HomeMy WebLinkAboutNOA TUBE MULLIONSRECEIVED
MIAM I -DARE S E P 0 2 2021 MIAMI-DADS COUNTY
® St. Lucie County PRODUCT CONTROL SECTION
Permitting 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) ivww.miamidade.toy/buildiing
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 Build' ode,
including the High Velocity Hurricane Zone.
DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o 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
MIAMIDADE COUNTYR Expiration Date: May 30, 2023
Approval Date: October 15, 2020
T210108110 Page 16Y
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 95-121Z 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. I8-0529.03)
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. 18-0529.03)
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. 18-0529.03)
Manuel Perez, P.E.
Product Control Ex71..
r
NO, No.20- 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, .
Product Control Exa r
NOA No. 20- 14.10
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 6'
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 61b 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.
Manuel Perez, P.E.
Product Control Ex r
NOA No. 20- 14.10
Expiration Date: May 30, 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 7" 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 Ex r
NOA No. 20- 14.1
Expiration Date: May 30 3
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 r�
ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
0
HORIZONTAL MULLION m a
RECTANGULAR ALUMINUM TUBE MULLIONS ro m y
USING MULLION PROPERTIES ONLY M - ^
w GLAZING a n
c� o
3 a PRODUCT GENERAL NOTES: o � o
I 3 1 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 " t z
REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th z r h
+ a Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Z z
II 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE v�i w x ti O w o
�+ APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER oo � o• � � t7
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS,
GLAZING 3 INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W
PRODUCT 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER y
LOADS TO THE STRUCTURE.
S. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. N x
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE .DETAILS ® j
ARE NOT PART OF THIS APPROVAL. a
7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF q k
WOOD ANCHORS ONLY. Illl����11 w
B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, nrni� K ,a
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET ly M
MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. [i y
WIDTH (W) = Wt + W2 + W3 MULLION &CLIP NOTES:
2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET a
z
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIP ANCHOR/CLIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o < a r p y N
N O ^ ^
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES. 4 w o N m
* REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS „ = - $
o
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER. TO SHEETS L r W W r " °
VERTICAL 6, 7, 8, & 9 OP 10 FOP. DETAILS AND NOTES. ° o w w ^
MULLION + w * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
a 3 R s g
a Ei
GLAZING GLAZING �¢ 3 = z z a
PRODUCT PRODUCT M UU)i
E o E g q
ANCHOR/CUR o W
O ,t•'4�'s ffff
Wt W2 ob Vie' g5 ,
Lo
W PRODUCT REVISED
asmmP]CY.In with1heflodda z�` t^.C� y�'• `. �,
BoTIdNg /•.Ode p V N` • • ..
NOA Uo. 20-0814.70 R� n
W1 + W2 Wt + W2 IratlonDate• 5130/2023
WIDTH (W) = 2 WIDTH (W) = 2 . �� T ArPja.,,• gs
TYPICAL MULLION ARRANGEMENTS M , eProdueY6o nd t 5`ttrA
a
ANCHOR/CLIP
Z
Q
m
GLAZING
PRODUCT
3
ANCHOR/CLIP HORIZONTAL MULLION
VERTICAL
VERTICAL
MULLION
MULLION
GLAZING
GLAZING
GLAZING
�
J
PRODUCT
PRODUCT
PRODUCT
�
ANCHOR/CLI
rT
Wt
W2
i
W3
MULLION SPAN
^ GLAZING
PRODUCT
GLAZING
, GLAZING
PRODUCT
•PRODUCT
Z
o
3
¢
VERTICAL
MULLION
ANCHOR/CLIP
�
W1
W2
MULLION SPAN
MR
2X MULLION CLIP
6063-T6
1 X MULLION CLIP
6063-T6
NOTCH
OPTIONAL
125 MIN,
2.600 1
��2000 I
A 5
.062� 3500
4.000 .u5 1.73
3.000
2 X 4 TYPICAL
STD. TUBE WINDOW FRAME
MULLION i
�L 188�I ].062b1 �^IA00�1
IF� 1188
2x6 1x4 1 x 3
STD. TUBE CUSTOM MULLION CUSTOM MULLIO_ O
MULLION 6063-T6 6063 T6
Ixx: 2.070 in4 Ixx: 1.000 in4
Sxx: 1.035 in3 Sxx: 0.667 in3
-2A00
(FLANGE FRAME) (FIN FRAME)
li STANDARD TUBULAR SHAPES
'i TYP. WALL = .125' ALL
I
I
Ij ALLOY = 6DS3-T6
a
i TYPICAL
GLAZING PRODUCT
124
•I
fiA00
I
.125
4.000
-2.000 3.000]
A00 4.000
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS
2 X 6
2 X 4
HORIZONTAL OR VERTICAL
i
I.
STD.
TUBE MULLION
STD. TUBE MULLION
SEE WINDOW OR DOOR APPROVAL FOR
6063-T6
1063-T6
FASTENERS SIZES AND SPACING
Ixx:
8.280 in4
Ixx: 2.980 in4.
Sxx:
2.760 in
Sxx: 1.490 0
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP I DETERMINE DESIGN LOAD REWIRED FOR PARTICULAR OPENING.
STEP-2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
STEP SPECIFY &WIMUM SHIM SPACING.
USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE
1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE.
ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
Go&,-T6 INTO TUBE MULUONS, SEE OPTIONAL STEP 6 ON SHEET 9, SELECT ANCHOR TPE WITH DESIGN RATING
ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE
CLIP LENGTH
MULL
"i"
1 X 2
1.688'
1 X 3
2.688'
1 X 4
3,688'
2 X 4
3.688'
2 x 6
5.6881
1 X 3
CUSTOM MULLIO
6063-T6
Ixx: 0.950 in
Sxx: 0.633 in3
(FLANGE FRAME)
rL000
125
4.000
Ll��
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 in4
Sxx: 0.370 in3
(FIN FRAME)
I-1.ppDb{
11 12s
3.000
8
1 X 3
STD. TUBE MULLION
6063-T6
Ixx: 0.950 in4
Sxx: 0.633 in3
as
with the
d- uoc .125
2.000
.ts6��.o7a
1A62
Ix2
CUSTOM MULLION
6063-T6
Ixx: 0.330 in4
Sxx: 0.330 in
(FLANGE FRAME)
I�L66D-I
I I 125
r
2.000
LIT
1 X 2
STD. TUBE MULLION
6063-T6
Ixx: 0.330 in4
Sxx: 0.330 in3
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S"MIAMI-DADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
NOTES:
1. REFER TO THE GENERAL. NOTES ON SHEET
1 OF 10 FOR BUILDING CODE COMPLIANCE.
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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,�'�` ° D. Complionce W/ FBC 6th Edition (2017 NDLTBTRIE S. I1V C. PH No. (305) 696-8660
E. DP Loode ca ped of 125pef
MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
i3� F. Compliance w FBC 7th Edltbn 2020
Dab Dmwn;
v•. e° N. $RA2D 04 27 10 ALUMINUM TUBE MULLIONS
+;t nbye RwWd 9y. Dab R1v[wN UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
N. ERAZO OB 10 20.
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2X MULLION CLIP
6063-T6
'L
1 X MULLION CLIP
NOTCH
OPTIONAL
,II •/
NOTCH
OPTIONAL
125 MIN.
2�ANGLE CLIP
60p3-T8
2,OOD�
2 X 6
TD• TUB
U I
-2A00----d
STANDARD TUBULAR SHAPES
—TYP. WALL - .125" ALL
ALLOY = 6063-T6
TYPICAL
GLAZING PRODUCT
4.000
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP LENGTH
MALL
If
I X 2
1.688'
1 X 3
2,688'
1 X 4
3,688'
2 X 4
3,686'
2 X 6
5.688'
1. ALL CUPS 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.
.125 I L000
,062� I .668 312 L500
125 ,p6 1 r
,125
�-125
I 1.73E
4.000 f 115
3.Mt!3.000
4.0003.625 3.000
188-T 102 ,156 I .102 ����
1.062ILI 1.062 1 X 3 LISS
1 X 4 STD, TUBE MULLION 1 X 3
CUSTOM MULLION STD. TUBE MULLION 1 X 3 6063=T6 CUSTO60M 6ULLION
6063-T6 CUSTOM MULLION
6063-T6 6063-T6
4 4 4 Ixx: 2.166 In4 4
Ixx: 4.709 in. Ixx: 4.709 in. Ixx: 2.166 in. Ixx: 2.218 in.
s 3 3 Sxx: 1.445 in3 Sxx: 1.479 in
Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in.
(FLANGE FRAME) (FLANGE FRAME) (FIN FRAME)
2 X 6
STD. TUBE MULLION
6063-TG
Ixx:19.648 in
Sxx: 6.549 in
1
i PRODUCT REVISED
as complyingwith the Florida
Building Code
3—.
2 X 4
ND/ -No. 20"0814.10
STD, TUBE MULLION
'ration Date: 5l3012023
ey:
6063 T6
Ixx: 7.649 in!
M[am de ProducYC 1
Sxx: 3.825 in3
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS.
_I DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
,2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REQUIREMENTS.
3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
-4 SPECIFY MAXIMUM SHIM SPACING.
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE
5 WTTH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE
USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS
8 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE
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THESE MULLIONS ARE RATED FOR LARGE MISSILE IMAND PACT
APN BE E ITH ALL S
COUNTY PROVEDIMPACT AND NON -IMPACT PRODUCTS.
HIMN
NOTES
1, REFER TO THE GENERAL NOTES ON SHEET
R6
UZI
``
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY.
3. REFEREFERTOTO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
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THOMAS J. SOTOS
PROFESSIONAL ENGINEER
FL LIC. zj,!65BB6
;{ �. �'�?'� �F.)�,.'•Di, ' - Revised dote for he FBC-2010 �� ��
WS 8501 N.W. 90 ST.
4 `�<.; ,• tP .�� 'B' - Revised to for the FBC-E014
C. Compliance w/ FBC 5th Edition 2014 MEDLEY, FLORIDA 33166
QZ L1J2GJ " D. Compliance w FBC 6th Edition (2017) IND TRIES, - IN PH No. (305) 696-8660
E. OP Loads capped at 125pet
F. Compliance w/ FSC 7th Edi6Dn 2020 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS
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•• � •,: H. ERAzo oa z7 10 ALUMINUM TUBE MULLIONS
r�rf`f �`.;f: ' �: t•=;.. `r,,,�a H. ERAzo oe 10 zo REINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
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MIN. EDGE DIST.
116" CONCRETE OR
-IOLLOW BL CK S/16- TAPCONS 5/16- TAPCONS
IA 1-3/4- MIN. EMBED INTO MASONRY 1-3/4- MIN. EMBED INTO MASONRY
3 /4 4 PER CUP (2 ON EACH YANG) 2 PER ANGLE
MIN
0 C)
z >:
5)
'o
lIL i
II II 2 X 2 X 1/8-
----------- WOOD BUCK ILI "I IX FLOATING CUP I I II ALUM ANGLE
4L
ANCHORS TYPE (INTO BLOCK)
ANCHORS TYPE V (INTO CONCRETE)
ALL CLIPS AND ANGLES TO FIT SNUG4 ANCHORS THRU IX BUCK
INTO TUBE MULLIONS. ] 1"x4" 2"x4" MULL INTO CONCRETE OR BLOCK
TAPCONS MAY BE HEX OR FLAT HEAD
MIN. EDGE DIST.
2-3/16' CONCRETE OR
4 HOLLOW BLOCK 5/16- TAPCONS 5/16' TAPCONS
1-3/4' MIN. EMBED INTO MASONRY 1-3/4- MIN. INTO MASONRY
2 PER CUP (I ON EACH WING) l' PER ANGLE
>" . r., i '. ". I L , , V, 45 - x
< 0,-o
I, L 2 X 2 X 1/8'
--------- WOOD SUCK X FLOATING CLIP ALUM ANGLE
8. S.
0 3.2 �p
A a 77L
F F E
ANCHORS TYPE 'C' (INTO BLOCK
ANCHORS TYPE 'F' (INTO CONCRETE)
nN 'Isgi
2 ANCHORS THRU 1 X SUCK
INTO CONCRETE OR BLOCK .....
OEM,
to
PRODUCT REVISED
ascomplyingpinin nVith the Florida
Buid
----------- NOA-No. 20-0814.1 0
m s
-
Ex tratlonDato /3 1 5 0 2023
ALTERNAT.E ANCHOR LOCAMON Mbim Dade ProducltC tn)i
z
ca z
z
ZO
E-
z
DA
o
MIN. EDGE DIST. 1-3/4- MIN. EMBED INTO MASONRY
2 PER CUP (I ON EACH YANG) 5/16- TAPCONS
2-3 41 G' GONGRE. OR 1-3/4- MIN. EMBED INTO MASONRY
4' HOLLOW BLO K 3 1/4" 1 PER ANGLE
MIN.
CONCRETE OR 1.
m CONCRETE OR
CEMENT BLOCK 11 II 2 X 2 X 1/8'
---------- - j
CEMENT BLOCK I I 11 11 ALUM ANGLE
C-4I I I
-FLOATING CUP U U
muu.,
v ANCHORS TYPE 'C' (INTO BLOCK)
ANCHORS TYPE 'F' (INTO CONCRETE)
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
ALTERNATE /— MULL
ANCHOR LOCATION
5/16" TAPCONS
3/4" MIN. E.
INTO MASONRY
2 PER CUP
(I ON EACH WING)
1-3/4'
RY _ i
MIN. EDGE DIST.
c
2-3/
OR
5/16" TAPCONS
5/16- TAPCONS
4
4
4" OLLOW EIL
F�3 74"
CK
1-3/4"EMBED INTO MASONRY
1-3 MIN. EMBED INTO LLASO
0 9
4 PER CUP (2 ON EACH YANG)
10
Zo C
00
0
CONCRETEOR
--
--------
- P1
C.
ENT II 11 2 X 2 X 1/8*
ALUM ANGLE
FLOATING CUP I I
j U
2 7116
NULL'
ANCHORS TYPE V (BLOCK)
ANCHORS TYPE 'G' (INTO CONCRETE)
4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1 "W & 2"W MULL
MULL
FLOATING CUP
I
CECONCRMENT BLKOCETE
OR7
5/1 B TAPCONS
1-3/4 MIN. EMBED INTO MASONRY
4 PER CLIP (2 ON EACH YANG)
ALL CUPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FLAT HEAD.
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE MEMACRYLATE LACQUER.
1111991IT111
PRODUCT REVISED
as "on' plyjnq with the Florida
B.ildi.
MCIA-Ho. 20-0814LI
Expiration Dale:A5130120 23
Mlarn4ade PrcducfrCvtrol
MIN. EDGE DIST.
2-3/16" CONCRETE OR
4" HOLLOW BLOgK 3-3/4"
2X6 MULL
5/16' TAPCONS
1-3/4" MIN. EMBED INTO MASONRY
4 PER CUP (2 ON EACH WING)
CLIP LENGTH
MALL
"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)
e I-
AIN. EDGE DIST.
/16" CONCRETE OR
HOLLOW BLO K 3-3/4" 5/16' TAPCONS
MIN. t-3/4' MIN. EMBED INTO MASONRY
. rr
4 PER CUP (2 ON EACH WING)
I' e
CLIP LENGTH
MULL
2 X 4
3.688'
2 X 6
5,688'
1BY
WOOD BUCK
MULL
6/16' TAPCONS
1-3/4' MIN'EMBED INTO MASONRY
4 PER CLIP (2 ON EACH WING)
1N.
MIN.
2X6 MULL =
.--------_-
P
5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK)
g INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD
ANCHORS TYPE 'E' (INTO BLOCK) 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 OR BLOCK
ANCHORS INTO CONCRETE or BLOCK
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"X6' MULL SHOWN
2"X6" MULL SHOWN I WATER -WHITE METHACRYLATE LACQUER.
PRODUCT REVISED
"�i t
as wmplying with the Florida
-
MOA-No. 20-081A09
0�
.yE'••...'�
lratlo--te: 513� p12023
aCw'
By: LiYU
a
IYBem a Prodoelt'Co trot
lti5tr_7
MIN. EDGE DIST.
5/16' TAPCONS
2-3/16" CONCRETE OR
3/4' MIN, EMBED INTO MASONRY
3-3/4"
4"
HOLLOW
TOTAL (2 ON EACH WING)
IN.
v.rl�-1
4K4.
I.
4 or 2x6 Mull—
! !
2 X 2 X 1/4-
ALUM ANGLE
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKAU—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER —WHITE METHACRYLATE LACQUER.
MIN. EDGE DIST.
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULLIONS.
5/116' TAPCONS
1-3/4" MIN. EMBED INTO MASONRY 4 PER
2 PER ANGLE
2 X 2 X 1/8"
ALUM ANGLE
1 3/4" OPTIONAL ANCHOR DETAIL
MIN.
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 CUPS AND ANGLES ARE TO FT
SNUG INTO TUBE MULUONS.
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10.
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CUP ANGLE
CAULK JOINT AFTER ASSEMBLY
$ 14 S.M.S.
2/ CHANNEL, FTUBE MULLION
012 F.H. S:M.S.
2/ SDE I I
1/8' THICK ALUM CHANNEL I
LENGTH TO FIT SNUG I I
INTO MUWON I " TUBE MUWON
014 FH SMS
2 PER CUP
ACCESS HOLE -I /-I-1/2' O.C. MIN.
THIS SCREW CAN BE i -6
INSTALLED IN EITHER I 1 612 FH SMS 1 -o v ; 3 o
DIRECTION �p I I 2 PER CUP I d T w
1' O.C. MIN. 1 ,
1 , 1 I
I , 1 ,
a l � E E GEG
1-3/4' X 2' X 1/8' (FOR 2BY TUBE)
3/4' X 2' X 1/8' FOR (1BY TUBE)
CUT TO FIT SNUG INSIDE TUBE a.E�ALUM ANGLE
1,E88:2F:1!Ey4'er
04
ANCHORS TYPE 'i'
METAL TO METAL CONNECTION FOR f•'.,�' `J%'�:
USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION miae sn�,` M•�
PRODUCT REVISED
as eomplying with the Florida
BulldlnB Code:
NOA-No. 20-0814.10
ALL CLIPS AND ANGLES TO FIT SNUGf1 :�fi.;•,, = %c:i`
INTO TUBE MULUONS. Iratla Date: 5130/2023 0
TAPCONS MAY BE HEX OR FLAT HEAD. T— a
IRiam¢Dade Produef'Co trol C
A
ANCHOR
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ANCHOR CLIP NOTES:
wtio
iv
1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
a
= ••.
TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
z
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, PRODUCT REVISED
as complyin with the Florida
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. r Foci
Building Co e
Wl
W2
HORIZONTAL MULLION
NOA-No. 20-0814.10
iration Date: 513012023 t�`
'�'•,-,.,.'�
`
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A
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TYPICAL MULLION
CLIP ARRANGEMENTS
�
TYPES
ANCHOR
TYPES
ANCHOR
TYPES
Width (w
MU
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VERTICAL
Z
GLAZING
PRODUCT
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GLAZING
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