HomeMy WebLinkAbout160617.02M IAM I•DADE MIAMI-DADE COUNTY
e 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.sov/economy
ES Windows, LLC
3550 NW 49a'Street
Miami, FL 33142
.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 AHD (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: Series "EL400" Aluminum Sliding Glass Door - L.M.I.
APPROVAL DOCUMENT: Drawing No. W16-73, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)",
sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Approval stamp with the Notice of Acceptance number and approval 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, Baranquilla,
Columbia, S.A., series, and the 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 16-0617.02
tX�PI[GYEO: � ► . I 1
Approval 1.20,2017
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M1)", sheets 1
through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al-
Farooq Corporation, signed and sealed by Javad Abroad, P.E.
B. TESTS
1. 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, per FBC, and TAS 202-94
6) Large Missile Impact Test per FBC, TAS 201-94
7) 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 Blackwater Testing, Inc., Test Report No. BT-ESW-17-009, dated
06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification
issued on 07/13/17, signed and sealed by Constantin Bortes, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-Stn
Edition (2014) and FBC-6th Edition (2017). dated 06/20/17 and revised on 07/13/17,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated O1/19/17,
expiring on 07/08/19,
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Sentry Glass® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18,
3. Notice of Acceptance No. 154201.11 issued to Eastman Chemical Co. (MA) for
their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21,
4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for
their "Saflex CP —Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 11/11/181
Jorge M. Plasencia,P.E.
Pro uet Control Unit Supervisor
NOA No. 16-0617.02
Expiration Date: July 20, 2022
Approval Date: July 20, 2017
E-1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014) and FBC-6`"
Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by
Javad Ahmad, P.E.
2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes.
4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by
Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO,
5. Proposal No. 164478 issued by the Product Control Section, dated 11/17/16, signed
by Ishaq Chanda, P.E.
Jorge M. Plasencia, P.E.
Pro ct Control Unit Supervisor
NOA No. 16-0617.02
Expiration Date: July 20, 2022
Approval Date: July 20, 2017
E-2
DAYLITE OPENfNG WIDTH:
PANEL WIDTH - 5.688"
DAYLITE OPENING HEIGHT:
PANEL HEIGHT - 5.813
PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250"
THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES ES-EL400
ALUMINUM SLIDING GLASS DOOR
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORiOA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZJ.
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE,
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BUILDING CODE & ADOP=I STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
POCKET JAMB
ANCHORS
INSTRUCTIONS:
USE CHARTS AS FOLLOWS
0
6" MAX.
HEAD
CORNERS
7 5" MAX. 6"
HEAP TyP, HEAD ANCHORS
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STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5
FOR THE REINFORCING OPTION USED,
STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
SHALL APPLY TO ENTIRE SYSTEM.
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DESIGN LOAD CAPACITY - PSF
Ell
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEIGHT
INCHES
INTERLOCK &
ASTRAGAL STILES
WITHOUT REINF,
INTERLOCK &
ASTRAGAL STILES
WITH REINF.
EXT. (+)
INT.(-)
30
36
42
47-1/4
48
54
60
B2
60.0
60.0
80.0
80.0
60,0
60.0
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60.0
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50.0
59.1
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52.5
52.5
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70.0
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47,3
47.3
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48
54
60
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60.0
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80.0
60.0
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60.0
80.0
80.0
60.0
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80.0
80.0
59.1
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52.5
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70.0
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60,0
60,0
60.0
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59.1
59.1
78.8
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52.5
52.5
30
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60.0
60.0
80.0
80.0
60.0
60.0
80.0
80.0
60.0
60.0
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80.0
60.0
60.0
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80.0
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INTERLOCKS ASTRAGAL INTERLOCKS
W/O REINF, W/o REINF, WITH REINF,
AVERAGE PANEL WIDTH = DOOR FRAME WIDTH
NUMBER OF PANELS
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY
EGRESS REQUIREMENTS PER FBC AS REQUIRED.
E:
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ASTRAGAL
WITH REINF.
3/16" HEAT STREN'D. GLASS
Interlayer
Trosifol PVB
By Kuraray America, Inc.'
OR
Interlayer
SentryGfas
SyKuraroy America, Inc.'
OR
Interlayer
Saflex Clear And Color Glass
By 'Eostmcn Chemical Co'
OR
075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
6" HEAT STREN'D. GLASS
GLASS TYPE 'A'
OVERALL LAM. GLASS
NOTE:
FOR SENTRYGLAS INTERLAYER
LIMIT MAX. D.L.O. AREA TO 25.7 SQ, FT.
GLAZING OPTIONS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM.E1300-09 0 SEC, GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF
DESIRED GLASS SIZE AND REINFORCING TYPES.
SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY.
LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART
OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM.
TEMP. GLASS
3f8" AIR SPACE
16" HEAT STREN'D. GLASS
Interlayer
Trosifol PVB
By 'Kuraray America,
Inc.'
OR
Interlayer
SentryGlas
By 'Kuraray America,
Inc.'
OR
Interlayer
Saflex Clear And Color
Glass
By 'Eastman Chemical
Co.'
OR
075" Interloyer
Saflex CP With PEr Core
By 'Eastman Chemical
Co.'
6" HFAT STREN'D. GLASS
GLASS 'TYPE 'Al"
1" OVERALL INSUL. LAM. GLASS
NOTE:
FOR SENTRYGtAS INTERLAYER
AND SALEX CP INTERLAYER
LIMIT MAX. D.L.O. AREA TO 25.7 SO, FT.
3/8" AIR SPACE CONSISTING OF:
SPACER:
'HELIMA' LOW PROFILE ALUMINUM SPACER
BY 'LINGERMANN GMBH'
AROUND THE PERIMETER OF THE GLASS.
PERIMETER SEALANT
SILICONE
DOW CORNING 791
GE 2000
PRODUCT APPROVED
as comp)yin with the Florida
Building Code
NDA-No. 16-0617.02
Approval Date 07120/2017
Miami- p e Proiduct Confroll
®. 5®592
ATROP
drawing no.
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HEAD ANCHOR TOAD CAPACITY - PSF
ANCHOR TYPES `A' & `H
E 'C'
1/4" MAX. SHIM
3/8" MAX. SHIM
1/2" MAX. SHIM
SHIM
MANCHORS6
FRAME
4 ANCHORS
AT MTG.
STILE ENDS
4 ANCHORS
AT MTG.
STH.E ENDS
6 ANCHORS
AT MTG
STILE ENDS
4 ANCHORS
AT MTG.
STILE Elms
6 ANCHORS
AT MTG.
STILE ENDS
ANCHORS
T MTG.AVERAGE
H.E ENDSPANEL
WIDTH
INCHES
DOOR
HEIGHT
INCHES
EXT. (+)
INT. -
EXT. (+)
INT. -
EXT. (+)
INT. -
EXT. (+)
INT. -
EXT. (+J
INT. -
INT. -
XT. (+)
INT. -
30
solo
80.0
80.O
solo
solo
solo
80.0
36
80.0
80.0
80.0
Bolo
80.0
80.0
80.0
42
80.0
80.0
80.0
75,3
80.0
80.0
80.0
47-1/4
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Solo
80.0
80.0
69.6
80.0
80.0
80.0
48
80.0
80.0
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80.0
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80.0
80.0
60.9
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80.0
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80.0
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Solo
80.0solo
solo
solo
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80.0
80.0
80.0
80.0
80.0
80.0
42
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80.0
76.5
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80.0
80.0
47-1/4
84
80.0
80.0
80.0
68.0
80.0
80.0
80.0
48
80.0
BOO
80.0
66.9
80.0
79.8
80.0
54
80.0
76.5
80.0
59.5
79.3
71.0
Solo
60
80.0
58.8
80.0
53.5
71 A
63.9
80.0
30
Solo
80.0
80.0
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1 80.0
80.0
80.0
36
80.0
80.0
80.0
80.0
80.0
80.0
Solo
42
80.0
80.0
Solo
71.4
80.0
Bolo
80.0
47-1/4
90
80.0
80.0
80.0
63.4
80.0
75.7
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48
Solo
80.0
80.0
62.4
80.0
74.5
80.0
54
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80.0
71 A
80.0
55.5
74.0
66.2
80.0
30
80.0
80.0
80.0
80.0
80.0
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80.0
36
80.0
80.0
80.0
78.1 -
80.0
80.0
80.0
42
96
80.0
80.0
80.0
66.9
80.0
79.8
80.0
47-1/4
80.0
76.5
80.0
59.5
79.3
71.0
80.0
48
60.0
60.0
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58.5
60.0
60.0
60.0
30
60.0
60.0 -
60.0
60.0
60.0
60.0
60.0
36
60.0
60C
60.0
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60.0
60.0
60.0
42
102
60.O
60.0
50.0
60.0
60.0
60.0
60.0
47-1/4
60.0
60.0
60.0
56.0
60.0
60.0
60.0
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LOAD BEARING
SHIMS
91�
METAL
STRUCNRES
(SEE SHEET 15)
3 5/8"
LTYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
jl MIAMI-DADE COUNTY APPR'D MULLION
i� SEE SEPARATE NOA
it (SEE SHEET 15)
------------
TYPICAL ANCHORS
SEE ELEV,
FOR SPACING
3/8" MAX.
LOAD BEARING
SHIMS
O w
_ Old
F O O K
w W
0 o w c o n
0 0
>
EXT. EXT. EXT.
``a%`1 %Jwl 111#11e m o <
1BY OR 2BY e��p(�
WOOD BUCK ° 'O {
(SEE NOTE SHEET 1)45, NJ to
�•°°°O.gGBNS+�•�® II
PRODUCT APPROVED
as com Win with the Florida a d® 2
Building Code o^ e :
NOA—No. 16-0617.02 � tt W e At, D r
Approval Date 07/20/2017
T fF •��y® drawing no,
4 TRACK FRAMES By --- ®',�� .. ��,� W16-73
ANCHOR LOCATIONS Miami- a e Product on ro �J �f L NO \
®III mke1m1 isheet 99 ff23'
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
E1
ES-EL400-001
1
FRAME HEAD (2 TRACK)
6063-T6
-
ETA
ES-EL400-201
AS READ.
FRAME HEAD (3 TRACK)
6063-T6
-
E1B
ES-EL400-205
AS REQD,
FRAME HEAD (4 TRACK)
6063-T6
-
E2
ES-EL400-002
1
FRAME SILL (2 TRACK)
6063-T6
-
E2A
ES-EL400-202
AS READ,
FRAME SILL (3 TRACK)
6063-T6
-
E213
ES-EL400-206
AS READ.
FRAME SILL (4 TRACK)
6063-T6
-
E3
ES-EL400-003
2
FRAME JAMB (2 TRACK)
5063-T5
-
E3A
ES-EL400-203
AS READ.
FRAME JAMB (3 TRACK)
6063-T6
-
E3B
ES-EL400-207
AS READ.
FRAME JAMB (4 TRACK)
6063-T6
-
E4
ES-EL400-004
1/ PANEL
TOP RAIL (INSUL LAM. GLASS)
6063-T6
-
E5
ES-EL400-005
l/ PANEL
BOTTOM RAIL (INSUL LAM. GLASS)
6063-T6
-
E6
ES-EL400-006
AS READ.
JAMB STILE (INSUL. LAM. GLASS)
6063-T6
-
E7
ES-EL400-007
AS REDD.
INTERLOCK STILE (INSUL LAM. GLASS)
6063-T6
-
E8
ES-EL400-009
l/ PANEL
TOP RAIL (LAM. GLASS)
5063-T6
-
E9
ES-EL400-010
1/ PANEL
BOTTOM RAIL (LAM. GLASS)
6063-T6
-
EIO
ES-EL400-011
AS READ.
JAMB STILE (LAM. GLASS)
6063-T6
-
E11
ES-EL400-012
AS READ.
INTERLOCK STILE (LAM. GLASS)
6063-T6
-
E12
ES-EL400-013
AS READ.
ASTRAGAL STILE (LAM. GLASS)
6063-T6
-
E12A
ES-EL400-008
AS READ.
ASTRAGAL STILE (INSUL LAM. GLASS)
6063-T6
-
E13
ES-EL400-014
AS READ,
JAMB COVER
6063-T5
-
E14
ES-EL400-015
AS READ.
POCKET JAMB
6063-T6
-
E15
ES-EL400-016
AS REQD.
SILL TRACK
6063-T6
-
E16
ES-EL400-017
AS REQD.
HEAD COVER
6063-T5
-
E17
ES-EL400-018
AS REQD,
SILL RISER
6063-T6
-
E18
ES-EL400-D20
AS REQD,
FIXED PANEL BOTTOM GUIDE
6063-T6
-
E19
ES-EL400-021
AS REQD.
INTERLOCK REINFORCEMENT
6005-T5
-
L26
ES-6011
AS REQD.
(SCREW COVER
6063-T6
-
MI
ES-EL400-GOI
4/ PANEL
GLAZING GASKET (LAM. GLASS)
SILICONE
DUROMETER 70±3 SHORE A
M2
ES-EL400-G02
4/ PANEL
GLAZING GASKET (INSUL. LAM. GLASS)
SILICONE
DUROMETER 70±3 SHORE A
M3
ES2020-G04
AS REQD.
INTERLOCK BUMPER
PVC
DUROMETER 60±5 SHORE D
M4
W33271NK
AS REQD,
PILE W'STRIPPING (INTERLOCK)
WOOL
-
M5
W33181NK
AS REQD.
PILE WSTRIPPING
WOOL
-
M6
PS01-0014
AS REQD.
DOOR HANDLE
DIE CAST ALUM
TWO POINT HANDLE
M7
PS01-1015
AS REQD.
STRIKE FOR MORTISE LOCK
ST. STEEL
-
M8
PS01-1036
AS REQD,
MORTISE 2 POINT LOCK
ST. STEEL
-
M9
GT-R34/3-01-A
2/ PANEL
ROLLER ASSEMBLY
ZAMAK
-
M10
6844.1
AS REQD.
BUMPER
ALUM/NYLON
-
M11
ES-EL400-FPI SL
AS REQD.
FIX, PANEL CLIP
ST. STEEL
-
M12
#8 X 3/4"
AS REQD.
KEEPER FASTENERS
ST. STEEL
P.H. SMS
Ml3
#10 X 1-1/4"
AS REQD.
PANEL ASSEMBLY FASTENERS
ST, STEEL
P.H. SMS
M14
#12 X 1-1/2"
AS REQD.
FRAME ASSEMBLY FASTENERS
ST. STEEL
P.H. SMS
M15
#6 X 3/8"
AS REQD.
FIX. PANEL CLIP FASTENERS
ST. STEEL
P,H, SMS
M16
#8 X 1/2"
AS REQD,
FIX, PANEL CUP FASTENERS
ST. STEEL
F.H. SMS
M18
#10 X 1/2"
AS REQD.
ROLLER FASTENERS
ST. STEEL
P.N. SMS
M19
#10 X 1"
AS REGO.
LOCK INSTALLATION FASTENERS
ST. STEEL
F.H. SMS
M20
#8 X 1/2"
AS REQD,
HANDLE INSTALLATION FASTENERS
ST. STEEL
F.H. SMS
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE.
LOCK:
SURFACE MOUNT METALLIC HANDLE AT 44" FROM BOTTOM
FASTENED TO LOCK STILE TH
(2) #8 X 1/2" FH SMS M20
SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK
44" FROM BOTTOM
FASTENED TO LOCK STILE WITH
(2) #10 X 1" FIT SMS
SURFACE MOUNT METALLIC KEEPER AT 443" FROM BOTTOM
FASTENED TO FRAME JAMB ND ASTRAGAL STILE WITH
(3) #8 X 3/4" PH SMS 12
PRODUCT APPROVED
as comp)ying with the Florida
Building Code
NOA-No. 16=0617.02
Approval Date 07/20/2017
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��. •..... '�� W16-73
4.575
062
743 JLF
7. 51
FRAME HEAD (2
FRAME SILL (2
E3
FRAME JAMB (2
iw
IS
POCKET JAMB
E3A
FRAME JAMB (3 TRACK)
5 686
�.062
IF F
7.751
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FRAME HEAD (3 TRACK)
FRAME SILL (3 T
7
E36
FRAME JAMB
TRACK)
7.496
070
�� 51
FRAME HEAD (4 TRACK)
7.704
FRAME SILL
PRODUCT APPROVED
as comp)ying with the Florida
Building Code
NDA No. 16=0617.02
Approval Date 07/20/2017
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Proauct Conxrol
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1.340
1.811
062 1
11
1
�I.86610- ��JL �J
PANEL TOP RAIL PANEL TOP RAIL
nE8 (LAM. GLASS) E4 (INSUL. LAM. GLASS) 3.422
�.866 ASTRAGAL STILE ASTRAGAL STILE
E12 (LAM. GLASS) E1 (INSUL. LAM. GLASS;
I�-1.732 -�{
24993 2,993 .062 .LI � 040
.062
2.115 2.113 � 1281
1.35� .125 L
I I'lt 711
1.340 1.340
929 E6
HEAD COVER
PANEL BOTTM RAIL PANEL BOTTM RAIL
E9 (LAM. GLASS) E5 (INSUL LAM. GLASS) E19 INTERLOCK STIFFENER 4243-�{
2,926 2.926 863
050
r 062
o 2 -7 n 441
1 .490 .1.791
�1 1.340 1.490 1.340 .087
E18
FIX. PANEL BOTTOM GUIDE E16 JAMB COVER
PANEL JAMB STILE PANEL JAMB STILE
(LAM. GLASS) E6 (INSUL LAM. GLASS) 711
2.750 .512 .040 �{o— 771
�I
INTERLOCK STILE
500
1.742
1.340 1.798
062
S——1.622�
INTERLOCK STILE
/ (INSUL LAM. GLASS)
TRACK INSERT � ��6) SCREW COVER
s7o
929
052�
4 480
M1 GLAZING GAKET
LAM. GLASS
P972
062
1.075
M2 GLAZING GASKET
INSUL LAM, GLASS
MATERIAL =SILICONE
HARDNESS = 70t3
TENSILE STRENGTH = 1139 PSI
ELONGATION AT BREAK = 235%
TEAR STRENGTH = 107 Lb/IN
ERLITLENESS TEMPERATURE = -40• F
COMPRESSION SFT = 12.5% (22h0217F)
PRODUCT APPROVED
as com lyin with the Florida
Building Code
NOA-No. 16=0617.02
Approval Date 07/20/2017
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7
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SILL RISER
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FRAME TOP CORNER �
2 TRACK FRAMES (SHOWN) tO
3 TRACK FRAMES (SIMILAR) WITH (1) ADDL. FASTENER 0
� o
4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS PANEL TOP/BOTTOM CORNER
Vl v
LAM. GLASS RAIL & STILE CSHOWN)
INSUL. LAM. GLASS RAIL & STILE (SIMILAR) 0 L) w
z -I w
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w Elba J
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(ll
41 O
N
G N ci
N O o
6®qqq VlV l➢Blg®®, ` 0 c a
PRODUCT APPROVED
as com I in with the Florida
Buildingod` y g _
Ce m No. �,2
NOA-No. 16.0617.02 e m
FRAME BOTTOM CORNER Approval Date 07/20/2017 m a w a
2 TRACK FRAMES (SHOWN) ®�0
3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER By /' _ R �9�\ drawing no.
4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS Miami- ro uc on ro ®®e�4�°•°� R4®8:.°0�; W1 6-73
I j iljx% sheet 23 of 23