HomeMy WebLinkAboutREVISION 1-18-18PMENT OF REGULATORY AND E(
AND CODE ADMINISTRATION DI
ICE OF ACCEPTANCE
ion Industries, Inc.
NW 90d Street.
ev. FL 33166
r
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
VIIC RESOURCES (RER). 11805 SW 26 Street, Room 208
N T (786) 315-2590 F (786) 315-2599
1A) www.miamidade.aov/economy
OPE:
is NOA is being issued under the applicable rules and regulations governing the use of construction materials.
1 e documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control
ection to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
AHJ). I
'his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
ection (In Miami -Dade County) and/ or the iAHJ (in areas other than Miami -Dade County) reserve the right to
ave this product or material tested for quality assurance' purposes. If this product or material fails to perform in
e accepted manner, the manufacturer will lincur 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 determinedlby 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.IL9200-1201 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., 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: Large and Small Missile Impact Resistant
1. See Design Pressure (DP) Vs door size, I glass type, reinforcements, sill type and configuration in sheets 2
sheet 5 and sheet 8. f
2. See pocket installation detail in sheet 11 and notes #15 and #16 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 s e t
shall be done in its entirety. ! r 1.
INSPECTION: A copy of this entire NOA shall be provided to the user by fac r s o
and shall be available for inspection at the Job site at the request of the Buildin O ° t
This NOA revises & renews NOA 014-0908.02 and consists of this page 1 i "e `4 3
E-4 and E--5, as well as approval document inentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
riwMwaaecaurm Expiration Date: February 13, 2023
Approval Date: January257, 2018
Page 1
� ���� •fie �o�y�
i
SCANNED
by
MI- ADE BMW bounty MIAMI DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
1-rRTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
OARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
►TOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv
awson Industries, Inc.
501 NW 90'h Street
`edley, FL 33166
This NOA is being issued under the applicabl
The documentation submitted has been revie
Section to be used in Miami —Dade County a
(AHJ).
This NOA shall not be valid after the expira
Section (In Miami —Dade County) and/ or the
have this product or material tested for qualit
the accepted manner, the manufacturer will
revoke, modify, or suspend the use of such pi
to revoke this acceptance, if it is determined
or material fails to meet the requirements of tl
This product is approved as described herein,
including the High Velocity Hurricane Zone.
.DESCRIPTION: Series "SDG-9200" Alur
APPROVAL DOCUMENT: Drawing No.
Glass Door (LMI)", sheets 01 through 14 of
NOV 21, 2017, signed and sealed by Thoma
Section Revision stamp with the Notice of Ai
Product Control Section.
MBSILE IMPACT RATING: Large and
1. See Design Pressure (DP) Vs door size,
sheet 5 and sheet 8.
2. See pocket installation detail in sheet 11 a
3. Applicable Egress requirements to be rev
LABELING: Each unit shall bear a perman
and following statement: "Miami —Dade Cou ii
RENEWAL of this NOA shall be considere
change in the applicable building code negatil
ales and regulations governing the use of construction materials.
d and accepted by Miami Dade County RER—Product Control
other areas where allowed by the Authority Having Jurisdiction
on date stated below. The Miami —Dade County Product Control
,HJ (in areas other than Miami Dade County) reserve the right to
assurance purposes. If this product or material fails to perform in
icur the expense of such testing and the AHJ may immediately
duct or material within their jurisdiction. RER reserves the right
y Miami —Dade County Product Control Section that this product
: applicable building code.
and has been designed to comply with the Florida Building Code,
Sliding Glass Door (Steel reinforced)—L.M.I.
.9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding
14, prepared by manufacture, dated 09/25/12 and last revised on
J. Soto, P. E., bearing the Miami Dade County Product Control
ceptance number and Expiration date by the Miami —Dade County
Small Missile Impact Resistant
;lass type, reinforcements, sill type and configuration in sheets 2
notes #15 and #16 in sheet 1.
ed by AHJ.
at label with the manufacturer's name or logo, city, state, series,
Product Control Approved", unless otherwise noted herein.
after a renewal application has been filed and there has been no
ly 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.
MtAMFDADE COUNTY
....
NOA No.17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 257, 2018
Page 1
Lawson Industries. Inc.
1. Evidence submitted in previous fifes
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--9260 Aluminum Sliding Glass Door
(LMI)", sheets 01 through 44 of 14, prepared by manufacture, dated 09/25/12, with the
latest revision "B", dated 04/l5115, 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 Oi/16/12, HETI-12-4040, dated 10/12/12, HETI 12-4051, dated
06/13/12, HETI-12-4053land 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) CycliclWind 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/l i, 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 BETI-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) LargelMissile 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 Humcane Engineering & Testing, Inc., Test Reports No.'s HETI 11-
3291, dated 07/15/1l and HETI I1-3292, dated 10/20/11, both signed and sealed by
Rafael E. Droz-Seda, P.;E.
(Submitted under previous NOA No.12-1204.12)
(st,-:5l
Ishaq L 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 IEntry 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) Unifbrt 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
2411.312.1, 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)
C. 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 06119114, expiring on 12/11/18.
Ishaj L Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January25, 2018
E-2
Lawson Industries, Inc.
F. MATERIAL CERTIFICATIONS
4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass.Interlayer", expiring on 12/11/16:
5. Notice of Acceptance No..14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGIas® 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 12/11/18.
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 51' 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
FB•C 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas L Soto,
P. E. (Submitted underp ieviousNOANo.121204 12)
3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dated 05116111,
HETI-11-3270, dated 05/16111, BETI-11 3271, dated 10/20/11, HETI-11-3272, dated
10/20/11, HETI41 3274, dated 10/20/11, HETI 11 3275, dated 10/20/11, HETI-11-
3291, dated 01/15/11, HETI 11 3292, dated 10/20/11, HETI-11 3307, dated 10/03/11,
BETI-11 3313, dated 16/20/11, 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, BETI-12-
4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-124052, dated 07/10/12,
HETI-124053, dated i09/24/12, BETI-12-4054, dated 09/24/12, IIETI-12-4064,
dated 09/24/12, and HETI-124065, 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.121204.12)
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 113291,
.HETI--11 3292, HETI 11 3307, HETI-11 3313, HETI-11 3314, BETI-11 3329,
HETI--11 3330, BETI 12-4040, IIETI-12-4041, HETI-124051, HETI-124052,
HETI-124053 , HETI 12-4054, HETI-124064 and BETI-12-4065, dated 01/15/13,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P. E.
ts� 1. U,,,A.-
IsIfaq 1. Chanda, P. E.
Product Control Examiner
NOA No.17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-3
Lawson Industries, Inc.
F. STATEMENTS (CONTEWED)
4.
Laboratory addendum let
HETI-11 3271, , HETI-
HETI-11 3292, HETI-1
HETI-11-3330, HETIA
HETI-12-4053 , HETI-]
issued by Hurricane Engu
Seda, P. E.
(Submitted under previous
5.
Proposal issued by Produc
6.
(Submitted under previous
7.
Proposal issued by Produce
(Submitted under previous
8.
Laboratory compliance lei
Reports No.'s FTL-3078,
(Submitted under previou-
9.
Laboratory compliance set
Reports No.'s FTIr3525
Joseph C. Chan, P. E. I
for Test Reports No.'s HETI I1-3269, HETI-11-3270,
3272,HETI-11 3274, HETI-11 3275, HETI-11 3291,
301, HETI-113313, HETI-11 3314, HETI-11 3329,
1040, HETI-12-4041, HETI-12-4051, HETI-12-4052,
1054, IIETI 12-4064 and HETI-12-4065, dated 01/15/13,
ing & Testing, Inc., signed and sealed by Rafael E. Droz
NOA No.12-1204.12)
Control, dated 03/30/12, signed by Jaime D. Gascon, P. E.
NOA No. 12-1204.12)
Control, dated 03/13/08, signed by Ishaq Chanda, P. E.
NOA No.11-0518.03)
.ers issued by Fenestration Testing Laboratory, Inc., for Test
sated 01/10/02, signed and sealed by Luis Figueredo, P.E.
NOA No. 02 1126.04)
ers issued by Fenestration Testing Laboratory, Inc., for Test
and FTL-3572, dated 09/09/02, both signed and sealed by
(Submitted under previous NOA No. 02 1126 04)
10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-34241 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 signedi and sealed by James G. Worth, P. E.
(Submitted under previous NOA No. 02-1126.04)
G. OTHERS
1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series
IISGD-9200 Aluminum! Sliding Glass Door - L.M.U. approved on 01/31/13 and
expiring on 02/13/18.
f
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 h Edition) code compliance.
B. Test
1. None.
Ishaq 11 Chanda, P. E.
Product Control Examiner
NOA No.17-1212.05
Expiration Date: February 13, 2023
E-4 Approval Date: January 25, 2018
'
I
Lawson Industries; Inc.
NOTICF. OF ACCFPTANCF
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONgS
1. Notice of Acceptance No. 14-6016.11 issued to Kuraray America, Inc.(Former E.I. DuPont
DeNemours) for the "Sentry Glass & clear & white interlayer", expiring on 07/04/18.
2. Notice of Acceptance No.16-1117.01 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 (61 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.
1shaq L Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-5
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RIGDHT POCKET SHIM
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PoCHr POCKET SHOWN
(LEFT POCKET OPPOSITE)
SEE BELOW
(LEFT POCKET OPPOSOE)
NOTE 15. 20/2T - LP/RP
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NOTES:
1) REFER TO SHEETS B OF 14
FOR GLAZING OPTIONS AND OP CHARTS. 4D 2T - LP
&
2) REFER TO SHEETS 9, 10 & I I OF 14 LEFT POCKET SHOWN
3D/3T
S.
FOR TYPICAL CROSS-SECTION DETAILS. (SSHT POCKET OPPOSIIE)
3) REFER TO SHEETS 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
4) PANEL STACK CONFIGURATIONS ARE
REVERSIBLE
b) FOR POCKET WALLS SEE GENERAL
3D/3T - LP
NOTES /15 & 15.
PoGHT POCKET SHOWN
(LEFT POCKET OPPOSRE)
I
2D/2 2D/2B� T - O%d
JD/2T - O%O 4D/2T - OX%O
2 DOOR
D
3 & 4 OORI
1) REF _
I) 14 FOR
RGTIAZN FAND
N4ffS
14 MR
1) RGIAZING
EFER TO SHEETS 5 FOP
FOR OPTIONS OP CHARTS.
OPTIONS AND CHARTS.
2) REFER TO SHEETS 3 & 4 OF 14
2) REFER TO SHIFTS 6 & 7 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
3) REFER TO SHEETS 3 OF 14
FOR TYPICAL CROSS-SECTION DETAILS.
i0R TYPICAL ANCHORS AND NOTES.
3) REFER TO SHEE15 B OF In
FOR TYPICAL ANCHORS AND'NOTES.
SERIES:' SGD-9200
IMPACT SLIDING GLASS DOOR
General Notes'
lJ THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edtlon & 2017 Blh Edltlon)
INCLUDING THE HIGH VELGCrrY HURRICANE ZONE VELOCITY (HVHZ) AND
ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
2.) ROOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERPOSED 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 0l 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 BUDDING OFFICIAL
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS 19 USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
5.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED CLASS
TYPES TABULATED HEREIN (SEE SHELLS / 2, b, & 8).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. B. 7, B, 10,
& It OF 14.
B.) EXT. COLONIAL TM. FALSE COLON. MUNTINS ARE OPTIONAL & AND TO BE APPLIED
W/ SILICONE.
S.) 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.
10.1 APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH PTXED
PANELS, ALL MOVING PANELS. INCLUDING WITH OR WITHOUT (LIT-RH) POCXETS.
11.) MULLING DOORS WEN OTHER TYPES OF ML11B-DADE COUNTY APPROVED
PRODUCTS USING A ITLAMI-DARE COUNTY APPROVED MUWON IN BETWEEN ARE
ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS Y 3, 4. B. 7. B, 10.
& Il OF 14.
13.) ALL METAL/MEL IN CONTACT WITH ALUMINUM OR OTHER DISSTNIIAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14. REFER
TO SHEET It OF 14 FOR ADDITIONAL DETAILS.
15)
POCKS
WALLS ARE NOT PART OF THIS APPROVAL
16.) POCKET' WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED
BY THE ENGINEER OP RECORD (EOR).
LAMINATED GLASS
LARGE bgSSILE Ib1PACT
DOORS GLAZED WITH LAMINATED CLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
wwwcF
wa.a"�4 uWTn noWr
Iarcl "2 ZAS
wk 5
4•+J_
C4KW4F
U.
O
DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL)
NOMINAL
OR SIZES
I GLASS TYPE 'A'
I GLASS TYPE V
GLASS TYPE VI
GLASS TYPE IV
WIDTH
FT./EN,
HEIGHT
rt./w.
EXT. (+) INT. (-)
EXT. (+) INT, (-)
EXT. (+) INL (-)
E70. (+) BIT. (-)
(NO STEEL)
6/8
56.7
95,0
56.7
65.0
56.7
85.0
56.7
75.0
I
(NO 651EEL)
6/8
56.7
95.0
56.7
65.0
56.7
75.0
(YBTH/STD)
6/8
56.7
85.0
56.7
70.0
55.7
t8Mt
688I
(WITH /S7FEI.)
8/0
56.7
65.0
563
65.0
%
%
I
DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER)
NOMINAL DOOR
SAES
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE VI
GLASS TYPE! V
.T.
FT./IN. I
HEIGHT
FT.AN.
EXT. (+) INT. (-)
EXT. (+) INT. (-)
EXT. (+) INT. (-)
W. (+) INT. i(-)
5/0
(NO STEEL)
8 6
/
76.7
95.0
65.0
65.0
76.7
85.0
75.0
75A
(NO6/STEEL)
6/8
76.7
95.0
65.0
65.0
76.7
85.0
75.0
751.0
(WITH/sm)
6/8
76.7
85.0
10.0
70.0
76.7
788
68.8
68.8
I
(� /0
8/0
65.0
65.0
65.0
65.0
X
X
X
xi
98 3/8" MAX.
DOOR WIDTH
13 1/4' MAX. CLUSTER OF
ANCHORS
SPAONC DYRAlION: ttP. AT 9RIE EN
I05
m " nat to eee HEAD/SILL
ea0 1/2' O.C, of Doan
.IIol D;m; 60' In .i DI. A 6"
1
7/16" LAY. CLASS
C
2 j . 0
$EE CNAAT AT LPR
I x o
1) REFER TO SHEETS 3 & { OF 14 /
FOR TYPICAL CROSS-SECTION DETAILS. 44 3/1 MA%.
b o- 2) REFER TO SHEETS 3 OF 14 O.L. OPG.
TY FOR PICAL ANCHORS AND NOTES. 50" MAX.
I t 50" MA%. PANEL WIDTH
MAX. D.L.O.: LAMINATED CLASS PANEL WIDTH
6/0 % 6/8 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK
X0 OX 8/0 % 6/8 44-3/4� X 74-3/4' "XO" "'CAI 11 FVATQN
APPROVED CONFIGURATIONC 8/0 X 8/0 44-3/4' X 90-J/4" DOORS CLAIED WITH LAMINATED GLA95 RATE. FOR TESTED UNIT
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) W2CE MISSILE NIX AND REQUIRE NO SHUTTERS.
I -BtRb •ANTE I7 BULB NNYL 17 -BULB VINYL- l�l -BULB 1.1 @
r 3/16' HEAT STREN'D CLASS -311.- HEAT MEW. CLASS •1 -3/I6' HEAT MON'D GLA95 17/I B' HEAT STREN'0 GMSS
090 INTERLAnit 090 PVB INTERIAYER 090 SAILHP 090 PVB TREW f
SmlryClau E . f Troeifol PVB -Cleor or Color GIR.e IntMa7erCleor or Cdor Glow InlMoyer
m ; Kvrmay Ame ,Inc. F ! •' Kuraroy Amerieo. Inc. �'i t 1 W. EaelmanER CHemical Co. w I fiy: Eoatman CHemkol Co.
,3/I6' NEAT STREN'D GLASS - ]/IB' HEAT STREN'D GLASS Z m II I f3/16" HEAT STREN'D GLASS Z m I r ]/16' HFAT STREN'0 GLASS
Z Z m
III¢nnn� SSCCH EE-MORD-IM 5731 1 I r uH EEE MOREHEAD 57]1 ' i SCHNEE-YOREHEAD 5731 S,CONEI UINEEE YORNEAD 5731
" U • .-DOW CORNING 699 a0 g 1 ' 1i i DOW CORNwC 698
0 'tQ V DOW LORMNG 699 '� %DOW CORMNO 899
TREYCO SPECTRUY 2 N TREKO SPECIRUY 2 h 'I NNCO SPECTRUM 2 0 +L ' TRENCO SPELTRUY 2 r uvcrmzns p
a0 I I `D ' I I aD ' li I. • 'D w�am+..Kre.�rdr
A.�ew / -1/2•pf
'ACT c TYPF 'A' GLASS TYPE 'R'
GLASS TYPE T GLASS TYPE '0'
SEE ELEV. FOR SPACING
•.:• 1
I
1' Miff
but%tEdg.Disl.2MM.�.MIIYP.O
mm µ(➢TORS w pNR6
SEE roR 6PACING
METAL
IN PAIRS SiR4CrURE
TYPIEE .EV. FOR
SEE [tLv. FOR SPACWc
y
_
_
o m
O
I
m I a 2 Ll �
—� #fin D, .
c+'g rnm ATr cx4PNT DEr c i o CC
i.Ati. srEEt w coxrAcr wrtN m i a 2 Ea7
Min. ' ALUY. TO BE PAINTED OR pUTEp. � C
Ede St. T TYPICAL µCHDRS w PAIRS 9e OISI. 2 YErµ SfRUCNRES: (,
9 YP•) E ELEV. FOR SPAm'G TYRCN. ANCH➢R6 IN PAIRS A) STEEL : FY . JB KSI MIN. z m
(STEEL tZ Gt MIN TNICX . 0.103') J
SEE' IDa ��NO e) rtuuwuu : BDBJ-TS
(ALUM. 0.0Je• MIN. TNIGK) ?y
E { iES FOR SPACING) 2BY voaE BuvY Subatrvle ar t ca m Woof SM t ./ (SG) MWII-DADE COLNIY
(MN ) Specific ly' .SS min. (Typ.) SEEP SEP m NOA ' S
_
T/16•-LANINAtED GLASS
z9 1 IrT o
NOTES: 1) REFER TO I NEST 2 OF I
GLAZING
FOR CNG OPTIONS AND DP CHARTS. dge isl. W'
2) REFER To
SHEET 6 OF 14
FOR HORIZONTAL CROSS-SECTION. DETAILS. (� w
3) REFER TO SHEET 2 OF 14 WOOD THEM BUCKS -1
METAL SIRU-- NOT BY IAWSON UID.
— FOR AM. ANCHOR SPACINGS. I MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND(/]
MUST
TO THE BUItDWG STRUCTURE
TYPICAL ANCHOR SEE ELEV. AT SHEET B FOR SPACING m a
jR4
N
K�
NN
n
I/Ifi' a. 1/B'
� IZiI
N
SILL RI6ER
ADHERED i0 SILL
WRN SILICONE
�N
_
w
FULL LENGTH OF UNR
ANCHOR 'TYPE
CHART IN CONC. or MASONRY
min.
MDR OPTIONS
HPAD-811f.
JAMO
¢mbEmvn
8dra OIvL fbgvrpl.
ELCO ULIRACON
1/{•
1/1'
1 3/{•
1' 2.B3 Ku
BURDEN
1/{'
-
1 J/{'
{• J.2 N4
BUILDEX
-
/16'
1 J/{'
ANCHOR TYPE
CHART
IN
2)( ROOD
BUCK min.
ANCUOR OMBNS
OML
3 rope
ELCO ULiRAC➢N
I/.•
1/�•
1 I/{'
I'
SS SG
BURDE%
1/4'
1/{'
1 1/{'
R Fg E'i
raoDucrRcvlsee = V � "a �
�PULR W W 1y = Y A
s B
1 /l' BRn I Fl F% FOR IN G SCREWS
' INTO METAL STRUCTURES
STEEL: 12 GA. MIN. (Fr - 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.)
m 9
.4 b
q
% u
m
i
y 1 (S/ITEEL IN CONTACT WITH ALUMINUM TO BE PLATED DR PAINTED)
,�Jlr.b �I3 JJA
"\t m ; APPROVED MUONS (NO SHIM SPACE)
TWIC,L D.
••� ALL S�.
DILLISTAN E
INTO CONCRETE AND MASONRY a 1' .IN. (ELCOBUIULTRACON)
' • A (1/4') INFO CONCRETE AND MASONRY 4' MIN. (11W LE.,
.ZO �„
y 4
. l:! N O OS' II
u IM
(3/167 INTO CONCRETE AND MASONRY - 3' MIN. (ITW BUILDE%)
yyj
9
" Q; �•
TAPCON ar' APPROVED EDL BFOR MID WOOD OOD STRUCTURE 1' MIN.
UA
I J/{• NIN
,
l . N
ENBEO INTO 22 KFI CD— P 6•� INTO TAI YESTRUCTURE 3/4' MIN.
OR
10H CNERS NAISEE ELEVATION AT SHEET SEAT ANTS:
�i�/y�
OF 1{ 'DR SPACG'4
AN IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
„......
ArrJlJlllfet PAYAY 7C
EY. FORSPACNG SEALED WITH WHITE/ALUMINUM COLORED SEALANT.
TYPICAL ANCHDRS W PAIRS
SEE ELEV, FOR SPACWO
1/4" MAX.
SHIM
sn
ET.)
(uY, MET.)
YW A, ANCHOR6 W PAIRS
TE ELEV. FOR SPACING
rI @
2BY
- MAX.
IHIM
9
META SMUCrURE ATTACHMENT DET N
NOTE:
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
2. METAL STRUCTURES:
A STEEL : Z ]6 KSI MIN.
( EL 12 CA YIN. THICK - 0.1057
• B) ALUNINULI 6067-T5 YIN.
(ALUM. 0.076- YIN. THICK)
NOTES: 1) REFER TO SHEET 2 OF 14
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEET J OF 14
FOR VERTICAL CROSS-SECTION DETAILS.
_ WIDTH
J) REFER TO SHEET ] OF 14
FOR TYPICAL ANCHORS AND NOTES. '
4) REFER TO SHEET 2 OF 14
OFOR
MAX, ANCHOR SPACINGS.
1/4- SHIM
OPG.
MAX.
)
--_
--
ti.
6
10
.R.--
NW. EYBCU.)—)"111
• NOT MOB. ON
M X6/6
SEE CHWf ON.SHEET 2 OF 14
2D 2T — XO EXTERIOR
(Shown) DOOR WIDTH
2D/2T — OX (Reversed)
/4ODEICEY2Y®
YY•pplyMMHEiOiNY
Egetl{�0•nj
196 1/4" MAX.
13" MAX. TYP.
DOOR WIDTH CLU6IER OF
93
AT HEAD/SILL
♦ ANCNofls 6" MA%. TYP,
AT STILE ENDS
iH CORNERS
I
`HEAD/SILL
II
p
I
0
OXXO
7/16' WERALL LAM. EAASS
Cl
1
p
i
'
2
�n4
APPROVED CONFIGURATIONS
(FOR PANEL STACK CONFIGURATIONS SEE SHEEP 1.)AS
LIANEL
A.IDTH
RE00.
3/16' HEAT STREN'D GLASS
O
.090 PYB iN1ERUYDiT.00 61cF
K=WZm3/16'
REAT STREN'D GLASS
llUCONE
-YOREHEADS)JIDowDRNiNc
.1)
REFER TO SHEETS 6 k 7 OF 14
69PANEL'
WIDTX
FOR TYPICAL CROSS-SECTION DETAILS.
TREYCO 6PEDTRIIM 2
4D
2) REFER
ETYTO SHEETS EEC FOR XORS AND NOTES.
4 DOOR
- TWO TRACK
"oxxo"
rYPICAFLEVATIQN
LAMINATED GLASS
I I
TESTED UNIT
LARGE MISSILE IMPACT
- ACC
TYP
. 'R'
DOORS GLAZED WITH
LAMINATED GLASSRATED FOR
DESIGN LOAD CAPACITY - PSF
FARCE MISSILE IUPACT AND REQUIRE NO SHUTTERS.
"
GLASS TYPES
'A' OR 'B'
BULB NNn 17
PANEL WIDTH
DOOR HDGHT
STANDARD SILL
2-1/4" RISER
3" RISER
3/IB" HEAT STREWD GLASS
090 tMTERLAYER
NOMINAL
R./IN.
�•/iEI
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
IBOBOd'I11V�
F
SentryGa)a 6Y:
Ku IAc
2/0
40.7
60.0
56.7
60.0
60U
60.0
IayA1W1•m-mm.
•
3/1 - Har
3/Ifi' HEAT SRIEN'D GLASS
3/0
40.7
60.0
56.7
60.0
60.0
60.0
H4 17 T212_.OS
"i
2
eyyMy.olu
SONNEEE ORME/A 5731
3/6
6/8
40.7
60.0
56.7
60.0
60.0
60.0
ly �A
nTRDMCORWECTRUY
2
4/0
40.7
60.0
56.7
60.0
60.0
60.0
�'�' O"'M�
4D
4/6
40.7
60.0
56.7
60.0
60.0
60,0
��
4/11
40.7
60.0
56.7
60.0
60.0
60.0
.
2/6
3/0
40.7
60.0
56.7
60.0
60.D
60.0
PANEL MAX. D.LO.: y
3/0 X 6/S 32-3/4" X 74-3/4" all
'A'
6/0
40.7
60.0
56.7
60.0
60.0
60,0
4/0 X 6/8 44-3/4" X 74-3/4"
CLASS TYPE
3/6
40.7
60.0
56.7
60.0
60.0
60.0
4/11 X 6/6=55-3/4' X 74-3/4"
GLAZING DFTAI S
a/0
40.7
60.0
56.7
60.0
60.0
60.0
3/0 X S/0 = 32-3/4" X 90-3/4" °
4/0 X 6/0 44-3/4" X 90-3/4"
Yitlf'J■
I
-
IYP ANCHORS
INPARINRS
_ SEC El£/, FOR SPACING SEE 0" M'CNORS M PAWS 1YPXwL ANCHORS W P.NNS METAL
1' Min. SEE ELEV. FOR SPNONG SEC EIEY. MR SF—. STRICTURE
^_
_ WO Edge Dis .
. WOOD axK
c
^
(uyaat!ii®.) 9/1.6' 2'MIN. s
a/s•
..TYP.' h,
O p
• L
oa "Q
cad
.. -._," t alel' T aro cTrn1A . ATTACNNEM DEI'AnR
i o
1. A
1. ALL TREEL W cdurAn wIM
IS , H ALUM. TO BE PAINTED OR RATED.
IB 3 4` Min. t YETAL SINLCNRI3:
AZ \ 1 Min. TTPOU. ANCHORS :N PA05 dge Dial. - A7'.: Fr . a6 KSI YPL
c
m 1 n 2
a
CD
O
f
(Y�,.J6�m.7 2^ lniw
Edge Dist. Typ.) EE ELLV. MR SPACING TYT` F ANCHORS IN PAWS ( u cAL uw. IxCK . mos-) Z y
SFE EMU. MR SPACING B) AWYMUY : DO63-T5
ZJ `
2BY Wwd Bu4 Su6vlrvly a ,` mW
Wmd SI Awe ./ (SG) YIAIQ-m0E CWNfY E/�1. U
(Nili. aED.) w6ry c ay- 35 —. (T,.) A �ARn�TE� xDA
L- O z
_f
Tns•-LANTNATED cuu
3 4' Msn.
NOTES: 1) REFER TO SHEEP TI OF 14 N
FOR GLAZING OPTIONS AND DP CHARTS. dge i J ; CO
2) REFER TO SHEET X OF 14 `(I
FOR HORIZONTAL CROSS-SECTION DETAILS. WOOD 8UCXS AND METAL STRUCTURES NOT BY LAWSON IN
3) REFER TO SHEEP B OF 14 MUST SUPPORT LOADS IMPOSED BY GIAZINC SYSTEM AND ry
FOR MAX. ANCHOR SPACINGS. TRANSFER THEM TO THE BUILDING STRUCNRE.
TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING .. X M •,
w rcm
�N
4
W N i7 N
SIM RSE 1/8'
SILL R �w
ADHERED WITH
CLEAR SIUCONE
FULL LENCM N
Of UNT UT
4LL i I I I
AIOOUCTEIRVR
�P44 W W
AaASFMLw N417•
la�IFYMAOm _
III 1/4' ORI F FX S F DRI TIN. SCREWS
I INTO METAL STRUCTURES
I I STEEL : 12 GA MIN. (Fy - 36 KSI MIN.)
JO I ALUMINUM : 1/8' THK. MIN. (6063-TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p7
new INT�PROVED MUMIONS (NO SHIM SPACE) is
is
--A N W 22121 "STAN a?�G :
(1/" INTO CONCRETE AND MASONRY . 1' MIN. (ELCO ULTRACON)
w t' (1/4) INTO CONCRETE AND MASONRY . 4' MIN. (OW BUILDEf) z�
4XEEP NOTCH. •� AT EACH ENO (3/167 INTO CONCRETE AND MASONRY . 3' MIN. (ITW BUILDEX) �'q5
TAPCON w APPROVED EQUAL BY FIR miCAI ANCHORS INTO WOOD STRUCTURE . 1' MIN.
1 3—MIN. EMBED Ni0 3E XSI Cox. 6 6• 12 PER CLIP I. METAL STRUCTURE . 3/4' MIN. LI
1 CORNERS L SEE ELEVATION AT SHEET SEALANTS
' 14 FOR MAX. 3PACNG
AN.— FRRPiOi o" SCALED WITH AHITE/ALUE AND VENT MI UM COLORES AND DSOEALANT.REWS AT SILL
ANCHOR TYPE
CHART IN GONG.
or ]MASONRY
min.
�ICMCKOR OPTIONS
HEAD-s1M JAMB
fim6AameA
-- -, Govcrele
ELCO ULTRACON
1/4• 1/4'
1 ]/4'
1' 295 Kvi
ANCHOR TYPE
CHART IN
2X ROOD
RUCK min.
ANCHOR OPTIONS
HEAD-8N. 1AI01
Bmbedmev
Edte plvL 2K IF—
ELCO ULiRACON
t/a' 1/4'
1 1/a•
.SS SG
M..
i
1/A• 1/••
1 1/4'
.65 SO
SMS. (Into X)
/12 11121
1/4'
1• .55 SG
O
a b a°•5`
r-
'
If SEE NOTE /].
r t3
A3
I
T
FC3
1f
a � 4• a-8`
�
�
•o •o P' m o
i 4• •o wI o
�
m
0 %X r XX-RP ar LP-%X RP-%X-LP
m�
r o
�
•
or
�• b -0 b a°-
�
a• p. p. '1yt'1`
I110 ,p ,p ,p LPOCKR WALL
o
�I SEE NOTE I]
( P'
1r XX% - RP-XXX or LP-X
x
r,
c•
a-
a•
o•
•o
•o
•o
•o
a•
o•
•o
'o
189 3/4 TEST DOOR WIDTH W/ SINGLE POCKET
& NON -POCKET MAX. WIDTH 191 1/4" .�.
1/4" MAX. TYP.CLUSTER OF
AT HEAD/SILL AT 61 E ENDS _ 6' MAX. TYP. POCKET WAIL
EAD/SILL CORNERS gip' NOTE /]. m c S +
o sae p o E
T
o
Y
�
48 3/4" MAX.
�l
PANEL WIDTH
-
PANEL MAX. D.L.O.:
3/0 X 6/8 = 31
XX%% ar RP-%X%X or LP-XXXX or RP-XXX%-LP 4/0 X 6/6 v 43-1/2 X 74-1/4"
APPROVED CONFIGURATION 3/0 X 8/0 31-1/2" X 90-1/,4"
WITH & WITHOUT POCKETS 4/0 X 8/0 43-1/2" X 90-1/4"
(FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.)
BULB N 11
BULB VOM. I7
]/18- NEAT S EN'O GLASS r 090
PVB Mterluyc
3/16' NEAT SRtQI'O GLASS
Saflas CP-S911es 6 SoOcA HP
CKemicol Ca.
090 PVB WTERIAYER
wEcatmon
irosUt PJB or
Tms1191 PYB {,1
- Nuraray Amc Inc. C
m
(•) S-LIGiPas fiy.
Kumrn7 America Mc.
J/18' HEAT STgEN'0 CIA55
f
J/18- NETT BIRENb Gl/55
DM CO
OOW CORNING 899 '
N V
I I
U
n
+c
I (
DSWOGNE
Ofv CORNING 899
AG
CG86
TYPE.
•A'
GL ZING D TAI c
j E
i%
is r
mii
o
!
� o
8
8
1
E2
I
F7
a9�
D
I' o
. =
9 �
(� 3
0 F
Ids
I
I
I
0
C
o
o
s
7/ts• wERul uu. cuss
Rcxc
a
I i a a
o
z
a
M.¢
o
o <
II m
{
x
o x
o
u x
•��¢
>
O
i
e I
43 1/2" MAX.
D.L. OPG: 49 1/8- MAX1) REFER TO SHEETS 9, 10 Ar 11 OF 14
g
t
FOR TYPICAL CROSS-SECTION DETAILS.
PANEL WIDTH 2) REFER TO SHEETS 9 OF 14
0 li
m
TE
4 DOOR - THR FOR TYPICAL ANCHORS AND NOS.
F TRA K 3) FOR PDCKET WALLS SEE GENERAL NOTES
4
"XXX" TYPICA I FVATIO ]15 h 16 AT SHEET 1 OF 14.
X
TESTED UNIT
g L
jg
DOORS GLAZED WITH LAMINATED GVSS RATED FOR
pp-.y
IARCE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
e
CAPACM - PEP (2 1/4' SILL) OP CAPALTIY - PSF (8' LAMINATED GLASS
o
a
EE
E E
j
OP
NOMINAL ODOR SIZES
VAOTH HEIGHT
0
Fr./W. R./W,
EXT. (+) INT. (-)
EXT. (+) LINT. (-)
EXT. (+) WT. (-) EXT. (+) ENT(-)
8/0 (2DR)
(W/ I STEEL.)
8/0
55.7
6B.0
56.7
68.0
68.0
68.0 68.0
68.0
8/0 (2DR)
(w/ 2 STEEL)
8/0
56.7
68.0
58.7
68.0
68.0
68.0 (r)68.D
(•)68.0
12/0 (3DR)
(W/ I STE0.)
8/0
56.7
68.0
56.7
68.0
-
- 6B.0
GB.O
12/0 (JDR)
B/O
56.7
5B.0
55.7
68.0
68.D
68.0 (•)68.0
)68.0
(1
16/0 (40R)
(W/ ,STEEL)
8/0.
533
60A
53.3
60.0
60.0
60.0 60.0
60.0
16/0 (SDR)
8/0
53.3
68.0
53.3
68.0
68.0
68.0 6B.0
68.0
LASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' CLLSS TYPE 'B' L LARGE MISSILE IMPACT I I it el n
( I 2ar/3ar DOORS MEET +76., & -78.0 DP K/ 'D,wl 0.090• SOP tm innte
0
J
I
I' Min. I/ TAPCON w APPROVED EQUAL BY EW TYPIFAI ANCHORS W PARS YEML
V/ 1 D/4• KIN EMBED IMO 02 Ksi Cwc. SEE EIEV. iRS S P_
Edge Di91. SEC ELLV. FOR $P.Y]NG IYPIGL ANCHORS IN PAD6 STRUCTURE
B s• FaO CORNERS t SEE ELEVATION AT N M
SHECT 8 U• IA FCR MAIL SPACING. c
]9 I
.LJ •
(YIN. Dram.) In
r • 4 • a I a/4m. .\ y n m
(M4L BEI ' 4 v I
0 DO
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t "
z � ! �
1 BY P.T. C
I I V®0 BUCK N W Z aN
LIRTAI. STRUCTURR ATTA[KNTTT DF.TAIIR m a u N
IB I IB SEE ELLV. FOR SPCALIACING� NOID: CD Z I
Q' O• I I. Ill 61EEL IN CONTACT WRH � ,'Z O O
IS AWY. TO B[ PANTED OR F1AlE0. O N
2BY Mena B k Se *4 .
LLCAR SRICONE _ __u . 2 PETAL STRUCNRf3: Ea mm
B DDING COMPOUND / ISGI TYPKNL ANCHORS IN PARS A) STEEL : Fy . ]' N9 YIN. .i
A3 0 w Sp T.
Om y..5] 1. SEE E EV. MR
SPAC NG (STEE 1R G YIN THICK . O.tw )
0�') 8
7 ALUMINUM
L:_ :sow -IS YIN. .� N
I T I LA uY. o.O2e' MIN. TKKK) o
I I I I I I 4 NUMI-ONlE COUNTY 5 LEA
y I I I I q
SEE SEPAMITE N062nB•-LAKINAr¢D aess — —� 29
OWCTYCVWD I I NOTES: 1) REFER TO SHEET B OF ldmmab Ell Z D 4CO
°• LC I I I I I FOR GLAZING OPTIONS AND DP CHARTS. \ , I 2 i
0 I 2) REFER TO SHEETS 10 k 11 OF 14 WOOD BUCKS ANO METAL STRUCIURE6 NIT 11 —1 MO. < Ll •?E
FOR HORIZONTAL CROSS-SECTION DETAILS. _ $ E%
]) REFER TO SHEET B OF 14 .1 SUPPORT LOADS INPOSED BY GLA = SYSTEM AND DO
I14 FOR MAIL. ANCHOR SPACINGS.I TRM'GPEN THEY TO THE BUILDING STRUCTURE.
uj IOf TYPICAL ANCHORS• SEE ELEV. AT SHEET B FOR SPACING .. ...
I
I
I
I
I
I
I
I
I
(D
..•I tWN. J�iiBm:j r 4,. B.
ttMIGL AN-. IN
SFE ELEV. FO AGIC
InInIn
z j
I/B' SILL RISER
FAN j
pADHED WITH
5 M`AR SILICONE
FULL LENGTH1.
OF UNIT SILL IA
2 U II
I,
u A
-CON APPRGVEB EOLWL BY EDR 1YRGL
/4• MIN ENDED INTO U PIP Cont. B 6• 2 PER
ORNERS \ SEE ELEVATTDN AT SHEET
FOR NAM. SPACIN4
• 1/4' pRl F FK c IILUNG SCR
I INTO METAL STRUCTURES
O• I STEEL : 12 GA. MIN. (Fy . ZG KSI MIN.)
ALUMINUM : 1/8' THY. MIN. (606]-T5 MIN.)
(STEEL
IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
INTO APPROVED MULLIONS (NO SHIM SPACE)
TYPICAL DISTANCE
(1/4') INTO CONCRETE AND MASONRY . 1' MIN. (ELCO ULTRACON)
(1/4' INTO CONCRETE AND MASONRY • 4' MIN. (IFN BUIL.DEK)
(3/16") INTO CONCRETE AND MASONRY . ]' YIN, (ITN SUILDEX)
INTO WOOD STRUCTURE 1' MIN.
IMO METAL STRUCTURE _ 3/4- MIN.
SEALANTS:
FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
SEALED WITH WHITE/ALUMINUM COLORED SEALANT.
rr0�
BUCKS NOT By LAVSGN INR
SUSTAIN IMPOSED LOADS
3D/3T —
'UV-HS- LAYIWITED —S
1/4. OAP,
MAX.
EN
-- lsc�b U
➢
SCREDOW PANCL
WPTIONM.) O EXTERIOR
UCOR VIDTN (96.1
2D/2T — XX
`1 • o � S
0 q
_ 0
ate^ o o
Ell % Y F14PNL-BOAS. V/ D 2T rr q m
1 1/4• NRL EMBER INTO 2x Z STEEL BARS REOD. ON
P.T. VODO BUCK (SEE SHEET E9 SRES AS LISTED IN DP
FOR FASTENER NOTES AN CHART W/ PRESSURES m 3 n E.O C
ELEVATION
LEV —E AT SHEET 1 8 FOI S10WN ON SHEET D OF 14 ! Ex FOR FASTENER SHEET I
a z �
T. L G o
a
1 < Dc 1
= Q o
N—KGD. p
SZES AS USTED IN DP p
...... %''• • CHART IN PRESSVRES p
.. ,.�.i�-f;' SHOWN ON SHEET 9 OF 14 ? Op i
I �
NOTES: 1) REFER TI OF 14
FOR GLAZING
O 0.I
W21NG OPTIONS AND DP CHARTS. Go
2) REFER TO SHEET 9 OF 14
FOR VERTICAL CROSS-SECTION DETAILS. yy
O) REFER TO SHEET 9 OF 14 ' C [■ \
FOR TYPICAL ANCHORS 04D NOTES, Q
4) REFER TO SHEET 8 OF 14
FOR MAX. ANCHOR SPACINGS.
4 �emnlcY�¢r� r $ R
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A=N%1�� 4 e 3 6 8
• E12 % 2' FH/PHI: SfIS V/ 6EyHEllr Me �Iw1L a y� F u
/ P.T VDOONCUUCCIBE EMBED,
INTO E9 Ai<�aWa i0 i 8 Z i
M FASTEKER NOTES AND ¢ Y 1
IT PA"E AT SHEET • B FOR E 1
FOR FASTENER SPACIN
d .,.
IL
�•., x GO
F
A
0
DE-NOSHIM
SHEET . OF 1. 10, NAN. SPACING. CLEAR SILICONE ACHESIVE MEL BARS NEOO.
PNESS O .O
11
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r—
i=Ei
O
ISHIM I
I ' I 1Y .. 'IY'IJQIURE ATTACHMENTDETAff
1. ALL STEEL IN CONTACT MH
ALUML To BE PAWED OR PLATED.
412 % 1 D/4• rJ PNL SMS —
/ 1 1/4• MIN EMBED. INTO
2% P.T. VOOD B K
( SEE OPTIONAL INSTALLATION
DETAILS AT SKEET 12 OF 14 1
I
NOTES: 1) REFER TO SHEET a OF 14
FOR GLAZING OPTIONS AND OP CHARTS.
Z) 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.
h
C
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FOR POCKET WALLS
SEE GENERAL NOTES
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SGD-9200 HILL OF MATERIALS — 2 & 3 TRACK FRAME
E ITEM /
PART /
QTY.
DESCRIPTION
REMARKS j
1
L-9211
1
2 TRACK FRAME HEAD
6063-TS ALUMINUM
1.2
L-9211
I
2 TRACK FRAME HEAD (Multl-Slide)
6063-T6 ALUMINUM j
2
L-9206
1
2 TRACK FRAME SILL
6063-T5 ALUMINUM
3
L-9212
2
2 TRACK FRAME JAMB
6063-T5 ALUMINUM j
4
L-9204
1 X PANEL
PANEL TOP RAIL
6063-T5 ALUMINUM
5
L-9205
1 X PANEL
PANEL' BOTTOM RAIL
6063-T5 ALUMINUM j
6
L-9201
1
PANEL LOCK STILE
6063-76 ALUMINUM j
7
1 •L-9202
1
PANEL INTERIOR INTERLOCK
6063-T6 ALUMINUM j
e
L-9203
1
PANEL EXTERIOR INTERLOCK
6063-TG ALUMINUM j
9
L-9207
1
PANEL ASTRAGAL
6063-TG ALUMINUM j
10
L-9209
AS REO'D.
ALUMINUM GLAZING BEAD
6063-TS ALUMINUM I
II
L-9214
I
3 TRACK FRAME HEAD
6063-T6 ALUMINUM
R
L-9208
I
3 TRACK FRAME SILL
6063-T5 ALUMINUM j
13
L-9213
2
3 TRACK FRAME JAMB
6063-75 ALUMINUM j
14
PVS-Ol6
AS REO'D.
BOTTOM RAIL WTST
ULTRAFAB ROB67570Kj
15
PVS-009
AS REO'D.
PANEL TOP RAIL WTS'P
.I87'x.310- (7830-6001-1)
16
PVS-003
I AS REO'D.
FIN SEAL WEATHERSTRIP
.I87'x.210- (7820-6001-,9). '
17
VVS-004
AS REO'D.
BULB VINYL (FPVC)
1/4. O.B.
18
L-9016
2
SELF ADHESIVE PILE PAD
13/16' X 1 1/2' j
19
HC-046
2
MVG. PANEL TANDEM ROLLER
2 X EA. MVG. BOT. RAIL
20
FS-003
2
ROLLER ATTACHMENT SCREW
RB X 1/2' F.H./PHIL
21
AR-008
2X PANEL
PANEL 'C' TRACK CLIP
6063-16 ALUMINUM
22
FS-042
AS REOD.
'C' TRACK ATTACHMENT SCREW
#10 X V SMS FH./PHIL,.
23
L-9018
1 X ANCHOR
FIXED PANEL JAMB CLIP
6063-T5 ALUMINUM j
24
FS-011
1 X CLIP
FIXED PANEL CLIP SCREW
R10 X 5/8' PH/PHIL.
25
AR-020
I
INTERLOCK STEEL REINFORCEMENT
1/2' X 1 1/4' (36 KSI)
26
AR-021
ASTRAGAL STEEL REINFORCEMENT
1/2' X 11/2- (36 KSI)
27 "
AR-024
INTERLOCK STEEL REINFORCEMENT
3/8' X 1' C36 KSD j
28
MC-047
1
MORTISE LOCK HARDWARE
W/ HANDLES A KEEPER
29
•
1 x PaneL
7/16' Laninvted H.S. Glass
See Glazing DetaRs j
30
L-9022
•
ASTRAGAL PANEL SILL CLIP
6063-T5 ALUMINUM j
31
L-9215
1
POCKET JAMB HOOK
6C63-T6 ALUMINUM
32
SM-5731
x
NEUTRAL CURE SILICONE
Schnee -Morehead 5731
33
DC-899
AS RED'D.
NEUTRAL CURE SILICONE
DO. Corning 899
34
NEUTRAL CURE SILICONE
Trenco Spectren 2
35
HC-045
2
NYLON PLUG ( .480' HOLE )
RIGID PVC
36
HC-043
2X PANEL
NYLON TOP GUIDE
RIGID PVC
37
FS-005
AS RED'D.
FRAME ASSEMBLY SCREWS
RB X 1/2' P.H. PHILLIPS
38
FS-013
AS REO'D.
PANEL ASSEMBLY SCREWS
RIO X I' PH. PHILLIPS
39
FS-D14
AS REDD.
INSTALLATION SCREWS
R12 X 1 3/4' FH./PHIL.
40
PL 75.6020
AS REO'D.
GLAZING SETTING BLOCK
SOFT PVC 1/8' x 1/8' x 2'L.
41
-
SCREEN PANEL
42
SM-5504
AS REO'D.
JOINT SEALANT
Schnee-MDrehead 5504
03
PERIMETER CAULKING
OSI POLYSEAMSEAL
44
l
PRODUCT LABEL
INTERIOR
1 3/4- MIN.
EMBED.
RO
11. OR ANCHOR TYPES SEE
NOTES AT SHEETS 3, 6, do 9. S
2. FOR POCKET WALLS SEE GENERAL
NOTES 115 4 16 AT SHEET 1 OF 14.
TYPICAL ANCHORS
AT 8' O.C.
SEE ELEV.
FOR SPACING
�O
i � 111�i--I-I,LnIF1
U
EXTERIOR USIm
TYPICAL ANCHORS 'r� D QM
.� >✓` e ' S AT 8'. O.C. ..'�
SEE ELEV.
FOR SPACING ti
1/4• MAX.
SHIM
1 3/4' MIN.
EMBED.
POCKET DOOR HOOK
ATTACHMENT DETAILS
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LA W O v Y DIEM, FLORIOA 73I6fi
T J PH No. (305) 696-8560
MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.)
EXMUSION DETAUS k FRAME AND PANEL CORNER ASSEMBLY DETAILS
N
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A Y lr,J ®1 \/ 6501 N.W. 90 ST.
/ C NEOLEY, FLORIDA 33166
PH No. (305) 696-6560
MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS
.a a rn 2ot0 rec
• 2014 i6C
2ot� T6c
"'�"mmnn2
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SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.)
EXTRUSION DETAILS, REINFORCEMENTS k FRAME CORNER ASSEMBLY DETAILS
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