HomeMy WebLinkAboutProduct Approval (4) File ®p
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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
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FL#
FL15532-R1 APR
Application Type Revision
Code Version 2014 PER,"AITjriNG
Application Status Approved Si. Lucia County, FL
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Lawson Industries
Address/Phone/Email 8501 NW 90th Street
Medley,FL 33166
(305)696-8660 Ext226
tom@lawsonwindows.com
Authorized Signature Thomas Sotos
tom@lawsonwindows.com
Technical Representative Thomas J Sotos
Address/Phone/Email Lawson Industries
8501 NW 90th Street
.' Medley,FL 33166
(305)696-8660
tom@lawson-industries.com
Quality Assurance Representative Steven Bailey
Address/Phone/Email 8501 NW 90th St.
Medley,FL 33166
(305)696-8660 Ext287
steven@lawsonwindows.com
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
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httns://www.floridabuildine.ora/nr/nr ann dtl.asnx?naram=wGEVXOwtDavKmOdIOUtOt... 2/11/2016
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Florida Building Code Online Page 2 of 2
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Product Approval Method
Method 1 Option A
Date Submitted 05/19/2015
Date Validated 05/19/2015
Date Pending FBC Approval
Date Approved 05/21/2015
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Summary of Products
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FL# Model,Number or Name Description
15532.1 Lawson Impact Aluminum Tube Lawson Impact Aluminum Tube Mullions-With and without
Mullions Steel Reinforcing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15532 RI C CAC Mullions 14-0908-08.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/30/2017
Design Pressure:+150/-150 Installation Instructions
Other: FL15532 R1 II Mullions 14-0908-08.Ddf
Verified By:Thomas J.Sotos,P.E. 55225
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:
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Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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Ni<IAMI-DADE 1Y11AbIi DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTh-WNT OF REGULATORY ANI)ECONOMIC RESOURCES(RER) .11805 SW 26 Street,Room 208
BOARD AND CODE ADl1•fINISTRATION DIVISION T(786)315 2590 F(786)3152599
NOTICE OF ACCEPTANCE (NOA) www.miamiaaae.govleeonomv
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 w/o Steel Reinforcement-L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled"Aluminum Tube Multions" Sheets 01
through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14,prepared by manufacturer, signed and
sealed by Thomas J. Sotos,P. E., bearing the Miami-Dade County Product Control Section 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,
ftNEWAL 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 ofthis 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. 12-0127.07 and consists of this page 1 and evidence pages E-1,E 2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
gamma
NOA No. 14-0908.08
_f` MIAMr DADS COUNTYI�� Expiration Date: May 30,2017
Approval Date: November 06,2014
Page 1
Lawson Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA's No.'s 02-0501.05 and 95�1212.09)
2. Drawing No. LAW—ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through
10 of 10, dated 04/27/10 with revision"B" dated 08/01/14,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 previous 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 1..20" 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 08/27102, signed
and sealed by Rafael E.Droz-Seda,P.E.
(Submitted under previous NOA No. 02-0501.05)
3. Test report 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--inch span aluminum
tube mullions 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.
_ (Srtbtttitted under previous NOA No. 02-0501.05)
4. Test report 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 bf an aluminum. sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HE,TI-024718, dated 8/27102,signed and sealed by Rafael E.Droz—Seda, P. E. -
(Submitted under previous 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 se,3led by Rafael E. Droz---Seda,P. E.
(Submitted under previous NOA No. 02-0501.05)
Jaime D.Gascon,P E
Product Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approvhl Date: November 06,2014
E--1
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Lawson Industries Inc.
V NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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B. TESTS (CONTINUED)
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 previous NOA No. 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—inch span mullion and a 45=-inch high fixed
j window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.
171,4383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E.
(Submitted under previous NOA No. 95-1212.09)
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 wider previous NOA No. 12-012 Z 07)
2. Glazing complies with ASTM E1300-04/09
D. .QUALITY ASSURANCE !
1. Miami—Dade Department of Regulatory and Economic Resources (RER),
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5'"Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E.
2. Department of State Certification of LAWSON INDUSTRIES., INC, as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State.
3. Statement letter of conformance to and complying with FBC 2010, issued by
manufacturer, dated 01/25/12,signed and sealed by Thomas J. Sotos,P.E.
(Submitted under previous NOA No. 12-0127.07)
4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J.Sotos,P.E.
(Submitte(l under previous NOA No. 12-0127.07)
Jaime D.Gascon,P.E,
Product'Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30,2017
Approval Date: November 06,20X4
E•--2
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Lawson Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
F. STATEMENTS(CONTINUED)
5. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15 27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.19,
dated 05/20/10,signed and sealed by Thomas J. Sotos,P.E.
(Submitted under previous NOA No. 10-0610.02)
6. Laboratory compliance letter for- Test Reports No.'s HETI-02-1714,
HETI-02-1716, HETI-02-1717, HET"2-1718, dated 8/27/02 and
IIETI-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 previous NOA No. 02-0501.05)
7. Laboratory compliance letter for Test Reports No.'s 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 previous NOA No. 02--0501.05)
G. OTHERS
1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their
Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement —L.M.I.",
t approved on 03/29/12 and expiring on 05/30/17.
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Jaime D.Gascon,P.U.
Product Control Section Supervisor.
NOA No.14-0908.08
)expiration Date: May 30,2017
Appravnl Date: November Q6,2014
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THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1°
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ANCHOR/CLIP GLAZING ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.
HORIZONTAL MUWON
PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS
1
ANCHOR/CLIP HORIZONTAL MULLION USING MULLION PROPERTIES ONLY
GLAZING '
Nam p e
p PRODUCT GENERAL NOTES: a N
3 ' I.THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
HIGH VELOCITY OF THE HURRICANE
BUILDING CODE 2014 EDRION INCLUDING U]
VERTICAL +'N HIGH VELOCRY HURRICANE ZONE(NVH2).
MULLION
VERTICAL II 2.ALL GLAZING PRODUCTS USED YRTH THESE MUUUONS MUST MEET THE 8 8
MULLION APPI.ICARLE FLORIDA BLDG.CODE REQUIREMENTS I.E.-WIND LOAD,WATER g d la O
INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC.
11 3.MULUONS ARE APPROVED FOR IMPACT AND NDN-IMPACT APPLICATIONS,
GLAZING GLAZING GLAZING 0 zd F=- GLAZING 3 INCLUDING WINDOWS,DOORS OR COMBINATIONS MAY BE MULLED. f+7
PRODUCT PRODUCT PRODUCT N PRODUCT {.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER S
IE 3 LOADS TO THE STRUCTURE
S.ANCHORS SHALL RE AS HSTE0,SPACED AS SHOWN ON DETAILS,ANCHORS ()
EMBEDMENT TO BASE MATERML SHALL BE BEYOND WALL DRESSING OR STUCCO 0
ANCHOR/CIJ 3' 6.ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS.
LARE NOT PART OF.THIS APPROVAL a
7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF N c
WOOD ANCHORS ONLY.
W1 I W2 W3 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
T W
THAT COME INTO CONTACT 201 DINER DISSIMILAR C MATERIALSSECT SHALL MEET []
MULLION SPAN MULIJON SPAN THE REQUIREMENTS OF THE Y014 FLORIDA SLOG CODE-SECTION 20018.4. L`
WIDTH (W) = WI +YZ2+V13 MULLION &CLIP NOTES:
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CUP ANCHOR/CLIP • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o o +
HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET ry
4 OF 10 FOR DFTAILS AND NOTES. B
GLAZING REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
' 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS E
LPROD.UCT
PRODUCT � � 3
�S 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. o g`
+r REFER TO SHEET.10 OF 1D FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
GLAZING 3� a
PRODUCT GLAZING GLAZING II 8
PRODUCT PRODUCT o�
ANCHOR/ LI MULLION g
ANCHOR/CLIP o
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TYPICAL MULLION ARRANGEMENTS ,;Inr,Jl:Warroeundwull ..�r"i:T"""��� �
4
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MULLION ""_T8 6087-76 A063-TA Wa6 TB 6063-Te N
6Lx:2.070 In Ixx: 1.000 in Ixx:0,950 in Ixx:0.370 in! Ixx:0.330 In y
zAPO Sxx: 1.035 in Sxx:0.667 ln'. Szx:0.633 IN: Sxx:0.370 In Sxx:0.330 in
(FLANGE FRAME) (FIN FRAME) (FLANGE FRAIAE) '(FBI FRAME) NGE FRAME) ® a
i STANDARD TUBULAR SHAPES ¢000--y a+ mP1Yim MvIW0ig140Mba 0.
1 TIP.YLLLL_.125'ALL I B01IAInD Co a A �O O
II ALLOY a 0063—TB 4000 L pf.nna9l b.L 9O d
.TER @p(m'0ryll m / ,,,�/A
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6063-TBL � 8
1 X 4 1 X 3 1 x 2
MULLIONS CONTAINING STD TUBE M11110N STD.TUBE MULLION �TI�BF MULLION
TYPI.A A IN PRODUCTS 6063-T6 Goaa-Ts 60B3-T6
HDTQI
DPRONAL HORIZONTAL OR VERTICAL 2 X 6 2 X 4 Ixx:2.070 In` Ixx:0.950 In Ixx:0.330 in! B
•_ STD.TUBE MULLION STD.TUBE MULLION Sxx: 1.035 I e Sxx:0.633 in Sxx:0.330 in: +
SEE WORM OR DOOR APPROVAL FOR 0oa3-Te 003J-TB c
FASTENERS ORES AND SPACING
- Ixx:8.280 Ind Ixx:2.980 Ind P! X
e Sxx:2.760 In Sxx: 1.490 in
CLIP_ LENGTH RECTANGULAR ALUMINUM TUBE MUL_Ljg$S $ k
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INSTRUCTIONS: USING MULLION PROPERTIES ONLY 1.699' USE txuTrs AND 6TwlR THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACTSTEP1"j,.EmsGHLOADR"."OroRPArmauAROPENwaDCAEUSDPATH ALL LAWSON'S MIAMI-DADE 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.STEP 2 USE APPROVED(LAZING PRODUCTS NEETINO ABOVE LOAD 3.600' REQUwmENTS.3.688, ��USE CONNECOGN TO MUtUGH AS PER PRODUCT APPROVAL. NOTES S,688' STEP 4 SPECIFY AN at Situ SPACNO. 1.REFER TO THE GENERAL NOTES ON SHEET gyEE�RaT
Em0 USING CHARTS ON SKEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. 6 �
L 11.ALL CLIPS AND ANGLES ARE TO FIT �VAtn OEson RATING HOPE THAN DESIGN LOAD SPEaDm ' v
SNUG INTO TUBE MULLIONS. IN STEP I ABOVE.
2.MUWONS MAY BE ORIENTED VERTICALLY OR
ANGLE CLIP 2.WHERE ANGLES ARE NOT FIT SNUG USING AMRIoR TYPES DN SHEET a THRU 9 AND ARLHOR CIW1Ts HORIZONTALLY.
ace--TB INTO TUBE MUWONS,SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR ME MIN DESIGN RATING 3,REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION �T
ANCHOR DETAIL AT SHEET 9 OF 10. LroRE IRAN THE DESIGN LOADS SPECo¢D IN STEP I ABovc ARRANGEMENTS OR STACK CONFIGURATIONS. Q
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j3226 :.�A, .g._awtsea daee u•a - + MEDLEY,FLORIDA 33166
* a s2' s I PH No.(305) 696-9660
�F 7lINUPAC777RSR OF QUALITY ALUdlINUdf 7UND0IIS AND OL9SS DOORS
�'+p x.auvo Aga zrzr�o ALUIENTJM TUBE MIJLI.iONS
�e`e �rU;•ti:-`'.:`` 1bvOi�s' v °d"`�a 9NI?15RiBORCED TUBE 1I0lldONS DESIGN PREMM CHARTS AND GENERAL NOTES
T� 9nnrZo�at4
IAA-ML-1001
DATE-
L r.12S IADo yy
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uoa a y
.ISe Ft
U25 A 62 J25 'b�
Imo 1.7222 X 4 /AOD aow Dm e.6e6 aoao a062 o
]¢
4- AS00 WOUYNT STO,TURF
FRAME Z o N
� Z Q ZO
x M I ION .1(e 1I�
eoes-Te 2 X 6 aae.��inez-I .�br .max 1 x 3 �LIBB gl
OPRMUO.7WiL +L 6AOD cTD.7lIBF 1 %4 STO TUBE MULLION 1 X 3 D 0 9
MULl10N 1L_ STD.7UPF Mlll.IION 1 X 3 60&-To CUSTOM MULLION Z F+T
CUSTOM ION 60e0-Te -CUSTOI��MULLION 60.3-70 p PCI S
` I X-TB 6067-70 a
•4 4 ♦ I=:2.168 in
Drz:4.7D9 in. Ixx:4.709 In. 1.:2.168 In, s Ixx:2.218 In.
S.:2.355 in? Sxx:2.355 Ir? Sxx: 1.445 In! SAx: 1.45 in. .a
Sxz: 1.479 m.
P.A00 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME)
STANDARD TURWAN SHAM v
IYP.WALL ,12A'ALL 1�
5 ALEOY A ann al-TO
F LAZIRL G W y In
6 U2UA PRODUCT Fb,
J N
.I60 2A00 N df
,zO L629
emo des .0 --i
.' 4.660
l 5
6.000 AI2 SYS. 61
012'O.C. /.DDO .125
Ia90 �
tx MULLON CLIP 0000 4.M aGzs o ^
60&1-16 1
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS wxs.♦ y, A
"OTC
0 i HORIZONTAL OR VERTICAI
rnwucrxevl6M 8
SEY WINOOW OR DOOR APPROVAL FOR 2 x 6 2 X 4 onndmdclo u1emP1ad0o S O
FASTENERS SIZES AND SPACING Aanpl®rn t+b �8 8 p3
STD,TUBE MULLION STD,TUBE MULLION
b01:19.648 in Ixx:7.649 ink
CLIP LENGTH __--.S.:_6_549 ir1. sxx:3.825'in' _ e
RECTAN UTAR A MIN M B MU ION$
MULL .Ln INSTRUCTIONS: USING MULLION PROPERTIES ONLY
1 X 2 1�68B' USE CNVR;AND GRAPHS AS FOLLOW. 1'TELA#ilfl�l A♦7
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT fi+�. ?•
STEP 1 OEIERIIeIE DESIGN WM REWREO FOR PARDCUWt OPEreNG �:. •.;/�/i
I X 3 2.688' AND CAN BE USED WITH ALL LAWSON`S MIAMI-DADE
NOTCH I X a 3.688' STEP 2 ME wPRwEo cuzwc PRODUCTS YEEIINC AearE LOAo COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. r•:,�,G• '•'�i0
OPTIONAL REONREMENTS.
STEP 3 USE CONNTATON TO MULLION AS PER PRODUCT � „';��
2 X 4 3.688' APPROVAL.
.Ixs LRN. 1:tN
2 X 6 5,688• STEP 4 SPECIFY LUNWUY sxou sPAculD. 1.REFER TO THE GENERAL NOTES ON SHEET
a DO USNo allMS ON SREEr s OF 10 SEUCT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. J'`<-•` 1
1.ALL CLIPS AND ANGLES ARE TO FIT
STEP 5 pnTx DESGI PATuac MORE TIW1 DFasN LOAD 67'ECIOED 2-MULLIONS lAAY BE ORIENTED VERTICALLY OR
SNUG V410 TUBE M.W.NS. IR STEP 1 ARM. ��''•:':�'•
HORIZONTALLY. a ''!•••••�..-.- 14?•P,-
ANGLE CUP 2.WHERE ANGLES ARE NOT FR SNUG UNIC ANGKOR TTPES ON SHUET 6 TIOLU SEC
ANRtOR Owns a
weJ-•is INTO TUBE MULLIONS,SEE OPTIONAL STEP 6 oN SIILEY a,SELECT ANcxoR R9E IDTx DEsxOv IlAi610 J.REFER TO SHEET 1 OF 70 FOR TYPICAL MULLION sr
¢A00 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE OESGN LOADS SPWFEO W STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. <
i
i
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS
Width w. MULL SPAN iX3 I 1X4 2X4 2X8 Wltlth w MULL SPAN 1X3 1X4 2X4 2X8 Width MULL SPAN 1X3 1X4 2X4 2X6 a
K42
150.0 160.0 150.0 150.0 19 150.0 160,0 180,0 750.D 44.0 95.7 160.0 150.0 f
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 4S
160.0 160.0 150.0 160.0 30 111.6 150.0 160.0 160.0 30 28.4 57.4 93.2 150.0
150.0 1fi060 160,0 150.0 36 93.0 160.0 150.0 150.0 36 22.0 47.8 77.7 160.0
160.0 150,0 160.0 160.0 42 79.7 150.0 150.0 150.0 42 18,9 41.0 66.8 150.038i 3!B" 160.0 160.0 150.0 150.0 48 74414" 69.7 1600 150.0 160A 48 120" 16.6 36.9 58.3 149.7 150.0 150.0 150.0 160.0S2.0 134.0 150.0 150.0 54 31.9 51.8 133.1 150.0 fi0.0 150.0 150.0 80 55,8 121,2 160.0 150.0 60 28.7 46.8 119.8 _
BB 150,0 150.0 150.0 1ti0;0 68 50.7 110.1 150.0 150,0 BB 28.1 42.4 103.9 _T;
72 160.0 150,0 160.0 150.0 72 40.5 101.0 15D.0 150.0 T2 23.9 38,9 90.8
78 160.0 160.0 150.0 150.0 7B 42.9 03.2 150.0 16 D.0 7B - 22.1 35.9 02.1 s a
18 150.0 160.0 150.0 150.0 18 128.4 150.0 150.0 160.0 18 33.1 71,9 116.8 160.0
24 150.0 160.0 160.0 150.0 24 95.3 150.0 160.0 150.0 24 24.8 53.9 07.6 160.0
30 160.0 750.0 160.0 150.0 30 77.1 15060 150.0 150.0 30 10.0 43.1 70.1 160.0 w
36 150.0 150.0 150.0 150.0 36 64.2 139.5 160.0 150.0 36 16.5 35.9 58.4 150.0
42 150.0 150,0 150,0 150.0 42 55.0 119.5 15000 160.0 42 - 30.8 50.0 128.6 j
48 60518" 160.0 160.0 160,0 160.0 48 14" 48.2 104.8 160.0 160.0 48 132" 27.0 43.8 112.5 o #T
64 150.0 160.0 160.0 150.0 54 42.8 93.0 150.0 150.0 64 24.0 38.0 100.0
88 160.0 150,0 160,0 160.0 60 38.6 83.7 135.0 160.0 60 21,6 3540 90.0 ® v c
88 147,7 150.0 160.0 160.0 66 35.0 78.1 123.6 150.0 60 19.6 31.8 81.8 y a
72 135.3 15000 150.0 150.0 72 32A 69.7 13.3 150.0 72 18.0 29.2 75.0 C
78 124.9 160.0 150.0 160,0 78 29.6 84.4 104.8 150.0 70 16.6 28.9 89.2
18 160.0 160.0 150,0 160.0 10 80.0 160.0 150.0 150.0 18 25.5 65A 80.0 160.0
24 150.0 160.0 160.0 150.0 24 64.5 140.1 160.0 160.0 24 19.1 41.5 87.5 150.0
30 160.0 160.0 150.0 -150.0 30 61.6 112.1 160.0 160.0 30 16.3 33.2 54.0 138.6 <y
36 160.0 150.0 160.0 150.0 36 43.0 93A 150.0 150,0 36 27.7 45.0 115.5 C
42 150.0 160.0 150.0 150.0 42 38.0 80.1 130.1 160.0 42 - 23.7 38.6 99.0 e 4k
48 67" 160.0 1fi0.0 1fi0.0 150A 48 98" 32.3 70.1 113.E 150.0 48 144" - 20.8 33.7 86.8
`. 64 137.0 150.0 150.0 150.0 64 28.7 62.3 101.2 160.0 64 10.5 ___30,0 _ _77.0 ^�
- 80 123.3 150.0 150.0 50.0 60 25F215
8 56.1 91.1 160.0 60 16.6 27.0 60.3
66 112.1 160.0 160.0 160.0 66 51.0 02.8 150.0 66 - 16.1 24.6 63.0 o a
72 102.8 150.0 150.0 160.0 72 48.7 76.9 150.0 72 - - 22.5 57.8 "gqq
78 94.8 ifi0.0 150.0 150.0 B 43.1 .0 50.0 7B - - 20.8 53.3 2 i S
18 160.0 180.0 150.0 150,0 18 GOA 131.2 150,0 15000 78 22.6 49.0 79.6 150.D i
24 150.0 150.0 150.D 150,0 24 45.3 98.4 150.0 150.0 24 18.9 36.7 59.7 150,0
30 150.0 150.0 150.0 150.0 30 38.3 78.7 127.0 150.0 30 20.4 47,7 122.6
36 160.0 150.0 150.0 150.0 36 30.2 65.6 106.8 150.0 36 24.5 39.8 102.2
42 190.5 150.0 150.0 150,0 42 26.9 68.2 01.4 150.D 42 - 21.0 34.1 87.8 d
48 63" 114.2 160.0 160.0 160.0 48 108" 22.7 49.2 5 11 150.0 411 150 18.4 20.0 76.6
64 101.6 160.0 160.0 150.0 64 20.1 43.7 1.1 150.0 b4 16.3 28.6 8B.1 fi s z U
60 91.3 150.0 150.0 150.0 80 18.1 39.4 84.0 150.0 B0 - - 23.9 01.3 y rc q
BB B3.0 150.0 150.0 150.0 66 16.6 35.8 88.1 147.0 66 - - 21.7 55.7
` 72 78.1 142.4 150.0 1b0.0 72 16.1 32.8 53.3 134,8 72 18.9 51.1
78 7D.2 131.4 150.0 160.0 78 30.3 49.2 124.4 78 10.4 47.2
I IwRrzaDAL uuuoN \goln nlryr�ry
re- .3 7 TYPICAL MULLION ARRANGEMENTS
o9ucr ri
MCHEG EC BE PISCRS IN9DE RECENWULM SFUPE GLAZING GLAZING a OrROl1ULTN6VISED ,TFRGOucT PRooum NMULLIONS RATED IN THESE CHARTS MAY BE ORIENTED I 0u0dfoU CodaVERTICALLY IO H ET 2EEN WID 5�a��py �(INTERPOLATION BETWEEN WIDTHS ALLOWED) A<arimlcc 00
d"}
w11 W2 WIDTH (W) - wi +v!2 vM,ihoeer,oeo�icon, ...,
MULLION 5PM1, 2 4
i
i
1
I
a/Is'Tn ms MIN.EDGE DIST.
5116.
le'TAPCONS GE MIN. 1_lQ CLIP WIJoo PENflnm..) 1_1/]•CN.woo.PENETRAnoN 2-4 JO CONCRETE OR qy P
EDGE DIST 1 PEq CUP(I ON EACN WINO) 1 PER AN 4" OLLOV!BL CK a/10•UPCONS 5/I6'TAPCONS O i
1-3//'NN.EMBED IWO LVSOWW 1-3/4'ION.ENBED INTO IMOMTY $ A N
3 4 1 PER CLIP(]ON WING) 2 PER NJCLE
f MIN. 1O m rn z
.T
I I I I ..-. _ I I # P, �1 <
I l i i Z xi
I I I
---"- -""' - IX ROAM CLIP I 2 X 1 X 1 0 / I I I I S// 2 7 1 Be yy 1l>�i
. L J I I ALU41 ANClE
N I I ]BY 1 I l L-J I I 4 '•
\ 1 I w000 BUCN I I I 1 B/ 1r x x P X 1/B I,
I 1 I N I_____________I pJODD BUCN i ; IX NAAIINO ClP L 1 A1U41 MOLE• q
R
I
EDGE
MIN. s/w rAPcoxs ANCHORS TYPE 'D' (INTO BLOCK �U
EDGE DIST. 1-1/2-MIK NODD PENEIMRDN %
'PER ANCHORS TYPE V (INTO CONCRETE)
• - 4 ANCHORS 7HRU 1X BUCK
ALL CUPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK
I \d N2T0 TUBE MULLIONS. TA1 N
I"z4"& 2"zb"MULL
� I I TAPCONS MAY BE HEX OR FLAT HEAD. W a a
a u
MIN.EDGE DIST. (a u a
1 1 2-3/1 B"CONCRETE OR I 3/4'NN,[vBEn/16 MASONm �{
4"HOLLOW BLO K 6/Ie"Tu+caNs 5/IBTArcDNs $
li v1 T4'
Ia//'MIK EMBED INTO PAEONRT 1------ 01 x X x x 1/e• x PFR (1ON FIILl1 WMG 1 PER ANCIE
NaoD 6ucx I auN ANGLEALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
ANCHOR wrwnon TAPCONS MAY BE HEX OR FLAT HEAD. ', •I o o
I
ANCHORS TYPF. 'A' •
2 ANCHORS INTO WOOD I I� I
I IS' I r '_______ PDDD I IX nOAmm I iI ALUN]/J
. a/le'TONs1 I/4"MN. 1-1/2'WN.W0 W 1-I/]' BN.WOOGPE /PR CLIP(2 M 2 DUET
IGLE�
s o`
ACANCLE , I { { I 4 n
� z z
Ni < ANCHORS TYPE 'C' (,INTO BLOCKSQ E
\,'s ANCHORS TYPE 'F (INTO CONCRETE) 8
THRU
NTON CHORS CONCRETE ORI BLOCKK .t`tITT+IIIU,33;SJ f'
I I 1 1 I :�.� •.
� i
1 1/4'MI
.CAI .....
___-_-- ROARIG CUP N ALUIJ]ANCI.Ee"
r , IIIJJJJ
\ 1 I WOOD BUCK I I { t i •: !i l47 ,1J
PRODUCT RGVIBIiU
l mmnlplYinBWllh lhLPloAdL
4
I I ---------� D.adll�cAdo 4,�Qg08.08 .,,
j I Amplmm Nn 0 ��:
ANCHORS TYPE 'B' `�`a — 20'� '•Jrl `'';,
ALlERN4TE
AlICN
4 ANCHORS INTO WOOD OR LOCATION NIL Lh Pmd.0CLnlmi
A
i
I
I
I
MIN.EDGE DIST. IN.EDGE DIST.
5 .3"
2- le CONCRETE OR 2-M16'CONCRETE OR
4 JOLLLOM)W B CK
4 HOLLOW BLOCK 1 m" ING) To'wcoHs s/,e* 5/Ir—coms
F— 1-3/4 H. EEC I RIP E-1 1-1,4'MET 0 ItAsom "/4-ION.EMBED INTO MASONRY
I PER ANGLE 3/4' 4 C,(2 OB WHO) 2 PER ANGLE
_7
0 H"
C" o
%lNl
% I.
XQ
OR I
BLOCK
CONCRETE I I CONCRETE OR
CEMENT KOCK CEMENT 2 X 2 X CONCRETE OR 2 X 2 X 10'CCNETff CLOCK ALUM ANG1.
U F�-G CLII` 1 I 2 7/16 FtDAU"q CLIP
MIN
LL
ANCHORS TYPE (INTO BLOCK)
ANCHORS TYPE 'C' (INTO BLOCK -4
ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE)
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK i 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
ML lwx4"&2"x4"MULL
ALTERNATE
ANCHOR LOCkTION will
I�----------
lKa CLP
CONCRETEOR
CEMENT BLOCK
b/16-H.T�
EMBED
Mro ATM 2 rCFI CUP
(1 ON EACH MO) -11211 4IS 5/V T—Gus
PER ANGLE .11.CLIP(ED EMB imo M�Emw
2 ON MH WINO)
t! El
AL
L AND ANGLES'10=1��TTSIIUG
TU13E MUL-LIONS. OR HEAD.
T PCONS MAY BE HEX A
PROD
D.diq
= OIN ce
KALI DIRECTLY TO MASONRY CUPS OR ANGLES CONNECTED TO BE PROTECTED
I A,.
WITH AL RESISTANT COATING (SUCH AS BITUMINOUS PAINT OR
WATER-WHRE MEniACRYLATE LACQUER. I
e/1L•TAP%H,.1�/4" EMBED—/ h alcoolt.
R
MIN.EDGE GIST. MIN.EDGE DIST.
2- 16"CONCRLTE OR 2-3116"CONCRETE OR F
4 HOLLOW BLOCK 3-3/4' 4 HOLLOW BLO K 3-3/4'. 4
MIN. • MIN
4 PER ON FACIi Mm)
CLIP LENGTH .......
2 X 41 3.668,
2 X 6 5,608' 7 z qz
o
%.M WOK
EI wo mom
1 3/4' 4 FOR CUP(2 M Ml!LINO)
it i MIN. --------—--------------------- 1 1/4'
N
3/4" A
+
2X8 LIULL CLIP LENGTH
MULL
X 4 1 3,688
4
MIN
ANCHORS TYPE 'E' (INTO BLOCK)
5 11/16- FALL�6PIS LES TO FIT SNUG
I INTO TUBE 11LIO,EX'
Ns ANCHORS TYPE 'H' (INTO CONCRETE) WOOD A&ANCHORSAHORS TYPE K TAPCONS MAY MULLIONS.
EOR FLAT HEAD] 4 ANCHORS 7HRU IX BUCK
ANCHORS TYPE 'H' (INTO CONCRETE) I INTO CONCRETE OR BUD CLIPS OR ANGLES CONNECTED DIRECTLY III MASONRY TO BE PROTECTED CK
ANCHORS INTO CONCRETE or BLOCKWITH ALKALI-RESISTANT COATINGS, SUCH AS!BITUMINOUS PAINT OR 2*XO'MULL SHOWN
2"X6'MULL SHOWN WATER-WHITE METRACRYWE LACQUER.
..........
Ili
PRODUCTRUVISED
�lh.l lid
nRe:nRaali
ea
MIN.EDGE DIST.
2-3/16-CONCRETE OR 1-3/.'MIN.EMS wo M Scw CLIP LENGTH
4-HOLLOW @10 K 4 TOTAL(2 ON EACH IMIG) MIN'
MULL
I x a 1.668'
I x 3 2.688,
I X 4 3.608,
2 X 4 3.698'
Z X 6 5.688'
1.ALL CLIPS AND ANGLES AR TO FIT
2.4 2.8 i i
SN TUBE MULLIONS.
UGHFIRP 2.IN W ANGLES ARE'NOT FIT SNUG 0 TUBE MULLIONS,SEE OPTIONAL
it i ANCHOR ETAIL AT SHEET 9 OF 10.
rA
TO BE PROTECTED 21 14 SAL&
UPS OR ANGLES CONNECTED DIRECTLY TO MASONRY C IMSE LIULUOM
WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT R
IC WATER-WHITE MEMCRiLATE LACQUER.
------ --------
H. w
MIN.EDGE DIST. A ------- --------
2-3/16-CONCRETE OR
4- OLLOW 112 IFVL&M.S.
2/SIM
I/a-Im"m C�m
'm TO FIT ma I —TUBE M=m Am MuwOM
TUBES MY BE NOTCHED
AS SMV M ALLOW INSTAULA1104
OF CUPMOLE
r—lION OF-R --N—NE-111: CAULK JOW AM ASSEMBLY
ANGLES
rL�T,ANGLES TO TUBES WHERE ANGLES PER CUP
ARE
�14 rill SM
ARE NOT FIT SNUG INTO TUBE
AC=HMEi 01C.U(N.
ON
MULLIONS. I
(D
5/8'(2 ------
�Po
A- L
"/4-un EMBED4 PER AM—Gu
W2 OP NAM"
�M` ------ ----- -----
2 X 2 X l ' Is CREW J12 M SMS ALUM ANGLEOMALLED IN
DIRECTION RIPER CUP
4:1 1: 1/B cow
,X IIUlQ 211
CVT TO FIT SNUG INSOE TUBE
2 X 2 1 X
ALUM AN
2/1— TUBE
0. _,MM M.
.A. El
ANCHORS TYPE T
METAL TO METAL CONNECTION
USE CHkM FOR ANCHOR TYPE T TO VERIFY CAPACITY OF CONNECTION am i".
• ftb d.III.Tid.
3/4 0 FIT SNUG
MU
IN.
1 3/4- OPTIONAL ANCHOR DETAIL Z FLAT HEAD.
--MLII I ANCHORS INTO CONCRETE OR CEMENT BLOCK
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.y = •e•-Rvv,sva eva'v Fv�tTe F8C-Q016 MEDLEY.FLORID A 33,66
PH k.(305)696-5660
]4
d!AlVUFdC7URBR OF QUALITY dLUlfINUY D77VDOA5 M'll CLASS DOORS
ALUMMUM TUBE MULLIONS
XPI= °�'oAi1i°4 CUP/ANCHORS DEMON PRESSDRE CHAWS AND MERAL NOTES
n.sr,hro.n.a�.rn n...cr air.. LAW-ffi.-1001 10 w 10