HomeMy WebLinkAboutPRODUCT APPROVAL (2)4/2/2018 Florida Building Code Online
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Product Approval Menu > Product or Application Search > A ligation List > Application Detail
• FL # I FL5891-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived I
1 Ct
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance RepreE
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Y
Validated By
I Therma-Tru Corporation
i
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbldgconsultants.com
Rick Wright
rickw@rwbldgconsultants.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
who developed the Lyndon Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
on Date 12/31/2021
Ryan J. King, P.E.
0 Validation Checklist - Hardcopy Received
Certificate of Independencei FL5891 R6 COI (a) Certificate of Indeoendence.qddf
Referenced Standard and YI ar (of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
ASTM E331 2000
iTAS 202 1994
Equivalence of Product Standards
Certified By
i
I
Sections from the Code •
i
https://www.floridabuilding.org/pr/pr app_dtl.asp I?param=wGEVXQwtDquw6mPIZhp%2fndReOWkL6oisulUpEoKUpgMp/o3d ,
1/3
N LLB E. STOFFi ARCHITECT% FJL
7WROVED
AR#0011105
❑ REVISE & RESUBMIT
® APPROVED A' 'CORRECTED 0 REJECTED
This review is only for general conformance with the design concept of the
project and general compliance with the information given in the contact
documents. Corrections or comments made on the shop drawings during
this review do not relieve the contractor from compliance with the require -
me, its of the plans and specifications. Approval of a specific item shall not
indudle approval of an assembly of which the item is a component. Corr
traetor is responsible for. Dimensions to be confirmed and correlated at the
job site; Inf=afion that pertains solely to the fabrication
seesorto
the means, methods, techniques, sequences and procedures
construe -
ton: coordination of the work of all other trades: and for performing all work
in a safe and satisfactory manner.
DATE: 4.)15 BY:
4/2/2018
Florida Building Code Online
BCIS Home I Log In I. User Registration II Hot Topics Submit Surcharge I Stats & Facts I Publications Ii FBC Staff I, BCIS Site Map I Links I Search
'Product Approval
:USER: Public User
�� Product Anoroval Menu > Product or Apollcation Search > Aonllcatlon Llst > Application Detail
FL # FL5891-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Repre:
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract E
Validated By
%
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
(419)298-1740
rickw@rwbidgconsultants.com
Rick Wright
rickw@rwbldgconsultants.com
Exterior Doors
Swinging Exterior Door Assemblies
i
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
01 Evaluation Report - Hardcopy Received
Tie who developed the Lyndon Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
ration Date 12/31/2021
Ryan J. King, P.E.
!1J Validation Checklist - Hardcopy Received
Certificate of Independence i FL5891 R6 COI (a) Certificate of Independence.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
Equivalence of Product
Certified By
Sections from the Code
File Copy
https://www.floridabuilding.org/prlpr app_dU.aspx?parain=wGEVXQwtDquw6mPlZhp%2fndReOWkL6o!sulUpEoKUpgM%3d 1/3
(
4/2/2018
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Building Code Online
Method 1 Option D
10/17/2017
10/17/2017
10/22/2017
12/12/2017
FL # Model, (Number or Name Description
5891.1 a. "Fibklassic" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
OutswingConfiguration
Limits of Use Installation Instructions
Approved for use in HVHZ: No I FL5891 R6 II (a) Inst 5891.1.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes + Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 5891.1 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.1.p,df
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions. (For Fibeklassic doors, this product
approval requires the use of "P' part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.2
b. "Smoi
thStar"
6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use
I
Installation Instructions
Approved for use in HVHZ: No
FL5891 R6 II (a) Inst 5891.2.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant, Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 5891.2 for Design Pressure Ratings by
FL5891 R6 AE (a) Eval 5891.2.pdf
specific Model and for any other additional use limitations and
Created by Independent Third Party: Yes
installation instructions. (For SmoothStar doors, this product
approval requires the use of "]" part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.3 c. "ClassicCraft" 6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5891 R6 TI (a) Inst 5891.3.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 5891.3 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.3.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
5891.4 I d. "FlberClasslc" 18'0 "Impact"
Configuration gueFiberglass Single Door (X) Inswing or
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5891 R6 II (a) Ins_ 5891.4.pdf,
Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A i Evaluation Reports
Other: See INST 5891.4 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.4.12df
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions. (For FiberClassic doors, this product
approval requires the use of'7" part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.5 e. "Smooi h5tar" 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use In HVHZ: No li FL5891 R6 II (a)_ Inst 5891.S.p
Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 5891.5 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.5.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
Installation instructions. (For SmoothStar doors, this product
4/2/2018
i
Florida Building Code Online
approval requires the use of "]" p rt numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.6
f. "Clasiiccraft"
8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL5891 R6 II (a) InstInst 5891.6.Ddf
Approved for use outside HV
Z: Yes
Verified By: Lyndon Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 5891.6 for Design
Pressure Ratings by
FL5891 R6 AE (a) Eval 5891.6.E
specific Model and for any other additional
use limitations and
Created by Independent Third Party: Yes
installation instructions.
Back F.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824.
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Under Florida law, email addresses are publlc records. If you do not want your e-mail address released In response to a public -records request, do not send electronic.
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address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S.,
please click ere .
Product Approval Accepts:
N
3/3
MlAMM HL01I DADS COUNTY, FLORIDA
a PRODUCT CONTROL SECTION
I
DEPARTMENT OF REGULATORY AND ECONOIVIIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (7W 315-2599
NOTICE OF ACCEPTANCE I(NOA) www.miamidade.gov/economy
Lawson Industries, Inc.
8501 NW 90' Street
Medley, FL 33166
SCOPE: I
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami —Dade County RER Product Control Section to
be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Section (In Miami —Dade County) and/ ar 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 A14J 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 Miammi—Dade County Product Control Section that this product or material fails
to meet the requirements of the applicabllI 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 Zoiie.
DESCRIPTION: Series "La Porte" 8' I0" Outswing Glazed Aluminum French Doors — L.M.I.
APPROVAL DOCUMENT: Drawing No. FD 2003 Rev G, titled "La Porte —Impact French Out —Swing Door",
sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed
and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with
the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section.
IMR MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant
Limitations:
1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3.
2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated
laminated glass make-up).
3. Applicable door egress requirement to be reviewed by Building official
I
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and
following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur, after the expiration date or if there has been a revision or change in the
materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #14-0908.07 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E--4, as well
as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
NOA No. 17-1212.09
Expiration Date: June 05, 2018
Approval :Date: February 01, 2018„
Page 1
AW03 79 AF=011105
�fAPPROVED ® REVISE & RESUBMIT
® APPROVEDA'&CORRECTED ® REJECTED
This review is only for general conformance with the design concept of the
project and general compliance with the information given in the contract
dccumen►s. Corrections or comments made on the shop drawings during
this review do not relieve the contractor from compliance with the regWre-
mt,?s of the plans and specifications. Approval of a specific item shall not
incVja approval of an assembly of which the item is a component. Con-
tracior is osponsible f1r. Dimensions to be co*med and correlated at the
job site; Information that pertains solely to the fabrication processes or to
the means, methods, taehniques, sequences and procedures of construe-
tion: coordination of the work of all other trades: and for performing all work
in a safe andsatisfactorymanner.
(-40l 5 BY:
MIAM11DrADE
DEPARTMENT OF REGULATORY AND EC
BOARD AND CODE ADivHNISTRATION DI'
NOTICE OF ACCEPTANCE
Lawson Industries, Inc.
8501 NW 90a' Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applic
documentation submitted has been review
be used in Miami -Dade County and other
This NOA shall not be valid after the i
Section (In Miami -Dada County) and/ o:
have this product or material tested for qi.
accepted_ manner, the manufacturer will :
modify, or suspend the use of such produ
this acceptance, if it is determined by Mia
to meet the requirements of the applicable
This product is approved as described hE
including the High Velocity Hurricane Zoj
DESCRIPTION: Series "LaPorte" 8'-
APPROVAL DOCUMENT: Drawing r
sheets 01 through 06 of 06, prepared by f
and sealed by Thomas J. Sotos, P. E., bear
the Notice of Acceptance number and Exp
MISSILE IMPACT RATING: Large i
Limitations:
1. See Design Pressure (DP) charts VS c
2. See glazing details in sheet 5. For the
laminated glass make-up).
3. Applicable door egress requirement tc
LABELING: Each unit shall bear a pern
following statement: "Miami -Dade Count,
RENEWAL of this NOA shall be consi
change in the applicable building code neg
TERMINATION of this NOA wilt occu
materials, use, and/ or manufacture of the I
for sales, advertising or any other purpo;
section of this NOA shall be cause for tern
ADVERTISEMENT: The NOA number
expiration date may be displayed in advei
done in its entirety.
INSPECTION: A copy of this entire NO,
shall be available for inspection at the job
This NOA revises NOA #14-0908.07 and
as approval document mentioned above.
The submitted documentation was reviewe
RESOURCES (RER)
MIAiIII-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street', Room 208
T (786) 315 2590 F (7W 315-2599
www.miamidade.gov/econml
Ne rules and regulations governing the use of construction materials. The
3 and accepted by Miami -Dade County RER Product Control Section to
reas where allowed by the Authority Having Jurisdiction (AHJ).
:piration date stated below. The Miami Dade County Product Control
the AHJ (in areas other than Miami --Dade County) reserve the right to
lity assurance purposes. If this product or material fails to perform in the
cur the expense of such testing and the AHJ may immediately revoke,
t or material within their jurisdiction. RER reserves the right to revoke
i-Dade County Product Control Section that this product or material fails
wilding code.
ein, and has been designed to comply with the Florida Building Code,
" Outswing Glazed Aluminum French Doors - L.M.I.
o. FD-2003 Rev G, titled "La Porte -Impact French Out -Swing Door",
e manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed
ag the Miami -Dade County Product Control Section Revision stamp with
ration date by the Miami -Dade County Product Control Section.
Small Missile Impact Resistant
sizes and glazing in sheet 2. See lock option VS DP in sheet 3.
ing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated
be reviewed by Building official
ment label with the manufacturer's name or logo, city, state, series, and
Product Control Approved", unless otherwise noted herein.
lered after a renewal application has been filed and there has been no
tively affecting the performance of this product.
after the expiration date or if there has been a revision or change in the
�oduct or process. Misuse of this NOA as an endorsement of any product,
,s shall automatically terminate this NOA. Failure to comply with any
nation and removal of NOA.
receded by the words Miami -Dade County, Florida, and followed by the
ising literature. If any portion of the NOA is displayed, then it shall be
shall be provided to the user by the manufacturer or its distributors and
at the request of the Building Official.
nsists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well
by Ishaq L Chanda, P. E.
NOA No.17-1212.09
Expiration Date: June 05, 2018
Approval Date: February 01, 2018
Page 1
Lawson Industries, Inc.
1. Evidence submitted in
A. DRAWINGS
1. Manufacturer's die dra;�
(Submitted under prey!
2. Drawing No. FD 2003,
06 of 06, prepared by 1
04/15/15, signed and se:
B. TESTS
I. Test reports on: 1) Large
2) Cyclic
along with marked -up dry
prepared by Hurricane Er
on 01/06/2011, signed ani
(Submitted under NOA P
2. Test reports on: 1) Unifo.
2) Large
3) Cyclic
along with marked up dr,
prepared by Hurricane
HETI-09 2645, HETI-
sealed by Candido F. Fon
(Submitted under NOA b
3. Test reports on: 1) Air In
2) Uni_foi
3) Water
4) Force(
along with marked -up do
prepared by, Hurricane I
HET144-1896 A, IIETI
all signed and sealed by R
(Submitted under NOA.A
4. Test reports on: 1) Tensile
along with marked -up drE
prepared by Hurricane B
HET142-T090, issued o
(Submitted under NOA A
1 *12 1to)-
files
s and sections.
NOA No.11-0202.03)
ed "La Porte -Impact French Out -Swing Door", sheets 01 through
manufacturer, dated 12/12/02 with the latest revision "G", dated
by Thomas J. Sotos, P. E.
Missile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
Lwings and installation diagram of aluminum Outswing French door,
gineering & Testing, Inc., Test Reports No. HETI 11 3201, issued
1 sealed by Candido F. Font, P. E.
Fo.11-0202.03)
m Static Air Pressure Test, per FBC, TAS 202-94
Missile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
Lwings and installation diagram of aluminum Outswing French door,
,ngineering & Testing, Inc., Test Reports No. HETI-09 2623,
)9 2624 and HETI-09-2646, issued on 10/22/2009, signed and
:, P. E.
0.10-0128.04)
filtration Test, per FBC, TAS 202-94
m Static Air Pressure Test, per FBC, TAS 202-94
Resistance Test, per FBC, TAS 202-94
. Entry Test, per FBC 2411 3.2.1 and TAS 202-94
wings and installation diagram of aluminum Outswing French door,
ngineering & Testing, Inc., Test Reports No.'s HETI-04-1897,
-04-1896 B and HETI44-1377, issued on 03/08/04 and 03/12/04,
afael E. Droz-Seda, P. E.
o. 04-0607.04)
Test, per FBC, ASTM E-8
I and installation diagram of aluminum Outswing French door,
igmeering & Testing, Inc., Test Reports No. HETI-02-TO95 and
i 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E.
v. 03-0219.01)
E-1
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.09
Expiration Date: June 05, 2018
Approval Date: February 01, 2018
Lawson Industries, Inc.
B. TESTS (CONTINUED)
5. Test reports on: 1) Air
2) Uni
3) Wa1
4) ' Larl
5) Cyc
6) Forc
along with marked -up c
prepared by Hurricane
HETI-02-1726, HET]
1763 and HETI-02-11
Seda, P. E.
(Submitted under NOA
C. CALCULATIONS
1. Anchor verification calc
manufacturer, dated 12
Thomas J. Sotos, P. E.
(Submitted under NOA
2. Glazing complies with
D. QUALITY ASSURANCE
1. Miami Dade Depar
filtration Test, per FBC, TAS 202-94
m Static Air Pressure Test, Loading per FBC TAS 202-94
Resistance Test, per FBC, TAS 202-94
Missile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
1 Entry Test, per FBC 2411 3.2.1, TAS 202-94
Lwings and installation diagram of aluminum Outswing French door,
igineering & Testing, Inc., Test Reports No.'s HETI-02-1253,
12-1728, HETI-02-1736, HETI-02-1742, HETI42-
5, issued on 01/14/2003'. all signed and sealed by Rafael E. Droz-
03-0219.0I)
s and structural analysis, complying with FBC, prepared by the
with the latest revised dated 07102/10, signed and sealed by
0-0128.04)
%I E1300 98/ 04
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 12/11/11,
F. STATEMENTS
1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th
Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2. Statement letter of conformance, no financial interest and compliance with the FBC--
2010 and AAMA 101/ I.S 12-97, dated 01/25/12; signed and sealed by Thomas J. Sotos, P. E.
(Submitted under previous NOA No.12-0127.23)
shaq L Chanda, P. E.
Product Control Examiner
NOA No.17-1212.09
Expiration Date: June 05, 2018
Approval Date: February 01, 2018
E-2
Lawson Industries, Inc.
F. STATEMENTS (CONTINUED)
2.
Proposal issued by Prodi
(Submitted under NOA.
3.
Laboratory compliance
Engineering & Testing, ]
(Submitted under NOA.
4.
Proposal issued by Prodi
(Submitted under NOA.
5.
Laboratory compliance l
2645, HET149-2624 ai
dated 10/22/09, signed aj
(Submitted under NOA,
6.
Laboratory compliance
HETI-04-1896B, HEI
HETI42-1726, HETI-
HETI42-1765, issued
03/08/04, all signed and ;
(Submitted under previo
ct Control, dated 07/27/10, signed by Ishaq Chanda, P. E.
Vo.11-0202.03)
letter for Test Report No. HETI 11 3201, issued by Hurricane
ac., dated 01/06/11, signed and sealed by Candido F. Font, P. E.
V6.11-0202.03)
ct Control, dated 03/26/09, signed by Renzo Narciso.
V'o.10-0128.04)
otters for Test Reports No.'s HETI-09 2623, HETI-09-
d HETI-09 2646, issued by Hurricane Engineering & Testing, Inc.,
4 sealed by Candido F. Font, P. E.
V4&10-0128.04)
.etter for Test Reports No.'s HETI-04-1897, HET144-1896A,
1-04-1377, HETI-02-T095, HETI-02 T090, HETI-02-1253,
02-1728, HETI42-1736, HETI42-1742, HETI42-1763 and
by Hurricane Engineering & Testing, Inc., dated 01/14/03 and
ealed by Rafael E. Droz-Seda, P. E.
is NOA No. 05-1116.06)
G. OTHERS
1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La
Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring
on 06/05/18. 1
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. FD 2003 Rev 1
through 06 of 06, prepared b3
signed and sealed by Thomas
Note: This revision consist of edi
of glazing interlayer.
B. Test
1. None.
C. CALCULAT-IONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of
titled "La Porte —Impact French Out —Swing Door", sheets 01
the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017,
T. Sotos, P. E.
nrial changes of FBC 17 (61 Edition) code compliance and update
ry and Economic Resources (RER). 1 ��
IcIA c., C
Ishaq L Chanda, P: E.
Product Control Examiner
NOA No.17-1212.09
Expiration Date: June 05, 2018
Approval Date: February 01, 2018
E-3
Lawson Industries, Inc.
M►
E. MATERIAL CERTIFICATIONS.
1. Notice of Acceptance No.14�-0916.11 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.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61b 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 # 14.0908.07, expiring 06/05/18.
haq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.09
Expiration Date: dune 05, 2018
Approval Date: February 01, 2018
E-4
L TOP & BOTTOM RAIL
STILE
STILE
& BOTTOM RAIL ADAPTER
20UND ALUM. BEAD - 7/16'
WUND ALUM. BEAD - 3/8'
LEAF ASSEMBLY
Vinyl Wts'p.-Team Plastics,
TOP/BOTT. RAILS
FRAME HEAD & JAMB
(ER MOUNTING PLATE
(ER PLATE
ING ADAPTER
A FLUSH BOLT
LOCK / DEAD BOLT SET
LOCK / DEAD BOLT SET
LOCK / DEAD BOLT SET
e Install. Screw - Head
ASSEMBLY SCREW
ADAPTER SCREW
,OUND ALUM. BEAD - 11/16'
ING ADAPT. ATTACH. SCREW
.e Rall Assembly Screw
RAL CURE SILICONE
RAL CURE SILICONE
RAL CURE SILICONE
ated Glass see Pg. 5
aced Glass - see Pg. 5
ated Glass see Pg. 5
_ ASS'Y ALUM. PLATE
Ass'y Full Lenght Rod
ATTACHMENT SCREW
.ITE ATTACHMENT SCREW
Dia. Hole Plug - Nylon 6-6
Dim. Hole Plug - Nylon 6-6
1 BOLT Sill Plug - Nylon 6-6
:OUND FALSE ALUM. MUNTIN
'ALSE APPLIED MUNTIN
HEAD SHEAR PLATE
LOW SILL - OPTIONAL
POINT FLUSHBOLT LOCK
d BOLT GUIDE ALUM. ANGLE
nt Lock Bolt Guide ANGLE
Sealant- White Colored
ACTIVE HANDLE & TRIMSET
-POINT LOCK ACTIVE
6063-T6 ALUMINUM
6063-T6 ALUMINUM
6063-T6 ALUMINUM
6063-TS ALUMINUM
6063-T5 ALUMINUM
6063-TS ALUMINUM
6063-T5 ALUMINUM
See Material Composition at Sheet
Schlegel FS - .187'w. X .2101h.
Schlegel PB - .1871w. X .3301h.
6063-T5 ALUMINUM
6063-TS ALUMINUM
6063-T6 ALUMINUM
(2 TOP & BOTTOM OF LOCK STILE)
KWIKSET - Series 690T COMBO
SCHLAGE - Series FB350 COMBO
DEFIANT - Series 831 COMBO
(See Notes at sheet 4 of 6)
(See Notes at sheet 4 of 6)
#12 X 3/4' PH. -PHI.
#10 X 3/4' P.H.-PHI.
6063-T5 ALUMINUM
#8 X 1 1/4' FH.-PHI.
3/8'x2 1/4' Hex Screw & Nut
Schnee -Morehead SM-5731
Dow Corning 899
Tremco S-500
- Sentry Glass Plus
Dupont - PVB_
Saftex - PVB
1 1/2'x 2'x 1/8' (6063-T5 ALUM.)
3/8'Dla.-20D Rod, Plate, Flange Nut
#10 X 3/4' P.H. / PHI.
#10 X V PH/PHIL. - (17' OC Max.)
MICROPLASTICS - Rockwell M-79
MICROPLASTICS Rockwell M-79
SUNCOPLASTICS Inc. Rockwell M-79
6063-T5 ALUMINUM
1.25' X .022' STOCK ALUMINUM
6063-T5 ALUMINUM - 4' long
6063-T5 ALUMINUM
OPTIONAL ( FOR +/- 76.0 psf DP)
1 1/2'x 1 1/2'x 1/8' A(um, 6063-T5
3'x 3'x 1 1/2'x 1/8' Alum. 6063-T5
'Purvis Co.' Super Seal
ASHLAND #W5201A-A
ASHLAND #W5110-STACT5
Sidelite
7
ANCHOR NOTES: 5 3/4 6' 13 1/8'
Ty ax. o.c.
1. SEE ELEVATION AT SHEET .1 OF 6 FOR (at sldellte)
ANCHOR O.C. MAX. SPACING AND LOCATIONS.
2. SEE SHEET 4 OF 6 FOR INSTALLATION
FASTENERS TYPES.
3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL.
NOTES:
i). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS).
2). QUALIFIES UNITS WITH AND WITHOUT SEDELITES
3). MAX. FRAME SIZE 145 1/2"w. X 85 3/4"h. OXXO
4). MET & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE.
5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS
6). MAX. DAYLITE OPENING WIDTH = 25"
7). MAX. DAYLITE OPENING HEIGHT = 83 1/8"
8). SEE ELEVATION AT SHEET lof6 FOR MAX ANCHOR SPACING
0). ALL DIMENSIONS SPECUUD ARE IN INCHES
10). NO HURRICANE SHUTTERS ARE REQUERED
PROFESSIONAL ENGINEER
FL LIC. f 55225
rR000c e i tE`►EM
as aae+p>fyt will tbt F7oriiFs
bpsm No 17 1212 •®`!
I A 1. A i. r
' PiII Uerrd�d
5 Al Slittl / \
6
Active
Ina.
_ I .
6 1/2'
dead -lot
6' 6'
12 3/4' 4 /2 4 1/2': _ P
MO.C. a �' or. (Max
e panel) inac
"OXXO" EXTERIOR E:
NOTES:
1). THIS PRODUCT IS DESIGNED . AS PER
2017 - 6th EDITION). .
2). GLASS MEETS REQUIREMENTS OF ASl
3). IX OR 2X WOOD BUCKS BY OTHERS
TRANSFER LOAD TO THE STRUCTURE
4). ANCHORS SHALL BE AS LISTED, AND
DRAWING DETAILS. ANCHOR EMBEDME
BEYOND WALL DRESSING OR STUCCO
5). SEE NOTES 0 SHEET 4 OF 6 FOR 1
6). ANCHORING OR LOADING -CONDITIONS
ARE NOT PART OF THIS APPROVAL
LIMITATIONS:
1). MAX. DP = ±86 PSF W/ (4) Surfac
(SEE LOCATION DETAILS CAD SHEET 3
2). MAX. DP = ±76 PSF W/ 2-Point L
3). MAX. DP = f76 PSF W/ Flat Sill &
not required or opening is protectec
4). MAX. DP = ±86 PSF W/ Multi-Poin
Revision Notes:
f� Revised to comply yr/ FBC2007 do added
�� ��.�� �♦y lusulated Glass 01/29/10 Ashland Mule Pointiock 01/27/11
a..t..A •....... - to -/ -2A1 A vnr.
LA Wk(S' 6 -
I1\TDU23TRIES. ].
• 145 1/2' Max Unit Width
TERNATE BOLT
IS AT SHEET _
"OX" ELEVATION
APPROVED CONFIGURATIONS
11TOY093
1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION
VIEWED FROM THE EXTERIOR SIDE.
2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE
AND ARE AVAILABLE AS OPTIONAL. -
3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL
OR DOUBLE BOTTOM RAILS.
4. OUT -SWING DOOR WITHOUT INSECT SCREEN.
pwKwaNgnm
wQQwPbfi9wft9k
Asapbace
NoDst�1Z•01
DDOpUUBBLLE
B❑Y%E
RAIL
/
2
C
vavu
PROFESSIONAL T"TGINEBR
FL in.65226
•
ELEVAT
"LaPorte" IMPACT FRENCH,OUTSW
PANEL AHITH/HEIGHT
ACTUAL SIZE
(DNCHES)�
Numm
OF
ANCHORS
/3AMB
DP
GLASS T
"A" Ac
+/—(P:
IMM •
HEIGHT •
10 1/4'
16 1/4'
22 1/4'
28 1/4'
30 1/4'
34 1/4'
77'
a(5)
5
+86,C
+86.0
+86,C
+86.0
386.0
+86,C
5
5
5-
5
5
10 1/4'
16 1/4'
22 1/4'
28 1/4'
30 1/4'
34 1/4'
93'
1106)
6
+86.1
+86.0
±861
+86.0
+86.0
+86.1
6
6
6
6
6
• OPERABLE PANEL MUST MEET APPLICABI
• Q PARENTHESIS INDICATES # OF ANCHO
Revision Notes: LAL
Revised to comply FHC2007 do added
hiWS
6
sulated Glaea Ol/2922/10
Ashland Mult—Point Lock 01/27/1! I ND U S TR I E S.
Rr-v9And to r--mmnIV w/ min war.
fiM D
DLO Width 4-----i
14
Panel Width
zctive Active
DfTERIOR SIDE
c Inactive
v
1 EXTERIOR SIDE
E4 L�J
LOCK STILES WITH TWO -POINT LOCK
& FLUSH BOLT
6'
4TDGLSS
33 34
ERIOR SIDE
1
2-
Sill
,r�+.T. Height
IBED, INTO
'SI CONC. (TYP.)
.=J \�% EXTERIOR SIDE
"OXXO"
UNIT WIDTH
Active Inactive
OPTIONAL BOLT ® TOP RAII.
Active Inactive
oe
E3
18 # # 18
ANCHOR NOTES:
1. SEE ELEVATION AT S
ANCHOR O.C. MAX.
2. 'SEE SHEET 4 OF 6
ifliDOC i' iRE`�
npleaee lt+m_1L_7VQZ • &j
a
LN
*) OPTIONAL
rol FLAT SILL NOT1
DOORS & SIDELITES WIT.
THIS TYPE OF SILL IS I
MUST BE USED WHERE
EXTERIOR OPENING IS P
OVERHANG GREATER THE
WHERE THE DOOR IS LO
I ws 61,
U'eIES ^-•
J 4 la0 Ise, Nld ��
`z m o
X J
I M o
a
Im
18 I
OPTIONAL BOLT ® BOTTOM RAIL
C SEE DETAIL'.E3 FOR MOUNTING LOCATION ).
TWO —POINT MULTI —POINT FLUSH BOLT &
MAX. DP = *76 PSF MAX. DP = *86 PSF TWO -POINT LOCK LIMITATIONS:
OPTIONAL LOCK DETAILS 1). MAX. DP = ±86 PSF W/ (4)
Surface Bolts & Glass Types A, B, & C.
THOMAS J. SOT08 2)• MAX. DP = ±76 PSF W/ 2—Point
PROFS D tM Lock (active)+(2) Surface Bolts 0 Inactive
dog �`' • •••' ''�� Revision Notes:
o�� w `�� �'• � ��o Revised to comply wr/ FBC2007 k added L-2
5" Insulated Glace 01/22/10
SIMAshland Malt —Point Lock 01/27/11 IND'
o .1L/1f Rndaod in nmm�ly �/ �mn Mr..
:Ive ( L_&J, _ / (36 >L) Inactive
.VV11
AW11,
UNIT WIDTH
EXTERIOR SIDE
4
;23
F
�EDGE
DIST)::'
-1 -
P. 7 1
TYP.
TY
1/4'
MAX SHIM
MIN* EMBED
(TYP.)
5/16' TAPCON W1 — 5/16' TAPCON W/
1. 1/2' MIN EMBED, 1 1/4' MIN. 1 1/2' MIN EMBED.
SEE NOTES FOR SPACING) EDGE DIST SEE NOTES FOR SPACING
TYP
1 1/2` MIN. t —x(P-.T,) -WOOD-BUCK—
BUCK (SEE ENDED, •(SEE NOTE 3, SHEET 1)
NOTE 3, AT
TYP
f -
1/4' MAX.
4D SHIM TYP.
I
HEAD
0
GLASS 9 10
EXTERIOR SIDE
Q
Z Z
0 42
RIOR SIDE -J
SKI
Height
a
07
-�)��
®®O � - —'
�� � may.
Active =41 ut5v I Sideti-te
Active
1/4' MAX. SHIM TYP.
44
2 9 1 Q IN;
"ix I
1238 Sidefte EXTERIOR SIDE HEAD
8 Attachment Screw u JAMB
6 Screws @ each side of Jambs, MULL
12 total per sideute
INTERIOR SIDE "2X I
50 51
INTERIOR HEAD
JAMB
LOCK
K STILE MULL
56 57 -Ce
43 7 AT SI
Active Inactive
NOTE
17' Max. ELC. 1 1X
'AN,AN
17
EXTERIORE E2 12 EALL I
THOMAS J. SOTOS
2 PROFESSIONAL ENGINEER
12 FL Uc.. F;.55225
Revision Notes:
Revised to comply yr/ FBC2007 & added
Insulated Glass 01/22/10
LA WS6
Sill % -Point Look 01/27/11 13E E� Ashland Mult C1 5T15 T-1 Ir 1=.
Ipht /.T11 - . -, -- RomiaAA fn nmm"Iv ./ 9m1n rm, ' — —,-. - .— --
��.. \.................�
• �....3. tsn�6
SILL
ADAPTER DER JAMB
INTERIGR SIDE
FRAME ASSEMBLY DETAIL SIDELITE/JAMB ATTACHMENT DETAIL
ACCESS HOLE 11,.1i\
N LEFT D
HINGE STILE
TINGE ATTACHMENT'
SCREWS 0 1
110 x 3/4' PH./PHIL. '
E ATTACHMENT
IIS ACCESS HOLE
- --I -
I
INTER
THREI
3/8,
HAND HINGE LEAF TO DMW
STILE BOTTOM
ENT AM NUT
'PHV_ PANEL ASSEMBLY DETAIL
#14 SMS OR SELF DRILLING SCREWS
INTO METAL STRUCTURE
HK. MIN.
(SEE NOTES FOR SPACING)
1• �� -
ES MIN.)MIN EDGE DIST. I (f-12 GA. MIN. y = 31 KSI MIN.)
'UBE MULLION STEEL TUBE OR COLUMN
APPROVED (STEEL IN CONTACT W/ ALUM.
: NOA ti TO BE PLATED OR PAINTED)
TYP.
1 1/4' MIN EDGE DIST,
INTQ CQNC,
I TYP
'PACING)
:N.)
1 1/2'
1/4' MAX. SHIM TYP.
Laminated :Glass
Types "A", "B" or "C"
by : (see below)
(SEE TABLE W/ CORRESPONDING
GLAZING TYPE & DESCRIPTION) 1/4 Round
3 33 34 Head 9 10
EXTERIOR SIDE
GLAZING DETAIL ##1
'A' - SENTRYGLASS by1 Kuraray America, Inc,
'B' - TROSIFOL PVB by1 Kuraray America, Inc.
'C' - SAFLEX PVB bye Eastman Chemical Co.
10
INTERIOR SIDE
Glazing Adapter
5/16" Laminated Glass 5/8
Types "D" or "E" 33 34 GI t
by : (see below)
_ C
(SEE TABLE W/ CORRESPONDING
•5/16' ELCO TAPCON W/
1 1/2' MIN EMBED. TAOMAS J. SOT03
(SEE NOTES FOR SPACING) PROPES ONAL ENGINEER
FL C. 55225
2 x (P.T.>
WOOD BUCK
(SEE GEN. NOTE #3)
�Q
1/4' Insulated /
Air Space w/—/
1/8' Temp. Glass
1_
INSULATED SPACER 'TruSeal'- Glazing 'Bead
Dura Seal Swlggle Spacer 26
Black - 1/4' Air Space
Pt.No. 812-25H-357P . EXTERIOR
GLAZING DETAIL #2
'D' - SAFLEX PVB by, Eastman Chemical Co.
'E' - SENTRYGLASS by1 Kuraray America, Inc.
HINGE NYLON END PL11G—
C No L-4012 >
6/16'CfT�TAI�NLESS STEEL PIN —
HUGE HYL@I BEARING
( No L-4013 ) AND
8/16' •E' RING
( N(P HC-023 )
3 1 3/16' Anneale
.340" 0 A La -in;
ISgM
DESCH
1/8' Annealed
1
2
090' TROSIFOL
3 1/8' Annealed
.340" 0 A Lamina
ITEM DESCH
1
1/8, Heat-Stt .
2
.090' Saflex -PVB
1/8'. Heat-Str
3
GLAZINi
A --Lamina
ITEM
DESCH
1
1/8' Heat-Str
2
.090' Saflex PVE
-3—
AYB -Heat-Sty
4
1/4' INSULATE
5
1/8' TEMPEREI
ITEM DESCH
1 1/8' Heat-Str
2 .090' SentryGl
3 1/8' Heat -Sty
4 1/4' INSULATE
5 1/8' TEMPEREI
n
I7
A
TW
hi
11 HINGE ASSEMBLY DETAIL
#FD-624-2
Revision Notes: LA
��
Revised to comply 1P/ FBC2007 dt added Insulated Glass 01/29/10
S' 6
Ashland Mult-Point Lock 01/27/11 N D U Z3
AootoaA +.. ....,..,.T., _ / oni n var--
6
0
MULTI —POINT
LOCK PASSIVE
f• .0
O
1 52 53
PASSIVE HANDLE
& TRIMSET
O.D.
. BOLT
.FLUSH BOLT AND
TWO -POINT LOCI{
49 ANGLE GUIDE
#FD-627-1
1.500
'1 24
1.500
INACTIVE -PANEL
FLUSH BOLT
47 ANGLE GUIDE
1 1/2° LONG
#FD-625-1
2'
1 112'
SIDELITE PANEL
35 ALUMINUM PLATE
210 LONG
#HC-002
GLAZING ADAPTER ,
#L-910 26 QUARTER
11/A16 R ROUND PANEL HINGE STILE
#FA-634 O #L-907
060
+119 ,730 .726
I-- 2.031
.808 --�
HINGE LEAF QUARTER ROUND
11 #L-908 10 (3/8") BEAD
#L-912
070
.060
i
.835 .656
�0,656� 808
1.250
I .045�
HALF ROUND
`} FALSE MUNTIN
#L-913
(1/4") BEAD
#L-911
1.6.25 —1 r- 0.19
O8RAIL ADAPTER
#L-909
Flexible Vinyl FPVC Composition - Team Plastics Inc.
11. FPVC Slavic Comound No. 7200-76
PHYSICAL
ASPM NO.
DurometerHardness "A",10 sec
75
D 2240
Specific Gravity
1.45
D-792
Temile Strength PSI
1640
D•639
Ultimate Elongatioq %
340.0
D-638
Modulus@ 1001/oElongati®,PSI
765.0
D-638
Impact Britileriess
31.0
• D-746
02, FPVCWhite: Compound No. 7267-75
PHYSICAL
ASTM NO.
DummeterHardness "A",10 sec
75
D2240
Specific Gravity
1.45
D•792
TensilcStrength, PSI
1640
D-638
Ultimate Elongatioq %
325.0
D-638
Modulus® 100% Elongadcn, PSI
765.0
D-638
ImpactBrittleness,
-30.0
D•746
PROFESSIONAL ENGINEER
FL LIC..A..55225
1.750
4.187
1
5,05 —
OPANEL LOCK STILE
#L-905
1,75 —1 • I I 1.750
.072
.125
.065
4.000 ,072
.500
.094 _
.082 .100
1,812
--� .136
PANEL TOP &
BOTTOMB� 9og RAIL� FRAME JAMB
#L-903
NOTE:
1. ALL DIMENSIONS SPECIFIED ARE IN INCHES
2. SEE ELEVATION AT SHEET 1 OF a FOR
ANCHOR O.C. MAX. SPACING AND LOCATIONS
pRODjjC1TREqqW0 .
res y whi; *'k F7 EQt
Qua
a
. t_.1. c
RevisionNotes: LA ��, 9
Reviseddto comply R/ FBC2007 &added �8N('1p//
S'�►'•.� Aad Insulated Glass 01/29/10
s Ashland Mult—Point Lock Ol/27/1 i I N I7 U 8 T R I R E3,
.... _ _
Lawson Industries, Inc.
8501 NW 90' Street
Medley, FL 33166
,SCOPE:
This NOA is being issued under the apple
The documentation submitted has been i
PANDALL foie S ®@ OFT
7Aa#0 79
PROVED
APPROVED A,'°CORRECTED
This review is only for general conformance
project and general compliance with the infr
documents. Corrections or comments mad
this raviaw do not relieve the contractor fror
melts of the plans and speci5c3uons. Appn
include approval of an assembly of which
tractor is responsible for. Dimensions to be
j:;b site; Infmmation that pertains solely to
the means, niethods, techniques, sequenc
Pion: coordination of the work of all other tra
In a safe and satisfactory manner.
�
RESOURCES (RER)
MIAMI DADE COUNTY, FLORIDA
PRODUCT CONTROL, SECTION
11805 SW 26 Street, Room 208
T(786)315-2590 F (786) 315-2599
www.miamid ade.eov/economy
ale rules and regulations governing the use of construction materials.
ewed and accepted by Miami Dade County RER—Product Control
MIAMI•DADE MIAMI—DARE COUNTY, FLORIDA
0EW PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208N BOARD AND CODE ADMINISTRATION DISION T (786) 315-2590 F (786) 315 2599
NOTICE OF ACCEPTANCE &OAI www.miamidade.gov/economy
Lawson Industries, Inc.
8501 NW 90' Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been 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). I
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 (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on
NOV 21, 2017, signed and scaled 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.
MBSILE 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 8.
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 Countytoduct 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
LMhA=kMFDWDEU= i Expiration Date: February 13, 2023
Approval Date: January 257, 2018
Page 1
i
1 , File Opp
Lawson Industries, Inc.
CE
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 ,iup 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, BETI--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, BETI-124053 and HETI-12-4064, dated 09/24/12, all signed and sealed by
Rafael E. Droz-Sella, P. E.
(Submitted under previous NOA No. 12 1204.12)
2. Test reports on: 1)1 Large Missile Impact Test per FBC, TAS 201-94
2) 1 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 I05/16/11, 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: 11) 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. BETI-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 11 3292, dated 10/20/11, both signed and sealed by
Rafael E. DrozLSeda, P. E.
(Submitted under previous NOA No.12-1204.12)
Ishaq L Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January25, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CoNTEwED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) U, niform. 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/f 1, signed and sealed by Rafael E. Droz—Seda, P. E.
(Submitted under previous NOA No.121204.12)
6. Test reports on: 1) lAir 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)
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 compliI s with ASTM E1300-04109
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.
1sha4 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 CERTIFICAI IONS
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.14-042315 issued to Eastman Chemical Company (MA) for
their "Saflex CP i Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19I14, expiring on 12/11/18.
7. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for
their "Saflex HP I 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), publis I hed by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc.
G. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5111 Edition (2014), issued
by manufacturer,lIdated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2. Statement letterslof 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 hinder previous NOA No.12-1204.12)
3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dated 05/16/11,
AETI-I1 3270; dated 05116111, 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/il5/11, HETI-11 3292, dated 10/20/11, HETI 11 3307, dated 10/03/11,
HETI-11 3313, dated 10/20/11, IIETI--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 10h2/12, HETI-12-4051, dated 06/13/12, L ETI-12-4052, dated 07/10/12,
IIETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, IIETI-124064,
dated 09/24/1�2, 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 12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052,
HETI-124053 , HETI-12-4054, BETI-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. l
Isliaq I. 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.
MM-9
F. STATEMENTS (CONTINUED)
4. Laboratory addendim 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, IBETI-11 3307, HETI-11-3313, HETI-11-3314, HETI--11 3329,
HETI 11 3330, FIETI-12--4040, HETI-12-4041, HETI-12- 4051, E ETI-12-4052,
HETI-12-4053 , HETI-12-4054, HETI-124064 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 underiprevious 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 FT1-3078, 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 FITL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by
Joseph C. Chan,?. 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, FTU-74492, 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)
i
G. OTHERS
1. Notice 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 02I 13/18.
I
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 (6t' 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
Approval Date: January 25, 2018
E-4
Lawson Industries, Inc.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Departm I t of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 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 AcceptancelNo. 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.
I
F. STATEMENTS '
1. Statement letter of conformance to FBC 2017 (6t6 Edition) and "No financial interest" dated
11/17/17, prepared liy the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
I
G. OTHER
1. This NOA revises & renews#14-0908.02, expiring 02/13/23.
Ishaq I. 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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- i
a;
Oi
!
2D/2T -
XX or 7
' or RP-XX
or LP-XX-RP
s-ZaAli
2D/2T - RP
/2T
RIGHT POCKET SHOWN
(LEFT POCKET OPPOSITE)
- _
A-- _
2D/2T - LP/RP
oaf
1 SEE
BELOW
Q) NOTE #5.
U 1
0 t
a-�
1
sl
1
O�
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1
f
7
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a
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a
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a
7
I J
01
r
4D/3T
-
XXXX or
4D/2T
7
LP-XXXX or
RP-XXXX or
LP-XXXX-RP
4D/3T
4D/2T - LP/RP
"1
4D/3T - LP
LEFT POCKET SHOWN
(RIGHT POCKET OPPOSITE)
NOTES: - _ —
1) REFER TO SHEETS 8 OF 14
FOR GLAZING OPTIONS AND DP CHARTS. 4D/2T - LP
2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN
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
NOTES #15 & 16.
a
�
1 �-O�XO�
—�.Ear -- ��...�• • • •
1.) THIS +DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE H
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6th Edi
INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) 1
ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NO'
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BU
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQU
OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING O
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALI
SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER
AS TABULATED ON SHEETS 2. 5, & 8 of 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO B
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPRO�
BE REVIEWED BY BUILDING OFFICIAL.
5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESI
ANCHORS INTO WOOD ONLY.
6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED
TYPES TABULATED HEREIN (SEE SHEETS # 2, 5, & 8).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 6, 7,
_ & 11 OF 14.
B.) EXT. & INT- -FALSE--COLONIAL MU_ NTINS ARE OPTIONAL & AND TO BE
W/ SILICONE.-- -
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST B SERPE MUST
(BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS
ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPT
10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH F:
PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH)
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROV
PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BET'
ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS 0:
APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM.
12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS # 3, 4. 6. 7
& 11 OF 14.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING
14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14. I
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 RE
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,
ifQI/IIC r 1Ri vmw
a wkfs fiMt s
Aftqi&sctNo 17- l7_mo<
95.0
56.7
65.0
56.7
85.0
56.7
75.0
85.0
56.7
70.0
56.7
78.8
56.7
68.8
65.0
f56.7
65.0
X
X
X
X
CAPACITY - PSF (WITH 3" SILL RISER)
NPE 'A'
GLASS TYPE 'B'
GLASS
TYPE 'C'
GLASS
TYPE 'D'
INT. (-)
EXT. (+)
INT. {-)
95.0
65.0
65.0
76.7
85.0
75.0
75.0-
95.0
65.0
65.0
76.7
85.0
75.0
75.0
85.0
70.0
70.0
76.7
78.8
68.8
68.8
65.0
65.0
65.0
X
X
X
X
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.
a
10 1/2" O.C. at Doors
smaller than 60" in wi th. A / 6�
I I I I I f
7/16" LAM. GLASS
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I
8
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I O
44 3/4" MAX.
D.L. OPG.
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
OX
8/0 X 6/8 = 44-3/4" X
74-3/4"
"XO" TYPICAL
ELEVATION
:ATION5
8/0 X 8/0 = 44-3/4" X
90-3/4"
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
TESTED UNIT
SEE SHEET
1.)
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
-BULB VINYL 17
BULB VINYL 17 --BULB
VINYL 17
--3/16" HEAT STREN'D GLASS
•-3/16" HEAT STREWD GLASS
3/16" HEAT STREN'D GLASS
.090 PVB INTERLAYER
.090 SAFLEX HIP
.090 PVB SAFLEX
O
w
; :- Trosifol PVB by:
Kuroroy America, Inc.
�
Ld ',
I i -Clear or Color Gloss Interlayer Q
I = by: Eastman Chemical Co.
LLJ
Clear or Color Gloss Interloyer
by: Eastman Chemical Co.
LASS
m
; -3/16" HEAT STREN'D GLASS
m
I I i 3/16" HEAT STREN'D GLASS
m
I i r-3/16" HEAT STREN'D GLASS
z
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op
1 SILICONE
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I DOW CORNING
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i SILICONE g
; SCHNEE-MOREHEAD 5731
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l:
SILICONE
SCHNEE-MOREHEAD 5731
INIE`
899
TREMCO SPECTRUM 2
v0
�'DOW CORNING 899 0O
f TREMCO SPECTRUM 2
DOW CORNING 899
TREMCO SPECTRUM 2
p"
I'
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40
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40
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Rs'ssiridw Date
e.
.o . 1 3/4" ' e d
(MIN. EMBED. a
'd-V) 1" Min.
Edge Dist. Typ.)
( EE 4 TES FOR SPACING)
--------(MIN.- EMBED.)
7/16'-LAMINATED GLASS II
29 iU}
NOTES: 1) REFER TO SHEET 2 OF 14
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER -TO SHEET 4 OF 14
FOR HORIZONTAL CROSS-SECTION DETAILS.
3) REFER TO SHEET 2 OF 14
FOR MAX. ANCHOR SPACINGS.
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<n
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Q
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J
(V
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w
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r) _
1/16" or 1/8"
_J
N Nin
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-
w
ADHERED TO SILL
"t w
l,1
WITH SILICONE
�(n
FULL LENGTH OF UNIT
N
J
\ CO
LLJ
d 4
;AL ANCHORS IN PAIRS
ELEV. FOR SPACING
2BY Wood Buck Substrate or
Wood Stru ture w/ (SG)
Specific G vity= .55 min. (Typ.)
II X
LI < �
z
�V)
3 Pttch Beyond
\
Mvtol Thickness
fill
11
-
-�
METAL
STRUCTURE ATTACH
NOTE:
5/4" Min.
1. ALL STEEL IN CONTACT 1
ALUM. TO BE PAINTED O
Age Dist.
2. METAL STRUCTURES:
A) STEEL : Fy = 36 KSI
TYPICAL ANCHORS IN PAIRS
(STEEL 12 GA. MIN. THIC
SEE ELEV. FOR SPACING
8) ALUMINUM : 6063-T5
(ALUM. 0.078" MIN. THICF
MIAMI-DADE COUNTY
APPR'D .MULLION
SEE SEPARATE NOA
U (i1 111 Pitch �sMe�II
\ 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"
1/4"
1 3/4"
1"
2.85 Ksi
BUILDEX
1/4-
-
1 3/4-
4"
3.2 Ksi
BUILDEX
-
3/16"
1 3/4"
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 SC
S.M.S. (Into 2X)
#12
#12
1 1/4"
1"
.55 SG
M.DuC
[ts CgStSjt i
hniding C.
Awc#Wc
Elpir "
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)
#12 S
INTO APPROVED MULLIONS (NO SHIM SPACE)
TYPICAL EDGE DISTANCE
(1/4") INTO CONCRETE ' AND MASONRY = 1" MIN. (ELCO ULTRACON)
(1/4") INTO CONCRETE AND MASONRY = 4" MIN. (!TW BUILDER)
3 Pit,
Kell.
acc rLr-v. run zr'Awplu
1 /4' MAX.
I SHIM
METAL STRUCTURE ATTACHMENT DETAIL
NOTE:
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
2. METAL STRUCTURES:
A) STEEL : Fy = 36 KSI MIN.
(STEEL 12 GA. MIN. THICK = 0,105")
B) ALUMINUM :-6063—T5 MIN.
(ALUM. 0.078" MIN. THICK)------
WIDTH
D.L. OPG.
@NOT READ. ON U
6/0 X 6/8 SIZES
SEE CHART ON SHEET 2 OF 14
NOTES: 1)
REFER TO SHEET 2 OF 14
FOR GLAZING OPTIONS AND DP CHARTS.
2)
REFER TO SHEET 3 OF 14
FOR VERTICAL CROSS—SECTION DETAILS.
3)
REFER TO SHEET 3 OF 14
FOR TYPICAL ANCHORS AND NOTES,
4)
REFER TO SHEET 2 OF 14
OFOR
MAX. ANCHOR SPACINGS.
1 /4" SHIM
MAX
D.L. OPG.
PANEL WIDTH
u
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
z
1"1UcrRE
Wd'°Scak 2t2•a
A*Ogg ace No 17'
FA*rMi r Date
N
. rn
RATIONS
i SEE SHEET 1.)
;s
) GLASS
0 5731
1
d 2
S
GLASS
5731
12
I
n
II
n
II
I
'
fl
II 7/16" OVERALL LAM. GLASS
11
II
I
I
C 1 i/ �
II E
II
�
I
_ ¢
W
W
a
�
�
.
C2
If
II
I
o
rn
a rn
--
I� ----- -
ff - --
If
if
-
1I
I!
II 30 B3
II
II
II
_-------
o
`r
I-
I
I STEEL REINFORCING
AS READ.
B2
II
If
f
p
II X
11
X
I
u
u
Aj
44 3/4" MAX.
NOTES:
50" MAX.
1) REFER TO SHEETS 6 & 7 OF 14
D.L. OPG.
PANEL WIDTH
50" MAX
FOR TYPICAL CROSS-SECTION DETAILS.
2) REFER TO SHEETS 6 OF 14
rnrvLL MUM n FOR TYPICAL ANCHORS AND NOTES.
4 DOOR - TWO TRACK
"OXXO" TYPICAL ELEVATION LAMINATED GLASS
TESTED UNIT LARGE MISSILE IMPAC
DOORS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS
DESIGN LOAD CAPACITY - PSF
GLASS TYPES 'A' OR 'B'
PANEL WIDTH
NOMINAL
FT./IN.
DOOR HEIGHT
/1N
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
PANEL MAX. D.L.O.:
pmDuc,"rilm
is cwvpWft with &9
Es!>fZding e"d
eece No f 217- 0 S
Aocept
�spirf�W$ iTn:,te�.�� i 1 z Z3
[4-me-AWkr Ombd
YP:
(MIN. EMBED.) a e d ° • L\
e -o
r=1
V)
\ 1 " Min. TYPICAL ANCHORS IN PAIRS
�\ Edge Dist. F4_7
i----
SPACING
ZJ Buck Substrote or
ture w/ (SG).
I 1/4" vit (yP•)
(MIN.�EMBED:)� y= .55 min. T
-7/16'-LAMINATED
INATED GLASS II
29 u
NOTES: 1) REFER TO SHEET 5 OF 14
FOR GLAZING OPTIONS AND DP CHARTS.
2) REFER TO SHEET 7 OF 14
FOR HORIZONTAL CROSS-SECTION DETAILS.
3) REFER TO SHEET 5 OF 14
FOR MAX- ANCHOR SPACINGS.
U
Q
a.
O Q
W U
O: (n
W ��
Lntn O
Fx W
J W LLJ 1 n LO
�N ice=
1/16" or 1/8" � Li
SILL RISER
ADHERED WITH '_1 LLI W
/CLEAR SILICONE V)
/FULL LENGTH N
OF UNIT SILL I�
M
1
H¢tal Thickn¢ss
-
METAL STRUCTURE ATTACH
NOTE:
1. ALL STEEL IN CONTACT 1
5/4" Min.
ALUM. TO BE PAINTED 0
.dge Dist-
2. METAL STRUCTURES:
A) STEEL : Fy = 36 KSI
TYPICAL ANCHORS IN PAIRS
(STEEL 12 GA MIN. THIC
SEE ELEV. FOR .SPACING
BI ALUMINUM : 6063-T5
(ALUM. 0-078" MIN. TH10
MIAMI-DADE COUNTY
APPR'D MULLION
SEE SE43ARATE NOA
3 Pltch Beyond
Netol Thickness
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
.IAMB
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 Ksi
BUILDEX
-
3/16"
1 3/4"
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
#12
1 1/4"
1"
.55 SG
190DUC
Im CBtraplyyl
lavAng e
xvivolft
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)
#10 SM
INTO APPROVED MULLIONS (NO SHIM SPACE)
TYPICAL EDGE DISTANCE
(1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON)
- (1/4") INTO CONCRETE AND MASONRY = 4" MIN- (ITW BUILDEX)
4D/2T - OXXO
SHEET 5 OF 14
ZING OPTIONS AND DP CHARTS.
SHEET 6 OF 14
CAL CROSS—SECTION DETAILS.
SHEET 6 OF 14
AL ANCHORS AND NOTES.
SHEET 5 OF 14 PANEL WIDTH
ANCHOR SPACINGS.
1 /4" SHIM
MAX.
PG.
I I SCREENI bP710NAL
PICAL ANCHORS,IN PAIRS O O LDL. OPG.
:E ELEV. FOR SPACING EXTERIOR
PANFI WIDTH
„• 1 BY
!, WOOD BUCK
n to I-
•d
D
D _
� D
d 4 .
x �:a
O '
:L
1 -VA"
mo We a Y
xii omaq4ft1t
C$ aak
Amptance No I
y4_
w4ime "pm—
CKET WALL
NOTE #3.
P.)
-XX-LP
1
w,
tU 1
s �
U I
0 ;
0'
+� 1
,I
POCKET WALL
�I
SEE NOTE 93.
1
(TYP.)
(X
i
9
II
�
n
II
11
n
II
II
n
II
II
C3 i% D
11
II
II j
11
II
II j E
II
II
II
II
II
II
II
II
m
E2
% II
J
�Qo
�
II
II
II
F 1
o
a
- �-
I=>
II
II
=0 it
o
F2 41
7/16" OVERALL LAM, GLASS
II STEEL REINFORCING
II
O
II
II
II AS REOD.
11 30 B4
II
II
o
11
X B3
II
II x
II
II X
II
II
II
X 11
U
U
U
F[_(D
1
48 3/4" MAX.
PANEL WIDTH
PANEL MAX.
D.L.O.:
3/0 X 6/8
= 31 -1/2" X 74-1 /4"
or RP-XXXX-LP 4/0 X 6/8
= 43-1/2" X 74-1/4"
3/0 X 8/0
= 31 -1/2" X 90-1 /4"
J RATI O N S 4/0 X 8/0
= 43-1 /2" X 90-1 /4"
'OCKETS
NS SEE SHEET 1.)
BULB VINYL 17
3/16" HEAT STREN'D GLASS
x HP
.090 PVB INTERLAYER
Trosifol PV8 or
}a
f-
(•) SentryGloss by:
K,,rLLJ aroy America Inc.
IACC Z m
3/16" HEAT STREWD
GLASS
g SILICONE
DOW CORNING 899
LO
I I I I 1 1
43 1 /2" MAX.
D.L. OPG. 49 1/8" MAX
PANEL WIDTH
4 DOOR - THREE TRACK
"XXXX" TYPICAL ELEVATION
TESTED UNIT
1-'
,
T-
I•
I
L
I
I
I R
1-
I
I
I
r -
L-
I
I
T-
I
I
1
r-
r
I-
i
r-
I
t
I
1
i
L
I
I
I
t--
I-
t --
`I
NOTES
1) REFER TO SHEETS 9. 10 & 1
FOR TYPICAL CROSS-SECTION
2) REFER TO SHEETS 9 OF 14
FOR TYPICAL ANCHORS AND N
3) FOR POCKET WALLS SEE GENER,
#15 & 16 AT SHEET 1 OF 14.
DOORS GLAZED WITH LAMINATED GLASS W
LARGE MISSILE IMPACT AND REQUIRE NO
PSF (3" SILL) LAMINATED GLP
GLASS TYPE 'H' LARGE MISSILE
DP CAPACITY - PSF (2 1/4" SILL)
DP CAPACITY -
NOMINAL DOOR SIZES
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'A'
--
WIDTH HE
E%�• (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
FT./IN. Fi./IN.
8/0 (2DR)
(W/ 1 STEEL}
8/0
56.7
68.0
56.7
68.0
68.0
68.0
68.0
68.0
8/0 (2DR)
(w/ z STEEL)
8/0
56.7
68.0
56.7
68.0
68.0
68.0
N68.0
(i)68.0
12/0 (3DR)
(W/ 1 STEEL)
8/0
56.7
68.0
56.7
68.0
-
-
68.0
68.0
12/0 (3DR)
(W/ 2 STEEL)
8/0
56.7
68.0
56.7
68.0
r68-0
68.0
(*)68.0
(+)68.0
D!;Fx( ouc r REVS?
cis I,yi s witb ilia wkwift
saliding Cq& t 7� t 2 12 • D S
Aacepteaee N,
Ipx�¢rh� DNttie 2 Z
lu. I , L►a
1 to m /An01 I 1 I I I R I 1 r I
a
4.
(MIN. EMS.
0
R SILICONE
ING COMPOUND
7/16'-LAMINATED GLASS
TYPICAL ANCHORS IN PAIRS METAL ErRUCTURE ATTACH
NOTE:
SEE ELEV. FOR SPACING 1. ALL STEEL IN CONTACT I
Wood Buck Substrate ALUM. TO BE PAINTED 0
Woo 2, METAL STRUCTURES:
\ Wood Structure w/ (SG) TYPICAL ANCHORS IN PAIRS A) STEEL : Fy = 36 KSI
Specific Gravity= .55 min. SEE ELEV. FOR SPACING
�r (STEEL 12 GA. MIN. THIC
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.
8) ALUMINUM : 6063-T5
(ALUM. 0.078" MIN. THICF
MIA
-- _ - _ API
SEE
3 Pitch Beyond
~- Metnt Thickness
In
In t!S
Asc�i
E
BUCKS ANDMETAL STRUCTURES NOT BY LAWSON IND.
SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
FER 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 Ksi
BUILDEX
-
3/16"
1 3/4"
3-
3.2 Ksi
ANCHOR TYPE CHART IN 2X WOOD BUCK (min.)
ANCHOR OPTIONS
HEAD -SILL
JAMB
Embedmen
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
#12
1 1/4"
1"
.55 SG
1/4" DRILLFI FX 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)
10 SM
INTO APPROVED MULLIONS (NO SHIM SPACE)
TYPICAL EDGE DISTANCE
(1/4") INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON)
(1/4") INTO CONCRETE AND MASONRY = 4" MIN. (ITW BUILDEX)
7/16'-H.S.. LAMINATE➢ GLASS
29
CLEAR SILICONE ADHESIVE
%—BEDDING COMPOUND
REEN DOOR PANEL SCREEN DOOR PANEL
(OPTIONAL) (OPTIONAL) O
EXTERIOR
DOOR WIDTH (142 1/2')
3D/3T - XXX
T BY LAWSON IND.
POSED LOADS -
7/16'-H.S.. LAMINATED GLASS
29 CLEAR SILICONE ADHESIVE
--• 1 /_BEDDING COMPOUND
C 4#12 X 2' F.H./PHI.-S.M.S. W/ AR
1 1/4' MIN. EMBED. INTO 2X 2 STEEL BARS REOI
P.T. WOOD BUCK (SEE SHEET #9 SIZES AS LISTED IN
` FOR FASTENER NOTES AND CHART W/ PRESSUP
ELEVATION AT SHEET # B FOR SHOWN ON SHEET I
1 FOR FASTENER SPACING )
2X P.T
28
_I r 16
25 1 STEEL BAR REOD.
SIZES AS LISTED IN
CHART W/ PRESSURE
SHOWN ON SHEET 8
EXTERIOR GRADE ��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,
4 b"4i Q®�
Aslmobsee No—1 II
#12 X 2' F.H,/PHI.-S.M.S. W/
11/4' MIN. EMBED. INTO 2X _1�� '" CA
!
P.T. WOOD BUCK (SEE SHEET #9 !.
FOR FASTENER NOTES AND
ELEVATION AT SHEET # 8 FOR
FOR FASTENER SPACING )
a
d.
o .'
W/ 1 1/4• MIN. EMBED. INTO
. 2X P.T. WOOD BUCK
C SEE OPTIONAL INSTALLATION
DETAILS AT SHEET 12 OF 14 )
iPCON or APPROVED EQUAL BY FOR
4' MIN. EMBED. INTO 3.2 Ksl Conc, NOTE:
CORNERS &SEE ELEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REOD. AS
OF 14 FOR MAX. SPACING. BEDDING COMPOUND LISTED IN DP CHART W/
33 PRESSURES SHOWN ON
SHEET 8 OF 14
7 g
---16
----28
-------->:EEnR�rLZCOIUE:-AbaESTVE------------------
— ---_.__BEDDING COMPOUND
: NMI
llK
on-1l;Ni
�*ge:—
�---- ---- ----- ---- ---- ---- ----------------------- ---- -----------
------------------------------------------------- ----------------
----- �—-------
SCREENS OPTIONAL
EXTERIOR POCKET DE
TEST DOOR WIDTH (190 5/8')
4D/3T = XXXXP
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING
1 /4" MAX.
SHIM
METAL STRUCTURE ATTACHMENT DETAIL
NOTE:
oo
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
E 2- METAL STRUCTURES:
A) STEEL : Fy = 35 KSI MIN.
(STEEL 12 GA. MIN. THICK — 0.105")
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.
FRODUc#' Ri£
ns empiyitg with me
hiding (tab
AoNstamcs No ��s—
L' I e I.OL,','
C 1 KMUN t- KHMC. JlL-L
bUb.i— I D ALUMINUM
2 TRACK FRAME JAMB
6063-T5 ALUMINUM
PANEL TOP RAIL
6063-T5 ALUMINUM
PANEL' BOTTOM RAIL
6063-T5 ALUMINUM
PANEL LOCK STILE
6063-T6 ALUMINUM
PANEL INTERIOR INTERL❑CK
6063-T6 ALUMINUM
PANEL EXTERIOR INTERLOCK
6063-T6 ALUMINUM
PANEL ASTRAGAL
6063-T6 ALUMINUM
ALUMINUM GLAZING BEAD
6063-T5 ALUMINUM
3 TRACK FRAME HEAD'-- ------__
6063-T6 ALUMINUM
3 TRACK FRAME SILL
6063-Y5-ALUMINUM_�
3 TRACK FRAME JAMB
6063-T5 ALUMINUM
BOTTOMRAIL WTS'P
ULT.RAFAB #QB67579K
PANEL TOP RAIL WTS'P
.187'x.310' (7830-6001-1)
FIN SEAL WEATHERSTRIP
.187'x.210' (7820-6001-9) .
BULB VINYL (FPVC)
1/4' O.D.
SELF ADHESIVE PILE PAD
13/16' X 1 1/2'
HVG. PANEL TANDEM ROLLER
2 X EA. MVG. B❑T. RAIL
ROLLER ATTACHMENT SCREW
#8 X 1/2' F.H./PHIL.
DANEL 'C' TRACK CLIP
6063-TG ALUMINUM
C' TRACK ATTACHMENT SCREW
#10 X 1' SMS F.H./PHIL.
FIXED PANEL JAMB CLIP
6063-T5 ALUMINUM
FIXED PANEL CLIP SCREW
#10 X 5/8' PH/PHIL.
INTERLOCK STEEL REINFORCEMENT
1/2' X 1 1/4' (36 KSI)
ASTRAGAL STEEL REINFORCEMENT
1/2' X 1 1/2' (36 KSI)
INTERLOCK STEEL REINFORCEMENT
3/8' X 1' (36 KSI)
4ORTISE LOCK HARDWARE
W/ HANDLES & KEEPER
7/16' Laminated H.S. Glass
See Glazing Details
4STRAGAL PANEL SILL CLIP
6063-T5 ALUMINUM
DOCKET JAMB HOOK
6063-T6 ALUMINUM
VEUTRAL CURE SILICONE
Schnee -Morehead 5731
VEUTRAL CURE SILICONE
Dow Corning 899
VEUTRAL CURE SILIC❑NE
Trento Spectrem 2
gYLON PLUG ( .480' HOLE)
RIGID PVC
gYLON TOP GUIDE
RIGID PVC
-RAME ASSEMBLY SCREWS
#8 X 1/2' P.H. PHILLIPS
PANEL ASSEMBLY SCREWS
#10 X 1' P.H. PHILLIPS
:NSTALLATI❑N SCREWS
#12 X 1 3/4' F.H./PHIL.
.;LAZING SETTING BLOCK
SOFT PVC 1/8' x 1/8' x 2'L.
' TYPICAL ANCHORS
AT 8" O.C.
v SEE ELEV.
o FOR SPACING
l3
17
26
'� 1
:•o
16
o W o I
_ w
c� F
.-a
zo
I
I
31
a �.. •'. a w
A r 16
17 1
a
W 26
1 STEEL BAR REQ . C
EXTERIOR-
_ SIZES LISTED W/ DP
TYPICAL ANCHORS D ABOVE
K-AT87-
- O.C.
F235b
a. SEE
FOR SPACING--
•1 /4" MAX.
,".,-
SHIM
-
1 3/4" MIN.
EMBED,
EX
POCKET DOOR HOOK
ATTACHMENT ENT D.ETAILS
Flexible Vinyl FPVC Com ositlon - Team Plastics Inc.
•1. FPVC Black: Compound No. 7200-75
PHYSICAL
ASTM NO.
Dummetcr Hardness "A", 10 sec
75
D 2240
Specific Gra ity
1.43
D-792
Temile Strength, PSI
1640
D-08
Ultunate Elongetioo, %
340.0
D-638
Modulus ®100%Elongation, PSI
765.0
D-638
Im Brittiencss,
-31.0
D-746
'2. FPVC White: Compound No. 7267-75
PHYSICAL
ASTM NO.
DurometcrHartimss "A",10 sec
75
D 2240
Specifc Gravity
1.45
D-792
TcrsilcStreno,PSI
1640
D-08
Ultimate Elongation, %
325.0
D-638
Modulus C3100%Elongation, PSI
765.0
D-08
ImpacA Britticness,
-30.0
D-746
MoMcir1w
86440pitpingwi
5smrg Code
AoWiwce Not
E1radaa Date
I
1.500
D
3.500
0 �.6874
FRAME JAMB
F�-.12 1.687
Tr
1 2.250 1.132
1.750 .062
d O
390 I�
.062
—j—
fir-
- 2.798
1.590
062
.094
197 L O tl.687JO
30TTOM RAIL EXTERIOR INTERLOCK
-2.686 .844 2.280—
.09 4
162
1.710
•42
STILE O 1.655 Q9
U ASTRAGAL STILE
.376
T
1.218
1.619
7
INTERIOR INTERLOCK
1.619
150
FRAME TOP CORNER
�4
1.590
r Twn TPArV FRAVP
1.132
1.617
FRAME BOTTOM CORNER
PANEL BOTTOM CORNER
PRODUCE' REVMD
as own4latwo tie R
h"ng oa&
Date
! .FApkmim tin...
rti
FRAME TOP CORNER
00
THREE TRACK FRAME
1.250
2
OCK REINFORCING
1.500
26
AL REINFORCING
51 r
E —T
1,250
27
OCK REINFORCING
.527 FRAME BOTTOM CORNER
FT�l-
PWnuc;f ani"D
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