HomeMy WebLinkAboutProduct Approval (2) 11/24/21,8:41 PM Florida Building Code Online
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Product Approval or
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Pmdud Approval Menu>Pmduct or Application Searrn>Application Ust>Appliudon Detail
t f+" FL? FL35984-R2
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
z
Comments �7l e 7
Archived lYl�.1.
Product Manufacturer E.S.Windows,Inc. �ev
Address/Phone/Ematl 10653 NE Quaybridge Ct.Miami,FL 33138 ,,yy�.aap-v(305)624-7775 ' Ftl ■R
achamorro@eswllc.com V i
Authorized Signature Jalal Farooq CODE LIANCE
veronica@afceng.com CT T
Technical Representative Manuel Perez M ■ s L CIE COUNTY
Y
Address/Phone/Email 10653 NE Quayhridge Ct. ®CC
Miami,FL 33138
maph@bellsouth.net
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method cation Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By JAVAD AHMAD PE,INC.
„9 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By .
Product Approval Method Method 1 Option A
Date Submitted 05/30/2018
Date Validated 06/03/2021
Date Pending FBC Approval -
- Date Approved 06/04/2021
Summary of Products
FL# I Model,Number or Name Description
15984.1 Series Clipped Extruded Aluminum Tube Mullion Large missile Impact resistant aluminum tubelmullion.
Limits of Use Certification Agency:Certificate
Approved for use in HVHZ:Yes FL15984 R2 C CAC Alum Tube Mullion(LMI)-NOA 20.1118-13.pdLgdt
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
!1 Impact Resistant:Yes 09/16/2024
Design Pressure:+150/-150 Installation Instructions
Other:See attached limitations of use for installation Instructions. FLI5984 R2 II Alum Tube Mullion fLMI)-NOA 20.3118-13.pdf pdt 1
FLI5984 R2 II Limitations Of Use.p�t
Verified By:Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
Comae!Us::2601 Blair Stone Road.Tallahassee R 32399 PM1one:850.4a7-1B21
The State of Florida Is an AA/EEO employer.CC1 Attessl 111,Statement::Refund Statement
Under Florida law,email Addresses ere public records.If you do not want your e-mail address released In response to a public-records request,do net send ded—ic mall to this entity.Instead,anted the office by phone or by-shU.nal mall.11 you have any questions,
please contact B50.487.1395.•Pursuant to Sedlon 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The email,provided may be used far official
communication with the licensee.However email addresses are public retard.If you do not wish to supply a pe,.mal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please dirk here.
Product Approval Accepts,
Credit Card
Safe
https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsDdFYerPIwHNrfWOyIrFQUb%2bIrzwaLMOxo%d2fv5gcl wa3Q%3d%3d 1/2
MIAMI-DADE MIAMI-DADE COUNTY
® PRODUCT CONTROL SECTION
11865 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(7861 315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mtamidade.gov/building
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-Dadei 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.I.
APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mdlions", sheets 1 through 9
of 9,dated 04/26/04,with revision I dated 11/05/20,prepared by AI-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•UADE NOA No.20-1118.13
couNTY
® ® Expiration Date: September 16,2024
Approval Date: February 18,2021
T2/5/21 Page 1
E.S. Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
III
A. DRAWINGS
1. Manufacturers 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. I8-0205.05)
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.Er
(Submitted under NOA No. 04-0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
(Submitted under NOA No. 18-020.;.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 n r
NOA No.20-1 18.1
Expiration Date: September 16, 24
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 I
1. Statement letter of conformance,complying with FBC 61h 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, alllissued by Fenestration
Testing Laboratory, Inc. and all signed and sealed by Joseph G. 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 Ex r
NOA No.20-1 18.I
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,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 61h
Edition (2017), dated 01/12/18, and updated on 11/04/20 to,comply with FBC 71h
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 61h Edition (2017), with FBC
711 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.
14 k W&z
Manuel Perez,P.E.
Product Control Exa r
NOA No.20-1 18.1
Expiration Date: September 16, 24
Approval Date: February 18,2021
E-3
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3.000 i$ 3 E 1Jill �TYPICAL IL
GLAZNG PRODUCT O y m
a Q a: p
- �1.000 0 OR r
4.000 TYPICAL Z OJ N
WINDOW FRAME W I Q M IL 6
jI II IIIII II {L ZNID
lr.'.�1JL__- �s�LJD IJ
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. v � v J Z Q w
5.000
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED it w m F r
IMPACT AND NON-IMPACT RESISTANT PRODUCTS. IIII'•,IIL�IIII�IIII 0 C
L� N
6.000 - -3p00 4.000 n
RECTANGULAR ALUMINUM TUBE MULLIONS z r
USING MULLION PROPERTIES ONLY I I TUBULAR SHAPES O
NOTES b-2.000—a1 ALLOY = 6063-T6 J n
7
THIS PRODUCT HAS BEEN.DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA
4
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). UJ _J w
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
APPLICAdLc BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER HORIZONTAL OR VERTICAL ~ vi
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING : :0
m
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS z IZ 3i .
TO THE BUILDING STRUCTURE. 2� o
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS Q Uj 0<J
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. W M -•
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE o B
REQUIREMENTS OF-THE 2017/2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. - _ _ _ _ _ _ c
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION C
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY g m o 0
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR a
WATER INFILTRATION RESISTANCE ETC. o e a
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. Li
INSTRUCTIONS: v W
USE CHARTS AND GRAPHS AS FOLLOWS. LtLll lll,yi�i�i, 0
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 `�� � .F;
FOR PARTICULAR OPENING. `�� 'LtCENSF•'•, i j; o
STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS j
MEETING ABOVE LOAD REQUIREMENTS. i;
USE CONNECTION TO MULLION AS PER PRODUCT USE REVISED No.87223
T�F,J' 3 as campiying with the Florida
APPROVAL. Building CodeSTEP a
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH NOA-No. 20.1118.13 i Tl yy ^^ /Fl 9f'' �-0 q: O
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED J� 1 V '1-•L1 ••��
IN STEP 1 ABOVE. Ex Iration Date- 911 612 0 2 0 •., S drawing no.
STEP USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS By: i���'•F<ORIDP,.��O�; M04-04
ON , SELECT ANCHOR TYPE WITH
MORE THAN SHEET
DESIGN LOADS SPECIFIED DINSISTEP 11TI ABOVE. Miam pade ProducrCo trot
-1 1.000 r V
-q
2.000-11.000 ��.125 .323 I^ r.125 I"�2.000��.250 �� O
J
1.000 2.000 o
�j 1.000 Imo- 125 .336 r.125 Z 1- y cni
I I J{ .125 J- O W
.125 .f 25 Q f ?n
4.000 Op`0
4.000 3.000 a W W
3.000 125 I O j LL
m
L-J
6.000 6.000 O m
.338 .323 5.i00 Cr.125 .125 I .250 Q d In appi
,- Ix = 1.466 IN\4 Ix = 2.975 IN\4 I O 0 N O m
Ix = .950 IN\4 IX = 2.037 IN\4 SX = .977 IN\3 SX = 1.487 IN\3 W j LL N
Sx = .634 IN\3 SX = 1.018 IN\3 I Z_
1 X3 1 X4 1 X3 1 X4 Jc2�Q �
STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION Q w 0
6063-T6 6063-T6 6063-T6 6063-T6 Li
0
N
�
Ix = 5.204 IN\4 Ix 8.276 IN\4 Ix = 15.203 IN\4 2.000--{_F 125 SX = 2.082 IN\3 SX = 2.758 IN\3 SX = 5.068 IN\3 i 1
I n
'Z
�2.000 2 X 5 2 X 6 2 X 6 b� J n
�.tz5 STD. MULLION STD. MULLION HEAVY MULLION I�
6063-T6 6063-T6 6063-T6
J w
.125 .720 1.690 DO J LLJ
K
4.000 F In�� ui
3.000 125 .156 TIP. 01,
M m
Z Z 3 J b
L L li^
.125 2.750 3.250 I Q n
2.00� 1.405-� �
Lil 7< w
Ix = 1.467 IN\4 Ix = 2.976 IN\4
SX = .978 IN\3 SX = 1.488 IN\3
2 X 3 2 X 4 I3.7so {�4.500 �!
STD. MULLION STD. MULLION
NOTCH
6063-T6 6063-T6 OPTIONAL NOTCH u i r g
1/2• OPTIONAL a m o 0 0
TYP. 1/2+ _ o
_- TYP. <o S
.125 Ed = MIN. EDGE DIST. Ed Ed = MIN. EDGE DIST.
2.600 - 1/2" FOR 1/4"DIA.ANCHORS 1/2" FOR 1/4+DIA.ANCHORS a
5/8"FOR 5/16' DIA.ANCHORS 5/8'FOR 5/16" DIA.ANCHORS Ed• y o _
MULLION CLIP MULLION CLIP o ^
6063-T6 6063-76
�2.000
Ed. PRODUCT REVISED No.81223 a
o as comp in with the Florlda
Building
Ed MIN.EDGE DIST. NOA-No. 20-1118.13 I.'"'� 0 �� O
1/2"FOR 1/4" DIA.ANCHORS E Iration Dato• 8M6�2 ® ST �� drawing no.
'5/8"FOR 5/16 DIA.ANCHORS B • i���•.FCORI ���� M04-04
ANGLE
6063-5LIP Mlam ado Produe,!'Co trot ',7_r7/�i®0111110\- sheet 2 of 9
DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) �U w
1 X 3 1 X 4 1 X 3 1 X 4 1 X 3 1 X 4 v
CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM o
WINDOW DIMS. I X 3 1 X4 2 X 3 2 X 4 2 X 5 2 X 8 2X8 WINDOW DIMS. 1 X3 1 X4 2 X 3 2 X 4 2 X 5 2 X 6 2 X 6 WINDOW DIMS. 1 X3 1 X 4 2 X 3 2 X 4 2 X 5 2 X 6 2X6 0
WIDTH(W) MULL SPAN STD. STD. STD- STD. STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. STD. HEAVY Z n
19-1/8- 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8• 75.3 143.0 116.2 150.0 150.0 150.0 150.0 19-1/8 - J8.2 27.5 55.9 97.7 e50.0 150.0 n R p i1
26-1/2' 150.0 150.0 150.0 150.0 t50.O 150.0 150.0 26-1/2" 54.3 103.2 83.9 146.6 150.0 150.0 150.0 26-1/2" - 27.6 - 40.3 70.5 110.8 150.0 f"W m �
N
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 ILO`o 2
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" - - - 25.9 50.5 79.3 145.1 0 w N
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 Fkl
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 Bt.O 124.7 150.0 150.0 48' 120" - - - 22.3 38.9 61.2 111.9 O U h u
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 99.4ia
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 4B.9 89.5 0'¢-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 0 R 0 C N
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 N N C m
O
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 Q w y LL o
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 LL?O n•
30" 127A 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.B 74.4 136.7 a Z-D F
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 lu
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 97.7
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 96.8 127.6 150.0 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 47.4 76.0 N �
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 68.4 Z
66" 57.8 91.9 87.2 131.3 150.0 150.0 150.0 66" - 32.0 23.3 45.4 70.4 92.8 150.0 66• - - - - 21.3 33.8 62.1
J o
72" 53.0 84.2 80.0 120A 150.0 150.0 150.0 72" - 29.3 21.3 41.6 64.5 85A 150.0 72- - - - - - 31.0 57.0 J
19-1/B' 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 19-1/8- - - - 32.3 56.5 89.9 150.0 2
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 78.7 133.2 150.0 750.0 26-1/2" - - - 23.3 40.8 64.9 119.2 J
W J w
30" 95.9 150.0 744.6 150.0 150.0 150.0 150.0 30" 22.2 47,6 34.3 69.6 177.7 150.0 150.0 30" - - - 20.6 36.0 57.3 105.3 03
37' 77.8 123.6 117.2 150.0 150.0 150.0 150.0 3 r - 38.6 27.8 56.4 95.4 125.8 '.50.0 37" - - - - 2'-2 46.5 85.4 H cn N 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 3:
48" 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 "� 0 M n
54" 53.3 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 3 1D
3 Z o
60' 48.0 76.2 72.3 108.7 150.0 150.0 150.0 60' - 23.8 - 3468 58.8 77.6 142.0 60' - - - - - 28.7 52.7 7
66' 43.6 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 Ui LO
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' - - - - - 23.9 43.9 W M
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 ARCHES TO BE O
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 INSIDE RECTANGULAR SHAPE
30" BED HORIZONTAL MULLION 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
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 ��GLAZING \` s m
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 .0 -
VERTICAL _
48" 63" 49.1 80.2 75.8 114.3 150.0 150.0 150.0 48" 108" - 20.9 - 30.5 53.4 76.0 139.1 MULLION ohm o
54" 43.7 71.3 67.4 101.6 150.0 150.0 150.0 54" - - - 27.1 47.5 67.6 123.7 0
60" 39.3 64.2 60.6 91.5 139.7 150.0 150.0 60- - - - 24,4 42.7 60.8 111.3 GLAZING GLAZING J H, 3 0
PRODUCT PRODUCT y N d��o
66" 35.7 58.4 55.1 83.1 127.0 150.0 150.0 66" - - - 2Z.2 38.8 55.3 701.2 3
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
PRODUCT PRODUCT
- _ __ _ C ylo= =m r
ALL LOADS ARE EXT.(+)�INT(=�. - - o o_„o $
NOTE: W1 W2 Ir MULLION SPAN I- w^o 0
u s
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED 11111111111f1j/ o
VERTICALLY OR HORIZONTALLY. as compiling lxith the Florida
(INTERPOLATION BETWEEN WIDTHS ALLOWED) Building ode eeNs
TYPICAL MULLION ARRANGEMENTS NOA-No. 20-1118.13 J
Ex irotion Date• 9/16/2024 o ..
No. 23
WIDTH (W) = w1 2 w2
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO Miarnkpado Product C trot = @[� ' Is
4 5" AND 6" TUBE MULLIONS. '-A
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE 1 0 202 0'- sTA SUS drawing no.
TO ALL TUBE MULLIONS. MULLIONS '�,`� ' F�ORIDP.•' ®� M04-04
' ` sheet 3 of g
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 4 y w
WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE ANCHORS TYPE
WIDTH (W) MULL SPAN A I B C I D E F I G WIDTH (W)IMULL SPAN A B C D E F G WIDTH (W) MULL SPAN A B C D E F G o
19-1/8° 150.0 150.0 150.0 150.0 150.0 117.7 150.0 19-1/8" 103.0 150.0 140.8 150.0 150.0 60.8 121.7 19-1/8" 63.7 127.5 87.1 150.0 150.0 37.6 75.3
26-1/2° 143.9 150.0 150.0 150.0 150.0 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 C p
N
30' 127.1 150.0 150.0 150.0 1SO.0 75.0 150.0 30" 65.7 131.4 B9.7 150.0 150.0 38.8 77.6 30" 40.6 81.3 55.5 111.0 129.3 24.0 48.0 Q 2 n
37" 103.0 150.0 140.8 150.0 150.0 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
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 C J H
ae' 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 55.1 112.2 130.6 24.2 48.5 48• 120' 25.4 50.8 34.7 69.4 80.8 - 30.0 X. n
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 Q N M
60" 63.5 127.1 B6.8 150.0 150.0 37.5 75.0 60' 32.8 P154.7
44.9 89.7 104.5 - 38.8 60' 20.3 40.6 27.8 55.5 64.6 - 24.0 V ui eni
66' S7.8 115.5 78.9 150.0 150.0 34.1 68.2 66' 29.9 40.8 81.6 95.0 - 35.3 66, - 36.9 25.2 50.5 58.8 - 21.8 Cf W o
72' S3.0 105.9 72.3 144.7 150.0 31.3 62.5 72" 27.4 37.4 74.8 87.1 - 32.3 72" - 33.9 23.1 46.3 53.9 - 20.0 Q19-1/8' 150.0 150.0 150.0 150.0 150.0 89.2 150.0 19-1/8" 91.1 124.4 150.0 150.0 53.8 107.6 19-1/8' 58.0 115.9 79.2 150.0 150.0 34.2 68.4O26-1/2' 109.1 150.0 149.0 150.0 150.0 64.4 128.8 26-1/2" 65.7 89.8 150.0 150.0 38.8 77.6 26-1/2" 41.8 83.7 57.1 .114.3 133.0 24.7 49.4 Qwj30' 96.3 150.0 131.6 150.0 150.0 56.9 113.8 30' S8.1 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 3 ?p 2 S
37" 78.1 150.0 106.7 150.0 150.0 46.1 92.3 37" 47.1 64.3 128.6 149.7 27.8 55.6 37" 30.0 59.9 40.9 81.8 95.3 - 35.4 "'I Z m G w
Q W 0 F J
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 99.1 115.4 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 88.1 102.6 - 38.1 54' rE
41.1 28.0 56.1 65.3 - 24.260" 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 to
66" 43.8 87.6 59.8 119.6 139.3 25.9 51.7 66" 26.4 52.8 36.1 72.1 03.9 - -31.2 66" - 33.6 22.9 45.9 53.4 - - Z
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 - - 0
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
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 4
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 20.0 40.0 Lu J w
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 - 32.4 I M
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 F (n N N
48' 58' 52.6 105.1 71.8 143.6 150.0 31.0 62.1 48" 96" 31.8 63.5 43.4 86.8 101.0 - 37.5 48' 144' - 42.3 28.9 57.8 67.3 - 25.0 00
a
54' 93.4 63.8 127.6 146.6 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
60" 42.0 84.1 57.4 114.9 133.7 24.8 49.7 60" 25.4 50.8 34.7 69.4 BO.B - 30.0 60' - 33.9 23.1 46.3 53.9 - 20.0 I Z Z 3
_ 3 Z LL n
66" 38.2 76.4 52.2 104.4 121.6 22.6 45.1 66' 23.1 a6.2 31.5 6J.1 73.5 - 27.3 66' - 30.8 21.0 42.1 49.0 - - -
- J O
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 fn Q
19-1/B" 121.4 150.0 150.0 150.0 150.0 7L7 143.4 19-1/8° 70.8 141.7 96.8 150.0 150.0 41.8 83.7 ANCHOR TYPES HORIZONTAL MULLION L3
A, B,C,D,E.
r
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 qT HFAD/SILL/JAMBS I
ARCHES 70 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 TO SHAPE
37• 62.8 125.5 85.7 150.0 150.0 37.1 74.1 37' 36.6 73.2 50.0 100.0 116.5 21.6 43.2 F h G
AT JAMBS ONLY < W N
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 o
48' 63' 48.4 96.8 66.1 132.2 150.0 28.6 57.1 48' 108" 28.2 Sfi.d 38.6 77.1 89.8 - 33.3 PRODUCT 3 N
_ VERTICAL $ r F,
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 - g9. MULLION '( o m u o
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 - zo Z \ANCHOR -n a w
66' 35.2 70.4 48.1 96.1 111.9 20.8 41.6 66' 20.5 41.1 28.0 56.1 65.3 - GLAZING GLAZING a `DETAIL 81
PRODUCT PRODUCT y i a a a
72' 32.3 64.5 44.1 88.1 102.6 - 38.1 72" - 37.6 25.7 51.4 59.9 - 2 GLAZING GLAZING
PRODUCT REVISED PRODUCT PRODUCT B
as complying with the Florida
ALL LOADS ARE EXT.(+)/INT.(-). Building Code v m = o
NOA-No. 20-1118.13 ° a
NOTE; Ex iration Dato• 9/16/2024 w1 W2 I MULLION SPAN
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER Byc ANCHOR TYPES 0
LOCATIONS AT HEAD, SILL OR JAMB ENDS. Miam ade ProducrCo trol A4 B, D/D.� ``�7�1e!L 1FA4,
AT HEAD SILL JAM85 �
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPICAL MULLION ARRANGEMENTS
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
WIDTH (W) = wt + wz _ No.
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
4 5" AND 6" TUBE MULLIONS.
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE drawing no.
ANCHORS
TO ALL TUBE MULLIONS. %��`� ORIDP,.•'��;` M04=04
��ii�/®®PYAL,1� \\ sheet 4 of g
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fi} WOOD t' 1-1/2^ �. �I� .....".'•n9' .,
I`-----------i CONCRETE 2-1/2" 1-3/4. ��. VGENSF
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ALTERNATE CONCRETE = f•c = 3000 PSI MIN. as compiyIng with the Florida -{,r �/ 0 8 a :<
ANCHOR LOCATION Building Godo
NOA-No. 20-1118.13 n9q' c ^
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Expiration Dato• 9/16/2024 I� �) ',I C.%�®•'•, STATE :•�� drawing no.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED j000R1DP`•: `
WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR M04-04
ANCHORS TYPE 'A WATER-WHITE METHACRYLATE LACQUER. M am pad.Prod.grV trol
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as complying with the Florida
Building Code
NDA-No. 20-1'I1S.13 ��•' 0
ALTERNATE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. IS 1yV S rra�,, i;USJ��
ANCHOR LOCATION Ex Iratlon Date: 9/'I G/2024 all ® 5 P �{/� drawing no.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED a(�••. p �;
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WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR g i M04-04
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CONCRETE 3-1/5" 2" E
CONCRETE = Cc - 3000 PSI MIN. PRODUCT REVISED - No.01223
as Complying with the Florida _y;r. {}- s
Building Code - - o° A o 5
Noa-No. 20-1118.13 . �; a
1p S v drawing no.
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Ex Iration Date• 911 612 0 2 4 ® •.,
CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PRECTED '•FCORIO!"
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OCTR By: �� � ••-• ���� M04-04
WATER-WHITE METHACRYLATE LACQUER. MLam ade ProduC�t'C trot /77A/�j�®���, ' sheet 7 of
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PRODUCT REVISED No. 3, � a
as complying with the Florida
FALLCUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Building Code ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTEDNoa-No. 20-1118.13 ALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Ex (ration Date: 9/16/2024 ,-1U 1 ZQj() ��®'•, 5T / [y� drawing no.HITE METHACRYLATE LACQUER. _ B ����'•.!°CORVOP•. ��100 MO4-04
Miam made ProducrC trot ,
DESIGN LOAD CAPACITY _PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF U 13
WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY !!I! a
WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 �Y I
#14 SMS METAL STRUCTURE a'
19-1/8" 150.0 150.0 150.0 19-1/8" 150.0 150.0 150.0 19-1/8" 93.7 140.5 150.0 2. 3 OR 4 ANCHORS
OR Z OD
SEE i
26-1/2" 150.0 150.0 150.0 26-1/2" 115.9 150.0 150.0 26-1/2" 67.6 101.4 135.2 TUBE MULLION 0 Z IP o
30" 150.0 150.0 150.0 30" 102.4 150.0 150.0 30' 59.7 89.6 119.5 I"'w Z m
37" 150.0 150.0 150.0 37' 83.0 124.5 150.0 37' 48.4 72.6 96.9 ------- -------- O ILO` M
42" 150.0 150.0 150.0 42' 73.1 109.7 146.3 42" 42.7 64.0 B5.3 m
N
48" 38-3/8- 140.1 150.0 150.0 48" 84" 64.0 96.0 128.0 48' 144' 37.3 56.0 74.7 CL N
54" 124.5 150.0 150.0 54' 56.9 85.3 113.8 54' 33.2 49.8 66.4 Ir o t
R10 FH SMS C 8 y M
60' 112.1 150.0 150.0 60' 51.2 76.8 102.4 60" 29.9 44.8 59.7 2/ SIDE I 1
66" 101.9 150.0 150.0 66" 46.5 69.8 93.1 66' 27.2 40.7 54.3 1/8-THICK ALUM CHANNEL I C,¢C ah om
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 1 1 C C O G .�
19-1/8" 150.0 150.0 150.0 19-1/8" 140.5 150.0 150.0 INTO MULLION I TUBE MULLION C dJ aaa¢ppp
I I 0 N O
26-1/2' 1$0.0 1$0.0 1$0.0 26-1/2" 101.4 1$0.0 15D.D I 1 It
W 7 LL I�
30" 150.0 150.0 150.0 30' 89.6 134.4 150.0 \w O
TUBES MAY BE NOTCHED
37" 137.8 150.0 150.0 37" 72.6 109.0 145.3 AS SHOWN TO ALLOW INSTALLATION J 0 ID< J
OF CLIP ANGLE I Q w m f
42" 121.4 150.0 150.0 42" 64.0 96.0 128.0 CAULK JOINT AFTER ASSEMBLY 1
48" 50-5/8" 105.2 150.0 150.0 48" 96" 56.0 84.0 112.0 j
#14 FH SMS METAL STRUCTURE 1 j
54' 94.4 141.6 150.0 54' 49.8 74.7 99.6 1-1/2'O.C. MIN. 1
E CHART [OR
60' 85.0 127.4 150.0 60' 44.8 67.2 89.6 ACCESS HOLE FORE CA ACfiYy TUBE MULLION
( m
66" 77.2 115.8 150.0 66" 40.7 61.1 81.5 I I Z
n
72" 70.8 106.2 141.6 72' 37.3 56.0 74.7 -_--_
J o
19-1/8" 150.0 150.0 150.0 19-1/8" 124.9 150.0 150.0 I J
26-1/2" 150.0 150.0 150.0 26-1/2" 90.2 135.2 150.0
II--
30" 148.3 150.0 150.0 30" 79.6 119.5 150.0 W J W
37' 120.2 150.0 150.0 37' 64.6 96.9 129.2 ------ ----- ------ ----- -------- -------- 0] J W
of
42" 105.9 150.0 150.0 42' 56.9 85.3 113.8 N
48" 58" 92.7 139.0 150.0 48- 108" 49.8 74.7 99.6 I I I I I 1 3 n
N
54" 82.4 123.6 150.0 54' 44.2 66.4 88.5 THIS SCREW CAN BE 1 011,
INSTALLED IN EITHER I #10 FH SMS I 1 I Z Z_ tD
60' 74.2 111.2 148.3 60' 39.8 59.7 79.6 DIRECTION Sfp I 2 PER CLIP 1 1 3 .-
66" 67.4 101.1 134.8 66" 36.2 54.3 72.4 W 1 I 1"O.C. MIN. I I 1 13 Z LL o
72" 61.8 92.7 123.6 72' 33.2 49.8 66.4 I I 1 I I I _J u0'i Q J
19-1/8" 150,0 150.0 150.0 19-1/8" 112.4 150.0 150.0 lal raj
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 26Y TUBE)
30' 136.5 150.0 150.0 30' 71.7 107.5 143.4 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 4 m
-- - 48" -63" - 85.3 - 128.0- 150.0 48' -- 120" -44.8__ 67.2 .- 89.6
54' 75.9 113.8 150.0 54" 39.8 59.7 79.6 -
60" 68.3 102.4 136.5 60" 35.8 53.8 71.7 ANCHORS DETAIL #1 o m o o c
METAL TO METAL CONNECTION
66" 62.1 93.1 124.1 66" 32.6 48.9 65.2
72" 56.9 85.3 113.8 72' 29.9 44.8 59.7
#14 SMS/TEKS
19-1/8" 150.0 150.0 150.0 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 DIST.MIN. CL TO CL SPACING
_ METAL 5/8"
30" 115.8-150:0 150--0- -30'- - -65:2--97:7--130:3-- -
0
37" 93.9 140.9 150.0 37' 52.8 79.3 105.7 METAL 1/8" MIN.THK. STEEL Fy = 36 KSI MIN. 1^ -
42" 82.7 124.1 150.0 42" 46.5 69.8 93.1 1/8" MIN. THK. ALUMINUM (6063-T6 MIN.) w u s
48' 74-1/4' 72.4 IOB.6 144.8 48" 132' 40.7 61.1 81.5 \\{\\{11I II1TT7j7 O
54" 64.4 96.5 128.7 54' 36.2 54.3 72.4 ���
60' 57.9 86.9 115.8 60" 32.6 48.9 65.2 ����:•�CENSF
66' S2.7 79.0 105.3 66" 29.6 44.4 59.2 Lw
PRODUCT REVISED No. a72" 48.3 72.4 96.5 72" 27.2 40.7 54.3 as complying with the FloridaBuilding Code v
NOA-No. 20-1118.13 ��•' �Z O
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