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E COUNTY, FLORIDA
PRODUCT CONTROL SECTION
liEPARTMENT OF REGULATORY1 ECONOMIC RESOURCES
LNOARD AND CODE ADMINISTRATIONDIVISION
NOTICE kJF ACCEPTANCE (NOA) www.miamidade.eov/economy
Lawson Industries, Inc.
8501 NW 90" Street
Medley, FL 33166
.SCOPE:
This NCA 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: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)— L.M.I.
APPROVAL DOCUMENT: Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding
Glass Door (LMl)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on
NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the MiamiDadeCounty 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
1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2
sheet 5 and sheet S.
2. See pocket installation detail in sheet 11 and notes #15 and 416 in sheet 1.
3. Applicable Egress requirements to be reviewed by AHJ.
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 & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E-3,
E-4
and E-5, as well as approval
document mentioned above.
The
submitted
documentation was
reviewed by Ishaq I. Chanda, P. E.
NOA No.17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 257, 2018
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 previous NOA No. 12-1204.12)
2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door
(LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the
latest revision `B", dated 04115115, signed and sealed by Thomas J. Soto, 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 SGD,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-
3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11,
HETI-11-3329, dated 01/16/12, HETI-12--4040, dated 10/12/12, HETI-12--4051, dated
06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by
Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No. 12 1204.12)
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 an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-
11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated
10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12-
4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed
and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No. 12-1204.12)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) 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-12-
4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No.12-1204.12)
4. 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
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-11-
3291, dated 07/15/11 and HETI-Il-3292, dated 10/20/11, both signed and sealed by
Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No.12-1204.12) Ish'aq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13,2023
Approval Date: January 25, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) 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 Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-
3313, dated 10/20/11, signed and sealed by Rafael E. Droz—Seda, P. E.
(Submitted under previous NOA No. 12-1204.12)
6. 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) 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-
3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and
FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424,
dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492,
dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all
signed and sealed by James G. Worth, P. E.
(Submitted under previous NOA No. 02-1126.04)
Co CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC, prepared
by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E.
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. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® Interlayer", expiring on 01/14/17.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for
their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
Isha4 I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. MATERIAL CERTIFICATIONS
4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Inter layer", expiring on 12/11/160
5.
Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® Interlayer", expiring on 01/14/17.
6.
Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for
their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11AS.
7.
Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for
their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18,
8.
Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for
their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16.
9.
Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-
75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc.
G. STATEMENTS
1.
Statement letter of conformance to and complying with FBC 51h Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2.
Statement letters of no financial interest, independence, conformance and complying with
FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto,
P. E.(Submitted under previous NOA No. 12-1204.12)
3.
Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11,
HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-I1-3272, dated
10/20/11, HETI-11-3274, dated 10/20/11, HETI-I1-3275, dated 10/20/11, HETI-11-
3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11,
HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated
01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-
4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12,
HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064,
dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane
Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz Seda, P. E.
(Submitted under previous NOA No. 12-1204.12)
Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270,
HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291,
HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329,
HETI-11-3330, HETI-12-40405 HETI-12-4041, HETI-12-40515 HETI-12-4052,
HETI-12-4053 HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13,
,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P. E.
�-
Is aq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date:
February
13,
2023
Approval Date:
January
25,
20I8
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4.
Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270,
HETI-11-3271, HETI-11-3272JMTI-11-3274, HETI-11-3275, HETI-11-3291,
HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329,
HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052,
HETI-12-4053 HETI-12-40545 HETI-12-4064 and HETI-12-4065, dated 01/15/13,
,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P. E.
(Submitted under previous NOA No. 12-1204.12)
5.
Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E.
6.
(Submitted under previous NOA No. 12-1204.12)
7.
Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E.
(Submitted under previous NOA No.11-0518.03)
8.
Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.
(Submitted under previous NOA No. 02-1126.04)
9.
Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by
Joseph C. Chan, P. E.
(Submitted under previous NOA No. 02-1126.04)
10.
Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated
04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516,
dated 07/12/02, all signed and sealed by James G. Worth, P. E.
(Submitted under previous NOA No. 02-1126.04)
G. OTHERS
1. Not ce of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series
"SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and
expiring on 02/13/18.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door
(LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last
revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E.
Note: This revision consist of editorial changes of FBC 2017 (6' Edition) code compliance.
Ishaq 11 Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-4
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Ino.(Former E.I. DuPont
DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18.
2. Notice of Acceptance No. 164117.01 issued to Kuraray America., Inc. for their "Trosifol
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19.
3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
(former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6" 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 & renews#14-0908.02, expiring 02/13/23.
Ishaq L ChandaI
Product Control Examiner
NOA No. 17-1212.05
Expiration Date:
February
13,
2023
Approval Date:
January
259
2018
E-5
MULTI —SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS
SEE BELOW SEE BELOW SEE BELOW
NOTE #5. ,NOTE /-,NOTE #5.,�
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1 D/2T - RP 2D/2T ..— R 2D0� SHOwN ---�.
RIGHT POCKET SHOWN 4D/3T
(LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE)
SEE BELOW c � -�� 4
NOTE #5. 2D/2T - LP/RP
I r
SEE BELOW
I I F I
NOTE #5.
'I of o ✓II 4D/2T —,LP/RP
J 0
al i -�i i L "1
IIJ =� a'� 4D/3T - LP
I CCI LEFT POCKET SHOWN
I I (RIGHT POCKET OPPOSITE)
r 3D/3T - XXX or T
LP-XXX or RP-XXX NOTES:
1) REFER TO SHEETS 8 74
rL"�LJ FOR GLAZING OPTIONS
AND DP CHARTS. 4D/2T - LP
2) REFER TO SHEETS 9, 70 & 17 OF 74 LEFT POCKET SHOWN
3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE)
3) REFER TO SHEETS 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
-_= 4) PANEL STACK CONFIGURATIONS ARE
- REVERSIBLE.
-- 5) FOR POCKET WALLS SEE GENERAL
3D/3T - LP NOTES #15 & 16.
RIGHT POCKET SHOWN
(LEFT POCKET OPPOSITE)
D/2T X D/;T O
2 DOOR
NOTES:
1) REFER TO SHEETS 2 OF 14 FOR
FOR GLAZING OPTIONS AND DP CHARTS,
2) REFER TO SHEETS 3 & 4 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 3 OF 14
FOR TYPICAL ANCHORS AND NOTES.
G=
%f
3D/2T - OXO �J 4D/2T - OXXO �_IT
NOTES:
1) REFER TO SHEETS 5 OF 14 FOR
GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 6 & 7 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 6 OF 14
FOR TYPICAL ANCHORS AND NOTES.
SERIES: SGD-9200
IMPACT' SLIDING GLASS DOOR
General Notes:
1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition)
INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND
ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND
AS TABULATED ON SHEETS 2, 5, & 8 of 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO
BE REVIEWED BY BUILDING OFFICIAL.
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS
TYPES TABULATED HEREIN (SEE SHEETS k 21 51 & 8).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 65 71 97 10,
& 11 OF 14.
6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED
W/ SILICONE.
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND
ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24.
10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED
PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED
PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE
ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10,
& 11 OF 14.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER
TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS.
15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL.
16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED
BY THE ENGINEER OF RECORD (EOR).
LAMINATED GLASS
LARGE MISSILE IMPACT
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
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SEE BELOW
NOTE
I
m F
YII ,
of i5 i;5
i
.,I
ml G= G= OFFZ G= t
JI
G' G=
X-LP or RP-X 2D/2T - XX or 4D/3T - XXXX or 4D/2T
XX-LP or RP-XX or LP XX RR LP-XXXX or RP-XXXX or LP-XXXX-RP
1 D/2T - RP 2D/2T ..— R 2D0� SHOwN ---�.
RIGHT POCKET SHOWN 4D/3T
(LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE)
SEE BELOW c � -�� 4
NOTE #5. 2D/2T - LP/RP
I r
SEE BELOW
I I F I
NOTE #5.
'I of o ✓II 4D/2T —,LP/RP
J 0
al i -�i i L "1
IIJ =� a'� 4D/3T - LP
I CCI LEFT POCKET SHOWN
I I (RIGHT POCKET OPPOSITE)
r 3D/3T - XXX or T
LP-XXX or RP-XXX NOTES:
1) REFER TO SHEETS 8 74
rL"�LJ FOR GLAZING OPTIONS
AND DP CHARTS. 4D/2T - LP
2) REFER TO SHEETS 9, 70 & 17 OF 74 LEFT POCKET SHOWN
3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE)
3) REFER TO SHEETS 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
-_= 4) PANEL STACK CONFIGURATIONS ARE
- REVERSIBLE.
-- 5) FOR POCKET WALLS SEE GENERAL
3D/3T - LP NOTES #15 & 16.
RIGHT POCKET SHOWN
(LEFT POCKET OPPOSITE)
D/2T X D/;T O
2 DOOR
NOTES:
1) REFER TO SHEETS 2 OF 14 FOR
FOR GLAZING OPTIONS AND DP CHARTS,
2) REFER TO SHEETS 3 & 4 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 3 OF 14
FOR TYPICAL ANCHORS AND NOTES.
G=
%f
3D/2T - OXO �J 4D/2T - OXXO �_IT
NOTES:
1) REFER TO SHEETS 5 OF 14 FOR
GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 6 & 7 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 6 OF 14
FOR TYPICAL ANCHORS AND NOTES.
SERIES: SGD-9200
IMPACT' SLIDING GLASS DOOR
General Notes:
1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition)
INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND
ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND
AS TABULATED ON SHEETS 2, 5, & 8 of 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO
BE REVIEWED BY BUILDING OFFICIAL.
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS
TYPES TABULATED HEREIN (SEE SHEETS k 21 51 & 8).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 65 71 97 10,
& 11 OF 14.
6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED
W/ SILICONE.
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND
ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24.
10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED
PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED
PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE
ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10,
& 11 OF 14.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER
TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS.
15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL.
16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED
BY THE ENGINEER OF RECORD (EOR).
LAMINATED GLASS
LARGE MISSILE IMPACT
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
� o m o ; o
m o a�
o
0 o z a
U
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z z
air -a
�Z
�HCraE F�a �i Z4«1
dagmozo
wwo
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amct No[ 42I Z05' w zo o 10
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SEE BELOW
NOTE
I
m F
YII ,
of i5 i;5
i
.,I
ml G= G= OFFZ G= t
JI
G' G=
X-LP or RP-X 2D/2T - XX or 4D/3T - XXXX or 4D/2T
XX-LP or RP-XX or LP XX RR LP-XXXX or RP-XXXX or LP-XXXX-RP
1 D/2T - RP 2D/2T ..— R 2D0� SHOwN ---�.
RIGHT POCKET SHOWN 4D/3T
(LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE)
SEE BELOW c � -�� 4
NOTE #5. 2D/2T - LP/RP
I r
SEE BELOW
I I F I
NOTE #5.
'I of o ✓II 4D/2T —,LP/RP
J 0
al i -�i i L "1
IIJ =� a'� 4D/3T - LP
I CCI LEFT POCKET SHOWN
I I (RIGHT POCKET OPPOSITE)
r 3D/3T - XXX or T
LP-XXX or RP-XXX NOTES:
1) REFER TO SHEETS 8 74
rL"�LJ FOR GLAZING OPTIONS
AND DP CHARTS. 4D/2T - LP
2) REFER TO SHEETS 9, 70 & 17 OF 74 LEFT POCKET SHOWN
3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE)
3) REFER TO SHEETS 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
-_= 4) PANEL STACK CONFIGURATIONS ARE
- REVERSIBLE.
-- 5) FOR POCKET WALLS SEE GENERAL
3D/3T - LP NOTES #15 & 16.
RIGHT POCKET SHOWN
(LEFT POCKET OPPOSITE)
D/2T X D/;T O
2 DOOR
NOTES:
1) REFER TO SHEETS 2 OF 14 FOR
FOR GLAZING OPTIONS AND DP CHARTS,
2) REFER TO SHEETS 3 & 4 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 3 OF 14
FOR TYPICAL ANCHORS AND NOTES.
G=
%f
3D/2T - OXO �J 4D/2T - OXXO �_IT
NOTES:
1) REFER TO SHEETS 5 OF 14 FOR
GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 6 & 7 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 6 OF 14
FOR TYPICAL ANCHORS AND NOTES.
SERIES: SGD-9200
IMPACT' SLIDING GLASS DOOR
General Notes:
1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition)
INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND
ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND
AS TABULATED ON SHEETS 2, 5, & 8 of 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO
BE REVIEWED BY BUILDING OFFICIAL.
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS
TYPES TABULATED HEREIN (SEE SHEETS k 21 51 & 8).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 65 71 97 10,
& 11 OF 14.
6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED
W/ SILICONE.
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND
ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24.
10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED
PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED
PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE
ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10,
& 11 OF 14.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER
TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS.
15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL.
16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED
BY THE ENGINEER OF RECORD (EOR).
LAMINATED GLASS
LARGE MISSILE IMPACT
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
� o m o ; o
m o a�
o
0 o z a
U
z
z z
air -a
�Z
�HCraE F�a �i Z4«1
dagmozo
wwo
a a a DC
amct No[ 42I Z05' w zo o 10
ire a_
? om
.%4,�J® Foy
twit G z
X-LP or RP-X 2D/2T - XX or 4D/3T - XXXX or 4D/2T
XX-LP or RP-XX or LP XX RR LP-XXXX or RP-XXXX or LP-XXXX-RP
1 D/2T - RP 2D/2T ..— R 2D0� SHOwN ---�.
RIGHT POCKET SHOWN 4D/3T
(LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE)
SEE BELOW c � -�� 4
NOTE #5. 2D/2T - LP/RP
I r
SEE BELOW
I I F I
NOTE #5.
'I of o ✓II 4D/2T —,LP/RP
J 0
al i -�i i L "1
IIJ =� a'� 4D/3T - LP
I CCI LEFT POCKET SHOWN
I I (RIGHT POCKET OPPOSITE)
r 3D/3T - XXX or T
LP-XXX or RP-XXX NOTES:
1) REFER TO SHEETS 8 74
rL"�LJ FOR GLAZING OPTIONS
AND DP CHARTS. 4D/2T - LP
2) REFER TO SHEETS 9, 70 & 17 OF 74 LEFT POCKET SHOWN
3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE)
3) REFER TO SHEETS 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
-_= 4) PANEL STACK CONFIGURATIONS ARE
- REVERSIBLE.
-- 5) FOR POCKET WALLS SEE GENERAL
3D/3T - LP NOTES #15 & 16.
RIGHT POCKET SHOWN
(LEFT POCKET OPPOSITE)
D/2T X D/;T O
2 DOOR
NOTES:
1) REFER TO SHEETS 2 OF 14 FOR
FOR GLAZING OPTIONS AND DP CHARTS,
2) REFER TO SHEETS 3 & 4 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 3 OF 14
FOR TYPICAL ANCHORS AND NOTES.
G=
%f
3D/2T - OXO �J 4D/2T - OXXO �_IT
NOTES:
1) REFER TO SHEETS 5 OF 14 FOR
GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 6 & 7 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 6 OF 14
FOR TYPICAL ANCHORS AND NOTES.
SERIES: SGD-9200
IMPACT' SLIDING GLASS DOOR
General Notes:
1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition)
INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND
ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND
AS TABULATED ON SHEETS 2, 5, & 8 of 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO
BE REVIEWED BY BUILDING OFFICIAL.
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS
TYPES TABULATED HEREIN (SEE SHEETS k 21 51 & 8).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 65 71 97 10,
& 11 OF 14.
6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED
W/ SILICONE.
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND
ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24.
10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED
PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED
PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE
ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10,
& 11 OF 14.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER
TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS.
15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL.
16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED
BY THE ENGINEER OF RECORD (EOR).
LAMINATED GLASS
LARGE MISSILE IMPACT
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
� o m o ; o
m o a�
o
0 o z a
U
z
z z
air -a
�Z
�HCraE F�a �i Z4«1
dagmozo
wwo
a a a DC
amct No[ 42I Z05' w zo o 10
ire a_
? om
.%4,�J® Foy
twit G z
%f
3D/2T - OXO �J 4D/2T - OXXO �_IT
NOTES:
1) REFER TO SHEETS 5 OF 14 FOR
GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 6 & 7 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 6 OF 14
FOR TYPICAL ANCHORS AND NOTES.
SERIES: SGD-9200
IMPACT' SLIDING GLASS DOOR
General Notes:
1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition)
INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND
ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND
AS TABULATED ON SHEETS 2, 5, & 8 of 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO
BE REVIEWED BY BUILDING OFFICIAL.
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS
TYPES TABULATED HEREIN (SEE SHEETS k 21 51 & 8).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 65 71 97 10,
& 11 OF 14.
6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED
W/ SILICONE.
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND
ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24.
10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED
PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED
PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE
ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10,
& 11 OF 14.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER
TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS.
15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL.
16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED
BY THE ENGINEER OF RECORD (EOR).
LAMINATED GLASS
LARGE MISSILE IMPACT
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
� o m o ; o
m o a�
o
0 o z a
U
z
z z
air -a
�Z
�HCraE F�a �i Z4«1
dagmozo
wwo
a a a DC
amct No[ 42I Z05' w zo o 10
ire a_
? om
.%4,�J® Foy
twit G z
3D/2T - OXO �J 4D/2T - OXXO �_IT
NOTES:
1) REFER TO SHEETS 5 OF 14 FOR
GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEETS 6 & 7 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 6 OF 14
FOR TYPICAL ANCHORS AND NOTES.
SERIES: SGD-9200
IMPACT' SLIDING GLASS DOOR
General Notes:
1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edition)
INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND
ASTM 1300-04, THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL.
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND
AS TABULATED ON SHEETS 2, 5, & 8 of 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO
BE REVIEWED BY BUILDING OFFICIAL.
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS
TYPES TABULATED HEREIN (SEE SHEETS k 21 51 & 8).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 65 71 97 10,
& 11 OF 14.
6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED
W/ SILICONE.
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND
ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24.
10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED
PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS.
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED
PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE
ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4, 6, 7, 9, 10,
& 11 OF 14.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER
TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS.
15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL.
16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED
BY THE ENGINEER OF RECORD (EOR).
LAMINATED GLASS
LARGE MISSILE IMPACT
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
� o m o ; o
m o a�
o
0 o z a
U
z
z z
air -a
�Z
�HCraE F�a �i Z4«1
dagmozo
wwo
a a a DC
amct No[ 42I Z05' w zo o 10
ire a_
? om
.%4,�J® Foy
twit G z
air -a
�Z
�HCraE F�a �i Z4«1
dagmozo
wwo
a a a DC
amct No[ 42I Z05' w zo o 10
ire a_
? om
.%4,�J® Foy
twit G z
DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL)
NOMINAL DOOR SIZES
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
GLASS TYPE 'D'
WIDTH HEIGHT
FT./IN. FT./IN.
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
5/0
6/8
56.7
95.0
56.7
65.0
56.7
85.0
56.7
75.0
(NO STEEL)
6/0
6/8
56.7
95.0
56.7
65.0
56.7
85.0
56.7
75.0
(NO STEEL)
8/0
6/8
56.7
85.0
56.7
70.0
56.7
78.8
56.7
68.8
(WITH STEEL)
8/0
8/0
56.7
t65.0
56.7
65.0
X
X
X
X
(WITH STEEL)
SPACING LIMITATION:
Anchors not to exceed
10 1/2" O.C. at Doors
smaller than 60" in wl
DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER)
NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D'
WIDTH HEIGHT
FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) < EF < < U
a / TI w_ _
(NO5STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 0
O w
6STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 O o a
(NO STEEL) o
8/0 6/8 76.7 85.0 70.0 70.0 76.7 78.8 6&8 68.8
(WITH STEEL) -
(WITH SOTEEL) 8/0 65.0 65.0 65.0 65.0 X X X X
h.
XO OX
APPROVED CONFIGURATIONS
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.)
NOTES:
1)
REFER TO SHEETS 3 & 4 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
2) REFER TO SHEETS 3 OF 14
FOR TYPICAL ANCHORS AND NOTES.
98 3/8" MAX.
3 1/4" MAX
TYP,
HEAD/SILL
7/16" LAM. GLASS
It\
CLUSTER OF
4 ANCHORS
AT STILE ENDS
STEEL REINFORCING
AS REOD.
SEE CHART AT LEFT
0
44 3/4" MAX.
50" MAX.
50" MAX PANEL WIDTH
MAX. D.L.o.: LAMINATED GLASS PANEL WIDTH
6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK
8/0 X 6/8 = 44-3/4" X 74-3/4it "XO" TYPICAL ELEVATION
8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT
BULB VINYL 17
--- ----BULB VINYL 17
3/16" HEAT STREN'D GLASS -3/16" HEAT STREN'D GLASS
.090 INTERLAYER .090 PVB INTERLAYER
d SentryGlass by: ti :-Trosifol PVB by:
> w Kurarcy America, Inc. > w Kuraray America, Inc.
~ m :-3/16" HEAT STREN'D GLASS ~ m -3/16" HEAT STREN'D GLASS
Z Z
g w SILICONE Ln SILICONE
Q SCHNEE-MOREHEAD 5734 Q kL SCHNEE-MOREHEAD 5731
° J ��m DOW CORNING 899 ' -I Tj��T DOW CORNING 899
_0 �'IIIFFT'\ EMCO SPECTRUM 2 x1W,T\TREMCO SPECTRUM 2
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
-BULB VINYL 77 -BULB VINYL 17
-3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS
.090 SAFLEX HP .090 PVB SAFLEX
w -Clear or Color Gloss Interlayer w - -Clear or Color Glass Interlayer
w' by: Eastman Chemical Co. w ` by: Eastman Chemical Co.
m -3116" HEAT STREN'D GLASS m ,-3/16" HEAT STREN'D GLASS
Z Z
SILICONE L/1 SI CONE
Q _ SCHNEE-MOREHEAD 5731 Q SCHNEE-MOREHEAD 5731
-J -DOW CORNING 899 00 DOW CORNING 899
I(Ir j / TREMCO SPECTRUM 2 �pli� TREMCO SPECTRUM 7
\,o II / II / �O II /
GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE
GLAZING DETAILS
a
GLASS TYPE 'D'
0
6" MAX. TYP. M y
HEAD/SILL
CORNERS p O
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Z w O Y] W h
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BULB VINYL 17
--- ----BULB VINYL 17
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.090 INTERLAYER .090 PVB INTERLAYER
d SentryGlass by: ti :-Trosifol PVB by:
> w Kurarcy America, Inc. > w Kuraray America, Inc.
~ m :-3/16" HEAT STREN'D GLASS ~ m -3/16" HEAT STREN'D GLASS
Z Z
g w SILICONE Ln SILICONE
Q SCHNEE-MOREHEAD 5734 Q kL SCHNEE-MOREHEAD 5731
° J ��m DOW CORNING 899 ' -I Tj��T DOW CORNING 899
_0 �'IIIFFT'\ EMCO SPECTRUM 2 x1W,T\TREMCO SPECTRUM 2
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
-BULB VINYL 77 -BULB VINYL 17
-3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS
.090 SAFLEX HP .090 PVB SAFLEX
w -Clear or Color Gloss Interlayer w - -Clear or Color Glass Interlayer
w' by: Eastman Chemical Co. w ` by: Eastman Chemical Co.
m -3116" HEAT STREN'D GLASS m ,-3/16" HEAT STREN'D GLASS
Z Z
SILICONE L/1 SI CONE
Q _ SCHNEE-MOREHEAD 5731 Q SCHNEE-MOREHEAD 5731
-J -DOW CORNING 899 00 DOW CORNING 899
I(Ir j / TREMCO SPECTRUM 2 �pli� TREMCO SPECTRUM 7
\,o II / II / �O II /
GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE
GLAZING DETAILS
a
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0
6" MAX. TYP. M y
HEAD/SILL
CORNERS p O
rnpN O rl
3 J n Z M
Q OD
Z w O Y] W h
J z d o
o = O
m a z o
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o £ a s
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TYPICAL ANCHORS
(91&
IPAIRS
SEEELE°V
. FOR SPACING
d }
3E" d
MIN. MBED,) 2 MIN.
MINI.
TYPICAL ANCHORS IN PAIRS
1" Min. SEE ELEV. FOR SPACING
1ev Edge Dist.
WOOD BUCK Q
d � '
1 3/4' ° ° d
(MIN. EMBED,:
1
X
u o Q
O18 15 N 1„ Min.
A [I i II Edge Dist. Typ.)
�I(I4
' < EE TES FOR SPACING)
II
0 III7�I „ 111/4,,
III III, (MIN. EMBED.)
III IIII III
I' IIII l III
7/l6"-LAMINATED GLASS
�II, III: III III 29
NOTES: 1) REFER TO SHEET 2 OF 14
o FOR GLAZING OPTIONS AND DP CHARTS.
III IIII 2) REFER TO SHEET 4 OF 14
F Cj X w FOR HORIZONTAL CROSS-SECTION DETAILS,
C9 O N III; 3) REFER TO SHEET 2 OF 14
i w FOR MAX. ANCHOR SPACINGS.
= J W
Of J p [r
O Z 'k ~
w IIII I I:, U
III
l
IIGn
N
cl�
C
III III
IIII
III
J W
',.
17
t/t 6" Or 1/8" 1n
Ln
.IIII
SILL RISER -
w
III (IIII
III,
ADHERED TO SILL ' w
w
j
5 WITHSILICONE ��
1n
10
ULL LENGTH OF UNIT
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III
N
21
O 22
79 �
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14 '� W 2
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d X M
a o
nw
° 001
20 a 14. e
(MIN. 3EMBEDJ 21 MIN° °I/4" TAPCON or APPROVED EQUAL BY FOR
39 TYP. _1O W/ 1 3/4• MIN. EMBED. INTO 3.2 Ksi Conc. @ 6"
FROM CORNERS 8 SEE ELEVATION AT SHEET
2 OF 14 FOR MAX, SPACING.
Non -Shrink, Non-Metollic TYPICAL ANCHORS IN PAIRS
Groin of mum 5 Ksi SEE ELEV. FOR SPACING
:AL ANCHORS IN PAIRS
ELEV. FOR SPACING
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
28Y Wood Buck Substrate ar
Wood Stru lure w/ (SG
Specific Gr v ty 55 n (Typ.)
—III A
X
� N
METAL
STRUCTURE
X
Metal`TFB kness \
U I D METAL STRUCTURE ATTACHMENT DETAILS
J NOTE:
1. ALL STEEL IN CONTACT WITH
S�4" in. ALUM. TO BE PAINTED OR PLATED.
dge Di St. 2. METAL STRUCTURES:
TYPICAL ANCHORS IN PAIRS A) STEEL : Fy = 36 KSI MIN.
SEE ELEV. FOR SPACING (STEEL 12 GA. MIN. THICK = 0.105")
B) ALUMINUM 6063—T5 MIN.
(ALUM. 0.078" MIN. THICK)
4' Min.
neiol`in�u�ess
MIAMI—DADE COUNTv
APPR'D MULLION
SEE SEPARATE NOA
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. AT SHEET 8 FOR SPACING
ANCHOR TYPE CHART IN CONC. or MASONRY (min.)
ANCHOR OPTIONS
HEAD -SILL
JAMB
Embedment
Edge Dist.
Concrete
ELCO ULTRACON
1/4"
1/4"
1 3/4"
1"
2.85 Ksi
BUILDEX
1/4"
-
1 3/4"
4"
3.2 Ks
BUILDEX
-
3/76"
1 3/4"
3"
3.2 Ks
ANCHOR TYPE CHART IN 2X WOOD BUCK (min.)
ANCHOR OPTIONS
HEAD -SILL
JAMB
Embedment
Edge Dist.
12 Woad
ELCO ULTRACON
1/4"
1/4"
1 1/4"
1 1.55
SG
BUILDEX
1/4"
1/4"
1 1/4"
1"
,55 SG
S.M.S. (Into 2X)
#12
#12
1 1/4"
1"
.55 SG
1 /4" DRILLFLEX SELF DRILLING SCREWS
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
2 SMS
INTO APPROVED MULLIONS (NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON)
INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX)
(3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX)
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
SEALANTS:
FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
SEALED WITH WHITE/ALUMINUM COLORED SEALANT.
C
0
m 0 O
M 0
m o U CD o
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3 n ¢ ¢
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w w
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z
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TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
a O m
TYPICAL ANCHORS IN PAIRS
z
SEE ELEV, FOR SPACING
n 0 U O
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MIN. V N w
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NOTES: 1 REFER TO SHEET 2 OF 14 tl
(MIN. EMBED.) ) U 0) O
FOR GLAZING OPTIONS AND DP CHARTS. O) o i
2) REFER TO SHEET 3 OF 14 j
TYPICAL ANCHORS IN PAIRS FOR VERTICAL CROSS—SECTION DETAILS. Q 2 q 3 E
SEE ELEV. FOR SPACING 3) REFER TO SHEET 3 OF 14 z g e-
PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES,
4) REFER TO SHEET 2 OF 14 ~
O O /4" MAX. FOR MAX. ANCHOR SPACINGS. i
L �
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SHIM 1/4" SHIM TYPICAL ANCHORS IN PAIRS ° m a
]SEV. FOR SPACINGMAX Nm�D.L. OPG.a HICI
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28 _ ].... o \ d
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6/0 x 6/8 SIZES
SEE CHART ON SHEET 2 OF 14 PANEL WIDTH (MIN. EMBED.)
t BY P.T. a9 U" .,,� s n,`+>
EXTERIOR WOOD BUCK
2D�2T — XO (Shown) DOOR WIDTH Fo'rIn
i
2D/2T — 0X (Reversed)
196 1/4" MAX.
13" MAX. TYP. DOOR WIDTH CLUSTER OF m d A
AT HEAD/SILL 4 ANCHORS _ 6" MAX. TYP. p g
AT STILE ENDS
A2 6"' HEAD/SILL CORNERSA� AAA
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At
APPROVED CONFIGURATIONS II �~ U a'
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.)
II �w o a z
STEEL REINFORCING d
3D B3 II z o 'w m
BULB VINYL 17 AS READ. �, U 2 €
3/16" HEAT STREN'D GLASS B2 O X X O 0) O i
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d Trosifol by: Q [� > 4
w Kuraray America Inc. CI ¢
3/16" HEAT STREN'D GLASS 'ez a' v
°J
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Ln Q SCHNOEEE MOREHEAD 5731 50" MAX. D.L. DEC. 1) REFER TO SHEETS 6 & 7 OF 14 ~ Cr
PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS.
00 DOW CORNING 899 X U o 0 4 \
U TREMCO SPECTRUM 2 50" MAX. Z) REFER
RYTTO SHEETS
6ANCHORS OF 14 AND NOTES. � g o 3 0
PANEL WIDTH FOR
40 - o cw m �
4 DOOR - TWO TRACK a o m 90
,...I "OXXO" TYPICAL ELEVATION LAMINATED GLASS a a o o
TESTED UNIT LARGE MISSILE IMPACT D 3 3 a
GLASS TYPE 'B' DOORS GLAZED WITH LAMINATED GLASS RATED FOR o E £ a a
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. = w 0
o
BULB VINYL 17 z Z Z
3/16" HEAT STREN'D GLASS z-
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Se tr Glass b� d
Kunaroy Americo Inc. 6tttifin � za � 3 m � c z �
6
Ae ept"ce No - 929 •d
Z m 3/16" HEAT STREN'D GLASS EnOr Date .�
g L SILICONE 9 {{
< SCHNEE-MOREHEAD 5731 �, iSl�a- Lna ..St--
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DO DOW CORNING 899
V U TREMCO SPECTRUM 2 j
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40 mw
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PANEL MAX. D.L.O.: Oz
3/0 X 6/8 32-3/4" X 74-3/4" o�U A, C
4/0 X 6/8 = 44-3/4" X 74-3/4" mw�
AAA
GLASS 711 TYPE 'A' 4/11 X 6/8=55-3/4" X 74-3/4" Fz
GLAZING DETAILS 3/0 X 8/0 = 32-3/4" X 90-3/4" aAA, "¢�`
4/0 X 8/0 = 44-3/4" X 90-3/4" n
DESIGN LOAD CAPACITY
GLASS TYPES 'A' OR
- PSF
'B'
PANEL WIDTH
NOMINAL
FT./IN.
DOOR HEIGHT
FT./IN.
STANDARD
SILL
2-1/4"
RISER
3" RISER
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT.
(-)
2/6
3/0
3/6
4/0
4/6
4/11
6/8
40.7
60.0
56.7
60.0
60:0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
2/6
3/0
3/6
4/0
8/0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
40.7
60.0
56.7
60.0
60.0
60.0
TYPICAL ANCHORS
IN PAIRS METAL
SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUCTURE
1" Min. SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING
1BY Edge Dist.
° -° _ - WOOD BUCK Q Q eo m
MIN. EMBED.) 9/16' - 2'a-MIN., ° ,. - ° - - _ _ = rn °°
TYP.. - - °° - 1 3/4" °- -° ° ° 1n � cn M1 1
(MIN. EMBED) - ° ° - - �\ n Pitch Beyond
\ M' o '� e ° - o
Of OJ O
3 w n
zr
1 METAL STRUCTURE ATTACHMENT DETAILS w o
Q NOTE: p o Z
� 75 1. ALL STEEL IN CONTACT WITH on w a
15 - = 3/4" Min. ALUM. TO BE PAINTED OR PLATED.
18 1n 2. METAL STRUCTURES:
A`� \ 1" Min. TYPICAL ANCHORS IN PAIRS Edge Dist. - A) STEEL : Fy = 36 KSI MIN.
I Edge Dist. Ty p.) SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS (STEEL 12 GA. MIN. THICK = 0,105")
,.Iill��7 11I� SEE ELEV. FOR SPACING B. ALUMINUM 6063-TS MIN.
/1 / (ALUM. 0.078" MIN. THICK)
/�26Y Wood (Buck Substrate or
1 1/4'• Wood Stru,Ttpt ity w/ (Smi
(MIN. EMBED.) Specific Or vity= .55 �n. (Typ.)
'
7/16'-LAMINATED
GLASS
PC I,I'
II 29
a II
NOTES:
1)
REFER TO SHEET 5 OF 14
III!
FOR GLAZING OPTIONS AND DP CHARTS.
E-
C4
,,,IIII
.III' IIII
2)
REFER TO SHEET 7 OF 14
_
O_
0
LI
FOR HORIZONTAL CROSS-SECTION DETAILS.
w
w
O
a
II
-
3)
REFER TO SHEET 5 OF 14
_
=
W
FOR MAX. ANCHOR SPACINGS.
o
E
k
W
O
d
IIII
I,I
n
IIII'',,
IIII'
�
�
IIIII
li
�
o
(IIIII
�W
�In
II
W
In
IIII IIIII
III
IIII'
U1
_
17
1/16" or 1/811
SILL RISER ot w
\_
P
ADHERED WITH tWjl
w
5 CLEAR SILICONE
[n
10
III
FULL LENGTH
IIII
OF UNIT SILL
x
S
a
�
e „ MIAMI-DADS COUNTY
APPR'D MULLION
SEE SEPARATE NOA
n i°I r Beyond
3/4'Min.
Edge Dist.
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. AT SHEET 8 FOR SPACING
ANCHOR TYPE CHART IN CONC. or MASONRY (min.)
ANCHOR OPTIONS
HEAD -SILL
JAMB
Embedment
Edge Dist.
Concrete
ELCO ULTRACON
1/4"
1/41
1 3/4"
1"
2.85 Ksi
BUILDEX
1/4°
-
1 3/4"
4"
3.2 Ks
BUILDEX
-
3/16"
1 3/4"
3"
3.2 Ks
ANCHOR TYPE CHART IN 2X WOOD BUCK (min.)
ANCHOR OPTIONS
HEAD -SILL
JAMB
Embedment
Edge Dist.
2x Wood
ELCO ULTRACON
1/4"
1/4"
1 1/4IF
1"
.55 SG
BUILDEX
1/41
1/4"
1 1/4"
11
.55 SG
S.M.S. (Into 2X)
#12
#12
1 1/4"
1"
.55 SG
DRILLFLEX SELF DRILLING SCREWS
U INTO METAL STRUCTURES
21 ',I STEEL : 12 GA. MIN. F
22 30 ALUMINUM : 1/8" THK( MIN. (6063I T5 NMIN.)
19 B3 (STEEL IN CONTACT WITH ALUMINUM TO SE PLATED OR PAINTED)
1 4 '� w a. J= i
p \� .I 10 SMS
0 1n I'� INTO APPROVED MULLIONS (NO SHIM SPACE)
LJ
° N ILL TYPICAL EDGE DISTANCE
(1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON)
1" WEEP NOTCH (1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX)
14 ' AT EACH END (3/16") INTO CONCRETE AND MASONRY = 3' MIN. (ITW BUILDEX)
° °-° 2a. MIN° 1/4F TAPCON or APPROVED EQUAL BY FOR TYPICAL ANCHORS INTO WOOD STRUCTURE = 1" MIN.
° 39 °a TYP. ° " W/ 1 3/4" MIN. EMBED. INTO 3.2 Ksi Conic. @ 6' 2 PER CLIP INTO METAL STRUCTURE = 3/4" MIN.
FROM CORNERS & SEE ELEVATION AT SHEET SEALANTS:
5 OF 14 FOR MAX. SPACING.
Non -Shrink, Non -Metallic FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
Grout of Minimum 5 Ksi TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT.
s
�
s
IF
o
N
a
T
O
O
0
o
a
a
w
w
U
z
o
z
z
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
1/4" SHIM
MAX.
1/4" SHIM
1 i/4
(MIN. EMBED.)
PAN
�LrtJL`-fC-�JLJ� I
O O u
CL D�`� O O EXTERIOR
4D/2T - OXXO
NOTES: 1) REFER TO SHEET 5 OF 14
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEET 6 OF 14
FOR VERTICAL CROSS-SECTION DETAILS.
3) REFER TO SHEET 6 OF 14
FOR TYPICAL ANCHORS AND NOTES.
4) REFER TO SHEET 5 OF 14
FOR MAX. ANCHOR SPACINGS. r
C"Z � TYPICAL ANCHORS IN PAIRS O
SEE ELEV. FOR SPACING
SCREEN PTIONAL
EXTERIOR O
3D/2T - OXO
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189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET
F , & NON -POCKET MAX. WIDTH 191 1/4"
iii N I CLUSTER OF
I p� Y 13 1 /4" MAX, TYP, a ANCHORS
0 1; o 4 AT HEAD/SILL AT STILE ENDS - m o
6" MAX. TYP. POCKET WALL
6"`HEAD/SILL CORNERS sYP NOTE H3
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APPROVED CONFIGURATIONS
WITH & WITHOUT POCKETS
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.)
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PANEL MAX. D.L.O
3/0
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= 31-1/2" X 90-1/4"
4/0
X 8/0
= 43-1/2" X 90-1/4"
BULB VINYL 77
BULB VINYL 17
0 HEAT STterlo GLASS
3/7jKurarcy
3/16" HEAT STREN'D GLASS
PVD Interlayer
CP-Soflex & Saflex HE
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ostmcn Chemical Co.
Trosifol PVB or
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Hy
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PVB b
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Americo Inc.
16" HEAT STREWD GLASS
3/76" HEAT STREN'D GLASSILICONE
NDO
SILICONE
OW CORNING 899
-COCD
�
DOW 899
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Ln
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GLASS TYPE 'A' GLASS TYPE 'H'
GLAZING DETAILS
4 DOOR - THREE TRACK
"XXXX" TYPICAL ELEVATION
TESTED UNIT
I� !
NOTES:
1) REFER TO SHEETS 9, 10 & 11 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
2) REFER TO SHEETS 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
3) FOR POCKET WALLS SEE GENERAL NOTES
#15 & 16 AT SHEET 1 OF 14.
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
PSF (3" SILL) LAMINATED GLASS
GLASS TYPE 'B' LARGE MISSILE IMPACT to
castA
DP CAPACITY -PSF (2 1/4" SILL)
DP CAPACITY -
NOMINAL DOOR SIZES
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'A'
WIDTH HEIGHT
--
-------
---
FT./IN. FT./IN.
EXT. (+)
INT.
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
8/0 (2DR)
8/0
56.7
68.0
56.7
68.0
68.0
68.0
68.0
68.0
(W/ 1 STEEL)
8/0 (2DR)
8/0
56.7
68.0
56.7
68.0
68.0
68.0
68.0
68.0
(W/ 2 STEEL)
(*)
(*)
2/0 (3DR)
8/0
56.7
68.0
56.7
68.0
-
-
68.0
68.0
(W/ 1 STEEL)
72/0 (3DR)
(W/ 2 STEEL)
8/0
56.7
68.0
56.7
68.0
68.0
68.0
(*)68.0
(*)68.0
16/0 (4DR)
8/0
53.3
60.0
53.3
60.0
60.0
60.0
60.0
60.0
(W/ 1 STEEL)
16/0 (4DR)
8/0
53.3
68.0
53.3
68.0
68.0
68.0
68.0
68.0
(w/ 2 STEEL)
(*) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090" SGP Laminate
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W/ 13/4' MIN. EMBED. INTO 3.2 Ksi Conc.
@ 60 FROM CORNERS & SEE ELEVATION AT
SHEET 8 OF 14 FOR MAX. SPACING.
1 31/4 44
(MIN. EMBED) - - d 4° d nd
1 4. °
CAULKING
1 3/4"
(MIN. EMBED) - d
1 /4" MAX.
GAP�—
BY P.T.
0D BUCK
EMBED.)
7/l6'-LAMINATED GLASS
TYPICAL ANCHORS IN PAIRS
METAL
SEE ELEV. FOR SPACING
TYPICAL ANCHORS IN PAIRS STRUCTURE
SEE ELEV. FOR SPACING
X
X
d ° -
°
27
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Metul`TF�Ck Ise
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SEE ELEV. FOR SPACING
IBY \ Wood Buck Su55 min.
role
Wood Structure w/ (SG)
Specific
Specific Gravity= .55
(TYp )
NOTES: 1) REFER TO
SHEET 8 OF 14
FOR GLAZING
OPTIONS AND DP CHARTS.
2) REFER TO
SHEETS 10 & 11 OF 14
FOR HORIZONTAL CROSS-SECTION DETAILS.
- 3) REFER TO
SHEET 8 OF 14
FOR MAX.
ANCHOR SPACINGS.
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° 39 °. n
FROM
FROM
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CORNERS
LEV
& SEE ELEVATION AT SHEET
6 OF
t4 FOR
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PAIRS
O
METAL STRUCTURE ATTACHMENT DETAILS
NOTE:
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
2. METAL STRUCTURES:
TYPICAL ANCHORS IN PAIRS A) STEEL : Fy = 36 KSI MIN.
SEE ELEV. FOR SPACING (STEEL 12 GA. MIN. THICK = 0.105")
B) ALUMINUM 6063-T5 MIN.
(ALUM. 0.078" MIN. THICK)
'EI/t131C�LU7=KQ�PIu
t APPR'D MULLION
SEE SEPARATE NOA
netal`inee.ness
X
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. AT SHEET a FOR sPAcwc
ANCHOR TYPE CHART IN CONC. or MASONRY
(min.)
ANCHOR OPTIONS
HEAD -SILL
I JAMBI
Embedmentl
Edge Dist.
Concrete
ELCO ULTRACON
1/41,
1/4"
1 3/4"
1"
2.85 Ksi
BUILDEX
1/4It
—
1 3/4"
4"
3.2 Ksi
BUILDEX
—
3/16"
1 3/41,
3"
3.2 Ksi
ANCHOR TYPE CHART IN 2X WOOD BUCK (min.)
ANCHOR OPTIONS
HEAD -SILL
JAMB
Embedment
Edge Dist.
2x Wood
ELCO ULTRACON
1/4"
1/4"
1 1/4"
1"
.55 SG
BUILDEX
1/4"
1/4"
1 1/4"
1"
.55 SG
S.M.S. (Into 2X)
//12
(j12
1 1/4"
7"
.55 SG
DRILLFLEX SELF DRILLING SCREWS
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.)
ALUMINUM 1/8$1 THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
0 SMS
INTO APPROVED MULLIONS (NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY 1" MIN. (ELCO ULTRACON)
INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX)
(3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX)
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
SEALANTS:
FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
SEALED WITH WHITE/ALUMINUM COLORED SEALANT.
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MUST SUSTAIN IMPOSED LOADS
°
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SCR(OOPTIOOAL PANEL
(MIN. EMBED.)
WOOD HOCKS NOT BY LAWSON IND.
R SILICONE ADHESIVE
[NG COMPOUND
T-7/16"-H.S.. LAMINATED GLASS
CLEAR SILICONE ADHESIVE
BEDDING COMPOUND
SCREEN DOOR PANEL
(OPTIONAL) O
EXTERIOR
DOOR WIDTH (142 1/20)
3D/3T — XXX
7/l6"-H.S.. LAMINATED GLASS
29 CLEAR SILICONE A➢HESIVE
BEDDING COMPOUND
DOOR PANEL
nDNAu O EXTERIOR
DOOR WIDTH (96")
2D/2T — XX
GAP
MAX.
37 /
I
4 a -
I
#l2 X 2" F.H./PHI.-S.M.S. W/ 25 27
t 1/4' MIN. EMBED. INTO 2X 2 STEEL BARS REQD. ON
P.T. WOOD BUCK (SEE SHEET 49 SIZES AS LISTED IN DP
FOR FASTENER NOTES AND CHART W/ PRESSURES
ELEVATION AT SHEET k 8 FOR SHOWN ON SHEET 8 OF 14
FOR FASTENER SPACING )
4
4� a
e,
a IL 25 1 TEERAR .
SIZES AS LISTED IN DP
CHART W/ PRESSURES
SHOWN ON SHEET 8 OF 14
EXTERIOR GRADE 1 i/4
PERIMETER CAULKING
(MIN. EMBED.)
NOTES: 1) REFER TO SHEET 8 OF 14
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEET 9 OF 14
FOR VERTICAL CROSS-SECTION DETAILS.
3) REFER TO SHEET 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
4) REFER TO SHEET 8 OF 14
FOR MAX. ANCHOR SPACINGS.
1 /4" GAP
MAX.
EXTERIOR GRADE
PERIMETER CAULKING
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/
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1 1/4• MIN. EMBED, INTO 2X
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FOR FASTENER NOTES AND
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6" FROM CORNERS & SEE ELEVATION AT CLEAR SILICONE ADHESIVE NOTE:
SHEET 8 OF 14 FOR MAX. SPACING. BEDDING COMPOUND STEEL BARS RLISTED IN DP CHART
AS
° p W/
33 PRESSURES SHOWN ON
° 13 SHEET B OF 14
° 37 7 9
_________________________________________ -----___ _--__-----_-_ 26 16
- CLEAR STLICIINE TDHESIV�__________ _______ ______________
-- ----- ---
BEDDING COMPOUND
A 7 -
r Lwl
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
1/4" MAX.
------------
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
1/4" MAX.
1 1/4"
(MIN. EMBED. �\
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W/ 1 1/4" MIN. EMBED, INTO 1.Mj
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( P— FOR POCKET WALLS
ATSHEET
INSTALLATION SEE ❑N ¢ V O Z
DETAILS AT SHEET 12 OF 14 )e SEE GENERAL NOTES o � .-. O O 0�d
#15 & 16 AT
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SCREENS OPTIONAL
EXTERIOR POCKET DEPT
TEST DOOR WIDTH (190 5/8")
4 D / 3 T — XXXX P NOTES: 1) REFER TO SHEET 8 OF 14
FOR GLAZING OPTIONS AND DP CHARTS,
2) REFER TO SHEET 9 OF 14
FOR VERTICAL CROSS-SECTION DETAILS.
- 3) REFER TO SHEET 9 OF 14
_ FOR TYPICAL ANCHORS AND NOTES.
4) REFER TO SHEET 8 OF 14
FOR MAX. ANCHOR SPACINGS.
3 tCM1
e Metal Thickness
METAL STRUCTURE ATTACHMENT DETAIL
d NOTE:
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
METAL 2. METAL STRUCTURES:
STRUCTURE A) STEEL Fy = 36 KS] MIN.
_ - (STEEL 12 GA, MIN. THICK - 0.105")
B) ALUMINUM 6063-T5 MIN.
d (ALUM. 0.078" MIN. THICK)
NN: EMBED.)
�,2 SCREEN DOOR PgNEL
(OPTIONAL)
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SGD-9200 BILL OF MATERIALS - 2 & 3 TRACK FRAME
ITEM #
PART #
QTY.
DESCRIPTION
REMARKS
1
L-9211
1
2 TRACK FRAME HEAD
6063-T6 ALUMINUM
1.2
L-9211
1
2 TRACK FRAME HEAD (Multi -Slide)
6063-TG ALUMINUM
2
L-9206
1
2 TRACK FRAME SILL
6063-T5 ALUMINUM
3
L-9212
2
2 TRACK FRAME JAMB
6063-T5 ALUMINUM
4
L-9204
1 X PANEL
PANEL TOP RAIL
6063-T5 ALUMINUM
5
L-9205
1 X PANEL
PANEL BOTTOM RAIL
6063-T5 ALUMINUM
6
L-9201
1
PANEL LOCK STILE
6063-TG ALUMINUM
7
L-9202
1
PANEL INTERIOR INTERLOCK
5063-T6 ALUMINUM
8
L-9203
1
PANEL EXTERIOR INTERLOCK
6063-T6 ALUMINUM
9
L-9207
1
PANEL ASTRAGAL
6063-TG ALUMINUM
10
L-9209
AS REQ'D.
ALUMINUM GLAZING BEAD
5063-T5 ALUMINUM
11
L-9214
1
3 TRACK FRAME HEAD
6063-T6 ALUMINUM
12
L-9208
1
3 TRACK FRAME SILL
6063-T5 ALUMINUM
13
L-9213
2
3 TRACK FRAME JAMB
6063-T5 ALUMINUM
INTERIOR
EXTERIOR
I
F2 ss
1/4" MAX.
SHIM
1 3/4" MIN.
EMBED. °
NOTE: o
1. FOR ANCHOR TYPES SEE
NOTES AT SHEETS 3, 61 & 9.
2. FOR POCKET WALLS SEE GENERAL -
NOTES #15 & 16 AT SHEET 1 OF 14,
TYPICAL ANCHORS
AT 8" O.C. e
v SEE ELEV. �..
FOR SPACING
F
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AT 8"- O.C.
SEE ELEV,
FOR SPACING
r 1 3/4" MIN.
INTERIOR
STEEL BAR REO�. ON
'.ES LISTED W/ DP 6C
D ABOVE
F
lexible Vin FPVC Com osition-Team Plastics Inc.
`1. FPVC Black Compound No. 7200-75
PHYSICAL ASTM NO.
Durarncter Hmdmw 'I 10 sec 75 D-2240
Specific GraiiN 1,45 D-792
mile Strength, PSI 1640 Db38
Ultimate Elonpooq'% 340.0 Dfi38
MedWI(d 100%Elmpam, PSI 765.0 D638
Impact Brittleness -31.0 D-746
'2. FPVC White: Compound No. 7267-75
PHYSICAL ASTM NO.
Dmmneter Hardness "A". 10 sec 75 D-2240
Specific Gram 1.45 D-792
Temile svengtt, PSI 1640 D-638
Ul imate ElongatiI % 325.0 Dfi38s � N.Mulu100% Elmgatim, PSI 765A D-638
im act Brittleness -340 D-746
EXTERIOR
f
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t.ct
a � TYPICAL ANCHORS a
AT 8"- O.C.
SEE ELEV,
FOR SPACING
r 1 3/4" MIN.
INTERIOR
STEEL BAR REO�. ON
'.ES LISTED W/ DP 6C
D ABOVE
F
lexible Vin FPVC Com osition-Team Plastics Inc.
`1. FPVC Black Compound No. 7200-75
PHYSICAL ASTM NO.
Durarncter Hmdmw 'I 10 sec 75 D-2240
Specific GraiiN 1,45 D-792
mile Strength, PSI 1640 Db38
Ultimate Elonpooq'% 340.0 Dfi38
MedWI(d 100%Elmpam, PSI 765.0 D638
Impact Brittleness -31.0 D-746
'2. FPVC White: Compound No. 7267-75
PHYSICAL ASTM NO.
Dmmneter Hardness "A". 10 sec 75 D-2240
Specific Gram 1.45 D-792
Temile svengtt, PSI 1640 D-638
Ul imate ElongatiI % 325.0 Dfi38s � N.Mulu100% Elmgatim, PSI 765A D-638
im act Brittleness -340 D-746
EXTERIOR
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3,650
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TWO TRACK HEAD �1.594 AT SHEETS 8, & 9.
MULTI -SLIDE FRAME
Q
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3.500
1.218
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FRAME JAMB
1.687—
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2.250 1.132
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FRAME SILL
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1.241
2.000
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1 .500
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INTERIOR INTERLOCK
890
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5�.150
b-
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PANEL TOP RAIL PANEL BOTTOM RAIL
180 �2.686�
8 1 .0I44 062
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L1 .842
10 8
GLASS STOP LOCK STILE O
531 rl .580
524 .875
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23 J 1.142 30
FIXED PANEL CLIP ASTRAGAL RETAINER
1.710
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1 .687 O
EXTERIOR INTERLOCK
844 2.280
r.094
ASTRAGAL STILE
�3.000-_{
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SILL RISER
1.617
FRAME TOP CORNER
i Yn(�71 Y C7_rY ��517 ��iYl
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