
MIAMI
RM13
https://www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=102041 4/4
M IAM I•D1AD NIIAMI-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 ADMNISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildin¢
E.S.Windows,LLC
3550 NW 49`h 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 Hurricane Zone.
DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion-L.M.L
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.
MIAMI-DADE COu NOA No.20-1118.13
..�rj •. , Expiration Date: September 16,2024
Approval Date: February 18,2021
T Page 1
V
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 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-Hinged Door Systems per AAMA 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
sealed by Joseph Chan,P.E.
(Submitted under NOA No. 04-0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 01/12/18,prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad,P.E.
(Submitted under NOA No. 18-0205.05)
2. Glazing complies with ASTM E1300-09
P
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
&NO Exception Taken ".___ Rnk*
❑ Make Cb'rrectiot�'AVAL
❑ Review and Resubmit None.❑ Not Reviewed i
Submittal is reviewed only as to general conformity with design concept of the
Project and general compliance with the information given in the Contract
Documents.Corrections and/or comments made as part of this submittal review
do not relieve contractor of responsiboity from conformance with the Contract
Documents,applicable codes,and laws-ail of which have priority over this
Submittal The design professional does not warrant or represent that the
information within the submittal is either accurate or complete.Sole responsibility Manuel Perez,P.E.
►or correct design,details,aril dimensions shall remain with the!Tarty providing Product Control Ex r
the submittal Contractor is responsible for all dimensions,qua:;.lies and NOA 18.
Rertrxmance requirements to be confirmed and correlated at the job site.for an Expiration Date: September 16, 24
infom►afion that pertains leiy to the tabrication processes or to techniques of
yhnatroction.for all coo ation of the+r-ork of des;for assuring Approval Date: February 18,2021
;ons;slency with the^ t I Documents; 7or performing the work in a sate E—1
and'utistactory ma er.
.JAMES P. GO ARC [TECT, AR000 78C
Qfk4t:4wwd aY 31UL 2 8 2021
r)wnr
L.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(coNTEwED)
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. 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. 04-071Z01)
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. .
Product Control Ex r
NOA N .20- 18.
Expiration Date: September 1 4
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,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.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61
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 61 Edition (2017),with FBC
71 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.
f, AA
0 1
Manuel Perez,P. .
Product Control Ex
r
N&No.20- 18.1
Expiration Date: September 16,
Approval Date: February 18,2021
E-3
U �
a
0
r
' Z p�pI
II ou no ----, c p n q o
-A F
3.000 3 E l i yi TYPICAL d
I�' Ji I II —GLAZING PRODUCT
h-- 0 G M
00
O
4.000 h h TYPICAL - 1.oao p it d
� -1 I WINDOW FRAME Q �d
o
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. IL 2
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED 5.000 v---�l 'J P 0'
II .I O�Q
IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 1 u Q�1 w S
1 O
6.000
RECTANGULAR ALUMINUM TUBE MULLIONS I
3.000 4.000 n
USING MULLION PROPERTIES ONLY z m
TUBULAR SHAPES
NOTES: 2.000 ALLOY- 6063-T6 0 e
J n
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE MULLIONS CONTAINING TYPICAL rl AZING PRODUCT m
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. HORIZONTAL OR VERTICAL iz a n
1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING O a, o
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS Z Z n TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE Q a .^.
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. W.0
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
O
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
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
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY c 8 R a R
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR °3i f?P R R
WATER INFILTRATION RESISTANCE ETC. u
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 999
AND TO BE REVIEWED BY BUILDING OFFICIAL m
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'.
INSTRUCTIONS: o a $
USE CHARTS AND GRAPHS AS FOLLOWS. m o
c W
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 `�\\`I F
FOR PARTICULAR OPENING.
STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT PRODUCT REVISED
APPROVAL complying
No.81223
Code
the Florida = =_
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH Building * a 5 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED NOA-No. 20.1118.13 NOVIN STEP 1 ABOVE. Ex tration Date• 9/16l2024 V 1 O 2020 B drawing n0.
USING ANCHOR TYPES ON SHEETS Y 6 THRU 9 AND ANCHOR CHARTS ` M04-04
STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING BY: i v/�� M
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Mlam pads Produe�t'C trot / /��AL���
1.000 '-
1.000 }' .125 .323 I'-z.000� r 125 �2.000- r.250 �� o
J _1
2.000 Z „ 3
1. <
+{ 1.000 f-' .125
I I� .125 LriI O
.125 4,000 J 25
4.000 3.000 d IV
3• .125 6.000 6.D00 C
.338 .323 5,000 a¢a.N1 $
.125 .125 .250 0--LL 1 0 IL O LU 0
1 q IX 1.466 IN\4 IX = 2.975 IN\4 0O
N\4 IX 2.037 N\ Sx + .977 IN\3 SX 1.487 IN\3 Z
IX .950 I
SX .634 IN\3 SX = 1.018 IN\3 U.
1 X 3 1 X 4 1 X 3 1 X 4 M
STD. MULLION STD, MULLION CUSTOM MULLION CUSTOM MULLION Q W m E
6063-T6 6063-TO 8083-T6 6D63-T5 L L L
2 OW Ix - 5.204 IN\4 Ix - 8.276 IN\4 Ix= 15.203 IN\4
-F.125 Sx- 2.082 6,\3 SX - 2.758 61\3 Sx- 5.068 IN\3 N 1
m
Z n
2000 2 X 5 2X 6 2 X 6 a R
:3r �-F.125 STD. MULLION STD, MULLION HEAVY MULLION
6063-T6 6063-T6 6063-T6 :2 J
.125 .720 I.fi90 GO J W
4.000
125 ~ 3 a n
3.000 .156 TYP. OQ Y 1.Mj
2.750
3.250
.125
2:� 1.405 J Ili O
Q
IX 1.487 IN\4 Ix = 2.976 IN\4 W M
SX .978 IN\3 Sx - 1.488 IN\3
2 X 3 2 X 4 3.750- 7i
F-- 4.500�
STD. MULLION STD, MULUON NOTCH G C
6063-T6 6063-TS OPTIONAL OFNOOT�&E:d/.
gyp{€ $
1/2' owRBR
Ty,P.
u
.125 Ed MIN. EDGE DISF. Ed, Ed= MIN. EDGE DIS1.
2.000 1/2'FOR 1/4"OIA.ANCHORS 1/2"FOR 1/4'DIA.ANCHORS5/8"FOR 5/16-DIA.ANCHORS 5/8"FOR 5/16"DIA.ANCHORSc d
MULLION CLIP MULLION CLIP g o ±e"
6063-T6 6083-T6
O
4--2.000
Ed.
PRODUCT REVISED _ Na81223 - � � �•
® as complying with the Florida
Building Code
Ed MIN.EDGE DIST. NOA-N c. 20-1118.13 c
1/Y FOR 1/4'OA.ANCHORS 8T drawin no.
ex Iratlon Date- 9/16/2024 9
5/8'FOR 5/16'DIA.ANCHORS i, �p••��'•�� f�• `�` M04-04
ANGLE CLIP Byt
6063-T5 Miam)lade Produc/'C trol 7/ A`1 1 sheet of 9
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
1X3 I X4 1 X3 IX4 1 X3 1 X 4 IIB�
CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM �Y
WINDOW DIMS. WINDOW DIMS. WINDOW DIMS.
I X 3 I X 2 X 3 2 X 4 2 X 5 2 X 8 2 X 8 I X I X 4 2 X 3 2 X 4 2 X 5 2 X 8 2 X 6 1 X 3 I X 4 2 X 3 2 X 4 2 X 2 X 8 2 X 8
WIDTH (W) MULL SPAN STD. STD.. STD. SfD. STD. STD. HEAVY WIDTH (W)MULL SPAN STD., STD. STD. STD. 5TD. STD. HHAVY WIDTH (W) MULL SPAN STD. STD. STD. STD. STD.. STD. HEAVY Z
19-1/B' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 75.3 143.0 116.2 150.0 150.0 150.0 150.0 19-1/8" - 38.2 27.5 55.9 97.7 150.0 150.0 2 1,i il ZO
26-1/2' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 54.3 103.2 B3,9 146.6 150.0 150.0 150.0 26-1/2- - 27.8 - 40.3 70.5 110.8 150.0 H W 2 9 3
30" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30" 48.0 91.1 74.1 129.5 150.0 150.0 150.0 30" - 24.4 - 35.6 62.3 97.9 150.0
37" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 37" 38.9 73.9 60.1 105.0 150.0 150.0 150.0 37' - - - 28.9 50.5 79.3 145.1 0 N`S
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 CL
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' 720" - - - 22.J 38.9 81.2 111.9 0 a N
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" - - - - 34.8 54.4 99.4 V 0 r-
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 Q'IS�m o
66" 102.2 150.0 150.0 150.0 150.0 150.0 150.0 66" 21.8 41.4 33.7 58.9 90.7 119.6 150.0 66' - - - - 28.3 44.5 81.4 C d C 0
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 $
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 73.4 118.8 150.0 Q w j 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 IL z o f 0
30" 127.1 150.0 150.0 150.0 150.0 150.0 150.0 30" 33.2 70.4 51.2 99.8 150.0 150.0 150.0 30" - - - 26.8 46.8 74.4 136.7 J 0 Q
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 50.3 110.9 Q W M f
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- 97.7 O
48' 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 96.8 127.8 150.0 48" 132' - - - - 29.3 46.5 85.5
54' 70.6 112.3 106.E 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
n
60' 87.5 101.1 95.9 144.4 150.0 150.0 150.0 60" - 35.2 25.8 49.9 77.4 102.1 150.0 60" - - - - 23.4 37.2 68.4 Z
66" 57.8 91.9 87.2 131.3 150.0 150.0 150.0 88" - 32.0 23.3 45.4 70.4 92.8 150.0 6fi" - - - - 21,3 33.8 62.1
72" 53.0 84.2 80.0 120.4 150.0 150.0 150-. 72 - 29.3 21.3 41.8 64.5 85.1 150.0 72' - - - - - 31.0 57.0 J n
19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 34.8 74.7 53.8 109.1 150.0 150.0 150.0 19-1/B" - - - 32.3 56.5 89.9 150.0 � ..
U
26-1/2' 108.6 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 25.1 53.9 38.8 78.7 133.2 150.0 150.0 28-1/2' - - - 23.3 40.8 64.9 119.2 �j
LIj
30' 95.9 150.0 144.8 150.0 150.0 150.0 150.0 30` 22.2 47.6 J4.J 69.8 117.7 150.0 150.0 30" - - - 20.8 38.0 57.3 105.3 0] �
37' 77.8 123.6 117.2 150.0 150.0 150.0 150.0 37" - 38.6 27.8 56.4 95.4 125.8 150.0 37' - - - - 29.2 48.5 85.♦ F Uj V~j a N
42" 68.5 108.9 103.3 150.0 150.0 150.0 150.0 42' - 34.0 24.5 49.7 84.1 110.8 150.0 42' - - - - 25.7 41.0 75.2 30 0,-G
4B" 58' 60.0 95.3 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 1) p m
54" 53.3 B4.7 B0.3 120.8 150.0 150.0 150.0 54" - 26.5 - 38.6 65.4 86.2 150.0 54" - - - - 20.0 J1.9 58.5 z Z 3 n
60' 48.0 76.2 72.3 108.7 150.0 150.0 150.0 60' - 23.8 - 34.8 58.8 77.6 142.0 60' - - - - - 28,7 52,7 3 Z n
66' 43.6 69.3 65.7 98.9 150.0 150.0 150.0 fib' - E34
- 31.6 53.5 70.5 129.0 66' - - - - - 28 1 47 9 J O M�+
Q
72' 40.0 63.5 60.2 90.6 137.8 150.0 150.0 -72" - - 29.0 49.0 64.6 118.3 72" - - - - - 2J.9 43.9 Q W r�•1 f�"
19-1/8" 123.3 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' - 37.8 78.6 134.0 150.0 150.0 O
26-1 2- 89.0 145E
3 1373 150.0 150.0 150.0 150.0 26-1 2- - 27.3 55.3 96.7 137.7 150.0 ARCHES TO BE INSCRIBED HORIZONTAL MULLION
/ / INSIDE RECTANGULAR SHAPE
30" 78.6 128150.0 150.0 150.0 150.0 30" - 24.1 48.9 85.5 121.7 150.0
37" 83.7 104148.3 I50.0 150.0 150.0 37" - - 39.6 69.3 98.7 150.0 GLAZING
42" 56.1 91130.7 150.0 150.0 150.0 42" - . - 34.9 61.0 86.9 150.0 PRODUCT ; $
VERTICAL O n
48" 63" 49.f 80114.3 150.0 150.0 150.0 48" tp8" 30.5 53.4 76.0 139.154' 43.7 71101.6 150.0 150.0 150.0 S4" - - - 27.1 47.5 87.6 123.760' J9.J 64 91.5 1J9.7 150.0 150.0 60" - - - 24.4 42.7 BO.B 111.J GLAZNG GLAZNGPRODUCT PRODUCT66" 35.7 58 83.1 127.0 150.0 150.0 66" - - - 22.2 J8.8 55.310172" 32.7 5} 76.2 116.4 150.0 150.0 72" - - - 20.4 35.6 50.7 92.7 GLAZING GLAZING
PRODUCT PRODUCT
ALL LOADS ARE EXT.(+)/INT.(-). o o m
NOTE: W1 W2 I MULLION SPAN I i 8 8 0
-^+ 0�urux._
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED 11111111r
VERTICALLY OR HORIZONTALLY. as complYIng with the Florida1��
INTERPOLATION BETWEEN WIDTHS ALLOWED 6allalag ede �� �,
( ) TYPICAL MULLION ARRANGEMENTS NOA-No. 20-1118.13 � '�1GENSF'•``�� Y"1 Q
wt + w2 Ex Irat�on911.612024 d
No. 23
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO WIDTH (W) = z m�m 4", 5" AND 5" TUBE MULLIONS. aTA€I � drawin ono.
Nov1 0 r2o i �(ORID�,•'' ��
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE � ••• 9
TO ALL TUBE MULLIONS. MULLIONS
M04-04
NL P ,,,\\ � sheet 3 of g
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �U
WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE ANCHORS TYPE 4•
WIDTH (W)IMULL SPAN A I B I C I D I E I F G WIDTH (W)MULL SPAN A B C D E F G WIDTH (W) MULL SPAN A B C D E F G I
0
MULLION
19-1/8' 150.0 150.0 150.0 150.0 150.0 117.7 150.0 19-1/8' 103.0 150.0 140.8 150.0 150.0 60.8 121.7 19-I/8" 63.7 127.5 87.1 150.0 150.0 37.6 73.3 Z q
26-1/2" 14.3.9 150.0 150.0 150.0 150.0 85.0 150.0 26-1/2" 74.4 148.7 101.6 150.0 150.0 43.9 87.8 26-1/2" 46.0 92.0 62.9 125.7 146.4 27.2 54.3 0 W zp
30' 127.1 150.0 150.0 150.0 150.0 75.0 150.0 30' 65.7 131.4 89.7 150.0 150.0 38.8 77.6 30" 40.6 81.3 55.5 111.0 129.3 24.0 48.0 w g 3
37' 103.0 150,0 140.8 150,0 150.0 80.9 121.7 37' S3.3 106.5 72.8 145.5 150.0 31.4 62.9 37" 33.0 65.9 45.0 90.0 104.8 - 38.9 0 zo
42" 90.8 150.0 124.0 150.0 150.0 53.6 107.2 42' 46.9 93.8 64.1 128.2 149.2 27.7 55.4 42" 29.0 58.1 39.7 79.3 92.3 - 34.3 0 N`p-
IL
48' 38-3/8' 79.4 150.0 108.5 150.0 150.0 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 LL
54" 70.6 141.2 96.5 150.0 150.0 41.7 83.4 54" 36.5 73.0 49.8 99.7 116.1 21.5 43.1 54" 22.6 45.2 30.8 61,7 71.8 - 26.7 0 y�m
60' 63.5 127.1 86.8 150.0 150.0 37.5 75.0 60" 32.8 65.7 44.9 89.7 104.5 - 38.8 60" 20.3 40.6 27.8 55.5 64.6 - 24.0 o 0 2 a
66" 57.8 115.5 78.9 150.0 150.0 34,1 68.2 68, 29.9 59.7 40.8 81,8 95.0 - 35.3 68" - 36.9 25.2 50.5 58.8 - 21.8 0'& M g
72' S3.0 105.9 72.J 144.7 150.0 31.3 62.5 72' 27.4 54.7 37.4 74.8 87.1 - 32.3 72" - J3.9 23.1 46.J 53.9 - 20.0 0 IL C p H
19-1/8" 150.0 150.0 150.0 150.0 150.0 89.2 150.0 19-1/8" 91.1 150.0 124.4 150.0 150.0 53.8 107.6 19-1/8' 58.0 115.9 79.2 150.0 150.0 34.2 68.4 N N a: io
26-1/2' 109.1 150.0 149.0 150.0 150.0 64.4 128.8 26-1/2" 65.7 131.5 89.8 150.0 150.0 3B.8 77.6 26-1/2" 41.8 83.7 57.1 114.3 133.0 24.7 49.4 Q W z h
30' 96.3 150.0 131.6 150.0 150.0 56.9 113.8 30' 58.1 116.1 79.3 150.0 150.0- 34.3 68.6 30" 36.9 73.9 50.5 100.9 117.5 21.8 43.6 ?a ro
37' 78.1 150.0 106.7 150.0 150.0 48.1 92.3 37' 47.1 94.1 64.3 128.8 149,7 27.8 55.8 37" 30.0 59.9 40.9 81.8 95.3 - J5.4 J ZCZ a
42' 68.8 137.6 94.0 150.0 150.0 40.8 01.3 42" 41.5 82.9 56.7 113.3 131.9 24.5 49.0 42' 26.4 52.8 38.1 72.1 83.9 - 31.2 Q W m
48" 50-5/8" 60.2 120.4 82.3 150.0 150.0 35.6 71.1 48' 84^ J8.3 72.8 49.8 99.1 115.4 21.4 42.9 48` 132" 23.1 45.2 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 88.1 102.6 - 38.1 54' 20.5 41.1 28.0 56.1 65.3 - 24.2
60" 48.2 95.3 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 - 21.6
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 o
72" 40.1 80.3 54.8 109.7 127.7 23.7 47.4 72' 24.2 48.4 33.0 66.1 77.0 - 28.6 72" - 30.8 21.0 42.1 49.0 - - 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' S},I 106.2 72.6 145.2 150.0 31.4 fi2.7 -1 ^
26-1/2" 95.2 150.0 130.0 150.0 150.0 56.2 112.4 26-1/2" 57.5 115.0 78.6 150.0 150.0 34.0 67.9 26-1/2' 38.3 76.7 52.4 104.8 122.0 22.6 45.3 7
U
30' 84.1 150.0 114.9 150.0 150.0 49.7 99.3 30' 50.8 101.6 69.4 138.8 150.0 30.0 60.0 30' 33.9 67.7 46,3 92.5 107.7 2040 40.0 w Jrj
37" 68.2 136.4 93.1 150.0 150.0 40.3 80.5 37" 41,2 82.4 56.3 112.5 131.0 24.3 48.6 37" 27.5 54.9 37.5 75.0 87.4 - 32.a W J w
42" 60.1 120.1 82.0 150.0 150.0 35.5 70.9 42" 36.3 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 H
48' 58" 52.6 105.1 71.8 143.6 150.0 3110 62.1 48' 96' 31.8 63.5 43.4 86.8 101.0 - 37.5 48' 144" - 42.3 28.9 57,B 67.3 - 25.0 30 a M
54' 46.7 93.4 63.8 127.6 148.6 27.6 55.2 54' 28.2 56.4 38.6 77.1 89.8 - 33.3 54' - 37.6 25.7 51.4 59.9 - 22.2 Z O
60' 42.0 84.1 57.4 114.9 133.7 24.8 49.7 60" 25.4 50.8 34.7 69.4 80.8 - 30.0 60' - 33.9 23.1 46.3 53.9 - 20,0 Z 3 J
- - - Z u-
66' 38.2 76.4 52.2 104.4 121.6 22.6 45.1 66' 23.1 46.2 31.5 63.1 73.5 27.3 66' 30.8 21.0 42.1 49.0
72' 35.0 70.1 47.9 95.7 111.4 20.7 41.4 72" 21.2 42.3 28.9 57.8 67.3 - 25.0 72" - 28.2 - 38.6 44.9 - - Q In N
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 MU WON W n
26-1/2' 87.6 150.0 119.7 150.0 150.0 51.8 103.5 26-1 2" 51.1 102.2 69.8 139.7 150.0 30.2 60.4 A e,C,0,E,
/ A7 HEAD/SILL/JAMBS O
ARCHES TO BE INSCRIBED
30' 77.4 150.0 105.8 150.0 150.0 45.7 91.4 30' 45.2 90.3 81.7 123.4 147.8 28.7 53.3 ANCHOR TYPES INSIDE RECTANGULAR SHAPE I�
37" 62.8 125.5 65.7 150.0 150.0 37.1 74.1 37" 36.5 73.2 50.0 100.0 116.5 21.6 43.2 AT JAMBSFONLY� < s
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 CU21NG
48" 63• 48.4 96,8 56.1 132.2 150.0 28.6 57.1 48" 108' 28.2 56.4 38.6 77.1 89.8 - 33.3 PROOVCT
54' 43.0 86.0 58.8 117.5 136.8 25.4 50.8 54" 25.1 50.2 34.3 68.5 79.8 - 29.6 VERTICAL
I c € P+R
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 z ANCHOR / O P q�q o P
B6' 35.2 70.4 48.1 96.1 111.9 20.8 41.6 66' 20.5 41.1 28.0 Sfi.l 65.3 - 24,2 GLAZING GLAZING 3 a �EfAIL�1 u PRODUCT PRODUCT r
72" 32.3 64.5 44.1 88.1 102.6 - 38.1 72" - 37.6 1 25.7 1 51.4 1 59.9 1 - 1 22.2
PRODUCT REVISED GLAZING GLAZING
complying with the Florida
PRODUCT PRODUCT
a g n ALL LOADS ARE EXT.(+)/INT.(-). Building code
s v e
NOA-No. 20-1118.13 4 0 8=C
NOTE: Ex LraHon Oata• 9/18/2024 w1 w2 I MULLION SPAN
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHORC,TYPES
By: of A,B, 0,E.
11111III1�
LOCATIONS AT HEAD, SILL OR JAMB ENDS. Miam yade Produc,YC ltrol AT HEAD/SILL/JAMBS �`�11�1 F 7jAA�
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL MULLION ARRANGEMENTS
•'',%CEN,4F•''•, n
W1 + W2
WIDTH (W) _ No.
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
4", 5" AND 6" TUBE MULLIONS. `!JU 1 0 2020 � `•, srA� drOwin no.
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE e
TO ALL TUBE MULLIONS. ANCHORS '.,'� ''• .... •' \?��
,�•, M04-04
��AiSs�011V!lL1��`�� sheet 4 of g
1/4"DIA. ULTRACON+ 1/4' DIA ULTRACON+ 1/4"DIA ULTRACON+ 1/4•DU, ULTRACON+ � 0
Ed. 2 PER CUP(1 ON EACH WING) 1 PER ANGLE Ed 2 1/4" MIN. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE m o
TYP. Z ; m
,
Jill
FFL.Al
NG CUP
FLOATING CLIP 1 BY �-J+ IFlT INSIDE MULL I I 2 X 2%1 8• O Ica 5
WOOD BUCK 11 11 SNUG FIT INSIDE MULL 'i i` �jM2µGLEB• . WOOD BUCK I I I I I I I I ALUM ANGLE
I I U jjjJJJ \ �. �l /14 SMS 1 1 t�I
L, J /14 SMS n
1 1 4. MIN.
I I 1-3/4"O.C.MM. I I Q 7 6
2 PER ANGLE I I I I 1 I 2 PER ANGLE I 1 LL Z Hp�m
Q W T f
O
N
r1�
1/4"DIA UORACON+ 1/4•DIA ULTRACON+ 1/4"DIA ULTRACON+ 1/4"DIA. ULTRACON+ Z 1p
2 PER CUP (1 ON EACH WING) 1 PER ANGLE 4 PER CUP (2 ON EACH WING) 2 PER ANCLE 0
lye—• Ed. 1"MIN. 1°
J
7
� JJ
I I 0]
I I
+ w 0 n n
II II �3M n
11 i 1 ll I I I I
I I L J I FLOATING CUP I I I f •Tj Z -R
WOOD BUCK 1 LJ I FLOATING CLIP I I I 2 BY I I I I J O
3 OR I�.I SNUG FIT INSIDE MULL I II I' �UM2CB� WOOD BUCK I��I SNUG FIT INSIDE MULL u IALU
M2µ��e• Q UI g
WOOD I I 14 SMS I I LE
V - (' /14 SMS W M
I ____________
1 I STRUCTURE 1 1-3/4,O.C.MIN. 1 1 I 1 1 1 1-3/4"O.C.MIN. I I 0
1 I I I 2 PER ANGLE I I I I 2 PER ANGLE I I
I I
ANCHORS TYPE B' ° 0
d:
1/4- DIA. ULTRACON+ BY 'DEWALT' ,0 °�g
(Fu=164 KSI,Fy-14B KSI) "d S-
ULTRACON+MAY BE HEX OR FLAT HEAD �' °c w w u z
SUBSTRATE Ed. MIN.EDGE DIST. MIN.EMBEDMENT
WOOD
CONCRETE 2-I/2" 1-3/4• ` ' �GENB�c••, $
WOOD s 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. -0.55 MIN. PRODUCT REVISED ` No 2
ALTERNATE CONCRETE f'e= 3000 PSI MIN. as complying with the Florida
ANCHOR LOCATION Building Code _ v'
NOA-No, 20-1118.13
ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUUJONS. Ex QOv 1 Q �"� �� BTA1E •. drawing no.
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Iratlon Data• 911 812 0 2 4 %'•, ����CCCC`1/`
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR By. , S•,!. .... � M04-04
ANCHORS TYPE 'A' WATER-WHITE METHACRYLATE LACQUER. Miam-Dade Produr,YC trot ,//�j ryA` 1`t\ aheef 5 of 9
3
1/4"DIA. ULTRACON+ 1/4"DIA ULTRACON+ 1/4'DIA ULTRACON+ 1/4•DLl ULTRACON+
M�
WEd2 PER CUP(1 ON EACH WING) 1 PER ANGLE Ed. 4 PER CUP(2 ON EACH YANG) 2 PER ANGLE
3" IN. IN. k n NO3
TT
T'PCLJ FLOATING CUP II I I �i - 1 2 X 2 Xm II12X 2 X 1/8- 1 SNUG FIT INSIDE MULLII 11 ALUM ANGLE1ALUM ANG 14 SMS Li h------------- FFLO1TING CUP A I I I 1-32 O.C. MIN. I I I I I Q y O
I I I I 2 PER ANGLE i � � A � i SNUG FIT INSIDE MULL i ; �yl
2J
I I I 1 I I 1 j I I #14 SMS I 1 a NLL o
I I 1 1 I I l 1 I 4 PER ANGLE I I LL Z p e @
I I 1 t I I I I 1 J f7 M
I I I I I 1 1 I I I t4
I I 1 I I I Q Nf
I I I 1 l I 1 L I 1 1 1
1 I
Ed.
V)
z
I I J n
I I J
� j I I N �g4• � (��J,,11�.t
L. n I I m J W
Ij 1 � I 1 ) I l Fes- N14
II I A I I L_ p t`i m
r 3z
0
O .M.
.� 1' .•. .' .I 1 1 Q W M�
• LOCATION OF SCREWS CONNECTING
' ,• Ed. ANGLES TO TUBES
OK ULTRACON+
2 PER CUP(1 ON EACH WING)
ANCHORS TYPE 'D' 2 e s?
APPLICABLE FOR 4". 5" AND 6" TUBE MULLIONS „ a
828s`
j 1/4- DIA. ULTRACON+ BY 'DEWALT• W"
Y 1 (Fu-164 KSI,Fy-148 KSI)
j ULTRACON+ MAY BE HEX OR FIAT HEAD t
SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT ..••
_______ J CONCRETE 2-1/2" 1-3/4• : '
L ''•• � � •L
—71 CONCRETE Pc a 3000 PSI MIN. PRODUCT REVISED
as complying with the Florida * '. _ II Q �•
Building Coda
NOA-No. 20-1118.13 I hF y
ALTERNATE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Ex lration Date g11612024 �tl a i' drowing no.
ANCHOR LOGTION CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED •���CCC"""
WITH_ !Yano�. M04-04
WATER-WHtTERMSEfHACF ATE LACQUER.tSTANT COATINGS,
AS BITUMINOUS PAINT OR
ANCHORS TYPE 'C' miam ads Produ eroi i
5/16' D ULTRACON 5/18'DU. ULTRACON U
0.
Ed. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE
IN. m o
.. TYP; +... Z n m
a€
• 0 U N 2
O
0
f 1
II II ALUM2ANGLE8• G m
�_____________1 u
FLOATING CUP 1 a&xM 8
I I SNUG FIT INSIDE MULL I I 0 1L 0 a .l
4 SMSY I I
1 i I I 4 PER 1 ANGLE I I Z D n
1 t I I i 1 Q z u. m
1 I I I IL ZH:o
JC7M
Q60.
0
m
N
N
I
z
Z
O
J h
J ✓I
\f I I I I W•
I I In ld
0 I I J
1 i 1/2•(2) I I �' 3 n
m n
1 I �
Z Z
I - 1 JQ N Ln v
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES
ANCHORS TYPE 'E' o ~�g
APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS
5/16" DIA. ULTRACON BY 'DEWALT'
(Fu-177 KSI.FY-155 KSI)
ULTRACON MAY BE HEX OR FLAT HEAD `tttl 11 fl ff
SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMEN s�, F /i
CONCRETE 3-1/B' p• � `� �', •�,tGENB�c,.•• � ,�
CONCRETE f'c 3000 PSI MIN. PRODUCT REVISED -ldtn No 81223
as cam Iyln with the Florida =* * = •
9utg C oda ;i $
.A-No. 20-1118.13
ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Ex Iration Date• 9/1B/2024 NQ'W/ I
CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED drawing no.
WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAIN OR BY: p �� FCORIDI` :
WATER-WHITE METHACRYLATE LACQUER. Mlam ade ProduelYC trot ..............L� M04-04
tltfl 11tttt� sheet 7 of g
V N
1/4-DIA.ULTRACON+ 1/4'DU.ULTRACON+ 1/4'DIA ULTRACON+ 1/4'DIA. ULTRACON+ 4 o
Ed, 2 PER CUP (1 ON EACH WINO) JANGLEI
ANGLE Ed 2 1/4"MIN. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE
a 7YP. Z m
F� 0
I z
I �* iN ?
IIL
rj FLOATING CUP I I I IIIII0 t N r
I c'�I SNUG Fit INSI II 2 X 2 X 1/8- ILJI FLOATING CUP /11 I I I ALUM ANGLE 11 � SNUG FIT INSIDE MULL ALUM2ANGLCB• ryz Q C_________ i� V14 SMS g a p Q
I 1-3I i-3/4"O.C. MIN.1 I i I I 2 PER ANGLE 1 1 Q yl= F
N
OU
o ,
N
� a10
Z u
J
w ZIw
m
I=- Nam
Z Z3J
3z�
C,
I a Ln
i.i Ln
ALTERNATE
ANCHOR LOCATION O
ANCHORS TYPE 'F' ANCHORS TYPE 'G' 0 12 e f?
AT JAMBS ONLY AT JAMBS ONLY 000
u b
1/4" DIA. ULTRACON+ BY 'DEWALT' o o
(FU-164 KSI,Fy-148 KSI)
ULTRACON+MAY BE HEX OR FLAT HEAD m o
c
SUBSTRATE jEd. - MIN. EDGE DIST. MIN. EMBEDMENT I1111111I11
MASONRY 1 2-1/2' 1 1-1/4' \\\\\ �. F
MASONRY- C-90 HOLLOW/FILLED BLOCK fm - 2000 PSI MIN. \ NSF••'•. ��� «
PRODUCT REVISED NO 9 n
as complying with the Florida �1 }•
ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Building Code
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED NOA-No. 20-1118.13 i
WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
Ex Iration Date 911 612 0 2 4 N `V�I IU 1 2 1NI1
WATER-WHITE METHACRYLATE LACQUER , BT drawing no.
By: /!2......::'rl, M04-04
Mlam=Dade Produ,r trol '� /��tALl ltl��\'\\ sheet 8 of g
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF l
WINDOW DIMS. ANCHORS QUANTITY WINDOR DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY
WIDTH (W) MULL SPAN 2 3 1 4 WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 �I
/14 SMS METAL STRUCTURE e
19-1/6" 150.0 150.0 150.0 19-1/8 150.0 150.0 150.0 19-1/B" 93.7 140.5 150.0 2, 3 OR 4 ANCHORS OR �m �
SEE CHART FOR CAPACITY 0 n ti
26-1/2' 150.0 150.0 150.0 28-1/2' 115.9 150.0 150.0 26-1/2' 67.6 101.4 135.2 TUBE MULLION O k h m Z
30' 150.0 150.0 150.0 30" 102.4 150.0 150.0 30" 59.7 89.6 119.5 F q
37" 150.0 150.0 150.0 37" 83.0 124.5 150.0 37' 48.4 72.5 96.9 ------- -------- Q IL AAFN1
42" 150.0 150.0 150.0 42' 73.1 109.7 146.3 42" 42.7 64.0 85.3 I•L70 N
Oil tOV`.o
48` 38-3/8" 140.1 150.0 150.0 48" 84" 64.0 96.0 128.0 46' 144" 37.3 56.0 74.7
54" 124.5 150.0 150.0 54' 56.9 85.3 113.8 54' 33.2 49.8 66.4 0? Q
60" 112.1_ 150.0 150.0 60' 51.2 76.8 102.4 60' 29.9 44.8 59.7 /10 H SIDE SMS 0
66' 101.9 150.0 150.0 66- 46.5 69.8 93.1 66" 27.2 40.7 54.3 I I 0
1/8-THICK ALUM CHANNEL 1 d 0 r M
72' 93.4 140.1 150.0 72" 42.7 64.0 85.3 72" 24.9 37.3 49.8 LENGTH TO FIT SNUG I 0
19-1/8" 150.0 150.0 150.0 19-1/8" 140.5 150.0 150.0 INTO MULLION i i TUBE MULLION G d
26-1/2` 150.0 150.0 150.0 26-1/2" 101.4 150.0 150.0 I I Q' Z O r
30" 150.0 150.0 150.0 30" 69.6 134.4 150.0 Q w N LL o
TUBES MAY BE NOTCHED IL Z o 1A
37" 137.8 150.0 150.0 37' 72.8 109.0 145.3 AS SHOWN TO ALLOW INSTALLATION J 0!D J
OF CLIP ANGLE
42' 121.4 150.0 150.0 42' 64.0 95.0 128.0 CAULK JOINT AFTER ASSEMBLY i Q w M E
48" 50-5/8' 106.2 150.0 150.0 48" 96" 55.0 B4.0 112.0
/14 FH SMS METAL STRUCTURE I
54' 94.4'- 141.8 150.0 54" 49.8 74.7 99.6 1-1/2'O.C. MIN. I 4j"
60" 85.0 127.4 150.0 60" 44.8 67.2 89.8 ACCESS HOLE SEE CHART ORFOR CAPACITY TUBE MULLION
66" 77.2 115.8 150.0 6B' 40.7 81.1 81.5 I In72" 708106.2 141.8 72" 37.3 56.0 74.7 ____- _ ___ ______ _____ 0 ,.
19-1/8" 150.0 150.0 150.0 is-1/8" 124.9 150.0 150.0 R
I J
26-1/2" 150.0 150.0 150.0 26-1/2' 90.2 135.2 150.0 D
30" 148.3 150.0 150.0 30" 79.6 119.5 150.0 � J
37" 120.2 150.0 150.0 37' 64.6 96.9 129.2 ------ -----
------ -----
m J Ld
_____I__ ________ N
of
42` 105.9 150.0 150.0 42' 56.9 85.3 113.8 I F [/j--)
48" 58" 92.7 139.0 150.0 48" 108" 49.8 74.7 99.6 I 3 U'
54" 82.4 123.6 150.0 54" 44.2 66.4 88.5 THIS SCREW CAN BE I I - O M
INSTALLED IN EITHER I I O FH SMS I I I I Z) o M
60" 74.2 111.2 148.3 60" 39.8 59.7 r143.4
DIRECTION q� I 2 PER CLIP j I I z Z_3
66" rE6
4 101.1 134.8 66" 36.2 54.3 W i 1"O.C. MIN. i : 3 Z L-2o
72" 1.8 92.7 123.6 72' 33.2 49.8 I I Q f�N g V
19-1/8" 150.0 150.0 150.0 19-1/8" 112.4 150.0 Q
W LO
26-1/2" 150.0 150.0 150.0 26-1/2" 81.1 121.7
1-3/4"X 2"X 1/8" (FOR 29Y TUBE) O
30" 136.5 150.0 150.0 30" 71.7 107.5 3/4"X 2"X 1/8'FOR (1 BY TUBE)
37" 110.7 150.0 150.0 37" 58.1 B7.2 116.2 ALUM ANGLE
CUT TO FIT SNUG INSIDE TUBE
42" 97.5 146.3 150.0 42" 51.2 76.8 1 102.4
48" 63" 85.3 128.0 150.0 48" 120" 44.8 67.2 89.6 2
54' 75.9 113.8 150.0 54' 39.8 59.7 79.6 c 8 ry n
ANCHORS DETAIL #1 0
60" 68.3 102.4 138.5 1 60" 35.5 53.8 71.7 o METAL TO METAL CONNECTION
66" 62.1 93.1 124.1 66' 32.6 48.9 65.2
72- 56.9 BS.J 113.8 72' 29.9 44.8 59.7 N a
19-1/8" 150.0 150.0 150.0 19-1/8" 102.2 150.0 150.0 #14 SMS/TEKS g
26-1/2- 131.1 150.0 150.0 26-1/2" 73.8 110.7 147.5 SUBSTRATE Ed. - MIN. EDGE DIST.MIN. CL TO CL SPACING
30" 115.8 150.0 150.0 30" 65.2 97.7 130.3 METAL 5/B" 1/2" c 0 =m
37" 93.9 140.9 150.0 37" 52.8 79.3 105.7 METAL= 1/8"MIN.THK. STEEL Fy = 36 KSI MIN. g c g c
42" 82.7 124. 1150.0 42' 46.5 69.8 93.1 1/8- MIN. THK.ALUMINUM (6063-T6 MIN.) .-
48' 74-1/4- 72.4 108.6 144.8 48" 132' 40.7 61.1 81.5 \\\\\IIIIIllly7
54" 64.4 96.5 128.7 54" 36.2 54.3 72.4 ����`•..FAR
i
60" 57.9 88.9 115.8 60" 32.6 2 9 65.2 ` ��',.•'L1GEN9F• �� u
66' S2.7 79.0 105.3 68' 29.6 44.4 59.2 n r
PRODUCT REVISED
=72" 48.3 72.4 96.5 72" 27.2 40.7 54.3 IN as complying with the Florida _�;•
Building Code
NOA-No. 20-1118.13 NOV O ��O
Ex Iratlon Date• 9116/2024 a drawing no.
Miam pad.ProducrC trot �y77��NAL