HomeMy WebLinkAboutNOADADE
MIAMI-DARE COUNTY, FLORIDA
MINA®
PRODUCT COM ROL SECTION
DEPARTNIENT OF REGULATORYAND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3 t�2599
NOTICE OF ACCEPTANCE (NOA) RECETI/Fn .miamidadeeov/economv
Lawson industries, Inc.
8501 NW 9e Street APR 2 4 2018 .SCANNED
Medley, FL 33166 BY
.SCOPE: ST. Lucle cow
Permitting St. Lucie County
This NOA is being issued under the applicable rotes 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 AID (in areas other than Miami -Dade County) reserve the right to
have this product or material tested for quality assurance proposes. 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 a herein, and has been designed to comply with the Florida Building Code,
inc Velocity Hurricane Zone.
APPROVAL DOCUMENT: Drawing No. L9 000-0901 Rev C, titled "Series SGD-9000 Aluminum Sliding
Glass Door (NJ.) No Steel Reinforcement', sheets 01 through 08 of 08, prepared by manufacturer, dated
06/04/09 and last revised on NOV 21, 2017, 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
- uct Control Section.
MISSILE IMPACT RATING: None: Approved Hurricane Protection Devices Complying w/ FBC , as
�RNII&cable, are required. CONCEALED FASTENERS OR ATTACHME
Limitations: ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR
1. See design Pressure chart S lass es 1 ei m s ee _Z.
2. Applicable door egress requirement to be reviewed by Building official
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 # 17-0608.05 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
Ishaq L Chanda, P. E.
NOA No.17-1212.06
MIAMFDADECOUNTY c'g72-�` 1�2C Expiration Date: August 26, 2022
ST. LUCIE COUNTY BUILDING DIVISIO val-Date: January25,2018
REVIEWED FOR COMPLIA�
e.Arhn Al i oononeonurnoi.REVIEWF�RY— . t� ,J/i Pagel
wumcu or n¢w morma ivno i rwi `�I.D HIVU MKMIT MUST BE KEPT ON 10B
kY BE NECESSARY IN ORDER TO SITE OR NO INSPECTIONS) WILL BE MADE
)MPLY WITH ALL APPLICABLE CODES.
Dawson 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.'s 99-0517.05 and 09-0706.07)
2. Drawing No. L900"901, titled "Series SGD-9000 Aluminum Sliding Glass Door (N.I.)
No Steel Reinforcement", sheets 01 through 08 of 08, prepared by manufacturer, dated
06/04/09, with the latest revision `B", dated 12/19/14, signed and sealed by Thomas J.
Sotos, P. E.
B. TESTS
1. Test reports 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 Reports No.'s
BETI-09-2534 and HET148-2176, dated 05105109, both signed and sealed by Candido
F. Font, P. E. (Submitted under NOA No. 09-0706.07)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per ASTM F 842-04
along with marked -up drawings and installation diagram of an Aluminum Sliding
Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTIr2019, FTL-2021, FTL-2023, FTL-2024, FTL-2025, FTIr2028, FTL-2029
and F1Ir2030, dated 01/04/99, all signed and sealed by Gilbert Diamond, P. E.
(Submitted under NOA No. 99-051Z05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC, prepared by
Lawson Industries, Inc., dated 04/28/15, signed and sealed by Thomas J. Sotos, P. E.
(Submitted under previous NOA No.14-0908.03)
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. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-
75 (Black), published by Team Plastics. IncJ Bayshore Vinyl Compounds, Inc. a division
of Mexichem SAB de CV, LLC
Isbaq 1. Chanda, P. E.
Product Control Examiner
NOA No.17-1212.06
Expiration Date: August 26, 2022
Approval Date: January 25, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 51 Edition (2014), issued by
manufacturer, dated 05/24/17, signed and sealed by Thomas J. Sotos, P. E.
2. Statement letter of no financial dtd 011=09, signed and sealed by Thomas J. Sotos, P. E.
(Submitted under NOANo. 09-0706.07)
3. Laboratory compliance letter for Test Report No.'s HETI-09 2534 and HETI-08-
2176, issued by Hurricane Engineering & Testing, Inc., dated 05/05/09, signed and sealed
by Candido F. Font, P. E.
(Submitted underNOWNa. 09-0706.07)
4. Proposal No. 08- 0591, issued by Product Control, dated 07/15/08, signed by Renzo
Narciso.
(Submitted under NOANo. 12 1204.12)
5. Laboratory compliance letter for Test Reports No_'s FTL-2019, FTIr2021, FTL-
2023, FTL-2024, FTL2025, FTL-2028, FTL-2029 and FTL-2030, issued by
Fenestration Testing Laboratory, Inc., dated 01/04/99, all signed and sealed by Gilbert
Diamond, P. E.
(Submitted under NOA No. 99-0517.05)
6. Proposal issued by Product Control, dated 04/14/98, signed by Jaime D. Gascon, P. E.
(Submitted under NOANo. 99-0517.05)
G. OTHERS
1. Notice of Acceptance No. 14-0908.03, issued to Lawson Industries, Inc. for their Series
"SDG-9000 ST" Aluminum Sliding Glass Door w/o Reinforcement - N.I.", approved
on 05/07/15 and expiring on 08/26/17.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L90004901 Rev C, titled "Series SGD-9000 Aluminum Sliding Glass Door
(N.I.) No Steel ReinforcemenY', sheets 01 through 08 of 08, prepared by manufacturer, dated
06/04/09 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Sotos, P. E.
Note: This revision consist of editorial changes of FBC 17 (60' Edition) code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
haq I. Chanda, P. E.
Product Control Examiner
NOA No.17-1212.06
Expiration Date: August 26, 2022
Approval Date: January 25, 2018
E-2
Lawson Industries. Inc
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERL&L CERTIFICATIONS
1. None.
F. STATEMENTS
I. Statement letter of conformance to FBC 2017 (6�h Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
IL OTHER
1. This NOA revises # 17-0608.05, expiring 08/26/22.
Ishaq L Chands, P. E.
Product Control Examiner
NOA No.17-1212.06
Expiration Date: August 26, 2022
Approval Date: January 25, 2018
E-3
TYPICAL Vi EN%T ON
TESTED UNIT (OXXX)
NOTES: SGD-9000 ALUMINUM SLIDING GLASS DOOR
SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th EDITION
k 201T-61h ECiOon),
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHAH BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDNENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSNG OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
NON -IMPACT
WITHOUT REINFORCING
fR00IICtgEY6P9
A14rtb4�W 4t{lrY4
pe NN-17-121Z•06
BTtLaIa dr�yyt—�y7KlYA-
6 ally
DOORS NOT RATED FOR IMPACT,INSTALLATION
b01"
OF THIS PRODUCT REQUIRES THE USE Of APPROVED
.{ASHUTTERS
OR EXTERNAL PROTECTION DEVICESRCOMPLYNG
9
WITH HYHZ REQUIREMENTS.
N
PANEL MGM
Rf7H 2 PANELS ONLY (3/I6" TEMP. GLASS)
2
L-9002
I
FRAME SILL (2 TRAOf)
60W-76 ALUM.
p.NoME
NOMINAL
DOOR HOGHT
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J
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L-9003
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6083-M ALUM,
6053- TS NUM,
PROFILE
PROFILE
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58.7
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3 0
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66.2
56.7
66.2
63.3
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8
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6063-TB ALUM.
PROFILE
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49.9
49.9
49.9
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72.2
63.3
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64.5
721
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M-034
2/ PANEL
PANEL ASSY SCREW 0 BOTTOM RAL
40.7
60.4
56.1
60.4
60.4
W.4
1
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12
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FRAME ASSEMBLY SCREW
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40.7
52.5
52,5
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$2.5
525
525
525
14
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AS KIM.
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-
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410
40.7
43.0
43.0
43.0
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43.0
15
7329-MI-7
AS REOD.
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SILL LASER
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IN PUCE
5/8" TEMP. INSULATED GLASS MAY BE USED IN 4XB' PANELS OR SMALLER.
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-
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RXm PANFL JAMB CLIP
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CH_2719]
19
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I
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8081-T6 NUM.
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DESIGN LOAD CAPACITY - PSF
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L-2031
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6063-T6 ALUM.
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6/8
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56.7
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61.4
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M801 Nylon 6-8
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54.0
54.0
54.0
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MIDI Neon 6-6
Melded Nylon- Reekwee M rate: 79
40.7
40.7
45.5
40.9
153
10.9
163
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60.9
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INT, OEM. PULLS. GAY, MER
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0083-i6 AWY,
PROFILE
5/8" TEMP• INSULATED GLASS MAY BE USED IN 4X6' PANELS OR SMALLER.
40
UI-I6]
1/ PANEL
]/6' INSULATED PANEL ASTRAGAL
6063-T6 ALUM.
PROMS
41
u-1040
AS REOb.
POCKET DOOR AUB H00(
0063-T6 ALUM.
PROFILE
42
L-9045
AS REO'0,
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TEAM PLASTICS no.
See Malelaf Camp.mU O She. -Is
41 812-25N-351 AS R56 TpSrl' Don Seal Sawa Spacer Black - f/V' Xr Space
N 9/0 RICH 000 6 ONLY
GLASS CAPACITIES ON TKESE CHARTS ARE EASED ON
ASM E1300-98 (50 SEC. WIND)
T 3116' TEND. CUSS
THIS APPROVES DOORS USING TWO (2) OR THREE (3) TRACK FRAMES 1 f9loBOcf21¢yIe®
WITH ANY NUMBER OF PANELS THAT CONTAIN THE STILE CONFIGURATION I k' I^olonyw OWFb14
SHOWN ON SHEETS 4 AND B. I.E. XX, OX. XO, XXX. OXO, OXXO. O I -Ai Soon �,cu�ao 17/2/p.pG
AND THE FOLLOWING POCKET DOOR CONFIGURATIONS: u II s Ye O'1e�Z M
XXp, PXX, XXXP. PXXX, XXXXP. PXXXX, PXXXXP y V
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WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND.
MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
INTO 28Y WOOD BUCKS OR WOOD STRUCTURE
1-3/8' MIN. PENETRATION INTO WOOD
THRU 18Y WOOD BUCKS INTO MASONRY OR CONC.
1-1/4' MIN. EMBED INTO MASONRY OR CONC.
CTLY INTO CONCRETE OR MASONRY
1- MIN, EMBED INTO CONCRETE OR MASONRY
INTO METAL
STEEL : 12 0A MIN, THICK- 0.105' (Fy a 36 KSI MIN,)
ALUMINUM 1/8' THK. MIN. (6063-T5 MIN.)
410 SMS - GRADE 2
INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK.. 1/8')
(NO SHIM SPACE)
TMPICAL EDGE INSTANCE
INTO CONCRETE AND MASONRY a 2-1/2' MIN,
REST .10XF.NEO TO INTO WOOD STRUCTURE a I' MIN. (OR AS SHOWN)
'MNI SUCONE INTO METAL STRUCTURE - 3/4' MIN,
SUBSTRATES•
WOOD BUCK (P.T.) AT HEAD OR JAMBS SO = 0,53 MIN.
CONCRETE AT HEAD, SILL OR JAMBS F'e - WOO PSI MIN.
C-90 GROUT / FILLED BLOCK AT JAMBS F'm n 210 PSI WIN.
ovnals . RANTS
ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND
HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALANT.
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FRAME SILL (3) TRACK INSULATED INTERLOCK
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IFES
RAMV , ENGINEERING, INC.
2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING
Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND PDE,
DESIGN WIND LOADS (LBS/SQFT) Kd = .85 /~`
FOR 170 MPH WIND ZONE
Interior & Exterior Zones (4&5 - Walls) Positive Pressures P ��ti eicoo
Exposure D For the 170 mph Wind Zone CATEGORY-2 BL'_DG.
Effective Wind Area (or, Tributary Area) in Square_Feet
Height
10
20
30
40
.'50-
60
Maximum
1.00
0.95
0.92
0.89
/ '0:980
0.86
iA,
46.1
44.0
42.8
41.9 /'
41..3,
40.7
2
4 .3
6.1
44.9
44.0 '
-�,4:VV
42.7
5
47.9
46.5
45'.,6-.
9,'9
44.3
30
51.9
49.6
48.2
47.2
46.5
45.9
40
54.6
52.1
50.7
R 49:7..,,
`/ 48.9
48.2
50
56.8
1 54.3
1 52.8 1--�,
51.7` '
50.9
50.2
60
58.6
56.0
54.4• <
f'53L37
1 52.5
51.8
•Interior•Zone(4-Walls).Negative.Pressures°'
Exposure D For the 170 mph Wlnd`Zone CATEGORY 2 BLDG:.
Effective Wind Acea,(or;,Tributary Area) in Square Feet
Height
10
20
1,/�30/-� '
40
50
60
Maximum
-1.10
-1.05
°� 5-1:02`
-0.99
-0.98
-0.96
1
-5
-4 _ 1 ;
`-46.7
-45.8
-45.2
-44.6
o
0:2 -
Y49.0
-48.1
-47.4
-46.8
25
-54.4
-521 ;
-50.8
-49.8
-49.1
-48.5
30
-56.3 J
-54.0 `
-52.6
-51.6
-50.9
-50.3
40
-59.2/
/ 256.7
1 -55.3
1 -54.3
1 -53.5
-52.9
50
-61.6`�,;
' � -59r1
-57.6
-56.5
-55.7
-55.0
60
7q&p6 _
\: 60.9
1 -59.4
1 -58.3
1 -57.4
-56.8
1f ( /J__1
Exterior Zones_(5'-Walls) Negative Pressures...
Exposure D _ .. ` For the -170 1.mph Wind Zone CATEGORY 2 BLDG.
i
Effective Wind Area (or, Tributary Area) in Square Feet
Height
} 110
20.
30
40
50
60
(Maxi 111UM')_-,_7/1.40
-1.29
-1.23
-1.19
-1.15
-1.13
/15,
-61.7
-57.6
-55.1
-53.4
-52.1
-51.0
i✓ 20":`e
-64.7
-60.3
-57.8
-56.0
-54.6
-53.4
25
-67.1
-62.6
-59.9
-58.1
-56.6
-55.4
( 30
-69.5
-64.8
-62.1
1 -60.1
1 -58.6
-57.4
\, 40
-73.1
-68.2
-65.3
-63.2
1 -61.7
-60.4
60
-76.1
71.0
-68.0
-65.8
-64.2
-62.8
�,
60 -78.5 -73.2 -70.1 -67:9 -66.2 -64.8
NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.
LZength of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller,
but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet).