HomeMy WebLinkAboutNotice of Acceptance (4) I
M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy
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—LALL
APPROVAL DOCUMENT: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.,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 and renews NOA No.17-1212.24 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.
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INOA No.18-0529.03 MtAMFDADECOUNTY Expiration Date: May 30,2023
Approval Date: June 14,2018
Page 1
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Lawson Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1: EVIDENCE SUBIVIITTED UNDER PREVIOUS NOA's
A.' DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA Is 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 D dated 11/21/17,prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P.E.
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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-Sella,P.E.
(Submitted under NOA No. 02-0501.OS)
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)
Mann el Perez,
Product Control Exa ine,
NOA No.18-0
Expiration Date: May 30,2023
Approval Date: June 14,2018
E-1
Lawson Industries,Inc.
I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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B. TESTS (CONTUV"D)
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 No. 95-121Z09)
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. 95-1212.09)
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 under NOA No. 12-012 7.07)
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 6th Edition(2017), and of
no financial interest,dated November 17,2017,issued, signed and sealed by Thomas
J. Sotos,P.E.
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 01/31196,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)
Manuel P P.E.
Product Control xa iner
NOA No.1 29.03
Expiration Date: May 30,2023
Approval Date: June 14,2018
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Lawson Industries,Inc.
G NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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Y: STATEMENTS(cowrqum)
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.
j (Submitted under NOA No. 03-0128 06)
` 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. 17-0222.13 issued to Lawson Industries,Inc.for their
Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—
L.M.I.",approved on 04/13/17 and expiring on 05/30/18.
2. One year approval,subjected to successful verification test.
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 E dated 05/14/18,prepared by manufacturer,
signed and sealed by Thomas J. Sotos,P.E.
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.
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.
Manuel Per
Product Control E mine.
NOA No.18- 9
Expiration Date: May 30,2023
Approval Date:. June 14,2018
E-3
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Lawson Industries,Inc.
i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(cowmum)
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.
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
f 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.
C., CALCULATIONS
I. Anchor verification calculations and structural analysis,complying with FBC 61h
Edition(2017),prepared by manufacturer,dated 05/24/18, signed and sealed by
Thomas J. Sotos,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
G. OTHERS
=i 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.
I
Manuel Perez,#,2023
.
Product Control Exr
NOA No.18 3
Expiration Date: May
Approval Date: June 14,2018
E-4
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THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y
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GLAZING HORIZONTAL.MULLION
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VERTICAL VERTICAL II 2.ALL GLAZNG PRODUCTS USED NITH THESE MULLIONS MUST MEET THE u
MUWON —MULLION 3 APPLICABLE FLORIGA BLDO.CODE REOUWEUENTS I.E.WIND LOAD,WATER AT .J U
3 D1FR.TWTIOAI.FORCED 11.RESISTANCE,SATETAWLDS ETC.
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ZO S _ INCLUDING WINDOWS,DOORS OR COMBINATIONS MAY BE MULLED. w !
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PRODUCT PRODUCT PRODUCT in PRODUCT +•W000 BUCKS BY OTHERS.MUSE BE ANCHORED PROPERLY f0 TRANSFER S
3 LOADS TO THE STRUCTURE. E,
S.kMCHORS SHALL BE AS LISTED.SPACED AS STIOWTI ON DETAILS.ANCHORS
FMBEDMdF TO 845E MATODAL SMALL BE BEYOND WALL DRESSING OR STUCCO. Z S
ANCHOR/CU - 3 6.ANCHORING OR LOADING CONDITIONS N01 SHOWN IN THESE DETAILS
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B.MATERIALS OICLUDUHG BUT NOT LIMITED TO STEEL OR METAL SCREWS, c+) L� 9
W1 W2 ` W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET ? u
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�" ✓ MULL „L: INSTRUCTIONS• USIN MU ION PROP RT(S ONLYUSE \lT\\EEIEFIA
\ 1%2 1.6BB' cHAn1s AND cRAP16 As FOIEavS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ��5••*••a��'!j
STEP 1DERRMINE oE5xR1 WAS REQUIRED MR PARIINIArE wE/RYD. VATHALL _
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2Jp0 uvc I]UR15 ON SmT 5 of 1D SELECT W WDN SZE 1 OF 10 FOR BUILDING CODE COMPLIANCL_
L I.ALL CUPS AND ANGLES ARE TO FIT s F DIM GM RARMG-DRE TRM1 DE9w MAD 1PEOFIED }I
2.MULLIONS MAY BE ORIENTED VERTICALLY OR.
SNUG INFO TUBE MULLIONS. w s¢P T AzovE HORIZONTALLY, ~Os „` 'a••F?.�
ANGLE CLIP 7.YAfERE ANGLES ARE NOT FIT SNUG Nsua ANCRat TVES a SKCT 4 MRU 9 ANO M1CMtAi tl1Ntt5
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PH No.(FLORIDA305)696-6660
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OF ;-14�C E op Iowa.1p.m I25 r MANUFACTURER OF QUALITY ALUMINUM 17NDOWS AND CLASS DOORS
ALUMINUM TUBE MULLIONS
�lxfNA �� •da.a.r N.eRezO � u/le REINFORCED TUBE MULLIONS DESIGN.PRESSURE CHAIM AND GENERAL NOTES
DATE- 2'-_/QrNS��ri fP r.,.e E n""N"a."".. gz;,A_.... IAF-YL-IOOI '� 5 0➢r0
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MIN.EDGE DIST.
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/ +-1/2'uw.9000 AnnTNArnx +-+/x•uw.N PCNc+1a wx 4• LLOW DL CK
EDGE DIST. Y I•ER um(+ox TAPI mw) t I9i AN0.E s vwcoNs S Iw namxs o w j I-Y/•'Yq.EYB WO 0.5QIRY ED M1 4 1-3/4•Y(t p0-0INIO Y45WM'I q Oi
II 3/4 l RR NP(1 aN fAM YIKD) 1 PCA ANGLL e c
MIN. " DI z
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27/16•
11 II 2 Y 2 x 'i_,I
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I 1 2 BY +B1' �1 1 2 Y 2 Y i/6"
MOOD�� III ILDAIUA:CI1P 11 I -I ANGLE pp G 2
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3/4•MIN. eJ,rTwcna ANCHORS TYPE 'O' (INTO BLOCK)
EDGE DIST. I-+/2'YN.NODD PENETRADDN ?
q ANCHORS TYPE (INTO CONCRETE) o z { j
ALL CUPS AND ANGLES TO FlT SNUG 4 ANCHORS THRU 1X BUCK rn i 1
INTO TUBE MULLIONS. INTO CONCRETE BLOCK o
1�x4'dl 2•x4•MULL
�i TAPCONS MAY BE HEX OR MT HEAD. CID
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MIN.EDGE D157. A s Ci
+ + I I 2-3/18•CONCRETE OR ((
1 I I I I 4•HOLLOW BLO K• spw fMSUNS S/16•TAPCOIS Z a
1 t �i ii 1-�/••uw.Euam Nro u mwn w/••nx.cvDm Ixm uwrpr •yam
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7t ALL CUPS AND ANGLES ro FTT SNUG N
KIEn+MtE i I INTO TUBE MULLIONS. •'' ' = '
Axulan L Ta N TAPCONS MAY BE HIX OR FLAT HEAD. L ,�r �'+
ANCHORS TYPE 'A' ii ii ii ii p 5 p�a�g
2 ANCHORS INTO WOOD
_11
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1 ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE V (INTO CONCRETES
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK �. o
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INTO TUBE MULLIONS.
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TAPCONS MAY.BE HEX OR MT HEAD. _ n 0 C
.HODUCTREYLSFD y '•
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CLIP5 OR AID LES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED U '�r;y•• ''•���`�,;
WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUNINOUS PAINT OR
• n WATER-WHITE METHACRYUTE LACQUER 411 •Il
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ANCHORS TYPE 'E' (INTO BLOCK) 4 ANaoxs THRu a BucX a
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ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2W'MULL SHOWN • S E
ANCHORS IWO CONCRETE ar BLOCK VATH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR
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2 7/i6' i t 1.ALL CLIPS AND ANGLES ARE TO FIT o 6 p z e
1 1
i 214 r 2•e Muo 1 I I
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TUBE MULLIONS. OR v x•_ o�
l I I I I At"µ4 2.WHERE ANGLES ARE NOT FIT SNUG mc
--------------i INTO TUBE MULLIONS.SEE OPTIONAL !1
t ANCHOR DETAIL AT SHEET 9 OF 10.
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CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/L—ta. >�wuNax v S
WITH,AL.KAU-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR --------------- yy� E-
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ALL CUPS AND ANGLES TO FR SNUG 134dwgCLde'
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OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FIAT HEAD. Ii1�LetiwOm4 ny41117s1.a.tNv
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1 _ ANCHOR CLIP NOTES: (i` s`P �
1. FOR CUP TYPES AND ANCHOR CONDITIONS REFER
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g 2. REFER TO CHARTS ABOVE FOR MAX, DESIGN PRESSURE a� ,a�•'��4i
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