HomeMy WebLinkAboutNOA 20-0814.10MIAMI•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.gov/building
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
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 w/ and Wo Steel Reinforcement — L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10, with revision F dated 08/10/20, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, 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, city, state, 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. 18-0529.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0814.10
MIAMI•DADE COUNTY Expiration Date: May 30, 2023
Approval Date: October 15, 2020
T2IO1081:
Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 02-0501.05 and 95-1212.09)
2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer,
signed and sealed by Thomas J. Sotos, P.E.
(Submitted under NOA No. 18-0529.03)
B. TESTS
1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 108-1/2" span aluminum
2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 18-0529.03)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 108-1/2" span aluminum
2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. I8-0529.03)
3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 120" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel
reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 18-0529.03)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 120" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel
reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. I8-0529.03)
Manuel Perez, P.E.
Product Control Ex n r
r1 NOA No. 2048 14.1
Expiration Date: May 30, 3
Approval Date: October 15, 2020
E - 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
B. TESTS (CONTINUED)
5. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested
per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed
and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 120" span aluminum tube
mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by
Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
10. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376,
dated 01/31/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 95-1212.09)
11. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90" span mullion and a 45" high fixed window
on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,
dated 02/13/96, signed and sealed by Gilbert Diam P. .
(Submitted under NOA No. 95-1212.09)
Manuel Perez, P.E.
Product Control Ex r
NOA No. 20- 814.1
Expiration Date: May 30. 3
Approval Date: October 15, 2020
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), prepared by manufacturer, dated 05/24/18, signed and sealed by
Thomas J. Sotos, P.E.
(Submitted under NOA No. 18-0529.03)
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 the FBC 6th Edition (2017), and of
no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas
J. Sotos, P.E.
(Submitted under NOA No. 17-1212.24)
2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716,
HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02,
all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.
Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 02-0501.05)
4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621,
FTL-3622, FTL-3623, FTL-3624, FTL-3625, FTL-3626, FTL-3627, all dated
11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by
Joseph C. Chan, P.E.
(Submitted under NOA No. 03-0128.06)
G. OTHERS
1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement —
L.M.I.", approved on 02/01/18 and expiring on 05/30/18.
f Manuel Perez, P.E.
jf Product Control Ex n r
NOA No. 20414.1
Expiration Date: May 30.1471.
, 3
Approval Date: October 15, 2020
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision F dated 08/10/20, prepared by manufacturer,
signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
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 7th Edition (2020), dated
August 03, 2020, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0529.03 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.,
approved on 06/14/18 and expiring on 05/30/23.
Manuel Perez, P.E.
Product Control ExC141-
r
NOA No. 204Expiration Date: May 33
Approval Date: October 15, 2020
E-4
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
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ANCHOR/CLIP
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
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HORIZONTAL
MULLION
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RECTANGULAR ALUMINUM TUBE MULLIONS
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GLAZING
USING MULLION PROPERTIES ONLY
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GENERAL NOTES:
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1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
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REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th
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Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
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2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
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APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER
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INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
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3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS,
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INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
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PRODUCT
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
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LOADS TO THE STRUCTURE.
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5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
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EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
S. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
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ARE NOT PART OF THIS APPROVAL-
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7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY.
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8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4.
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MULLION SPAN
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WIDTH (W) = W1 + W2 +
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MULLION &CLIP NOTES:
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1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIP
ANCHOR/CLIP
* REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
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HORIZONTAL MULLION
2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
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3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
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* REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
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Ex iration Bate• 5/30/2023
TYPICAL MULLION ARRANGEMENTS
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ANCHOR/CLIP
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VERTICAL
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MULLION j
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6,000 E 1.062
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STD. TUBE CUSTOM MULLION
MULLION 6063-T6
Ixx: 2.070 in4
Sxx: 1.035 in3
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(FLANGE FRAME)
1 X 3
CUSTOM MULLION
6063-T6
Ixx: 1.000 in4
Sxx: 0.667 in3
(FIN FRAME)
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MULLIONS CONTAINING
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2 X 6
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HORIZONTAL OR VERTICAL
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SEE WINDOW OR DOOR APPROVAL FOR
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FASTENERS SIZES AND SPACING
Ixx: 8.280 in
Ixx: 2.98.980 in4
Sxx: 2.760 in3
Sxx: 1.490 in3
CLIP LENGTH
Moll,
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1 X 2
1.688,
1 X 3
2.688'
I X 4
3.688,
2 X 4
3,688'
2 X 6
5.698'
1. ALL CLIPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MUWONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
STEP 4 SPECIFY MAXIMUM SHIM SPACING.
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE
STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
SAP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
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3.000
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1.062
1 X 3
CUSTOM MULLION
6063-T6
Ixx: 0.950 in
Sxx: 0.633 in3
(FLANGE FRAME)
�1.000�
125
4.000
1 X 4
STD. TUBE MULLION
6063-T6
Ixx: 2.070 in4
Sxx: 1.035 in3
1 X 2
CUSTOM MULLION
6063-T6
Ixx: 0.370 in
Sxx: 0.370 in3
(FIN FRAME)
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•125
3.000
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1 X 3
STD. TUBE MULLION
6063-T6
Ixx: 0.950 in4.
Sxx: 0.633 in3
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with the
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1 X 2
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6063-T6
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Sxx: 0.330 in3
(FLANGE FRAME)
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6063-T6
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Sxx: 0.330 in3
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THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT :.'r✓� ,.••••••3'�.4j
AND CAN BE USED WITH ALL LAWSON'S-MIAMI-DADE c
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
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NOTES mw�
1. REFER TO THE GENERAL NOTES ON SHEETo� r
1 OF 10 FOR BUILDING CODE COMPLIANCE. oI N3 C
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY.
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
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A- N.U.
A' - Revised dote for the FBC-2010
/�LIIb 8501 N.W. 90 ST.
A} ON
FLORIDA 33166
S. PH No. 305 696-8660
MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
'H' - Revlsed date for the FBC-2014
C. Compliance w/ FDC 5th Edition (2014)MEDLEY,
D. Compliance w/ FBC 6th Edition(2017)TFtIE
E. OP Loads capped at 125pst
F. Compliance w/ FSC 7th Edition (2020)
N. ERAZO
04/27 10
ALUMINUM TUBE MULLIONS
UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
.1d DD
N. ERAZO
nab R�
OB/10/20
0- I—L. F
S.ab1
JPd-t Bq—. NumDT D,moftW Nva - " R.vblon �:
LAi4-ML-1001 3 OF 10
2X MULLION CLIP
6063-T6
CH
'L'/� OPTIOTNAL,L
Z0i%II/
1X MULLION CLIP
6063-T6
NOTCH
T OPTIONAL
Ij .125 MIN.
2.000
ANGLE CLIP
I 6063-T6
2.000 I
STANDARD TUBULAR SHAPES
-TYP. WALL = 125" ALL
ALLOY = 6063-T6
TYPICAL
GLAZING PRODUCT
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP LENGTH
MULL
'IV,
1 X 2
1,688'
1 X 3
2.688'
1 X 4
3.688'
2 X 4
3.688.
2 X 6
5.688'
1. ALL CLIPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULUONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
.125 1.000
.062 .608 ''{ Ij'- 312 1.000 1.500
.1 _5 •06 I I .688
12s
125
4.000 F 1.732
3.000 3.000
4.0003.625 3.000 2.699
I�1.000-I
302 II� 102 1 X 3 1.188
.1ea�I 1A62-•i 156 L1.062� STD. TUBE MULLION 1 X 3
II- 1 x 4
CUSTOM MULLION STD. TUBE MULLION 1 X 3 6063-T6 CUSTOM MULLION
6a63-T6 CUSTOM MULLION 6063-T6
6063-T6 6063-176
a a a Ixx: 2.168 in4 Ixx: 2.218 in4
Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.166 in.
Sxx: 2.355 in3 Sxx: 2.355 in3 Sxx: 1.445 in3 Sxx: 1.445 in3 Sxx: 1.479 in3
(FLANGE FRAME) (FLANGE FRAME) (FIN FRAME)
2 X 6
STD. TUBE MULLION
6063-T6
Ixx:19.648 in4
Sxx: 6.549 in3
2 X 4
STD. TUBE MULLION
6063-T6
Ixx: 7.649 in
Sxx: 3.825 in3
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
STEP 2 USE APPROVED GLAZING PRODUCTS MEERNG ABOVE LOAD
REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
SLED SPECIFY MAMMUM SHIM SPACING.
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE
STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
STEP 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
PRODUCT REVISED
as complying with the Florida
Building Code
NoA=. 20-0814.10
Ex (ration Date: 5/30/2023
By.r-
Mlam pade Produet'C.
trol
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
a
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
W
PQ
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
F�
m �
NOTES:
1. REFER TO THE GENERAL NOTES ON SHEET
1 OF 10 FOR BUILDING CODE COMPLIANCE.
oy
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
EC
HORIZONTALLY.
a
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
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FBC 7th Edition 2020MANUFACTURER OF
Da D ew -
I 04 27 10 ALL
Dae. off l0 R.vwa:zo REINFORCED TUBE MULL
I
SedW: Pmduo( R — Mmdm
L 8501 N.W. 90 ST.
MEDLEY, FLORIDA 33166
`T� PH No. (305) 696-8660
SITY ALUMINUM WINDOWS AND CLASS DOORS
UM TUBE MULLIONS
DESIGN PRESSURE CHARTS AND GENERAL NOTES
N.'m-• LAW-ML-1001 ' 5 OF 10 RevWlon d'
5/16- TAPCONS
1 1/4" MIN. 1-1/2' MIN. WOOD PENETRATION
CUP (1 ON EACH WING)
5/16- TAPCONS
1-1/2- MIN. WOOD PENETRATION
1 PER ANGLE
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4' JOLLOW BL CK
1i i1 H i1
II 11 II 11
I L=�..III
(' l II 11 LM2GLE B•
'By
1 1X FLOATING CUP AUAN
WOOD BUCK u u
1 I I I
5/16- TAPCONS
1-1/2- MIN. WOOD PENETRATION
1 PER ANGLE
I BY Ill ill L2 X 2 X 1/8'
VOOD BUCK U
ALUM ANGLE
ALL CLIPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD.
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
ANCHORS TYPE 'B'
4 ANCHORS INTO WOOD
5/16- TAPCONS
BINTO
3/4
1-3/4- MIN. EMBED INTO MASONRY
1-3/4- MIN. EMBED MAASONRY
C
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4 PER CUP (2 ON EACH WING)
2 PERM
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1X FLOATING CUP
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ALUM ANGLE
ANCHORS TYPE 'D' (INTO BLOCK)
ANCHORS TYPE V (INTO CONCRETE)
4 ANCHORS THRU 1X BUCK
ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK
INTO TUBE MULLIONS. 1" .. & 2°x4" MULL
TAPCONS MAY BE HE OR FLAT HEAD.
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4" HOLLOW BLO K
5/16- TAPCONS
5/I6' TAPCONS
1-3/4- MIN. EMBED INTO MASONRY
1-3/4- MIN, EMBED INTO MASONRY
2 PER CUP (1 ON EACH WING)
1 PER ANGLE
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ALUM ANGLE
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as complying with the Florida
Building Code
2
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r---------
NOA No. 20-0814.10
own.
I
�•
'
I
I
Ex iration Date• 5/30/2023
r•
........
I
ALOCATION
ANCHOR
Mlam ade Produet'C trot
a
C]
5/16- TAPCONS
MIN. EDGE DIST. 1-3/4- MIN. EMBED INTO MASONRY
OR 2 PER CLIP (1 OIN EACH WING) 5/16" TAPCONS
1-3/4" MIN. EMBED INTO MASONRY
HOLLOW BLO K 3 1 4" 1 PER ANGLE
,MIN.
X
II II CONCRETE OR I I I I
CONCRETE OR IL =,1 CEMENT BLOCK I I 11 2 X 2 X LE
"I I I 11 ALUM ANGLE I .........
CEMENT BLOCK I
I I I I FLOATING CUP u I
I I I I I I
I 1 I
I I
MULL
ANCHORS TYPE 'C' )INTO BLOCK)
u i ANCHORS TYPE 'E' (INTO CONCRETE)
u i 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
o I
ALTERNATE MULL
I . I ANCHOR LOCATION
I •.�: c., I . I .
Z
5/16" TAPCONS
1-3/4" MIN. EMBED
INTO MASONRY
2 PER CUP
•I (1 ON EACH WING)
MIN. EDGE DIST.
r7
"
OR 5/16" TAPCONS 5/16' TAPCONS
2-3/F�71
C
1-3/4" MIN. EMBED INTO MASONRY MIN. EMBED INTO MASONRY
4'K 4 PER CLIP (2 ON EACH WING) / 2 PER ANGLE
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i a I 1 1 PER ANGLE 4 PER CLIP (2 ON EACH WING) ,�
l i i i ALL CLIPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
.. TAPCONS MAY BE HEX OR FLAT HEAD.
..I • ••I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
• 1a
WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER —WHITE METHACRYLATE LACQUER.
ONS 1-3/4• MIN. EMBED
INTO MASONRY - 1 PER ANGLE
a
. se^aara$ar,
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PRODUCT REVISED
Be eampiying with the Florida
Building Code
o 6
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IS
NOA-No. 20-0814.10
0 0 e
%�_ • �o j
Goy
Ex:( Date• 5/30/2023
By GGL
'Jx
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Mlam pade Produe�t'Co trot
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a
MIN. EDGE DIST.
2-3/16" CONCRETE OR
I 2X6
5/16" TAPCONS
1-3/4" MIN. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WING)
CLIP LENGTH
MULL
"L"
2 X 4
3.688'
2 X 6
5.688'
MULL 5/16- TAPCONS
1-3/4" �MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING)
1 3/4"
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4HOLLOW W BLOGK
CLIP LENGTH
MULL
"L"
2 X 4
3.688'
2 X 6
5,688'
5/16" TAPCONS
1-3/4- MIN. EMBED INTO MASONRY
4 PER CLIP (2 ON EACH WING)
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INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD Sul!
ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FLAT HEAD.
4 ANCHORS THRU 1X BUCK
ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE H BLOCK
ANCHORS INTO CONCRETE or BLOCK
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6" MULL SHOWN
2"X6" MULL SHOWN WATER -WHITE MEMACRYLATE LACQUER.
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PRODUCT REVISED
O
as complying with the Florida
Building Code
'3 p ci
e p
„
NOA-No. 20-0814.10
o y
c'� • (n oz
Ex iration Date 5130/2023
a
Y '••., O� j
By: a
Mlam ade Praduc trot
a
a
MIN. EDGE DIST. 5/16- TAPCONS
/16" CONCRETE OR 1-3/4' MIN. EMBED INTO MASONRY 3-3/4"
HOLLOW gI�pCK 4 TOTAL (2 ON EACH WING) I MIN.
\Z_F-7:-N.
.i.�
t 1 1 I I I I
i 2 -7/16 r
MIN. I _2x4 or 2x6 MUII_
2 X 2 X
1/4-
ALUM ANGLE
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE METHACRYLATE LACQUER.
MIN. EDGE DIST.
2-3/16" CONCRETE OR
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULLIONS.
5/16-
1-3/4- MIN. EMBED INTO
—CONS
MASONRY 4 PER
2 PER
ANGLE
2 X 2 X 1/8"
ALUM ANGLE
OPTIONAL ANCHOR DETAIL
ANCHORS INTO CONCRETE OR CEMENT BLOCK
CLIP LENGTH
MULL
"L"
1 X 2
1.688'
1 X 3
2.688'
1 X 4
3.688'
2 X 4
3.688'
2 X 6
5.688-
1. ALL CLIPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS. SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
14 S.M.S.
2/ CHANNEL, r-TUBE MUWON
#12 F.H. S.M.S. j
2/ SIDEI1/8- THICK ALUM CHANNILENGTHTO FIT SNUINTO MULLIOI TUBE MULLION
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CLIP ANGLE
CAULK JOINT AFTER ASSEMBLY
FH SMS
17,1
a
2
2 PER CUP
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--____ ----- ---___ --_-_
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THIS SCREW CAN BE
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1' O.C. MIN. 1
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I I
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1 I I j
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ALUM ANGLE
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ANCHORS TYPE
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USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION OR w �
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PRODUCT REVISED .i�ai
as Complying with the Florida c
;_ ^'�
Building Codey�.
ALL CLIPS AND ANGLES TO FIT SNUG NOA-No. 20-0814.90
INTO TUBE MULLIONS. Ex (ration Date: 5/30/2023 0
I
TAPCONS MAY BE HEX OR FLAT HEAD. i r a
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By:
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Mlam pads Produet'Co trot
C
Q
ANCHORTYPES
ANCHOR
TYPES
ANCHOR
TYPES
Width w
MULLSPAN
A
13
C
D
E
F
G
H
I
Width w
MULLSPAN
A
B
C
D
E
F
G
H
I
width 04
MULL SPAN
A
g
C
D
E
F
G
H
I
1B
24
38 318
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
18
74 114
90.72
125.00
125.00
125.00
125.00
125.00
125.00
125,00
125.00
_
18
120
56.13
112.27
129.07
125,00
125.00
144.27
125.00
125.00
125.00
131.65
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
24
68.D4
136.08
125.00
125.00
125.00
125.OD
125.00
125.00
125.00
_
21
42.10
8420
9630
145.80
125.00
108.20
125.00
125.00
115.70
30
105.32
125.00
125,00
125.00
125.00
125.00
125.00
125.00
125.00
30
54.43
108.86
125.16
125.00
125.00
13929
125,00
125.00
149,59
30
33.68
6736
77.44
116.48
125.00
86.56
130.24
125.00
92.56
36
87.77
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
36
45.36
90.72
10430
125.00
125.00
116.58
125.00
125A0
124.66
36
28.07
56.13
64.53
97607
129,00
72.13
108.53
14420
77.13
42
48
75.23
125.00
125,00
125.00
125.00
125.00
125.00
125.00
125.00
42
38.88
77.76
89.40
134.46
126.00
99.92
125.00
125.00
106.85
42
24.E
48.11
55.31
83.20
110.57
61.83
93.03
123.60
fi6.11
65.82
131.65
125.00
126.00
125.00
125.00
125.00
125.00
125.00
48
34.02
68.04
7822
117.66
125.00
87.43
131.56
125.00
93.49
_
48
21.05
42.10
48.40
72.80
96.75
54.10
81.40
108.15
57.&5
56
60
58.51
117.02
134.53
125.00
125.00
125.00
125.00
125.00
125.00
64
3024
60.48
69.53
104.58
138.99
77.72
ti6.94
125.00
83.11
_
64
18.71
37A2
43.02
64.71
86.00
48.09
7236
96.13
51.42
5266
105.32
121608
125.00
125.00
125.00
125.00
125.00
1".72
27.22
54A3
62.58
94.13
125.09
69.95
10524
139.83
74.80
_
60
16.84
33.68
38.72
58.24
77.40
4328
65.12
86.52
4628
66
47.87
95.74
110.07
125.00
125.00
125.00
125.00
125.00
131.56
24.74
49AB
56.89
85.57
113.72
63.59
95.68
127.12
68.00
_
66
15.31
30.62
3520
52695
70.38
39.35
59.20
78.65
42.07
72
78
43.88
87.77
100.90
125.00
125.00
125.00
125,00
125.00
120.60
�78
22.68
45.36
52.15
78.44
10424
56.29
87.70
116.53
62.33
72
14.03
28.07
3227
48.53
64.50
36.07
54.27
72.10
38.57
40.51
81001
93.14
140.09
125.00
104611
125.00
125.00
11132
20.94
41.87
48.14
72AO
9622
53.81
00.86
107.5E
57.54
_
78
12.95
25.91
29.78
44.80
59.54
3329
50.09
66.55
35.60
18
24
60 518
133.06
125.00
125.00
125.00
125.00
125.00
125600
125.00
125.00
18
84
80619
125.00
125.00
125.00
125.00
125,00
125.00
125.00
125,00
18
132
51.03
102.06
117,33
125.00
125.00
131.15
125.00
125.00
140.24
99.79
125.00
125.00
1252
125.00
12540
125.00
125,00
125.00
24
60.14
12029
138.29
125.00
125.00
125.00
125.00
125.00
125.00
_
24
3827
76.55
88.00
132.36
125.00
98.36
148.00
125.00
105.18
30
36
79.83
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.00
30
48.11
96.23
110.63
125.00
125.00
123.66
125.00
125.00
13223
_
30
30.62
6124
70.40
105.89
140.73
78.69
118.40
125.00
84.15
66.53
133.06
125600
125.00
125.00
125600
125600
125.00
125.00
36
40.10
80.19
92.19
138.67
125.00
103.05
125.00
125.00
110.19
36
25.52
51.03
58.67
88.24
117.27
65.58
9&67
131.09
70.12
42
57.02
114.05
131.12
125.00
125.00
146.56
125.00
125.00
125.00
42
34.37
68.73
79.02
118.86
125.00
88.33
132.90
125.00
96.45
_
42
21.87
43.74
5029
75,84
100.52
56.21
1M.57
172.38
60.10
48
49.90
99.79
114.73
125.00
125.00
128.24
125.00
125.00
137.13
48
30.07
60.14
69.14
104.00
13821
77.29
11629
125,00
82.64
_
48
19.14
3827
44.00
66.18
87.95
49.18
74.00
98.32
52.59
44.35
88.70
101.98
125.00
125.00
113.99
125.00
125.00
121.89
6d
28.73
53.4fi
61.46
92.44
122.86
fi8.70
103.37
137.33
73.46
64
17.01
34.02
39.11
58.83
78.18
43.72
65.76
87.39
46.75
39.92
79.83
91.78
136.05
125.00
102.59
125.00
125.00
109.70
fiU
24.06
48.11
55.31
83,20
110,57
61.83
93.03
123.60
66.11
60
15.31
30.62
3520
52.95
70.36
39.35
69.20
78.65
42.D7
36.29
72.58
83A4
12550
125.00
93.26
140.33
125.00
99.73
66
21.87
43.74
50.29
75.84
100.52
58.21
84.57
112.36
60.10
66
13.92
27.83
32.00
48.13
63.97
35.77
53.82
71.50
38.25
33.26
66.53
76.48
115.04
125.00
85.49
128.63
125.00
91.42
72
20.05
40.10
46.70
69.33
92.14
51.52
77.52
103.00
55.10
_
72
12.76
25.52
29.33
44.12
58.B4
32.79
49.33
65.55
35.08
fl24
30.71
fi1.41
70.80
106.19
141.13
78.92
118.74
125.00
84.39
78
18.51
37,01
42.55
64.00
85.05
47.56
71.56
95.08
50.66
7B
11.78
23.55
27.08
40,73
54.13
30.27
45.54
60.50
32.36
67
118,18
125.00
125.00
125.00
125,00
125.00
125.00
125.00
125.00
18
96
70.17
14033
125.00
125.00
125.00
125.00
125.00
125.00
125.00
18
144
46.78
93.56
107.56
125.09
125.00
120.22
125.00
125.00
128.56
88.63
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125.01
24
52.63
10525
121.00
125.00
125.00
13525
125.00
125.00
144.63
_
2A
35.08
70.17
80.67
121.33
125.00
90.17
135.67
125.00
96.42
70.91
141.81
125,00
125.00
125.00
125.00
125.00
125.00
125.00
30
42.10
84.20
W80
145.60
125.00
1OB20
125.00
125.00
115.70
30
28.07
56.13
64.53
97.07
129.00
72.13
108.53
144.20
77.13
42
59.09
118.181
135.86
125.00
125.00
125.001
125.00
125.00
1125oOO
36
35.D8
70.17
1 60.67
121.33
125.00
90.17
135.67
125.00
96.42
36
23.39
46.78
63.78
80.89
107.50
60.11
90.44
120.17
64.28
50.65
101.29
116,45
125.00
125.00
130.17
125.00
125A0
139.19
42
30.07
60.14
69.14
104.00
138.21
77.29
116.29
125.00
82.64
_
42
20.05
40.10
46.10
69.33
92.14
51.52
77.52
103.00
55.10
48
44.32
68.63
101.89
125.00
125.00
113.89
125.00
125.00
121.79
48
26.31
5263
60.50
91.00
120.94
67.63
101.75
135.19
72.31
_
48
17.54
35.08
40.33
1 60.67
80.63
45.08
67.83
90.13
48.21
64
39.39
78.78
90.57
13623
125.00
101.24
125.00
125.00
10826
54
23.39
46.78
53.78
80.89
107.50
60.11
90.44
120,17
64.28
_
64
15.59
31.19
35.85
53.93
71.67
40.07
60.30
Wall
42.85
60
66
35.45
70.97
81.52
122.61
125.00
91.12
137.09
125.00
97.43
60
21405
42A0
48.40
72.80
9615
54.10
81AO
108.15
57.85
60
14.03
28.07
3227
48.53
64.50
36.07
64.27
72.10
38.57
32.23
64.46
74.11
111A6
148.13
82.83
124.63
125.00
88.57
66
19.14
38.27
44.GD
66.18
87.95
49.18
74.00
98.32
5259
66
12.76
25.52
1 2933
44.12
58.64
32.79
1 49.33
65.55
35.06
72
29.54
59.09
6733
102,18
135.79
75.93
114.25
125.00
81.19
72
17.54
35.08
40.33
60.67
80.83
45.08
67.83
90.13
4821
_
72
11.69
23.39
26.89
40.44
53.75
30.06
46.22
60.08
3214
78
27.27
54.54
62.70
94.32
125.34
70.09
105.46
140.11
74.95
78
16.19
32.38
37.23
58.00
74A2
41.62
6262
83.19
44.50
78
10.79
21.59
24.82
37.33
49.62
27.74
41.74
55.46
29.67
18
24
63
106.92
125.00
125.00
125.00
125.00
125.00
125.00
125.00
125A0
18
108
62.37
124.74
143A1
125.00
125.00
125.00
125.00
125,00
125.00
18
150
44.91
89.81
103.25
125.00
125.00
115.41
173.65
125.00
123.41
80.19
125.00
125.00
125.00
125.00
125.00
125,00
125,00
125.00
24
46.78
93.56
10756
125.00
125.00
12022
125.00
125.00
128.5fi
_
26
33.68
6736
77.44
116.48
125.00
86.56
13024
125.00
92.58
30
64.15
128.30
147.50
125.00
125.00
125.00
125.00
125.00
125.00
30
37.42
74.84
86.04
129.42
125.00
96.18
144.71
125.00
102.84
30
26.94
53.89
61.95
93.18
123.84
69.25
104.19
138.43
74.05
36
42
53.46
106.92
122.92
125.00
125.00
137.40
125.00
125.00
146.92
36
31.19
62.37
71.70
107.85
143.33
80A5
12D.59
125A0
85.70
_
36
22.45
44.91
51.63
77.65
103.20
57.71
86.83
115,36
61.71
45.82
91.65
105.36
125,00
125.00
117.77
125.00
125.00
125.93
42
26.73
53.46
61.46
92.44
122.86
68.70
103.37
137.33
73.46
42
1925
38A9
4425
66.56
88.46
49.46
74.42
98.86
52.89
48
40.10
80.19
92.19
138.67
125.00
103405
125.00
125.00
110.19
48
23.39
46.78
53.78
80.89
107.50
60.11
90."
120A7
64.28
48
16.84
33.66
38.72
5824
77.40
4328
65.12
86.52
46.28
64
60
35.64
71.28
81.95
123.26
125.00
91.60
137.82
125.DO
97.85
64
20.79
41.58
47.80
71.90
95Sfi
53.43
80.40
106.81
57.14
_
64
14.97
29.84
34A2
51.77
68.80
38.47
57.88
70.91
41.14
3208
64.15
73.75
1f0.93
147.43
82A4
124.04
125.00
88A5
60
18.71
37.42
43.02
64.71
86.00
48.09
72.36
96.13
SIA2
_
60
73.47
26.94
30.98
46.59
61.92
34.62
52.10
69.22
37.02
66
29.16
58.32
67,05
100.85
134.03
74.94
112.76
149.82
80.14
66
17.01
34.02
39.11
58.83
78.18
43.72
65.78
87.39
46.75
_
66
12.25
24.49
28.16
42.36
56.29
31.48
47.36
62.92
33.66
72
78
26.73
53.46
61.46
92.44
122.86
88.70
103.37
137.33
73.46
72
15.59
31.19
35.85
53.93
71.67
40.07
60.30
80.11
42.85
72
11.23
22.45
25.81
38.83
51.fiD
28.65
43.41
57.68
N..
24.67
49.35
56.73
85.33
113.41
63A1
95.41
126.77
67.81
78
14.39
28.79
33.09
49.78
66.15
36.99
55.66
73.95
39.56
78
10.36
20.73
23.83
35.84
47.fi3
26.63
40.07
53.24
28.48
ANCHOR/CUP
VERTICAL z
NUWON j
J
GLAZING - GLAZING
PRODUCT PRODUCT Q n_
U
r
ANCHOR/CU
\�
W1 W2 HORIZONTAL MULLION
SPAN
TYPICAL MULLION CLIP ARRANGEMENTS
ANCHOR/CUP
-HORIZONTAL MULLION
3
�
O
qGLA21NGGL-AZING
J
DUCT
G3V,HOR/CUP
F
w
ANCHOR CLIP NOTES:
1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE
3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.
4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED.
O U
1. L8 f 1
cm
Zy
c•i
PRODUCT REVISED
as complying with the Florida
•`
Building Code
.D
�'
NOA-No. 20-0814.10
om
.
Expiration Date• 5/30/202._'4
1
By.
Mlam'�ade ProdueYCo !rol
d
a