HomeMy WebLinkAboutProduct Approval (5) MIAMI-DME MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DAgSTON T(786)315-2590 F(786)315-2599
CE (NOA) www.miamidade.gov/economv
Lawson Industries,Inc.
8501 NW 90 Street
Medley,FL 33166
P .
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 Veloci1y Hurricane
SCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001 Rev D, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10 and last revised on NOV 21,2017,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 umber and expiration elate by the MiAmi-Dqcleun Product Control Section.
SILE IMPACT RATING: Large and Small Missile Im act Resis
Limitations:
1. See Non-reinforced mullion tributary width(W)VS span and type in sheet 3. See reinforced mullion tributary
width(W)VS span and type in sheet 5.See mullion types and properties in sheets 2 &4.
2. See clip anchors type selection in sheet 10 and installation in sheets 6 thru 9.
3. Lower design pressure of the mullion and/or glazing product may control for the entire assembly and to be
reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, 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. 17-0222.13 and consists of this page I and evidence pages E-1, E-2 and E-3,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
IAMI•DADE COUNTY NOA No. 17-1212.24
M
III■ , �� Expiration Date: May 30,2018
Approval Date: February 01,2018
Page 1
r�
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files.
A. DRAWINGS
1. Manufacturer's die drawings and sections.(Submitted under NOA's No. 02-0501.05& 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 C dated 02/16/17,prepared by manufacturer, signed and sealed
by Thomas J. Sotos,P.E.
B. TESTS
1. 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)
2. 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)
3. 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)
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 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)
5. 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)
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 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 11'o. 95-1212.09)
7. 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 Diamond,P.E.(Submitted under NOA No. 95-1212)
1 4 1 . .S.-
ish q 1.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E-1
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,prepared
by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by
Thomas J. Sotos,P.E.(Submitted under NOA No. 12-0127.07)
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 511 Edition (2014), dated February
17, 2017,issued, signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J.
Sotos,P.E.(Submitted under NOA No. 12-0127.07)
3. 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, F.E.
(Submitted under NDA No. 02-0501.05)
4. 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)
5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification
test, dated 04/07/17, signed by Nelson Erazo.
G. OTHERS
1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped
Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I.", approved on
11/06/14 and expiring on 05/30/17.
2. One year approval, subjected to successful verification test.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. LAW-ML-1001 Rev D,titled"Aluminum Tube Mullions"sheets 1 through 10 of
10,dated 04/27/10 and last revised on NOV 21, 2017,prepared by manufacturer,signed and
sealed by Thomas J. Sotos, P.E.
Note:This revision consist of editorial changes of FBC 17(6`h Edition)code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
Is aq I.Chanda,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E-2
Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 to FBC 2017(6th Edition)and"No financial interest" dated
11/17/17,prepared by the manufacturer, signed and sealed by Thomas J. Sotos,P.E.
2. Letter from manufacturer requesting a 1-year extension to allow time to perform verification
test,dated 04/07/17, signed by Nelson Erazo, Senior Design Engineer(Submitted under file#
17-0222.13)
G. OTHER
1. This NOA conditionally revises # 17-0222.13,expiring 05/30/18, subjected to successful
verification test.
� Sok 1 •�..�•�-�-
Ish q L Chands,P.E.
Product Control Examiner
NOA No.17-1212.24
Expiration Date: May 30,2018
Approval Date: February 01,2018
E-3
THESE MULLIONS ARE RAZED FOR LARGE MISSILE IMPACT h Y
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE c
ANCHOR/CLIP ANCHOR/CLIP ICOUNTY APPROVED`IMPACT AND NON-IMPACT PRODJCTS c
GLAZING HORIZONTAL MULLION Wo c
RECTANGULAR ALUMINUM TUBE MULLIONS I y
PRODUCT 3
USING MULLION PROPERTIES ONLY m y e
ANCHOR ICI HORIZONTAL MULLIONGLAZING - m 3 r
N N D M. U % 6
3 N PRODUCT 3 ENERAL NOTES: a o F
$ °
w 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3i Z
.` 3 3 REOUIREMEN fS OT THE FLORIDA BUILDING CODE (2014-5th Edition 82017-6th = Z N -C
+ r EQhon)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). -- i q Z
VERTICAL VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE ai u x Z O m o
MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REOUIREMENTS LE: WIND LOAD, WATER o�o_ � -1 V �
3 INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. :rA a C !i
II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. 2 2 a S
Z = n INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MUL:ED.
GLAZING GLAZING GLAZING 7d H GLAZING 3 DO #
a O PRODUCT 3 1.W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER D Z 3
PRODUCT PRODUCT PRODUCT n 3 LOADS TO THE STRUCTURE. C
H 5.ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS /\j\I �" w
C] EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -4 Z
ANCHOR/CLI -_ 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS H j ? .4
ARE NOT PART OF THIS APPROVAL.
I 7 A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN 0-- 'J
•• I -• WOOD ANCHORS ONLY. N d I
1 _ 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS ', i
W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
MULLION SPAN p I v
W W2 THE REOUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. Q ^y
_
_ ML'LL:ON_ SPANlk — - j
WIDTH (W) - WI + W2 + W3 MULLION do CLIP NOTES:
2 TOR MUI-LIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF !;% FOR DETAILS AND NOTES.
ANCHOR/ LP ANCHOR/CLIP ` REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS e o r
HORIZONTAL. MULLION 2. FOR MULLIONS WITH S1EEL REINFORCEMENT REFER TO SHEET f r H
4 OF 10 FOR DETAILS AND NOTES. ld
REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS W ��
GLAZING
PRODUCT 3 3. Fort CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS do r
VERTICAL y%' 3 6, 7, 8. 9 OF 10 FOR DETAILS AND NOTES.
MULLION + `�`, + n ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS bd di
0
Z 3 Y D d 4
GLAZING GLAZING a
PRODUCT PRODUCT mai GLAZING GLAZING II g =
PRODUCT PRODUCT o
3
VERTICAL .3 = raooucrtsc
ANCHOR/CLI MULLION ANCHOR/CLIP ~O CGy*ng-NY 6.RrL4 s
3 A:g1bodIom No 1.1-12-12.•Z4
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W MULLION SPAN . W -g
WT + W2WIDTH (W) = WI + W2 g•y'•,P
2 �y1N
2 ' 4 3
(>
TYPICAL MULLION ARRANGEMENTS F
a
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I 2 X 4 TYPICAL Ll I2400 1.732 2.062 E2.00J ; yN
{.--1.$00�1 ST ULLO E WINDOW FRAME -. I Z J= Z z
2X MULLION CLIP M lt�� m 1 a =0 a o
6067-T6 .I88J I 102 L1.000�1 'IBJ I 102 I^Low .156 07B IL` e I
1-1.062-I 1.188 I�I.062� I.IBB L 11111 _ j s^ 0'T 2
6�rT 'L' 6.000 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 2 1x7 0 3
CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION m6063-T6 6063-T6 6063-T6 6063-i660E-Ixx: 2.070 in Ixx: 1.000 in Ixx: 0.950 in Ixx 0.370 in! Ixx: 0.330 in! o
Sxx: 1.035 in3 Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 in3 Sxx: 0.330 in3 3 a(FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) zU I rn
STANDARD TUBULAR SHAPES F� --1 O'
I TVP.WALL - .125'AL_ I 20� I UC f REV iSF� �^ O .3 �
II ALLOY 6063-76 r1m0� .125 >M wii►Ils FiorW - d 0: C p
.50 TYPICAL ! R`.f Not -(?-t "�F C < .
GLAZING PRODUCT 1.000»{I p Date F
.124 r I .125 I ^ l r F V
2400
t.6o0 � � �' C�anel L
.123 F 1.000�{ E
2.000 225a D I I I .125
4.000
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I .t2$ d
2400
4.500 e
4400 n n
1X MULLION CLIP z4DD 7.000 4400 m
6063-Tfi 1 X 4 1 X 3 1 X 2 i o 'T
�^ j
MULLIONS CONTAINING STD. TU8E MULLION STD. TUBE MULLION STD. TUBE MULLION
L NorcH \'L TYPICAL GLAZING PRODUCTS 2 X 6 6D63-T6 6063-T6 606J-T6 ai e
\
O
PTIONAL HORIZONTAL OR VERTICAL 2 X 4 Izx: 2.070 in.. Ixx: 0.950 in4. Ixx: 0.330 in4. y n
Sxz: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in3 n iv
STD. TUBE MULLION ATO. TUBE MULLION
0 o SEE WINDOW OR DOOR APPROVAL FOR 6083-T6 6063-T6
FASTENERS SIZES AND SPACING g N u
o Ixx: 8.280 in..
IX
2.980 in. u o .9 9 = z
Sxx: 2.760 in3 Sxx: 1.490 in3
CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS < . " c
MULL "L" SING MULLION INSTRUCTIONS: UPROP--RTIES ONLY
\ oaltaaaa
USE CHARTS AND GRAPHS AS FOLLOAS. t1�T 1f
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
1 X 2 1.688'
1 X 3 2.668' DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE �0A?�g ,.. •,
COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
STEP 2 USE APPROVED CLA2ING PRODUCTS MEETING ABOVE LOAD �Ij (5 V.
NOTCH 1 X 4 3.688, REOUIREMENTS. z
••��-- OPTIONAL
i 2 X 4 3-688'APPROVAL LR
TO MULLION AS PER PRODUCT NOTES,.`_.'.`- u xT
.125 MIN. 2 X 6 5.688' SSS SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET `�o_�• 'r="
2400 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.
1. ALL CLIPS AND ANGLES ARE TO FIT P 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR F :
SNUG INTO TUBE MULLIONS2. WHERE ANGLES ARE . IN STEP t ABOVE. a
ANGLE CLIP INTO TUBE MULLIONS, SEE OPTONALG STEP 6 ON SHEUSING FT9.SELECT ANCHOHOR TYPES ON R TYPE WITH DESIGN RATING CHARTS 3. REFERTOSHEET I OF 10 FOR TYPICAL MULLION NTALLY. o. �2e. x °y is I
G--zooD-� 6D63-T6 ANCHOR DETAIL AT SHEET 9 OF 10. WORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. a
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"�I'..:._.'�. Ll[��I 1\e// 8501 N.W. 90 ST.
i ?25 . - Revised date for the FBC- N MEDLEY, FLORIDA 33166
FI C. Com N V T F2 E S, Z C. PH No. 305 696-8660
: Compliance r FBC 5th Edition(201{)
� _ ComPuonce./FRC 6th Edition (2017) MANUFACTORRR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
S re Ur ir�-w
N. ERAZO 04 127/10 ALUMINUM TUBE MULLIONS
N. ERAZO P.t.11 01/ UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
DATE P S•1... •••�`�� NwlMen t.wt O sm.: w.+,..i N./...,...N,..,�..: a.a,•s N.ew...:
_, aA..�LAW-ML-1001 3of io N. _C_
1690 L
123 I.00D
.062 .688 312 1.000 1 300 cn
In ..
.156 iYP. __ .t25 f�Z .125 .688 .12 C4 Z
Io
0 0
3000 M y o
1.105 ..000 .1I3 1.732 F m 3 z
..000 3.L
3.000 3.062 O .•. p 0
2 X 4 1.0003.625 3.000 uI p m 2
�._ .. - T . T TYPICAL ;gin h aha
MULLION WINDOW FRAME Z Y V) N
L--...__ _ _ -6.500 -1
2X MULLION CLIP .19srI .156 rII
6063-T6 2 X 6 hl'062� 1�1.062� 1 X 3 1.188 � � U .I
NOTCH 'L^ 6.000 T 1 X 4 1 X 4 STD. TUBE MULLION 1 X 3 2
�•L' OPnONAL M I STD. TUBE MULLION 1 X 3 6063-TG CUSTOM MULLICh' ^ z ;
CUSTOM MULLION 6063-T6 CUSTOM MULLION 6063-TG y GO
6063-T6 6063-T6
.a 4 Izx: 2.168 in`. Ixx: 2.218 in F vi E
Ixx: 4.709 In. Ixx: 4.709 in. Ixx: 2.168 1n4 y = o
3 y Sxx: 1.445 ir. Sxx: 1.479 in� v Sxx: 2.355 ir>? Sxx: 2.355 in. Sxx: 1.445 In.
0
2'000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) w
d � N
c STANDARD TUBULAR SHAPES 5 rn
TYP.WALL- .125'ALL 2.000 J G
180
ALLOY .5 C
cc 6063-T6 r-' L' U
.750 I TYPICAL
GLAZING PRODUCT Q, , a
F V V
F12
I z aa0 D �
1.000 1.625
2.000 .125 2.250
111 a
..000 y
I 6.000 . F'
4A03 .125
4.300 p 0
N H r =
1X MULLION CLIP 3.000 4.000 3.625 m
6063-T6 pkomc:I nifift
MULLIONS CONTAININ12 IZ-G Zy
•L• L' TYPICAL GLAZING PRODUCTS . €xyixaW60rle t $ �`� r m
NOTCH
OPTIONAL HORIZONTAL OR VERTICAL U_
o �
of o SEE WINDOW OR p00R APPROVAL FOR 2 X 6 2 X 4 a x x yg
FASTENERS SIZES AND SPACING STD. TUBE MULLION STD. TUBE MULLION m z z
6063-T6
6063-T6 0
4 4 E F i
Ixx:19.648 in. Ixx: 7.649 ;n. c m u o 3
CLIP LENGTH Sxx: 6.549 in3 Sxx: 3.825 Ina
L L' RECTANGULAR ALUMINUM TUBE MULLIONS
MULL .E. INSTRUCTIONS: USING MULLION PROPERTIES ONLY
USE CHARTS AND GRAPHS AS FOLLOWS.
1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT m
1 X 3 2.688'
STEP 1 DETERMINE DESIGN LOM REQUIRED FOR PARTICULAR OPENING, AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE .'
STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOM COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.: Nz m 1t' 1•`�
_NOTCH 1 X 4 3.688" REQUIREMENTS. �ZyI L;;,,�' a Q 6•�)
OPTIONAL m 41 .
2 X 4 3.688" .STEP 3 USEAECCO�CONNECTION TO MULLION AS PER PRODUCT NOTES: 'wry 63 x-
125
' _w00.
X 6 5.686' STEP 4 SPECIFY Maximum SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEETyZ2FL
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE.1. ALL CLIPS AND ANGLES ARE TO FIT T P WITH DESIGN RATING MORE THAN DESIGN LOM 2. MULLIONS �,•J .,
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. IONS MAY BE ORIENTED VERTICALLY ORo
2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY.
ANGLE CLIP USING ANCHOR TYPES ON SHEET 6 THRU 9 ANO ANCHOR CHARrs
6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
--2A00--I ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIPED IN STEP I MOVE. ARRANGEMENTS OR STACK CONFIGURATIONS, <
O
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width w MULL SPAN 1 X 3 1 X 4 2 X 4 2X6 Width(w)I MULL SPAN 1 X 3 1 X 4 2 X 4 2 X 6 Width(w)l MULL SPAN 1 X 3 1 X 4 2X4 2X6 1 ILI
18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 18 44.0 95.7 150.0 150.0 c y
24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 o q
30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 _e e y z
36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 "'m y z
n o
42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 68.8 150.0 N<m �+ 0 r
48 0
8-3/8' 150.0 150.0 150.0 150.0 48 74-114" 69.7 150.0 150.0 150.0 48 120" 16.535.9 58.3 149.7 m c 2 a
54 150.0 150 0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 51.8 133.1 o s
60 150.0 150.0 150.0 150.0 60 55.8 121.2 1 150.0 150.0 60 28.7 46,6 119,8 ;
66 150.0 150.0 150.0 150.0 66 50.7 110.1 1 150.0 150.0 66
26.1 42.4 108.9 00 Z a "
72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 0 Z 4
78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1
18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0
24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 Z � m
30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19 9 43.170.1 150.0 j oma. S
36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16 5 35.9 58.4 150.0
42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5 E v
48 50-5/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 [�. � o
54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 Z
60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 O v m z
66 147. 7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 66 19.6 31.8 81.8 c o
72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 (n
78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 1 26.9 69.2 w
18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 a j
24 150.0 150.0 150.0 150.0 24 64.5 140 1 150.0 150.0 24 19.1 41.5 67.5 150.0 �, F
30 150.0 150.0 150.0 150.0 30 51.6 112 1 150.0 150.0 30 15.3 33.2 54.0 138.6 W
36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 u
42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0
48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 z ?
54 137.0 150.0 150.0 150.0 54 28.7- 62.3 101.2 150,0 54 18.5 30.0 77.0
60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3
66 112.1 150.0 150 0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 e r
72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 ti r r !
78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3 o a 6o
18 150.0 150.0 150.0 150.0 16 80.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0
24 150.0 150.0 150.0 1500 24 45.3 98.4 15D.0 150.0 24 16.9 36 7 59.7 1500
30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29 4 47.7 122.6
36 150 0 150.0 150.0 150.0 36 30.2 85.6 108.8 150.0 36 24.5 39.8 102.2 u
42 130.5 150.0 150.0 1500 42 m
48 63" 25.9 56.2 91.4 150.0 42 21.0 34.1 87.6 d « g $
114.2 150.0 150.0 150.0 48 108" 22.7 49,2 79.9 150.0 48 150" 18.4 29.8 76.8
54 101.5 150.0 150.0 1500 m m
54 20.1 43.7 71.1 150.0 54 16.3 26.5 88.1 z = c
60 97.3 150.0 150.0 150 0 60 18.1 39.4 64.0 150.0 60 23.9 61.3
66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 E E
U
72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 18 9 51.1 a U
u 61 76 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 18.4 47.2
HORIZONTAL MULLION
--'GLAZING _ TYPICAL MULLION ARRANGEMENTS
VERTICAL PRODUCT 3
uULLIONIN D
Z E RECTANGULAR SHAPE ?ODDCf kmw, CVH_'��•�.�^'r• •••,,'•�� ���
GLAZINGcuz
GLAZING
0 a NOTE: --ga k K.`F1wWi o m v;•;r �O O;d�
PRODUCT PRODUCT N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED ° avo i7_lZ12.-1 '� •�� N
3 VERTICALLY OR HORIZONTALLY. � �'& / $ .'-:;u 0:
cuzlNc GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) CG
PRODUCT PRODUCT �W [c,� o�
w1 W2 WIDTH (W) _
W1 + 12
MULLION SPAN I 2 •�a• .e''
5/16'TAPCONSMIN. EDGE DIST.
1 1/4" MIN. 1_1/2-MIN.WOOD PENETRATION 1-1/2-MIN.WOOD TAPCONS
2-3/16" CONCRETE OR y
EDGE DIST. 2 PER CLIP(1 ON EACH VA 1 PER ANGLE 4" JOLLOW BL CK C
5/16-TAPCONS 5/16"TAPCONS O
1-3/4-MIN. EMBED INT"WZ) 1-3/4-MIN.EMBED INTO 4ASONRY O N
3/4" 4 PER CUP(2 ON 2 PER ANGLE o O I-
MIN. _ fO 1p y o W
n D L1 z
N I hi Z -
1.n
11 Tn z
u H n I i>
. II 11 II it II II U II ^ Z O z 6
o
2N16
7/16"
Q
IL_ll II II a a
N I I 2 BY I I U U 1 BY 11 II 2 X 2 X 1/8'
\ i WOOD BUCK I ---------- WOOD BUCK Il `j 1X FLOATING CUP II II ALUM ANGLE , �+ 0
u U
i � Eu p =a
V 1
3/4" MIN. 5/16'TAPOONS ANCHORS TYPE 'D' (INTO BLOCK)
EDGE DIST. 1_r/2•MIN,w00D PENETRATION 7.
1 PER ANLL ANCHORS TYPE 'C' (INTO CONCRETE) o z
- - 4 ANCHORS THRU 1X BUCK ca uNi
ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK p' 4 (� p aIL
INTO TUBE MULLIONS.
i 1"x4" & 2"x4" MULL �1l
I \ I I TAPCONS MAY BE HEX OR FLAT HEAD. p,
- x
MIN. EDGE DIST. V
1 1 11 a -3/16" CONCRETE OR s
4" HOLLOW BLO K 5/16-TAPCONS 5/16-TAPCONS I-+ Z G 1
/ 1 II II I-}4-MIN.EMBED INTnZ E
/ 1-3/4"MIN.EMBED INTO MASONRY i5
1 1 2 8Y II 11 2%2% 1/8- 2 PER CUP(1 ON 1 PER ANGLE Z
----------- WOOD BUCK II U ALUM ANGLE O
1 I I 1 ALL CUPS AND ANGLES TO FIT SNUG nALTERNATE INTO TUBE MULLIONS.ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD.
ANCHORS TYPE 'A• l— m \
I I I I I I i t u ' ;
2 ANCHORS INTO WOOD II II II II "
W ,
4 IL_JI II 11 r � }
3 IBY U-.� 11 II 2x2X 1/8• « ' o o I
--------- I W000 BUCK I I 1X FLOATING CLIP I I I I NAM ANGLE
5/18•TAPCONS 5/16-TAPCDNS j j j j j} V c e i i f
1 1 4" MIN. 1-1/2•MIN.WOOD PENETRATION 1-1/2-MIN.W000 PENETRATION I I 1 1 1 I u 4u
E GE DI-T. 4 PER CLIP(2 ON EACH YANG) 2 PER ANGLE I 1 I I 1 1
- .2 z z
i
_ I 0 0
ANCHORS TYPE 'C' (INTO BLOCK) "t
\Z 2 - ci c j
^ �z ANCHORS TYPE 'F' (INTO CONCRETE)2 ANCHORS F
n�
INTO CONCRETE ROR7 BLOCK
K
11 11 I I I I m L "
1 1/4" MI i_ii li it1 1 RZ -.
11 II 2 X 2 X 1/8• 1 1 FRmfl
------------- j' FLOATING CLIP II II ALW ANGLE 1 1 ODLCf.'Lms"
2 BY
1 1 WOOD BUCK I 1 U U - ��
1 34 I.-PI wLY Ns N y^ N U N�
^ I 1 i 1 I 1 1 e�LidldlnK eddt <o41�Y, '.. - I
I I
L4-1
----------
� --•Y•Iw.W�17-1212.19 Oy0•f -..• �(:0,.� 111i7i
ANCHORS TYPE '8'
ALTERNATE E+
4 ANCHORS INTO WOOD ANCHOR LOCATION a
D
I
5/16'TAPCONS Y
MIN. DGE DIST. - " .1-3/4"MIN. EMBED INTO MASONRY MIN. EDGE DIST. y
2 PER CUP(1 ON EACH WING) 5/16"TAPCONS 2-3 TE OR 5/16'TAPCONS
2-3 OR 1-3/4"MIN. EMBED INTO MASONRY / 1-3/4"MM.EMBED INTO MASONRY 5/16 TAPCONS O v1
4" OLLOW BL CK 1 3/4'MIN.EMBED INTO MASONRY
4 HOLLO LO K 3 1 4" 1 PER ANGLE 4 PER CLIP(2 ON EACH WING) 2 PER ANLL n e
MIN. 4" 1O e y p
o
moo ra
c;
II II 11 11 II II II 11 J Z 0 Z
II I 11 11 --_-_ II II I 11 p 0 2 rrte�• ..•,
Q 11 I CONCRETE OR I I I I X I I II CONCRETE OR I I i t 49 3 4 -3 O
� CONCRETE OR IL-JI CEMENT BLOCK 11 II _ < Z 0 — O
l_JI
CEMENT BLOCK 1. 11 11 ALUM 2ANGLE B __ ___ �._J CEMENT BLOCK jl 11 2 X 2 K 1/8' F
I I FLOATING CLIP U V ,
FLOATING CUP i I u V ALUM ANGLE Z .� O Z
I 2 7/16 I I i i Z W Z s<
I 1 1 MIN. I I I I ,J w 2 .]
E-
F
.. MULL 3 1 .
. • e Z MIN. MULL N V z Z
e
ANCHORS TYPE 'C' TO BLOCK ANCHORS TYPE 'D' (INTO BLOCKI a f
ANCHORS TYPE 'F' INTO NCRETE ANCHORS TYPE '0' ONTO CONCRETE) a 3
2 ANCHORS INTO CONCRETE OR CEMEN LOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCKILI
a a
1 I 1"x4" & 2"x4" MULL j~- cosi---'----~ ALTERNATE MULL FFFF
I I ANCHOR LOCATION Z Z
MULL y
I
I1 I I X 1 I 1 1
Imo_________i f- Q I I I I
FLOATING CUP
CONCRETE OR
CEMENT BLOCKA
3x
mI
^n
r
11 it
4 _ .4 a•1\g
II II - p E 4
1 1 _I • U p
5/16'TAPCONS Y Z . • ' ' S C
7-3/4"YIN.EMBED • + • I I• • M • •, • Y
PITO MASONRY .y CO 2 2 C
2 PER CLIP u
. (1 ON EACI.WING) C E
S/16' CONS 1 qg
1-3/4' U U i
1 }'12 SMS YIN.EMBED INTO Ry
I 2 PER ANGLE 4 PER CLIP(2 ON EACH WI '
I r II \X
I i i < fYZOOLt f REV%'}p
+ m ...+�. ..•'' ✓srr�i i
I I I I�. I I I ALL CLIPS AND ANGLES TO FIT SNUG "'w lk Fkr•y1 0 ti:i. u. b',f,�T% 3
11 II
INTO TUBE MULLIONS. �s1d!N 1'7-1212-2y
Sid; m 0 +•Vr
• TAPCONS MAY BE HEX OR FLAT HEAD. k pyo V1°'�' _• �+ W Cy I
,.<+
v CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TOBE PROTECTED
• n WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR F' •••. `,y
WATER-WHITE METHACRYLATE LACOUER. w ��L
5/16'TAPCONS '-3/4-1 MIN EMBED P. `A2AE 111 ITF,4,�'t1 1
INTO MASONRY - 1 PER AN q� {
MIN. EDGE DIST. MIN. EDGE DIST.
3/16' CONCRETE OR 2-3/16" CONCRETE OR
HOLLOW BLO K 5/16'TAPCONS 4" HOLLOW BLO K 3-3/4" 5/15 TAPCONS
3-3/4" 1-3/4'MIN EMBED INTO MASONRY MIN. 1-314'MIN. EMBED INTO MASO C y
MIN. . ER Caw(2 ON EACH WIN
.PER CLIP(2 ON EACH WING) w p o v
1 CLIP LENGTH ^o 3 a o
MULL "L" a o h 2
x 2 X 4 3.688' 3
' o
2 X 6 5.688' 1 Z i a z
1 X = p
11 2. 1 m
2%6 NULL 5/16•TAPCONS w000 BUCK
SI
.�
+ = 1-3/4'MIN.EMBED INTO MASONRY \ I 2%6 MULL 5/16•TAPCONS
♦PER CLIP(2 ON EACH WING) ' 1 1-3/4'MIN.EMBED INTO MASONRY _ _
1 3/4" 0 4 PER CUP(2 ON EACH WING) a � p e
I I -------- ----------1 E-
..]
MIN. f---------- '1 1 3/4"
MIN.
3/4" i U V j
a U3
0 2%6 M _ J o.
CLIP LENGTH 2x6 MULL _ �f ¢ �
2x6 MULL 1 y a
---------- MULL "L"
v U
\Z \Z 2 X 3.688' G%----------- � � o
i 'f 6 5.668' �Z j
n 2 z
3-3/4" R R
MIN.
it
S 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) a r w W a 3
INTO TUBE MULLIONS. A H R TYPE 'H' INTO CONCRETE '� r t
ANCHORS TYPE 'E (INTO BLOCK) TAPCONS MAY BE HEX OR RAT HEAD. "0°D y
4 ANCHORS THRU 1X BUCK c
INTO CONCRETE OR BLOCK $
ANCHORS TYPE H' (INTO CONCRETE) S OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED A d
2"X6" MULL SHOWN c a m
ANCHORS INTO CONCRETE or BLOCK ITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR z z
2"x6" MULL SHOWN WATER-WHITE MET14ACRYLATE LACQUER. � .2 i
3' U
jj
m .,y�5E.,1Ea t: r.•.• .r
/ROM rRfi
AA
'<
rJ'2tE3t112"Elpc O
MIN. EDGE DIST. 5/16-TADCCNS
2-3/16" CONCRETE OR 1-3/4-MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH ..
4" HOLLOW BLK 4 TOTAL(2 ON EACH WING) MIN. o {
MULL "L"
< v 1 X 2 1.668' h z
I a I n� ..•• •I 1 ' •• •;.• n� 1 X 3 2.688'
1 X 4 3.688' p w N 2 z O
2 X 4 3,688' of v
2 X 6 5.688' 3i aT V1 i P
2 -7/16 [2.
LL CLIPS AND ANGLES ARE TO FIT i p Z
MIN. 2*•o.��Md1 i i i i 2 x 2 x I/4' G INTO TUBE MULLIONS.
M I I I I u IN ANGL[ WHERE ANGLES ARE NOT FIT SNUG-------------J iL i TUBE MULLIONS• SEE OPTIONALHOR DETAIL AT SHEET 9 OF 10. ? p S
z z
/ 14 S.M.S.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED z/CHANNEL TUBE MULUOV a .3
WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR
WATER-WHITE METHACRY(ATE LACOUER. u
i `.E F
------- -------- 4 j Z M
------ -------- a' :x
MIN. EDGE DIST. ® 14
2-3/16" CONCRETE ORLAU p�U1
4' HOLLOW BLO K /12 F.H.B.N.S. ( 1 O a
.__ 2/610E 7,1
`/,� W h
1/tl• cc
TACK 11 CHANNEL TUBE YULKN V LENGTHTOTSUG ; i
INTO MULLION0
TUBES MAY BE NOTCHED I 1 N ti z
Z AS SHOWN TO ALLOW NSTALLATION 1 I
OF CLIP ANGLE L < I
CAULK.NOINT AFTER ASSEMB Y Q
rARE
TION OF SCREWS CONNECTING
ES TO TUBES WHERE ANGLES N /14 FH Sus
NOT FIT SNUGINTO TUBE I i 2 DER CUP
IONS. I ACCESS HOLE 1-1/2"O.C.MIN.
O
i i ---- --- -------
M15/8-(2) -
c
_J I m
1
5/16' TAPCONS #14 SMS 3' 1 r y
1-3/4-MIN.EMBED INTO MASONRY 4 PER ANGLE 1 1 s o a
t W
2 PER ANGLE I _____
_1 _1 G N bb
1 ? V m
I I I 1
2 X 2 X 1/8' THIS SCREW CAN BE ' I #12 FH SMS I e $ i A
• ALUM ANGLE INSTALLED IN EITHER I I Z PER CUD
O DIRECTION 1 1 i'O.C.MN. 1 I G _ 4 2t = o
3
I I I I I o e
-- - 1-3/4-X 2-X 1/8•(FOR 2BY TUBE) Am"mr� v C e
' Z 3/4'X 2•X 1/8•FOR(Iffy TUBE) .0 1111111148
new III,
ALUMM LUT TO FR SNUG NS DE LUBE TI Zy \\\\\ 11IFf32 PAS'
1lBJ•11T�IV� 2 \ I
------ ANCHORS TYPE 'II M'6.rrw4 i o�A�S •• y J
METAL TO METAL CONNECTION �G;NU iv ^,O Q.-J
USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION
• 'yY'�:i v'�4� I
ALL CUPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS. c '• �� I
OPTIONAL ANCHOR DETAIL MIN. TAPCONS MAY BE HEX OR FLAT HEAD. °' `• 3 .-- al
MIN.
ANCHORS INTO CONCRETE OR CEMENT BLOCK p
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