HomeMy WebLinkAboutNOA; Series SGD-9000 Dry Glazed 8ft Aluminium Sliding Glass DoorM IAM I -DARE MIAMI DADE COUNTY, FLORIDA
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.miamidade.gov/economy
Lawson Industries, Inc.
8501 NW 90111 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 reviewedand 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 afterthe expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ orthe 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 p erform 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: Series "SGD 9000 Dry Glazed" 810" Aluminum Sliding Glass Door - N. I.
APPROVAL DOCUMENT: DrawingNo.L9000-0901 RevD, 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 and last revised on AUG 03, 2020, 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: None: Approved Hurricane Protection Devices Complying w/ FBC, as
applicable, are required.
Limitations:
1. See design Pressure chart VS door sizes, glass types and Sill height, in sheets 2.
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.
TERNHNATION of this NOAwill occur after the expiration date or if there has been a revision or change in the
materials, use, and/ or manufacture ofthe product or process. Misuse ofthis 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 ofthis NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOAnumber preceded by the words Miami Dade County, Florida, and followed b y
the expiration date may be displayed in advertising literature. If any portion ofthe NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy ofthis entireNOA 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 # 17-1212.06 and consists ofthis 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 Ishaq I. Chanda, P. E.
NOA No. 20-0901.07
(tia Expiration Date: August 26, 2022
Approval Date: December 03, 2020
Page 1
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.'s 99-0517.05 and 09-0706.07)
2. Drawing No. L9000-0901, 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
HETI-09 2534 and HETI-08-2176, dated 05/05/09, 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 FTL-2019, FTL-2021, FTL-2023, FTL-2024, FTL-2025, FTL 2028, FTL-2029
and FTL-2030, dated 01/04/99, all signed and sealed by Gilbert Diamond, P. E.
(Submitted under NOA No. 99-0517.05)
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. Inc./ Bayshore Vinyl Compounds, Inc. a division
of Mexichem SAB de CV, LLC.
1
Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0901.07
Expiration Date: August 26, 2022
Approval Date: December 03, 2020
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5th 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 01/22/09, signed and sealed by Thomas J. Sotos, P. E.
(Submitted under NOA No. 09-0706.07)
3. Laboratory compliance letter for Test Report No.'s BETI-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 under NOA No. 09-0706.07)
4. Proposal No. 08-0591, issued by Product Control, dated 07/15/08, signed by Renzo
Narciso.
(Submitted under NOA No.12-1204.12)
5. Laboratory compliance letter for Test Reports No.'s FTL-2019, FTL-2021, FTL-
2023, FTL-2024, FTL-2025, FT r-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 NOA No. 99-0517.05)
G. OTHERS
1. Notice of Acceptance No. 14-0908.03, issued to Lawson Industries, Inc. for their Series
"SDG-9000 8'0" Aluminum Sliding Glass Door w/o Reinforcement - N.I.", approved
on 05/07/15 and expiring on 08/26/17.
2. Evidence submitted previous approval.
A. DRAWINGS
1. Drawing No. L9000-0901 Rev C, 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 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Sotos, P. E.
Note: This revision consists of editorial changes of FBC 17 (61h Edition) code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE .
1. Miami Dade DepartmentofRegulatory and Economic Resources (RER). SSG L�i�n.k
Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0901.07
Expiration Date: August 26, 2022
Approval Date: December 03, 2020
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (611 Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
G. OTHER
1. This NOA revises # 17-0608.05, expiring 08/26/22.
3. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L9000-0901 Rev D, 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 and last revised on DEC 03, 2020, signed and sealed by Thomas J. Sotos, P. E.
Note: This revision consists of editorial changes of FBC 2020 (Th Edition) code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, to FBC 2020 (71h Edition) and "No financial interest"
dated 08/03/20, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
G. OTHER
1. This NOA revises # 17-1212.06 and updates to FBC 2020, expiring 08/26/22.
Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0901.07
Expiration Date: August 26, 2022
Approval Date: December 03, 2020
E-3
943 114'
DOOR WIDTH
CLUSTER OF
18' MAX 4 ANCHORS ,
AT SOLE ENDS
6' MAX. T1P.
�6' TYP
A I I HEAD/SILL
HEAD/SILL CORNERS
5/8" TEMP. INSULATED GLASS
3/16' TEMP. GLASS
ON 08' PANELS OR SMALLER
C
D
E
F
iD
G
o
g
B
57'
57'
57 3/8'
57'
D.L. OPG.
D.L. OPG.
D.L. OPG.
D.L. OPG.
61 7/8"
62 1/4'
61 7/8"
61 7/8"
PANEL WIDTH
PANEL WIDTH
TYPICAL ELEVATION
TESTED UNIT (OXXX)
SGD-9000 ALUMINUM SLIDING GLASS DOOR
NOTES:
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 (2017-6th EDITION
& 2020-7th Edition).
WOOD -BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY -TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
PRODUCT REVISED
ea comp) ng with The Florida
Bu11dIng Soda
NGA-To. 20-0901.07
Expiration Date08/26/2022
0
N
NON —IMPACT By Isu"71•LS"�k
~
WITHOUT REINFORCING Mam1-Dade Product Control
`jttTT51iP9BOt
•. •Lt
m
.)•��
DOORS NOT RATED FOR IMPACT.
"S
0 ,,,
INSTALLATION OF THIS PRODUCT REQUIRES THE USE OF APPROVED
SHUTTERS OR EXTERNAL PROTECTION DEVICES
oci
.Y
COMPLYING WITH HVHZ REQUIREMENTS.
?¢
DESIGN LOAD CAPACITY - PSF
PANEL WIDTH
NOMINAL
FT./IN.
DOOR HEIGHT
FT./IN.
DOORS WITH 2 PANELS ONLY (3/16" TEMP. GLASS)
1-3/4" SILL
2-1/4" SILL
2-1/2" SILL
3" SILL
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+) I
INT. (-)
EXT. (+)E
2/0
5/0
6/8
40.7
89.3
56.7
89.3
63.3
89.3
64.52/6
40.7
75.3
56.7
75.3
63.3
75.3
64.53/0
40.7
66.2
56.7
66.2
63.3
662
64.54/0
40.7
55.4
55.4
55.4
55.4
55.4
55.4
40.7
49.9
49.9
49.9
49.9
49.9
49.9
49.9
2/0
2/6
3/0
4/0
8/0
40.7
72.2
56.7
72.2
63.3
72.2
64.5
72.2
40.7
60.4
56.7
60.4
60.4
60.4
60.4
60.4
40.7
52.5
52.5
52.5
52.5
52.5
52.5
1 52.5
40.7
43.0
43.0
43.0
43.0
43.0
43.0
43.0
2/0
2/6
9/0
40.7
54.3
54.3
54.3
54.3
54.3
54.3
54.3
40.7
44.3
44.3
44.3
44.3
44.3
44.3
44.3
5/8" TEMP. INSULATED GLASS MAY BE USED IN 4X8' PANELS OR SMALLER.
DESIGN LOAD CAPACITY - PSF
PANEL WIDTH
NOMINAL
FT./IN.
DOOR HEIGHT
FT./IN.
DOORS WITH 3 OR MORE PANELS (3/16" TEMP. GLASS)
1-3/4" SILL
2-1/4" SILL
2-1/2" SILL
3" SILL
INT. (-)
EXT. (+)
INT. (-)
EXT, (+)
INT. (-)
EXT. (+)
INT. (-)
2/6
3/0
4/0
5/0
6/8
40.7
61.4
56.7
61.4
61.4
61.4
61.4
61.4
40.7
54.0
54.0
54.0
54.0
54.0
54.0
54.0
40.7
45.3
45.3
45.3
45.3
45.3
45.3
45.3
40.7
40.9
40.9
40.9
40.9
40.9
40.9
40.9
2/6
3/0
4/0
8/0
40.7
49.2
1 49.2
49.2
49.2
1 49.2
49.2
49.2
40.7
42.9
42.9
42.9
42.9
42.9
42.9
42.9
30.0
30.0
30.0
30.0
30.0
30.0
30.0
30.0
5/8" TEMP. INSULATED GLASS MAY BE USED IN 4X8' PANELS OR SMALLER.
GLASS CAPACITIES ON THESE CHARTS ARE BASED ON
ASTM E1300-98 (60 SEC. WIND)
THIS APPROVES DOORS USING TWO (2) OR THREE (3) TRACK FRAMES
WITH ANY NUMBER OF PANELS THAT CONTAIN THE STILE CONFIGURATIONS
SHOWN ON SHEETS 4 AND 6, I.E. XX, OX, XO, XXX, OXO, OXXO,
AND THE FOLLOWING POCKET DOOR CONFIGURATIONS:
XXP, PXX, XXXP, PXXX, XXXXP, PXXXX, pXXXXP
OXXXP, PXXXO
ITEM 8
PART y
QUANTITY
DESCRUMON
MATERIAL
MANF./SUPPLIER/REMARKS
1
L-9001
1
FRAME HEAD (2 TRACK)
6063-T6 ALUM.
PROFILE
2
L-9002
1
FRAME SILL (2 TRACK)
6063-T6 ALUM.
PROFILE
3
L-9003
2
FRAME JAMB (2 TRACK)
6063-T5 ALUM.
PROFILE
4
L-9004
1/ PANEL
PANEL TOP RAIL
6063-T5 ALUM.
PROFILE
5
L-9005
1/ PANEL
PANEL BOTTOM RAIL
6063-T5 ALUM.
PROFILE
6
L-9006
AS READ.
LOCK STILE / FIXED STILE
6063-T5 ALUM.
PROFILE
7
L-9007
AS READ.
SINGLE INTERLOCK STILE
6063-T5 ALUM.
PROFILE
8
L-9008
AS READ.
ASTRAGAL STILE
6063-T8 ALUM.
PROFILE
9
L-9043
AS READ.
3/16' GLAZING CHANNEL
TEAM PLASTICS Inc.
See Material Composition ® Sheet 8
10
FS-011
4/ PANEL
PANEL ASS'Y SCREW ® TOP RAIL
810 x 5/8" P.H. - PHIWPS
11
FS-034
2/ PANEL
PANEL ASS'Y SCREW ® BOTTOM RAIL
-
#10-24 X 1' P.H.-PHIL/ 'T'
12
FS-028
8
FRAME ASSEMBLY SCREW
-
88 X 7/16" P.H-PHIL / SMS
13
7519-6001-7
AS READ.
PILE WTS'P. to JAMB/ASTRAGAL
-
(0.187w. x 0.200"h.)-Schlegel
14
7524-6001-6
AS REQD.
PILE WTS'P. ® TOP RAILS
-
(0.187"w. x 0.250%)-Schlegel
15
7529-6001-7
AS REQD.
PILE WTS'P. ® BOTTOM RAILS
-
(0.187w. x 0.300%)-Schlegel
16
7520-5001-7
AS REQD.
PILE WTS'P. D INTERLOCKS
-
(0.187'w. x 0.210"h.)-Schlegel
17
AS REQD.
SILL RISER
6063-T5 ALUM.
SIUCONED IN PLACE
18
L-9018
3 OR 4 •
FIXED PANEL JAMB CUP
6063-T5 ALUM,
GW-27153
19
FS-029
1/ CUP
FIXED PANEL CUP SCREW
-
R8 X 5/8' PH. -PHI / SDS
20
AR-001
1
FIXED INTERLOCK ANGLE
6063-T5 ALUM.
3'x 1 1/2"x 1 9/16'x 1/8"
AR-002
1
MOVING INTERLOCK ANGLE/CUP
6063-T5 ALUM.
1 1/2' X 3/4° X 2X 1/8
L-9022
1
ASTRAGAL RETAINER CUP
6063-T6 ALUM.
AF-10798
•
OPTIONAL
SCREEN JAMB ADAPTER
6063-TS ALUM.
-
N
L-9028
1
FRAME HEAD (3 TRACK)
6063-T6 ALUM.
-
L-9029
1
FRAME SILL (3 TRACK)
6063-T6 ALUM.
-
L-9030
2
FRAME JAMB (3 TRACK)
6063-T5 ALUM.
-
L-9031
AS REQD.
DOUBLE INTERLOCK STILE
6063-T6 ALUM.
OPTIONAL.
32
1071a
2/ PANEL
PANEL TOP RAIL NYLON GUIDE
ST801 Nylon 6-6
Molded Nylon- Rockwell M scale: 79
1072a
2/ PANEL
PANEL BOTTOM RAIL NYLON GUIDE
STS01 Nylon 6-6
Molded Nylon- Rockwell M scale: 79
HW4-WHL
2/ PANEL
PANEL SINGLE ROLLER
6 COMPONENT - ASS'Y 150
HC-038
AS REQD.
DOOR LOCK ASSEMBLY
-
INT. & EXT. PULLS, CAM, KEEPER
P34
UI-109A
1/ PANEL
5/8" INSULATED PANEL TOP RAIL
6063-T6 ALUM.
PROFILE
UI-110A
1 PANEL
5/8' INSULATED PANEL BOTTOM RAIL
6063-T5 ALUM.
PROFILE
UI-108
1 PANEL
5/8" INSULATED PANEL LOCK STILE
6063-T6 ALUM.
PROFILE
UI-082
1/ PANEL
5/8' INSULATED PANEL INTERLOCK
6063-T6 ALUM.
PROFILE
40
UI-163
1/ PANEL
5/8' INSULATED PANEL ASTRAGAL
6063-T6 ALUM.
PROFILE
41
AF-10403
AS REQ'D.
POCKET DOOR JAMB HOOK
6063-T6 ALUM,
PROFILE
42
L-9045
AS REQD.
5/8 INSULATED GLAZING CHANNEL
ITEAM PLASTICS Inc.
See Material Composition ® Sheet 8
43
812-25H-357
AS REQD.
"T uSeal" Dura Seal Swiggle Spacer
I
Black - 1/4' Air Space
• 4 ON 9/0 HIGH DOORS ONLY
3/16' TEMP. GLASS
t
i
m
�
z
I �
1a
it s
is
i!
n
3/I6 TEMP.
GLAZING DETAIL
3/16' TEMP. GLASS
^fjl:gsl.e,o�
.t
I--Alr space PRODUCT REVISED
e''� . ...
-- as com Iyyingg with the Florida
I 42 3ulldlno Coda
'D; i, tn•a
NOA-No. 20.0901.07
I! Expiration Dato08126/2022
win
"•h N obi
By Ist�7I.L6„s
46
z
_ NDarr11-Dada Product Controlg�---
5/8 TEMP. INSULATED GLAZING DETAIL
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TWO (2) TRACK SECTION
TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACINGTYPICAL
ELEV. FOR SPACING
A.
1 1/4• • d n G
Uw. EMBED.) • I 1 •. de
WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND.
MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS; ( SEE ELEV. FOR SPACING )
1/4" DIA TAPCONS JTN BUILDER (FyL 100 Ksi. Fu= 125Ksi)
1 3/B'
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE (Mw. EMBED.)
1-3/8" MIN. PENETRATION INTO WOOD
L—
THRU 1BY WOOD BUCKS INTO MASONRY OR CONC.
1-1/4" MIN. EMBED INTO MASONRY OR CONC.
DIRECTLY INTO CONCRETE OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY
#14 SMS OR SELF DRILLING SCREWS - GRADE 5
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. THICK - 0.105" (Fy - 36 KSI MIN.)
ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.)
#10 SMS - GRADE 2
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")
(NO SHIM SPACE)
TYPICAL EDGE DISTANCES
'INTO CONCRETE AND MASONRY = 2-1/2" MIN.
dg
INTO WOOD STRUCTURE - 1" MIN. (OR AS SHOWN)
RISER ADHERED TO
WITH SILICONE INTO METAL STRUCTURE - 3/4" MIN.
SUBSTRATES:
WOOD BUCK (P.T.) AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS F'c = 3000 PSI MIN.
C-90 GROUT / FILLED BLOCK AT JAMBS F'm = 2000'PSI MIN.
OPTIONS SEALANTS:
ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND
HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALANT.
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TYPICAL ANCHORS IN PAIRS
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SEE ELEV. FOR SPACING
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PRODUCT REVISED
ae eomplyying with tha Florida
Bullding Codi
Non -No. 20.0901.07
Expiration Date08/26/2022
By I5w.21.ZAt.
Miami -Dade Product Control
F
•ty
Czz7 N'
rNil Alb
�•uJ 41 � 0
c
TYPICAL ANCHORS TYPICAL ANCHORS
IN PARS IN PAIRS 4SEE ELEA FOR SPACING - SEE ELEV. FOR SPACING a ^
OO O O 1/4' SHIM w q Z
1/4' SHI M to
MAX. 31 t- Q 0 V 3
INACTIVE PANEL ACTIVE PANEL 8 35 s ACTIVE PANEL ACTIVE PANEL a .e e a w Z A
orn
19 01
a
IJi M 'C
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71
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SHIM, SHIM
a 35 s PRODUCT REVISED —
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° Np11-No. 20.0901.07 s s 3
to Expiration oata08/26/2022 E z z a
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A -No. 20.0901.07
Ifratlon TDate06/26/2022
iml-Dade Product Contro
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NOA-No. 20-0901.07
Eaplratlon Data08/26/2022
By I sw Z I. CF„a
Mlaml-0ade Product Control
PANEL TOP CORNER
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Flexible Vinyl FPVC Com osition-Team Plastics Inc.
11. FPVC Black: Compound No.7200-75
PHYSICAL
ASTM NO.
DurometerHardness "A",10 sec
75
D2240
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1.45
D-792
Tensile Strength, PSI
1640
DL38
Ultimate Elonption, %
340.0
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765.0
D-638
Impact Brittleness.
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D-746
12. FPVC White: Compound No. 7267-76
PHYSICAL
ASTM NO.
Durometcr Hardness W.10 sec
75
D-2240
Specific Gravity
IA5
D•792
Tensile Strength,PSI
1640
D-638
Ultimate Elonption, %
325.0
D-638
Modulus @ 100% Elongation, PSI
765.0
D-638
Impact Brittleness,
-30.0
D-746
FRAME BOTTOM CORNER
I
PRODUCT REVISED
as eomply1ngg with the Florida
Building doze
NOA-no. 20.0901.07
Expiration Date 08/26/2022
Miami -Dade Product Control
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