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FL #
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Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
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Validated By
OGb'l19VNtlED
BY
ks Lucie County �.
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> Acolication Us t > Application Detail
FL15532-R2
Revision
2017
Validated
Referenced Standard and Year (of Standard)
Equivalence of Product
Certified By
Product Approval Method
Date Submitted
i.)
Lawson Industries
8501 NW 90th Street
Medley, FL 33166
(305) 696-8660 Ext 226
tom@lawsonwindows.com
Thomas Sotos
tom@lawsonwindows.com
Nelson Erazo
8501 NE 90 Street
Medley, FL 33166
(305) 696-8660 Ext219
nelson@lawsonwindows.com
Steven Bailey
8501 NW 90th St.
Medley, FL 33166
(305) 696-8660 Ext 287
steven@lawsonwindows.com
Windows
Mullions
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
Year
TAS 201
1994
TAS 202
1994
TAS 203
1994
Method 1 Option A -Sup
03/08/2018 Lh U
:�
Date Validated
Summary of Products
05/14/2018
FL #
Model,I
Number or Name
Description
15532.1
Lawsoril
Impact Aluminum Tube
Lawson Impact Aluminum Tube Mullions - With and without
Mullions
Steel Reinforcing
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Y
s
FU5532 R2 C CAC 17-1212 24 pdf
Approved for use outside HV
Z: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/30/2018
Design Pressure: +150/-150
Installation Instructions
Other:
FL15532 R2 II 17-1212.24..2df
Verified By: Miaml-Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
back Next
:: 2601 Nair Stone Road, Tallahassee FL 32399 Phone: 650 :07-1024
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are pubfrc records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official co munication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an errlail address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
R79 9
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Safe
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Prociud /nPLf ]I Menu > P_mdu UcLi F DJLSa Jon Search > Qp to icatiqj Ust > Application Detail
FL15441-R3
Application 'type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Re
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product
Certified By
Product Approval Method
Lawson Industries
8501 NW 90th Street
Medley, FL 33166
(305) 696-8660 Ext226
tom@lawsonwindows.com
Thomas Sotos
tom@lawsonwindows.com
Nelson Erazo
8501 NE 90 Street
Medley, FL 33166
(305) 696-8660 Ext 219
nelson@lawsonwindows.com
Steven Bailey
8501 NW 90th St.
Medley, FL 33166
(305) 696-8660 Ext287
steven@lawsonwindows.com
Exterior Doors
Sliding Exterior Door Assemblies
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
Method 1 Option A F
v
IF, --=
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
summary of Products
03/08/2018
03/27/2018
03/29/2018
.I
FL #
Modell
Number or Name
Description
15441.1
9000
luminum Sliding Glass Door -
9000 Aluminum Sliding Glass Door - Heavy Reinforcement
Heavy
�teinforcement
XX, OX, XO, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp,
pXXXX, pXXXXp, OXXXp, pXXXO Configurations
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ:
Approved for use outside H71HZ:
s
Yes
FL15441_2 C CAC 17-1212_08" f
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/26/2022
Design Pressure: +77.8/-11041
Installation Instructions
Other: Glass lites wider than 3
" shall have two setting
�L151�F1 R3 II _17_121Z.08,t1df
blocks per FBC requirements.
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i
15441.2
9000 Aluminum
Light ieinforcement
Sliding Glass Door -
9000 Aluminum Sliding Glass Door - Light Reinforcement XX,
OX, X0, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp, pXXXX,
pXXXXp, OXXXp, pXXXO Configurations
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ:
es
Fi ] 5441 R3 C CAC IZ• 121)_.07.pd_f
Approved for use outside HVHZ:
Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/26/2022
Design Pressure: +77.8/-99
Installation Instructions
Other: Glass lites wider than 3
" shall have two setting
FL15441 23 II 1]_i212 U7,.WE
blocks per FBC requirements.
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i
15441.3
9000
luminum Sliding Glass Door -
9000 Aluminum Sliding Glass Door - Without Reinforcement
Without
Reinforcement
XX, OX, XO, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp,
pXXXX, pXXXXp, OXXXp, pXXXO Configurations
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ:
es
FL15441 R3 C CAC 17-1212.06.Ddf
Approved for use outside HVHZ:
Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/26/2022
Design Pressure: +64/-89
Installation Instructions
Other: Glass lites wider than 3
" shall have two setting
Ft,15441 R3 IjL,.17_•1212_06.p�f
blocks per FBC requirements.
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
i
15441.4
9200 Impact
Aluminum Sliding
9200 Impact Aluminum Sliding Glass Door - XO, OX, XX,
Glass Door
OXO, XXX, OXXO, )XXX Configurations including L, R, &
Double Pockets
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ:
.,es
FL15441 R3 C CAC, 17-1212.05.IJdf
Approved for use outside HVHZ:
Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/13/2023
Design Pressure: +76/-85
Installation Instructions
Other: Glass lites wider than 3
" shall have two setting
FL15441 R3 II 17-1211.05,E
blocks per FBC requirements.
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Bac7c Nex!
Contact_Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO a Imply oyer. Cowricht 2007-2013 State of Florida. : Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are pufilic records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
jmail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 4012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used forofficial co munication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an eail address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
MIAMI•DADE MIAMI—DADS COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGiJLA T OR Y AND ECONOMIC RESOURCES (Ici,R) 11805 SW 26 Street, Room 208
BOARD AND CODE AD,1!.1INISTRATION DIVI5ION T (786) 315 2590 F (786) 31 S 2599
NOTICE OFACCEPTANCE (NOA)._ � ww�v mlamldude.t?ovrecanotnv
Lawson Industries, Inc.
8501 NW 90th Street
Medley, FL 33166
_i.OPE:
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 ltiliarni—Dade Cout.ty) andl or the AHJ (in areas o&ther than. hl mni—Dade Coun y) reserve the right to
have this product or material tested .for qu�lity 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 ALIT 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 determin?d by Miatn.i---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 HuiTicane Zone.
DESCRIPTION: Series "SDG 9200" uminum Sliding Glass Door (Steel reinforced)— L.M.I.
APPROVAL DOCUMENT: Drawing N . L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding
Glass Door (LMI)", sheets Ol through 14 of 1.4, prepared by manufacture, dated 09/25/12 and last revised on
NOV 21, 2017, signed and sealed by Tho as J. Soto, P. E., bearing the Miami —Dade County Product Control
Section Revision starnp witli the Notice o'i Acceptance number and Expirat.t7n date by 'the M_iarni I de County
Product Control Section.
MISSILE IMPACT DATING: Large a d Small .Missile Impact Resistant
1. See Design Pressure (DP) Vs door siz , glass type, .rehiforcements, sill type and configuration in sheets Z,
sheet 5 and sheet 8.
2. Sbe pocket installation detail in sheet i land notes #15 and 416 in sheet 1.
3. Applicable Egress r ;qutrer`ii eats to be relriawed by AIIJ.
LABELING: Each unit shall bear a peiuxlanent label with the manufacturer's lame or logo, city, state, series,
and following statement: "Miami —Dade Co} my 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 buildingcode negatively affecting the performance of this product.
ITRNIENTATION of this NOA will occur
the materials, use, and/ or manufacture of 1
liroduct, for sales, advertising or any othet
with any section of this NOA shall be cause
ADVERTISEMENT: The NOA number
by the expiration date may be displayed in
shall be done in its entirety.
INSPECTION: A copy of this entire NO,
and shall be available for inspection at the j
This NOA revises & renews NOA #14-0S
E-4 and. E--5, as well as approval document
The submitted documentation was reviewe,
�`�; MIAMFUADE CC? Y
•e t
after the expiration date or if there has been a revision or change in
ie product or process. Misuse of this NOA as an endorsement of any
purposes shall automatically terminate this NOA. Failure to comply
for tenui.nation and removal of NOA.
preceded by the words Miami —Dade County, Florida, and followed
advertising literature. If any portion of the NOA is displayed, then it
shall be provided to the user by the manufacturer or its distributors
tb site at the request of the Building Official.
)8.02 and consists of this page 1 and evidence pages E-1, E-2, E--3,
mentioned above.
by Ishaq I. Chanda, P. E.
NOA No. 17_121 2,05
Expiration Date: February 1.3, 2023
Approval Date: January 257, 2018
Page I
Lawson Industries, Inc.
1. Evidence submitted in
A. DRAWINGS
1. Manufacturer's die
(Submitted under)
2. Drawing No. E92
(LM1)", sheets 01
latest revision "B",
B. TESTS
1. Test reports on: 1) Ur
along with marked -up
prepared by Hurrican,
3269, dated 05/16/11,
HETI 11 3329, date(
06/13/12, HETI-12-4
Rafael E. Droz-Seda,
(Submitted under prel
2. Test reports on: 1) La
2) Cy
along with marked-uf
Door, prepared by 1:
11.-3270, dated 05/1
10/03/11, HETI 11: 2
4052, dated 07/10/12,
and sealed by Rafael I
(Submitted under prei
3. Test reports on: 1) Un
2) La
3) Cy
along with marked -up
Door, prepared, by Ili
4041, dated.l.0/12/12,
(Submitted under prej
4. Test reports on: 1) Aij
2) Un
3) W,,
along with marked -up
Door, prepared by Hu
3291, dated 07/15/11
Rafael E. Droz-Seda, J
(Submitted under pre)
files
and sections.
is NOA No. I2-1204.12)
)1, titled "Series SGD--9200 Aluminum Sliding Glass Door
h 14 of 14, prepared by manufacture, dated 09/25/12, with the
04115115, signed and sealed by Thomas J. Soto, P. E.
iform. Static Air Pressure Test, Loading per FBC, TAS 202-94
drawings and installation diagram of an Aluuminum SGD,
Engineering & Testing, Inc., Test Reports No.'s riET1--11-
FIETI-1.1-3292, dated 10/20/11, UETI 11-3274, dated 10/20/11,
01/16/12, HETI 12-4040, dated 10/12/12, HETI-12--4051, dated
)53 and HETI-12-4064, dated 09/24/12, all signed and sealed by
'. E.
ious NOA No. 121204.12)
ge Missile Impact Test per FBC, TAS 201.-94
.lie Wind Pressure Loading per FBC, TAS 203-94
drawings and installation diagram of an Aluminum Sliding Glass
urricane Engineering & Testing, Inc., Test Reports No.'s HETI-
5/11, HETI-11 3275, dated 10/20/11, HETI-11 3307, dated
314, dated 10/20/1.1, HETI--1.1-3330, dated 01/16/12, HETI-12-
HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed
Droz--Seda, P. E.
ions NOA Aro.12--.1204.12)
form Static Air Pressure Test, Loading per FBC, TAS 202-94
ge. Missile Impact Test per FBC, TAS 201--94
:Hc Wind Pressure L oading per FBC, TAS 203-94
drawings and installation diagram of an Aluminum Sliding Glass
cricane Engineering & Testing, Inc., Test Report No. HETI-12-
;igned and sealed by Rafael E. Droz--Seda, P. E.
ious NOA No.12-1204.12)
Infiltration Test, per FBC, TAS 202-94
form Static Air Pressure Test, Loading per FBC, TAS 202-94
ter Resistance Test, per FBC, TAS 202-94
drawings and installation diagram of an Aluminum Sliding Glass
ricane Engineering & 'Testing, Inc., Test Reports No.'s HETI-11-
and HETI-11-3292, dated 10/20/11, both signed and sealed by
'. E.
IV()A .No.12-1204.12)
Ishaq 1. Chanda, P. E.
Product Control Examiner
NOA No. 17-12 ] 2.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-1
Lawson Industries, Inc.
B. TESTS (CON T WITE D)
5. 'Pest reports on: 1) Ai
2) Ur
3) W
4) La
5) Cy
6) Fo
24
along with marked—ul
Door, prepared by Ht
3313, dated 10/20/11,
(Submitted under prei
6. Test reports on: 1) Ai:
2) Ur.
3) W,
4) La
5) Cy
6) Fo:
24
along with marked—ul;
Door, prepared by F
3078, dated 01/10/02,
FTL-3572, dated 09/(
dated 04/ 18/02,FT.I;
dated 06/20/02, FTL-
signed and sealed by J
(Submitted render prey
C. CALCULATIONS
1. Anchor verilicadon c,
by manufacture, dated
2. Glazing complies wit
D. QUALITY ASSURANCE
1. Miami —Dade Deuartni
E. MATERIAL CERTIFICA'I
1. Notice of Aeceptanei
"Kuraray PVB Glass
2. Notice of Acceptance
"'Kuraray SentryGla.
3. Noticc of Acccptance
their "Saflex CP -- c
Core" dated 06/19/14,
L�l
Infiltration Test, per .FBC:, TAS 202-94
.form Static Air Pressure Test, Loading per FBC, TAS 202-94
ter Resistance Test, per FBC, TAS 202-94
ge .Missile Impact Test per FBC, TAS 201-94
;tic Wind. Pressure Loading per FBC, TAS 203-94
ced Entry Test, Type "C" sliding door, Grade 10, per FBC
1.3.2.1, TAS 202-94 and. per ASTiVI F 842-04
drawings and installation diagram of an Aluminum Sliding Glass
.ricane Engineering & Testing, Inc., Test .Report No. HETI-11—
igned and sealed by Rafael E. Droz—Soda, P. E.
sous NOA No.12-1204.12)
Infiltration Test, per FBC, TAS 202-94
form. Static Air Pressure Test, Loading per FBC, TAS 202-94
ter Resistance Test, per FBC, TAS 202--94
ge Missile Impact Test per FBC, TAS 201-94
slit Wind Pressure Loading per FBC, TAS 203-94
-ed Entry Test; Type "C" sliding door, Grade 10, per FBC
1.3.2.1, TAS 202-94 and per AST.M F 842-04
drawings and installation diagrarn of an Aluminum Sliding Glass
+nestrati6n Testing Laboratory, Inc., Test Reports No.'s FTL—
signed and sealed. 'by Luis Figueredo, P.E.; FTL-3525 and
)/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424,
3425, dated 04/29/02, F T I,3426, dated 04/26/02, .it+ T L-3492,
340, dated 06/24/02 and FTL 3516, dated 07/12/02, all
mes G. Worth, P. E.
NOA No. 02-1126.04)
>ulatiuns tttid structural analysis, i orttitiyi.t.►g ivitlt. FBC, prepared.
i/28/15, signed and sealed by Thomas J. Soto, P. E.
ASTM E1300-04/ 09
t of Regulatory and Economic Resources (RER).
No. 14--0916.10 issued to Kuraray America, Inc. for their
Interlayer", expiring on 12/11/16.
No. 14-0916.1.1 issued to Kuraray America, Inc. for their
;@ Interlayer", expiring on 01/14/17.
`do. 14-0423.15 issued to Eastman Cftemicall Company rn'Li) for
atlex and Saflex IiP Composite Glass Interlaycrs with PET
expiring on 12/11/18. /
-�-
IshaA L Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
E xpiratiou mate: February B, 2023
Approva[Date: January 25, 2018
E-2
Lawson Industries, Inc.
F. MATERIAL CERTIFICNI
4.
Notice of Acceptanc
"Kuraray PVI3 Glas;
5.
Notice of Acceptanc
"Kuraray SentryGla
6.
Notice of Acceptance
their "Saflex CP -
Core" dated 06/1.9/14
7.
Notice of Acceptance
their "Saflex HP Cl
04/14/18.
u.
Notice. of Acceptance
their. "Saflex Clear ai
9.
Technical data sheet c
75 (Black), published
G. STATEMENTS
No. 14-0916.10 issued to Kuraray America, Inc. for their
Interlayer", expiring on.12/1.1/16.
No. 14-0916.11 issued to Kuraray .America, -Inc. for their
9 Interlayer", expiring on 01/14/17.'
Jo. 14-0423.15 issued to Eastman Chemical Company (MA) for
flex and Saflex. HP Composite Glass Interlayers with .PET
expiring on 12111 A 8.
4o.14-0423.16 issued to Eastman Chemical Company (MA) for
;ar or Color Glass Interlayers" dated 06/19/14, expiring on
o. 14-04123.17 issued to EastmnAX Ch%-m-1cal 'Company (NW, for
Color Glass Interlayers" dated 06/19/14, expiring on 05/21/1.6.
flexible vinyl compound FPVC 7267-75 (White) & kPVC 7200-
Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc.
1. Statement letter of conformance to and complying with FBC 5"' Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2. Statement letters of nc financial interest, independence, conformance and complying with
FBC-2010, issued by I anufacture, dated 12/03/12, signed and sealed by Thomas J. Soto,
P. &(Submitted uude i previous NOA No.12-1204.12)
3. Laboratory compliance letters for Test Reports No.'s HETI 11-3269, dated 05/16/11,
HETI-11 3270, dated 05116111, HETI-113271, dated. 10/20/11, HETI-113272, dated
10/20/11, HETI--113274, dated 10,120/11, HETI11 3275., dated 10/20/11, HETI-11-
3291, dated 07/1.5111., HETI11-3292, dated 10/20/11, HETI-11 3307, dated 10/03/11,
HETI-1.1-3313, date 10/20/11, HETI41-3314, dated 1.0/20/11, HETI-11-3329, dated
01/16/12, HETI-11-3330, dated 01/16/12, HETI-12--4040, dated 10/12/12, HETI-12-
4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12,
HETI 12-4053, date 09/24/12, HETI-12-4054, dated 09/24/12, 11ETI-12--4064,
dated 09/24/1.2, and HETI 12-4065, dated 09/24112, all issued by Hun-icane
Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No. 12 1204.12)
Laboratory addenduni letter for Test Reports No.'s H + TI-I1 3269, HETI-11-3270,
HETIr-11-3271, kIETI-17 3272,HETI :.1--:?277, HETI41-3275, kH;TI-lI-?291,
IFIETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HE TI-1 1-3329,
HETI-11-3330, HE'I'I-12-4040, HETI 12-4041, HETI-12-4051, HETI-12-4052,
HETI--12-4053 , HE'TI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13,
issued by Ilurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P. E.
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
1111
Lawson. Industries, Inc.
F. STATEMENTS (CONTMUEb)
4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI41 3270,
HETI-11 3271, HETI-11-3272,11ETI-11-3274, HETI-113275, HETI-11 3291,
HETI-11-3292, HETI-11-3307, IIETI-11-3313, HETI-11-3314, I•-IFTI-11 3329,
HETI-11-3330, HETI-12-4040, HETI-12-4041, B ETI-12-4051, HETI-12-4052,
HETI-12-4053 , HETI-12--4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13,
issued by Hurricane E� gineering R Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P. E.
(Submitted under previous NOA No.12-1204.12)
5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E.
6. (Submitted under previous NOA No.12-120412)
7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, 1-1.1 .
(Submitted under previous NOA Mo.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. 02-1.126.04)
9. Laboratory compliancy letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s YrL-3�525 and FT.If3572, dated 09109/02, both signed and sealed by
Joseph C. Chan, P. E.
(Submitted under previous NOA No. 02-1126.04)
10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3 24, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated
04/26/02, FTL--3492,1dated 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.
(Subiitted 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
"SGD-9200 Alumin m Sliding Glass Door - L_M.I.', approved on. 01 /31 /1.3 and
expiring on 02/13/18.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. I,9200-120:
(LMI)", sheets 01 througl
revised on NOV 21, 2017
Note: This revision consist of
B. Test
1. None.
be`r C, titled "Serves SGD-9200 Aluminum Sliding Glass Door
14 of 14, prepared by manufacture, dated 09/25/12 and last
signed and sealed by Thomas J. Soto, P. E.
editorial changes of FBC 2017 (GU' Edition) code compliance.
E-4
Ishag It Chanda, P. E.
Product Control Examiner
NOA. No. 1.7---1212.05
Expiration Rate: February 13, 2023
Approval Date: hnuary 25, 2018
Lawson Industries, Inc.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICA ONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Pormer E.I. DuPont
DeNemours) for the "Sen ry Glass ® clear & white interlayer', expiring on 07/04/18.
2. Notice of Acceptance No.16-1117.01 issued to Kuraray America., hie. for their "Trosifol 0
Ultraclear, Clear and C for PVB Glass Interlayers", expiring on 07/08/19.
3. Notice of Acceptance No. 15-1,201.1.1 issued to Eastman Chemical Company (MA)
(former So.lutia, Inc.) for e "Saflex* Saf'lex Clear & Color glass intetlayer", expiring on
05/21 /21.
F. STATEMENTS
1. Statement letter of conformance to IaBC 201.7 (6t'' Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, Y.E.
G. OTHER
1. This NOA revises &
4-0908.02, expiring 02/13/23.
Ishacl L Chanda, P. E.
Product Control Examiner
NOA No. 17--1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-5
SEE BELOW SEE OSLO. 6F.F. BR -
NOTE 15. NUIE e5. (t''NOW 16.-
c ri 1 a �% X ,f 1I 4. Ysf t;
11 P• P" ` O• 4+ 4•
W •4 '0' � IiJ 'P .O I •P
X-LP or RP-X
zu/L1 - xx F
XXXX-LP 41 RP-XX 41 LPr-y+XeI-11XX_:�
t�
t D/2T - RP
zo/zr
/7T Op
ranrt r.AEr s1ro
RIGHT POCKCT SHOWN
(TER POCKET DPPOSPE)
FT POCKS; OPPOSITE
DEFT )
SEE AFLOw
NOTE 1S.
-
20/2T - LP/RP
CF}
f��
>
^5
•P
^D
•P
•4
- •4
SEE BELOW 95.
-NOTE es.
0
LL• j�
pf(
4v/O61 - xxxx o. LP- XXXX RP`-XXXX 11
�67 4D/d `
.�
40/2T - LP/RI
40/3T - LP
L r rKICNET SH01W1
(Po(#ff 1 U=Et OPPOSrE)
T 30/3T - XXX T
L.P- %X or RP-XXX
P-N-
NOTES:a-
I) REFER TO SHEETS 0 QF 'd
ro9 GIAZ, OPTIONS AND DP CHARTS.
40 2T LP
-rlL�1J�`
2) REFER -0 SHEETS 9. 10 & 11 OF Id
LETS POCKS' SNOST
3D 3T
/ ....
FOR iYTOS CROSS-S_CTIOY OELVLS. (4
3) REFER TO SHEE S 9 OP 14
FOR TYPICAL ANCHORS AND NOTES.
OHT POCKET OPP051L)
4) PANEL STACK CONFIGURATIONS ARE
AF.VFRSIBLE
5) rOR POCKET WALLS SEE GENERAL
3D/3T - LP
NOTES %15 & 16.
R*HT PCCKFT SHOWN
(LEFT POCKET OPPOSITE)
Yq
N
- -
zo/zr - xo zo/zr - ox 3D/2r - oxo
SrE BELOW SERIES:' SGD-9200
NOTE 15.-
�� IMPACT SLIDING GLASS DOOR
mf
'General <QoLes:
4, I G•j- 1.) THIS DOOR OYSTER IS DESIGNED AND TESTED TO COMPLY X/ THE REQUIREMENTS
4• OF THE FLORIDA BUILDING CODE (20t4-5th Edition & 201V Gth Edition)
INCLUDING THE 1Ilot, VELOCITY
HURRICANE ZONE VEIDCITY (HVHZ) AND
ASTM 130D-04. THIS PRODUCI'13 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
"4 r 2.) WOOD BUCKS SHALL DE INSTALLED AND ANCHORED SO THAT 'f1iE BUILDING
2T T RESISM THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREI[ENTS
XXXX.-RP OF THE FLORIDA BUILDING CODE. & TO BE REVIEWED BY BUILDING OFFICIAL,
3.) ANCHORS SHOWN ABOVE ARE, AS PER TEST UNITS. ANCHORS ON AL. DOOR
S12E5 ARE NOT TO RXCF.ED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND
AS TABULATED ON SHEETS 2. 6. & 8 0l 14.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO SE
ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO
HE REVIEWED BY BUILDING OFFICIAL,
5.) A LDAD DURATION INCREASE IN ALLOWABLE STRESS 13 USED IN DESIGN OF
�!{ ARCHORS INTO GOOD ONLY.
9.) DOORS ARE QUALIFIED FOR USE WITH SINGLE CIAZE ILS, IAMBTATED GLASS
d TYPES TABULATED HEREIN (SEE SHEETS 1 2. 5, & 8).
T) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. S. T. 0. 10.
k 11 OF 14.
0.) I=, & TNT. FALSE COLONIAL MUNTINS ARE OPTIONAL, & AND TO BE APPLIED
K/ srucONE.
•t 0.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST HE PRESSURE TREATED AND
ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION, WOOD RUCKS TO BE
y AWCHORF.D IN COMPLIANCE. WITH THE FLORIDA BUILDING CODE CHA%'F'it
1024.
d .) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED
PANELS. AIL. MOVING PANELS. INCLUDING WITH OR WITHOUT (LIT-RII) POCKETS.
11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED
PRODUCTS USING A NlAtli-DADE COUNTY APPROVED MULLION IN BETWEEN ARE
ACCEPTABLE BUT UT
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. 0. T. 9. 10.
I. II OF 14.
13.) ALL RLTAL,/STRIS, IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS
TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.
I4.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SIIFrr B OF 14. REFCR
TO SITRFT 11 OF 14 FOR ADDITIONAL DETAILS.
15J POCKET WAITS ABE NOT PART OF THIS APPROVAL.
16.) POCKET WALTS SHALL BE UNDER SEPARATE. APPROVAL AND TO BE REVIEWED
BY 'IRIS ENGINEER OF RECORD (EOR).
aTlm,
NOTES. .2_p.90 'No'6. 3._134- a
1) REFER TO SHEETS 2 OF It FOR 1) RTR TO SHEETS
FOR N. GLINO OPTIONS AND 0- OHMTS. GLAZING OPTIONS
2) REFER TO SHEETS 3 & t OF 1- 2) REFER TO SHFF1.
FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CRC
3) REFER TO SHEETS 3 OF 14 3) REFER fO SHEET
FOR TYPICAL ANCHORS AND NOTES. FOR rTPICAL ANC
4D/2T - OXXO
14 rOR
OP CHARTS.
T Or 14
:CTKIN DETAILS.
F 14
AND NOTES.
LAMINATED GLASS
LARGE MISSILE, IMPACT
DOORS GLAZED WITH LAVIVATED GWS I R.0 1UH
LARGE M651LE IMPACT AND REQUIRE NO SHUTTERS.
URD&TIcrIF1iVBIie Iaa vdiy Ns F:SriVa
EMI00 hre� R's
Z
1'
S
-�,. - PndKn CWlrt/
0
98 318' MAX.
0,7- DOOR WIDTH
DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" S
lF:NDMIN.AAL.-R SILLS I -GL-A-SST-YPE '-A"--L-A-,S-S,- -T,-Y"P-E'*' V GLASS TYPE V
WIDTH HEIGHT GLASS CWSTER C
--
FT./IN. T./IN. Mr. EXI. lar. 13 1/4" MAX. 4 ANCHORS
SPACING UWARON; STILE ENDS
6/8 1 56.7 95.0 56.7 65.0 56.7 75.0 MIL
S/O I "'o 5, HLATU/ MAX.
o V2 L 6"
I .3e, th,A 60 1. .1 Y. HEAD/SILL.
6/0 55.7 CORNERS
6/8 56.7 .0 56.7 65.0 56.1 75.0
(NO STEEL) i t
I a/0 6/8 56.7 85.0 56.. 683 56.7 70.0 56.7 78.8 d
I STEEL)
56.7 65.0 56.7 65,0 Y. 7/16" LAM. GLASS
- ..... . ...... -- . ...... - .. ........... ........ ... -
DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) OD
NOVIAk DOOR SIZES GLASS TYPE 'A' GLASS TYPE w1riAss TYPE 'c' CLASS TYPE
MOTH mEemr EXT. (+) IVT. EXT. (4-) V. (-) EXT. NL
rr./:N. MAN. E)(-. (1) Fl- H al
5/0 95.0 - 65.0 65.10 76J 8�5.0 7.5 75.0 T
(No -E J
...__-__...._._.__-_.......__I_....__........_....___._..._- ` "I C, ci
6/0 =>
X7. 65"
6/8. 76.7 75 75b
(NO STEEL) 76.7 95.0. 65.0 65.0 85.0
8/0
(WITH STEEL) 6/8 70.7 85.0 70.0 70.0 76.7 78.8 68. 68.8
-&S REOD.
ssz cIwir AT LEFT
STE
8/0 RJO 65.0 65.0 65,u 65.0
(WITH E L)l
1) RE'SHEETS 3 & 4 OF M
FIrR-,,,,CL C(OSS-SECTION OLINLS. 44
2) REFER TO SHEETS 3 Or 14 0
-D. 4- L UPG.
FOR TYPICAL AND NOTES. 50" VAX.
HORS
I 5T WAX. WifflVA
D.L.O.; pi
6/0 X 6/5 32-3/4" X 74-1/4- LARGE MISSILE IMPACT ] �2._k)DP3 TWQ FR K
X0 ox 8/0 x 6/8 44-3/4" X 74-1/1.
A[jefj(� 3 E �VF,E) UNIT
_g,'_ONflQ�UR6L.Q�N-c; 8/0 X 8/0 44-3/4.' X 90- /4 DOORS GLAZED MITI I LAMINATED TESTED
(TER PANEL STACK CONFIGURAT:ONq SEE SHEET 1.) [LARGE MISSILE IMPACT AND
RIAR NNvI 17 -PmB -.-o -m"B
:3/96* HEAT STREWD GLASS 3115- HEAT ,�RtN'Q SLASS 3/16- HEAT STREN'V J/18' MAI SIR.N'U CLASS
x30 ;.Tin�r.R MO PIZ. WERLAYEM .090 SA -%Ex Hp uvu Irvn -w
-tqGI
A-- Inc. E-- C.. C-7W Co.
-3/16' MAr SIREN'D GLASS -3/16" IEAT STREN'D CLASS AGO ucAT smEprD GLASS
@ .. , I : . 6 H T STREN 0 CLASS
SUCONE SUCWL In 9LICONE suc ,
MWE-WREHEAl 5731 CN ULAD 57JI GE-molcwhl .57.1,
:3 b90 001 CORNING 699 ao COHNNG 8 '9 CORI 4
14L.Co u 2 Ty 2 TK.00 SPECIRLIA I paolloctREVIlwo
2 n'vmCC S'Erm' n 4D bsoacm
Rvimk.
1 *ml
GLASS TYPE 'A QW$-TYEE 'W PLASS-TYPE 'C
SEE ELEv. FOR SPAC— I Tv CAL AN1H0n IN -AIRS NCTAL \ "
SEC ELEV. FOR SPACING TYPIGL ANCHORS IN rNRS sTRVCNRE
1 • 41iR, SEE ELEV. FOR SPACNG N °"'
a / s 1D•� •. a : /'wooD DDGK S,� I � � ? � m o' � � a
EY2E0.
.. ..
��nn•.' "l Nr.•iT N.•u K p
,y}NUIT: 'RVC7VRE ATTAGIINR[R D6TAI19 O^ G Z C m
N1. ei Srrn I. cpurAcr mIN min
MiO. ALUM, TD DI PAINTED OR PIAlEO.I�d 1IS <'Ff J.p2_ METAL SRUCAU &-
OAu Oiit. Typ.) PTIM \c ORS N PAIRS � A) SFCEL : fY - S6 K9 1o`F. rb O 1
.E ELN. FOR SPACIAO 1YF'IGL AT.'IRFIS IN PAIRS ($TELL 12 M VIN. THCi( - 0.105")
.1 A1 sFE CLEV. AOR SPAc- R) ALUI-'MY : 60S " MIN. Z A o N
(ALUM. 0.078" MN. 7w.) `y
I'i ( ID 1 EE . TES FCR SPACINOI s Eaq
+ 2Bi Wood D�cA swam. -.
I i• (6jII I n II I weed s w.../ (sc) ^� p
I6 u°wt-DIME CoU`,w
.,_ .aY nun, Pro.F a �o MULUON
Sfl: "AAM1E NO S
I 1 IiI Ili I Tn4•-LAN1NAro GLAss _ l� } � � " 1 �!� a d
d 2e iF
! !' NOTES: i) RFFEft TU 5HEEr 2 OF 4 �- �.5 4• MiD. ''-"��(\T u
sli� FOR GLAZING OPTIONS AND OP CHARTS. Edge list. 4 (n I
yy 'I I I 1 2) REFER T.
SHEET 4 OF �4
FOR HORIZONTAL CROSS $LOTION DETAILS. "`"'-'"'� '--"- t p N 4
a w _J_ I, 3) REFETO SIZ 2 OF �{ WOOD BJCKS M'0 METAL STiUGTURG NUI BY IAw50N
O �Y OUST SUPPORT LOADS IMPOSED BY GLAZING sYsnou PRO l/!
i = J W K I' FOR 'MAX. ANCHOR SPACINGS. TRAVSFER THEM TO 1HF MnIDLNG ITRUGTURE. +�
TYPICAL ANCHO[2�: SF.F. ELEV. AT SHEET B FOR SPACiNO o h N
ANCHOR TYPE CHART INCONC. ar WA.nONRY min. �
11d� I I! II ANCHOR OPl10Ns IICAO-SRL IARU 6mpedmen ttdpe Dif4 C-ncFele RI
ELCO VLr21„_0.4 f/.• !/1 . F J/.' f' ).fl5 K>i _ $I A e 5
INII DEx 1/.' .' J.2 X. a hl 6f CIA
[I w BUILDE% ] efi' I FRODUCFRRVisw F R EB
a Ed�S KN - J.2N:i
ANCHOR TYPE CF(AR7 IN 2% WOO
D BUCK min. icdelA CA,, rae .. y ' s
1 1) 1('� I Iti' P• 1/N' �tSil n ANCIIOR OPTIONS ReAO-SILL fA1/0 Bm6vdm°n Ed DI°L Eu T-vd Amepleee<N41 Sr:L RISERRfuW 11111"1 TO ILLILYF1 2 Z
10 ,II �I� I1111 LCPN:.4 G UNIT - J12 I 1/.• r ss sO �'� •PfO�i°C :�! IS
N I s.vs. om- z%) J12
1
M
TA STRUCTURES
cF� TU ES S.CRtwS
f0 INTO METAL STRUCTURES �dm1 .• dl
STEEL : 12 CA. MIN. (Fy - 36 KS] MHM.)
ALUMNUM : 1/8. 7HK. MIN. (6063-TS LIN.)
!I 2 (STEEL IN CONTACT \'Hall ALUMINUM TO BE PLATED OR PAINTED) ,NLS
114 min= d12_SMS °4 'A ,;•`,),,ttTrf.11rlr!!az INTO APPROVED MULLIONS (NO SHIM SPACE) 4T; •••...1
$G2
! -pI MIC_AlEQ_CIS CE shin ''n
I
(1/4') INTO CONCRETE AND MASOC£NRY u 1' MIN. (ELCO ULTRACON) 1
J""'"')'—""'^"' --'- ^ �'' •- ° • • (1/4') -NO CONCRETE AND MASONRY m 4" MIN. (ITY/ RUILDE%) '•��' , IF D::
'Z•. MIw °•20 EOOnI EINTO WOOD * r (3/1B7 INS' YIN. (RW BUILOE%TO CONCRETE AND MA50NR:'
Vo a Cl i
Mu. JilivEd.F n •i.• npCON w nPPR0VC0 8Y �ORP INTO METAL STRUC
STRUCTURE 1' TAN. a(R (�- r, i� `• �� °� 1
SS • .' TYP. , I a,.• NIN ENEEn INTO 3.2 R.c-I G• RIRE a J/A• MIN.
I— ---- I rRDH CMNCRS s SEc ELEVATION AT SHEET S ALANTS: 6 p�R '1'A ,^• e^� 4 '✓�Er3-
2 OF 1. FOR PAR MACIND., :• F;. 1 T>\�
-n-zl:rt:a, Ha: Me:vct- FRAME AND V:NT CORNETS AND IYSTALLA^ON SCREWS AT SILL .oF y;aii5iT9f5•\ G +aA -I Oinizurn 9 R.i ITC" MC•IDRS W PAIRS'
-SCE ELEY. FOR sm�NG SEALED WITH WHITE/ALUMIV'!M COLORED SEALANT.
TYPICAL ANCHORS N M45
SEE ELEY. FOR SPACING
j4u MAX* w` I C
ANCIIORS IN —
l. FOR WACPJG
1/4" MAX.
NOTE:
1. AU STEEL IN CONTACT WITH
ALUM. TO DE PAINTED OR PI1
2. METAL STRUCTURES:
Al STEEL : Fr c 36 K51 MIN.
( EEL 12 GX DIN. THICK
O) ALJMINU�N . GOCS-TO MIN.
(ALUM. DOW MIN. THICK)
NOTES: I) RE11:11 10 SHEET 2 OF 14
FOR GLAZING OPTIONS AND OP CHARTS.
21 REFER 10 SHEET 3 OF 14
FOR VERTICAL CROSS-SECTION DETAILS.
3) REFER TO SHEET 3 OF 14
FOR TYPICAL ANC'
IORS ANU NOTES.
I) REFER TO SHEET 2 OF 14
OIj Fdli MAX. A1'Cfttrt SPA,&GS,
1/4" SHIM
wm o.7
SNOT PEW. ON 25
0/O Z B 0 SAES
Sf 1. 1 DN SHEET 2 OF -
EXTERIOR
2D/2T — 3C0 (Shown) DOOR WIL'nl
2D/2T — OX (Reversed)
ANCHOOS IN PtiRS
I EON S_.NO
• I tRODUCEREYICEO
__.__ ' uieyl?6jMi16TLT VlelO1
• • Mcept:os N� I 11.12.0 $�
t�E1.nM.11 heL� z
ol�
I
oxxo
�s
I'-
OXO
APPROVED C�PNFIGURATIONS
(FOR PANEL STACK CONFIGURATIONS SEE SHEET I.)
fiJL9 N`M 17
3/16" NUT S:REN'D MU
090 R 9 INTE9IAYER
T-i?.1 b,
W KRr9r°Y AmnrK9 InC.
3/16" MEAT STREN'O MASS
L
EEE
n
mC
NNO 699 5T.11 T6ENCE..005 CCTOUM 2
GLASS
TXPF. 'D'
-L•-O
C60L6
3/I6" HEAT S EN-D CUSS
.090 INTERIAYER
y
Y �a1
snniryc;�ome eT:
Kn•n Y °ncrrn Ine.
Z m
((("""3/1G- HFAT SMEN'D MASS
/ 6AICONE
�
SCNNkG•uOREMFAD 5T51
DOE CORNING 699
It mENcO srecmuu 2
01,ASS au 'A'
cLezR:G OFT^ILS
�v.
19R 1/4' MAX.
13" MAX. 1Y1'.- DOOR WIDTII CLUSTER OF
AT HFAI1/ ILI. ° ANCI1095 6" MAX
I �-S-'-� HEAD/SILL
_I_JJ -L
R ]/16" OVON1,1, UM. MASS
,�
E
R
R
i
1
I'
R
0pp n
I
II
R
1
I
N!7NTORCIN6
P:
As
As nTn2.
44 ,S/M1" MAX_ fl01E9
G' MAX. D.L. GPO. - -- I) P.EFER TO SHEETS 5 @ ? or in
FOR TYFICA, CROSS-SECTION DETAILS.
:EL WIDTH 50" MAX.
-� 2f RETF.R TO SHEETS 6 OF 14
PANEL WID'H FOR TYPICAL ANCHORS AND NOTES.
- TN',9,...TRACK
-4.J�9_pR
ELEVATION LAMINATED GLASS
TESTED UNIT LARGE MISSILE IMP-ACT-1
COORS GLAZED WITHLAMINATEDCLASS RATED FOR I
- ........ ........ .-.. ...____.
DESIGN LOAD CI�ttPACITY
GLASS TYPES
__..._.-.
- PSF
'A' OR 'B'
PAWL AODIIT
rT./w.
DOOR HEIGHT
(
STANDARD SILL
EXT. (+) INT. (-)
2-1/4" RISER
EXT. (+) INT. (--)
_
3" RISER
EXT. (+)iINT. (-)
2/6
3/0
40.7
40.7 -
_ 60.0
60.0
56.7
55> 7
60.0
60.0
60.0
60.0
-
60.0
60.0
�60.0
3/6
4/0
6/9
40.7
60.0
56.7
60.0
60.0
`
a0.7
I 60,0
56.7
60.0
60.0
4/6
60.0
M10.7
60.0
56.7
....60.0
60.0
60.0
4/11
r 40.?
60.0 I
56.7
60.0
60.0
60.0
2/6
40.7
60.0
56.7
60.0
60.0
60.0
3/0
3/6
8/U
^�•40.7
40.7
-..
60.0
60.0 l
56,7
56.7
-
60.0
60.0 _
60.0
.'
1--60.
60.0
4/G
10-7
60.0
56.1
6G.G
60.0
I 6C_0�
LARGE MISSILE IMPACT AND REQUIRE, NO SPUTTERS.
Wt008CPiICIREW
u®"vwmlkr%w("
6m41ftC41M
harpinma Nc 17 t2(2,OS
L.pMYw MK_?cJL3�L=
ly, aAaE3.ew
E
PANEL MAX. D.LO.: yy
3/0 X 6/6= 32•-3/4" X 74-3/4" .3E
4/0 X 6/8 = 44-3/4" X 74-3/4" €�
4/i1 X 6/8 =55-3/4" X 74-3/4"
3/0 X 8/0 - 32 -3/4" X 90-3/4" n
4/0 X 8/0 = 44-3/4" X 90-3/4-
o
c._.
T,3 A
� z
o o
d
4IiT
y?
Ln
~11,..j IR
a
o acli
SEE Il MR S ACING
9/1.6• MIN.•, °
L
fi
Mn 3�1D3 ° a'° • 2: h
_ . � •d TYf
-- SNFt :nN•LRIl4
Crou1 1 AOYimum 5 N1:
YP, ANCHORS N PAWS M'T.AL NtC•iORS IN PAiFS
T Mm. S\Ev. FOR 5MCING SEC ELEV. MR SPMNC
BOCK edge rst. y� /
S E
• d T.
I-
YAIA•-LAHIHAlCO CLASS u
29
NOTES: 1) REFER TO Slh:l S OF la
FOR GLAZING OR PONs AItO DP CHARTS.
2) REFER TO SHEET 7 OF l4
FOR HORIZONTAL CROSS-�SECT:CN DETAILS,
3) REFER TO SKEET 5 OF 11<
FOR MAX. ANCHOR SPACI
UI
LA
¢ 4
I U'
LA Y1
K �
n
i1
I Ici2T.D VriTll W
LFAR S'. COVE
NU. LI;AGIH N
OF. V!Bi $l.L Y1� I I
I`l7II
K
O
me o
�+
1
II�
i
o =
A
.__.�
v Q
c
NP.T.L STRUCTURE ATTACHMENT DLSTAU
1. ALLL STEEL 1N Ce-
3
WTN
Al m OE PARNEO OR PLATED,
2, METAL STRUCTURES:
A) STEEL : Fr 36 K51 N.N.
i
R
j
A
r (STEEL 12 CA. MIN. THCK 1A 105)
B)ALU.1— 5053-115 wN.
(ILOµ 0.078' NN. iMLx)
2
•� 7
nn O
a
a
�
2RY Woad OVCA SO—. m -'--
M
N4PC STru D[ LEN
5R<cllc GtPJIr+ AFp R'0 DANIAIC
�,•�+
z
.5y r,:n, tTYP•)
SCE SEPAINTN6l
y
z
\I J. ii
�
I 4V
V
li.•.•
��" ""1
3 Id
N
a
o
3 1" Min.
Ecge Usl.
f'
Cv y4
US[ 6TPO AND METAL, STRUCUAES N07 8Y IAW$ON IN7.T-
TR SVR TO LOADS BUILDI OY MUCT G SY5T0,1 ANO
iRAVSFiR tAEM TO THE BUILDING SIRUCiLNTE.
V]
�Ki'ICAL ANCEi0R6: SEE ELEV. AT SHEET B FOR SPACING
ANCHOR TYPE
CHART IN CONIC. or ETASONRImin.)
.ECDAOPTIONS
IIEAD-SHL
)AMB H.bedm— Edge DELCO
V_CRACOY
T/�"
:/.' 1 ,I/�'
ANCHOR TYPE
CHART
IN 2X HOOD BUCK
ANCHOR OPTIOtn
HRAD-BTW.
)AI10 E»Eedmenl
FIT. D&SLLS.
(Into 2Y)
(12
F12 I I/A'
1"
1 Ii I I.IMII 1/n umLLL;ix ,Sf,L�OSI4LI.NCt SGREWS 'd.19 R'& d
RJTO METAL STRUCTURES r< •T jai JI
STEEL : 12 CA. MINI. (FY a J6 KSI VIN.)
15. n I ]0 I•I �i 1 ALUMINUM : 1/8" THK. MIN. (fi063-TS M'NJ tt,,:0"TLen L�TIT•
(STEEL IN CONTACT WITH ALUMINUM TO Be PLATED OR .PAINTED)CA
�-
nINTO APPROVED MULLIONS (NO SHIM SPACE) IR IR 0: <?:'. Lt
d (1/4') INTO CONCRETE AND MASONRY _ 7" M.N. (ELCO ULfRACON)
(1/4") •NTO CONCRETE Al MASONRY - d" 1 (RLV OUTLET%) D�oU °•+q.'•. 7. J
q" WEEP I'
• •�••-- •- - T EACH END (3/I G) INTO CONCRETE AND MASONRY = 3" .MIN. (ITW OUILIY%) 0Ei7
CM APPR— Le— BY III ,TYPICAL ANCxOFIS INTO WOOD STRUCTURE m I" U'.N.
1 3/.• l "BE0. IN10 02 RA C—IE 5• 2 PC
CUP INTO METAL $TROCRI:tC n 3/4" MIN, rah ••'•
I CORNETS U SEE ELEVATLCN AT SHOE TO NT
14 FOR MAX. SPAMMU. ���1 L '• --,•'V lCOR+E
ANC 1ORS % PAIRS FRAl AND VENT CORNERS AND U:STALLAIMN SCRE7f3 AT SILL
.Ev. rm 1-c SEALED WIr4 WHITE/ALUi!I1RJM COLORED SEALANT.
1/4" SHIM
wa. E,vfYO.j
C L C.L. OPG. O
NOTES; 1) REFER TO SHEET 5 OF 14
FOR G;ALING OPTIONS AND 0° CHARTS.
2) REFER TO SHEET 6 OF 14
FOR VERIICA_ CROSS-SECT4JN DETAILS.
3) REFER TO SHEET 6 OF 14
` %HIM
FOR TYPICAL A^ICFIORS MID NOTES.
4) RUE 4 10 SHEET ) r OF 14
FCR VAX. ANCHORSPACINGS.
HNf
/ Dlel l Q 26
SCRFF.NS OVTON4L •� � �" i F- — _
n EXTERIOR
D��/::112T — OXXO
I I - scie EJ EnrbN�i' "'
C2 PG. PNCNO,C
SEE am rortNSSPAPCMCVAMi O EXT7"OR
3D/2T - OXO
0
1/4" SHIM
Q
0
YJ
� � o
m s a
2 C7 cai
V
U
V Z
' 1
rn�
�•i�
O I j 4Zq.
---NN
w000 Duos
a ¢ 4
1
2v�
I' for
1/4" SHIM NrooD nu_N
MAX I�Jj I''^ I• ?�(:
zJ =
le
tb
�--i-----
n.L.
nwuerlcrvrer®
6.tm,nls,r Hnya
Amnuuly° I �Iz17.oC
/.lglntl.. Dam•�L -3•
�Adlln;°Nn4F -
•rs" °�,{ 189 3/4 TEST ODOR WIDTH w/ SINGLE
NON-POCKFT MAX. WIDTH 191
•I s `/ TYP. CLUSTER
1,1 1/4" MAX, YP. 4 MC
° Yf� AT HEAD/SILL AT SANOLE EN
x-RP or LP- X
a itf I y ° I C
[,Ct2/
l� (
l c G• G• t r z t: ,�
o' p uI GiI LL To
�O
XX r XX-RP or LP-XX or RP-XX-_P
� Y
1
F'
IJ
'L
..>
O•
0
4Ic
S_. NOTE p3
w 61
• %%% or RP-%%X or I.P-%NX ...... .__. ._..-. , _ Y `C X aj(I-_._'... I � .
r- a
43 I/2' MAX. 1) RiFER TO SHEETS 9. TO k tl OF 1.1
�4.B.y 3/4' MAX. O.L. 0?G, e_ 49 1/8" MAX. ��r FOR TYPICAL CROSS-5@CRON DETAILS.
a-'
PAN[l WIOiH--�IPANEL WIDTH 21
SEFER TO SHEETS 9 OF In
;j 4 - a" i FCR TYPICAI. ANCHORS AND NOTES
0.u' ZQCj K - THREE TRAC3j I'OI2 POCK 4F,T WALLS SEC GENERAL NOTES
•O N •O •4 ' i PANEI. MAX. D.L.O.: 16 AT SHEET I OF 14.
• tt� "XXXX" TYPICAL_, EVATIQy
) O• 4`' -C •J 3/0 x 6/S = 31-I/2" x 74-1/4"
xxxx or Rv-xxxx or LP-xxxx Gr RP-xxxx-LP 4/0 X 6/8 43-1/2" X 74-1/4" TESTED UNIT
APPROV 3/0" % 9D-1/4" DOORS GLAZED W17H LAMINATED GLASS RATED FOR
[).-,-C. MFIOURATIO NS URGE. 4ISSILE IMPACT AND REQUIRE NO SHUIIERS.
4/U X 8/O = 43-1/2' X 9D-1/4" t
WITH & WITHOUT PQgKQr5 --'--
(FOR PANEL STACK Co inGURAT10NS SEE SHEET 1.) DP CAPACITY - P3P (2 1/4° SILL) DP CAPACITY - PSP (8" SILL) LAMINATED GLASS
IYIDIH HEIGHT GLASS TYPE 'A' GLASS TYPE 'B' . GLASS TYPFF C1AS TYPE '8' LARGF. _MISSILE IMPACT
--tlOL6 VIN>L 17 91,1H 1'IML I7 _ _ _ _r _
-,-3/16• ITAT STREVO 41A69 ..._J/I6' NEAT STRCN'D GV.95 FT./W. FT./N. EXI. (() INT. (-) EXT, (4)I INL (-) �EXT.-(i) Ir Ni. (-) FXT. (4) Ih'T (_) I
090 Pv0 .nte,loye• II _
Sally. C'-6°De. h s.N. HP 090 PVD 'NImmv (WTI (7DR) 0/0 ! GG.7 GB.0 51i.7 Fi8.0 6fi.0 68.0 86.0 66.0
by: F 1- Gn W-I C.. a T-KII PVB (W I STEEL)
T•nr., PYi tr. >- T') SrnvyOloeY by.
c l C xu•u,oy Ama.Tce Irc. I 6/o (2DR)
m X-'.y nm9TXo Ine. m 8/0 561 66.D 56.7 68.0 66.0 68D 66D 68.0 TWOOUC E RCY®81
N 3/I6' HEAT STRFN'D GLASS G N HEAT STREN'D CUSS STEEL) (r) (•) m;ovepq.t�wN;�
I°� SITICOrcE SNWNE 140 (SDfl) -u--'---'¢v Mej7.1212•DS
�jV 00w COHMNC 699 �U OOW COMM 999 (W I STEEL) 8/0 ;i6.7 68.0 I - - bpNi6r D.1e .-.
56.7 68.0 68A 68.0
w - 1111 40 � I I� II 40 I2/0 (30R) 8/0 56.7 68.0 56.7 68.0 680 68.0 68.0 68.E
1 (w/, z seEL)
�I I6�0 (49k) 6/0 53.3 pO s.S.3 r NO Bob WO 6o.0 60.0 �g-g.Yi hU1e
..I (W/ I STEEL) GI
�f I 16/0 (SON) 8/0 53.3 68.G 53.3 66.0 68.0 68.0 68.0 69.D
CLASS tRPx A' c .n S T5'rE�' (w/ 2 siEEl) I S
(•) 2ar/.7aT uooRs MEET +76.7 & -78.0 OP W/ 'INnAR1 0.0510' scP Irmiacln
T/le" °r,- TAB, -
'
MAX. TYP, �^
/SILL CORNERS
POCNTT -1
SEE N01E
o O
I
u•-i e e
I O o
'' -_-�
(„D
�
odo
r
poi
II
J
02 ~
INS
(1
IIr
fi
l i m
e
9mL a
)),,,,,�� �
62'
cOV L�
a
rr
I
1" Mi•1. 1/4' AP CH a APFROVCO ECUAL BY EDR
V/
Ed CiS1014• HIN EMBED. IN HD 'i2 Ke1 C°ne
I. _ B 6' ikON laRS A SEE ELEVATIDN AT
SHCEi B OF I4 fOR HAX. SPACING.
J9
GAP
I BY RT.
vron DICK
TYPICAL ANCHCRS IN PARS
SEE aw.. FCR SP/{'NC ttPK;A PNCHOR6 IN PARS STRUCTURE
__."_......._. ...".: � � SEE -LLV. FOR SP � o
ALw. g5
• a\ n i ry 2
o i o;- 'd ," 1s \
C CnR SILICONE
I I D�nmw cePrcuvD
I 11IId(
I � I i/16•-LANIN4TE0 GLASS L� "r:
I II
NDIES: 1) REFER TO ''HEE'1 OF 14
I I FOR WZING 0P7I1ONS AND OF CHARTS.
I 2) REFER TO SHLETS t0 & 11 OF 14
FOR 110R4,ONTALgOSS-SECTION DETAILS.
3) REFER TO SLET OF I•
FOR MAY". ANCHO SPACINGS.
I I I x �'�
Ik +/n' sILL RISER n
I I h "FARED w:m
LIAR
I .t •JLl LEIIGiH W
i III r01 L'NT $ILL
0
Ill.. --3 PER CMPCHORS
6'
"IRS ,METAL STRNLTMRR ATTAGIIHEIiLRFiA49 l
'
INC IOT&L STEEL IN CON�ALT I
2UY Wool B k 5'0,UM, AUM. TO BE PAN.EO OR WIEI�NTCO.
)
C
'Mood $PUCWro R/ (SGI 11FIGL ANCIIDRS N PA95 2. A), STEELTRUCTL- 3:
5P4cTK GM+}. ,5S mn. Y - JG N51 41N.
—3EE EIEV, mR S2ACING (AS),
12 GA. Mil SHICK 0.1057
/
ly
,•a, y
%
I A6063-R AUM—O,OTB• AON. TRICK))
C
--)AnA!tl-DACE COHNtt
�
F•�~ LYY
'�
� 1 SEE SE°ADAIC N01
•
I�. �
�•b
� I xsaw Q�VR6se
I
4 U
IIL!! •� AW,.NP ecg1. 2 2
a
D Q 5
Q1
I
RE1Jn1G�mta�I
W000 B:1CK5 AHO METAL STRUCTURE$ NOT BY-IAWSON'AOR1.
4UiT SUPPORT LOA05 IMP05E0 8Y GSYSTEAN0
SYSTEM AN
2
hI
O F=„
LJ'
UJ
TRANS[ER TH(NI CO THE BURBMC STRUCIUCTU
(Y{I
m •.
I
1YPLG41._ANCHORS: SEE Cl V. AT SHEET 8 FOR
SPACING
ANCHOR TYPE CHART IN CONC. or MASONRY min.
ANCHOR UPRONS HEAD -RILL
IAMB EIYb. n Ed. Di,w
F.IC_D ULINACM' 1/<•
N/4" 3/I" 1'
DUI;DEx 1/4•
1 3/i
BJk0O1
1/16' 1 J/A• 3'
ANCHOR TYPE
CHART
IN 2X WOOD DUCK min.
ANCDOR OPTION611FAC-Slit
zon
JAHB
fmDedmen
EIEe DIeE
Er Head
QCO UU
1I4•
V<'
+ 1/4•
:•
.56 SL•
uUILUEK
1/i'
I/4•
I I/4' •_
1"
.15 5R
5.5. I'm. 2x)
1 112 1012
1 1 1/i
.35 SC
( I 1/4. Ogn LFLEx sC(f DRr LING SCREWS U 9 zl`
I I INTO METAL STRUCTURES ',}4 a i ni t1 ,
47 STEEL : 12 GA. MIN. (Fy = 35 KS) MIN.) e
1 I ALUMINUM : 1/8" T.4K. MIN. (6063-T5 MIN.) �_'''1"t'T''f••
LLI (STOOL IN CONTACT WITH ALUMINUM TD 9E PLATE) OR PAINTED) w�.'-Z ,,.•'•• ;y r•*a
INTO
APPROVED MULLIONS (NO SHIM SPACE)
,Il_'P_ICA�G�DISTANCE s> I��.D •;� �G) C>T•,Lwl
0/47 INTO CONCRETE AND MASONRY :+ 1• MIN. (ELCO ULTRACON) ti � •1 Q •�vz�
(1/d� INTO CONCRETE AND MASONRY . A' MIN. (ITW UUILOE%)
(3/16`, IN CONCRETE AND MASONRY , 3' MIN. (ITW BUILOEK) a s •� J 4. y
INIO WOOD STRUCTURE += 1• MIN, yF n 'o�•,ii •.w ,• _,,.
INTO METAL STRUCTURE 3/4- MIN.
.9'
"9Ea(,ANTS• I d! ytfiLiAi
FP1YE A11D VENT CCP.NCRS J10 INSTALLATION SCREWS AT SILL I ...•�
SEALED WITH WHITE/ALUMINUM COLORED SEALANT.
ODD B=XS NOT 31 I -SON IND.
RUST SUSTMN INPOSU LOADS
CLEAR
!C3W AUHES[VC
cwOIND
0
1 (0) CZ
F
CLEAR SILICONE ADHESIVE
cv])INIG
I "A' "IN. EMBEA INTO U .9 2 GTE L CARS Wal). OR
P.T. �M FUCK (SEE SKEt S,US AS USIED.V op
EG4 I'ASTCNERNOIDFAND
r LC"TION AT SHEET R 8 CHART W/ PRESSURES 1. 1.
I ECK FAVENCR SPACING SHOWN 014 DWI n OF 1.
6 16
16 ex I.
12 21
ji
SCR
Ef
B
•R; o
EEN C SCTCEN DOOR P-4. s ZC5 AS, �-.Ev 1. DPC'2
IVIINITLI Im"WO C-mT W PRESSURES
CY, C,
0
'XT
cnioR
o- sHeLT a or
wl. WWT..lTQ I,
t—. —TO) II
3D/3T — XXX NOTU: 1) REFETO SfIEEI 8 OF 14
FOR R GWING OPTIONS AND DP CHARTS. CA
2) REFER TO -,RFrr 9 V 1.
FOR VERTICAL CROSS-SECTION DETAR.S.
3) REFER TO SHEET 9 OF 14 FOR OYMICA, ANCHORS AND NOTES. VDDD FUCKS "r By L�IION INC. 4) REFER To Shur a or 14 RUST Sus' . AIN lRPCS`3 LWS -7/16'-KS. L.A41HATED G�SS GAP FOR MAX. ANCHOR SPACINGS.
1/4
CLEAR SIUCOOE ACK.SWE MAX.
E I
4
3
Ia R L
iI E.Fid. air3
'e x 2- rm,
p I. . t BbC SEE 1 99
I'OR F-STC-CO. NOT 5 AND
EL ATFIN AT SREET . B Im
I�INF 1 L
k�N
17 2 '1
3
T
@1
"T
SCREEN D ANC -a
DOOR
p WTVI.ALI
@D EX�r:RIOR
I-L TIC_ m0IRCTCR C— IRG /!i
(-N MIT) 0 WiTt.)
2D/2T XX
I/. MAX.
SHIlA
-t/4' TAPCON ar APPROVED EQUAL IN FOR
M/ 13/4' MIN, [M.EER INTO 02 K l C4
' 6' rRON CORNERS S SEE ELEVATION AT MAXSHEET 8 CF 14JERSPACING
• C Iti
PE
]9
EN
(MN 09 0 )
TYPICAL ANQIon IN PAIRS
r SEE EREV. f0•l SPAf110
i/4" MAX.
aHIV -
{11 S=ti J
I �
IwH..woco) .
STEEL IN CONTACT YA
4. TO BE PAINTED OR
fAL STRUCIUNLS:
STEEL : Fy L 36 KSI
TI. 12 CA N. TUGK
ALUARNL'M : 6083-TS
IM, 0.078MIN. TNICKj
EXTERIOR
TES! 0O L'10T11 !11,N) S/CO
4D/3T — XXXXP
FVADD
' 0 5
oa
V/ 1 1/4• on EHDEO. INTO , y v
I E V000 BUCK °a TOO Po(:KFT YlAllS N ao a ,� O z
t SEC OPTIOn IT t2 C ATiGt� �= SEE OENEFwL NOTES - O %
DETniL$ nT SKCCt 12 CF t+) A. )5 .t 9 gHEET I16 A
OF 14.
NOTE,
STEEL MS RE03. AS Z
UiTEO IN DP C.R, W/ I- -T ) z
PRESSUR ES SHOWN ON -4 31- - _- 1� �
ID
SHEET R 09 14 (EUQ( 04:T.) m a E'f [yam
_16
IN
< y o
30'"I q[4 a o
----
0
4
NOTES: 1) REFER TO SHEET 6 OF 14
FOR GLAZING OPUUNS AND DP CHARS.
2) REFER TO SHET 9 OF 14
FOR VERTIGAI CROSS-SECTION DETAILS.
3) REFER TO S11F.ET 9 OF 14
FOR TYPICAL ANCHORS AND NOTES.
4) REFER FO SHEET 8 Or 14
FOR MAX, ANCHOR SPACINGS.
'. --
IyL
FRouucrRsvrl+�
reKenPbigT+KG Om wwO'a.
�'
•14
zJ'j-�••••
SGD-9200
DILL OF MATERIALS — 2
& 3 TRACK FRAME
1 3/4" MINE
I'T6Td /
__
PART p
____......_..
qTY.
_..-__..._ _.._
DXSCRIPTION
RKtl1ARN5
_._____..__._____
NOTE EMBEEL r7
I
L-9211
I
2 TRACK FRAME HEAD
I 6063-T6 ALUMINUM
1. ''OR ANCHOR TYPES SEE c
1.2
L-9211
1
2 TRACK FRAME HEAD (M.Iti-Slide+
6063-T6 ALLMINU4 _
NOTES At SHEETS 3. 6. &. 9. h a v
I, FOR POCKET WALLS SEE GENERAL u m
•.�
2
L-92CG
I
2 TRACK FRAME SILL _
-� �
6063-TS ALUMINUM
r�
jJ INTERIOR�I1 NOTES IIS k 16 AT SHeET I OF 74.
�
3
LT 9212
2
2 TRACK FRAME JAMB
6063-T5 ALUMINUM
I 1 TYPICAL ANCHORS h INTERIOR o'O v C)
4
L-9204
I X PANEL
PANEL TOP RAIL -
6063-T5 ALUMINUM
1 AT B" O.C. q
I _. _..,, S BEE ELEv, 6 m o �n ; 0
,..8 '
5
6
7
L-9205
L-9201
L-9202
l X PANEL
l _
1
PANEL BUrICM RAIL
PANEL LOCK STELE
PANEL INTERIOR INTERLOCK
—_
60G3-75 ALUMINUM
6063-76 ALUMINUM
6063-T6 ALUNINUM
g FOR SPAGkC ; ,'t„ C 0 o
t7
I Ip Z yl '• JI
n •
D
9
10
L-9203
L-9207
L-9209
I
l
AS REG'D.
?AkEL EXTERIOR INTERLOCK
PANEL ASTRAGAL
l ALUMINUM GLA2ING READ
6063-T6 AL HlNUH
6063-TS ALUMINUM?
6063-T5 AL, MINUH .__
-=" "' !
I C3 i
—It
R
L-9214
1
3 TRACK FRAME HEAD
3 TRACK FRAM-e SILL
6063-T6 ALUMINUM
6063-TS A:fuMINUH
0t j- °j o. I +p y [/4 2�
17 76
I
12
L-9203
i 1
r
tp a Si �E REo OH Y
13
14
L-9213
PVS-01G
2
AS REO'D
3 TRACK FRAME JAMB
Ell[TOH RAIL VTS'P
___-
6063-75 AC;UNINUH
---
ULIRAFAD VOB6757DK
..
-..._. —lll.
I)
I I 412[S OSt"n W/ OP OD s
EXTERIOR R Slow P f� 6 z qM g
6 •• TYPIF.N ANCHOR$ 12 _ Ei
o.• AT B��. O.C.
15
PVS-OD9
AS REO'D.
PANEL TOP RAIL WTS'P
.18Tx.310' (JDBO-G001-1)
_..._.......,_
F2 - SEE L'LEY.
FOR SPACI.VO L� o a
I/4" MAX. n Q v lr C 6
SI IIM --.-.
1 ?A9ED.IN. �_ I�+ 0. a
N o
EXTERIOR.
POCKET DOOR HOOK
ATTACHMENT DETAILS �-4 � N a
Fo omt;r, FwC1 G.m4cG3;«. _T5MILFLLI .
EwcBlnw: co mm4No. TOia7e q % }6 or
rlll'SIC(L ASITINU. o
rnemw:Ulmihew •A•, IpeM Ts Data
sisl[s Grn(N 1.14 ? •pg $=
1kmib6�rnFIXAYI letp U48 •'1 BI 3 i
1F4mv TLm>dim A 31op
MWNmrd IMY.F)m3xi'u. VN T43.p woe
he H�vOmm.. .720 mw E
n- p Vfi RCo�oun4 Nb. T16T-Tp y e
wmD1 crRtvlBE� o r $
NIYR(%11. V ASTM". E�iC N1616[/lpel4t �" '-r"- o EI E
1MouxxrRVJu9-A'•1484 D4110
7) I Fq
slxaJbArmtry 1'.3 nm A44FxeNo
I Te*mSm.eIhH51 16Jo De1B Q iM(a 0.ev • �S . A E E z z
3231 Db7tl E
L4 FlMuksT(E IOV%FJmemby PM TG3.0 13Hae BSI••-�' �.
Im >,ve,lltea -So. UT;
`� _i �` u I
• ,
16
PVS-003
AS AEO'D.
FlN SEAL VEATITERS,RIP
.187'..210' (/120-6001-9)
17
VVS-034
AS REO'D.
BULB VINYL (,PVC)
1/4' O.D.
IB
L-9016
2
SELF ADHESIVE PILE PAD
13/16- X 1I1/2'
19
HL-046
2
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12-077.06 �'�T �'y
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8501 N.W. 90 ST.
�`•
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3h• oxkais a„d l__cw.:Wr ./ lcls rAc �Q]J �$2 zIE'SIl\��
MEDLEY, FLORlDA 33166
PH No.
:•`r, / q.r•`�„"
(305) 696-B66O
C. ZpM, iBc MANUFACTURER OF QUALITY ALU.YINUMI WINDOWS AND CUSS DOORS
°"'� N. ERAZO ��/M= SGD-9200 ALUMINUM SLIDING GLASS DOOR. (L.M.I.)
Hra7 9 ;Lit'
H• � lvol/n EXTRUSION DETAILS, RELnFORCEMENTS
Me FRAME CORNER ASSEMBLY DETARS
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F111- ;�.. ����
BCIS Homo Lag In User Roglstration Hot Topic Submit Surcharge ' Stat & Fact Publications ; FBC Staff i BCIS Site Map Links t Search ;c
or
,,7 ' Product Approval
WF 0 USER: Public User
a•
w;t:7:6rra�s
Product Aoorovak Menu > Product or Application Search > Application List > Application Detail
1#�k FL # FL15428-R5
Application Type Revision
Code Version 2017
Application Status Validated
Comments
Archived
Product Manufacturer -
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Re,
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Ygar(of Standard)
Equivalence of Product Si
Certified By
0
Lawson Industries
8501 NW 90th Street
Medley, FL 33166
(305) 696-8660 Ext 226'
tom@lawsonwindows.com
Thomas Sotos
tom@lawsonwindows.com
Nelson Erazo
8501 NE 90 Street
Medley, FL 33166
(305) 696-8660 Ext219
nelson@lawsonwindows.com
Steven Bailey
8501 NW 90th St.
Medley, FL 33166
(305) 696-8660 Ext287
steven@lawsonwindows.com
Windows
Horizontal Slider
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TAS 201
TAS 202
TAS 202
Product Approval Method Method 1 Option A
Date Submitted 03/08/2018
Year
1994
1994
1994
J: x 1 t •iY•• � ��Y
Date Validated 05/14/2018
Summary of Products
FL # Model, Number or Name Description
15428.1 8500 Non -Impact Flange Frame 8500 Non -Impact Flange Frame Horizontal Rolling Window -
Horizontal Rolling Window XO, OX, XOX Configurations
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL15428 R5 C CAC 17-1212.16.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No I
01/26/2021
Design Pressure: +73.3/-100
Installation Instructions
Other:
FL15428 R5 II 17-1212.16..df
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15428.2
860d Non -Impact Fin Frame
Horizontal Rolling Window
8600 Non -Impact Fin Frame Horizontal Rolling Window - XO,
OX, XOX Configurations
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL15428 R5 C CAC.17-1212.15.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No I
02/23/2021
Design Pressure: +73.3/-100
Installation Instructions
Other:
FL15428 R5 11 17=11212.15.12df
Verified By: Thomas J. Sotos, P.E. 55225
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
15428.3 I HWindow
oOImpact Flange Framrizo tal Rolling Wind we I OX, XOX equal8700 Impact) liteangeXOX un equal liteFramel Conlfigu ati ns - XO,
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: Yes FL15428 R5 C CAC 17-1212.17.Dd�
Approved for use outsid i HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 04/11/2022
Design Pressure: +80/-80 Installation Instructions
Other: FL15428 R5 II 17-1212.17.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15428.4 8800 Impact Fin Frame Horizontal 18800 Impact Fin Frame Horizontal Rolling Window - XO, OX
Rolling Window - XO, OX Configurations
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: Yes FL15428 R5 C CAC 17-1212.14.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes I 10/09/2018
Design Pressure: +60/-60 Installation Instructions
Other: FL15428 R5 II 17-1212.14.odf
Verified By: Thomas J. Sotos, P.E. 55225
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contadthe office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal 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 beLe.
Product Approval Accepts-
®ash
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
SCOPE:
This NOA is being issued unde,
materials. The documentation su
Product Control Section to be us
Having Jurisdiction (AHJ).
This NOA shall not be valid after
Section (In Miami -Dade County)
to have this product or material
perform in the accepted manner,
immediately revoke, modify, or
reserves the right to revolve this�
Section that this.product or matert
This product is approved as desc
Code, including the High Velocitj
DESCRIPTION: Series "HS-8i1
APPROVAL DOCUMENT: Dr
Window", sheets I through l
manufacturer, and signed and se.
Control Revision stamp with tl e
County Product Control Section)
MISSILE IMPACT RATING:
LABELING: Each unit shall
series, and following statemen
herein.
RENEWAL of this NOA shal
no change in the applicable bui
TERMINATION of this NOY
in the materials, use, and/ or in
of any product, for sales, advel
to comply with any section of t
ADVERTISENIENI: The 11
followed by the expiration dat
displayed, then it shall be done''
INSPECTION: A copy of tl
distributors and shall be availat
This NOA revises NOA No. II
well as approval document merl
The submitted documentation v
MIAWD F COUNTY
fD ECONOAIIIC RESOURCES (RER)
IN DIVISION
CE (NOA)
AIIIAAVII-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 3152599
www.m iam id ad e.?ov/econom,X
the applicable rules and regulations governing the use of construction
mitted has been reviewed and accepted by Miami -Dade County RER -
1 in Miami Dade County and other areas where allowed by the Authority
the expiration date stated below. The Miaani-Dade County Product Control
and/ or the AHJ (in areas other than Miami -Dade County) reserve the right
tested for quality assurance purposes. If this product or material fails to
:he .manufacturer will incur the expense of such testing and the AHJ may
ispend the use of such product or material within their jurisdiction. RER
acceptance, if it is determined by Miami -Dade County Product Control
d fails to meet the requirements of the applicable building code.
-ibed herein, and has been designed to comply with the Florida Building
Hurricane Zone. -
DO (Flange-Trame)" Aluminum Horizontal. Sliding Window - L.M.I.
awing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact
of 10, dated 05/30/09, with revision D, dated 11/01/17, prepared by
Jed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product
Notice of Acceptance number and expiration date by the Miami -Dade
Large and Small Missile Impact Resistant
sear a permanent label with the manufacturer's name or logo, city, state,
"Miami -Dade County Product Control Approved", unless otherwise noted
1 be considered after a renewal application has been filed and there has been
ding code negatively affecting the performance of this product.
� will occur after the expiration date or if there has been aeevision or change
anufacture of the product or process. Misuse of this NOA as an endorsement
rising or any other purposes shall automatically terminate this NOA. Failure
his NOA shall be cause for termination and removal of NOA.
tOA number preceded by the words iVliami-Dade County, Florida, and
e may be displayed in advertising literature. If any portion of the NOA is
in its entirety.
tis entire NOA shall be provided to the user by the manufacturer or its
,le for inspection at the job site at the request of the Building Official.
1-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
:red above.
reviewed by Sifang Zhao, P.E.
1 NOA No. 17-1212.17
Expiration Date: April 11,1022
Approval Date: February 01, 2018-
Page 1
Lawson Industries, Inc.
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05)
2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact
Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17,
prepared by nranofacturer, signed and sealed by Thomas J. Sotos, F.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by
Hurricane Engineering & Testing, hie., Test Reports No. HETI-10-3049 and
HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E.
(Subrrtitted under NOA Na.11-0705.10)
2. Test reports on: l) IJniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with ma, ked-up drawings and installation diagram. of 8 specimens of an
aluminum horzontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3)
configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-10-3047 HETI-10-3053, HETI-10-3057, HE, TI-10-3130, HETI-10-3223 and
HET-10-3225, dated 03/23/1.1, signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 11-070510)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration., prepared by
Hurricane Engineering & Testing, Inc., Test Reports No. HETT.-10-3048,
HETI-10-30491I, dated 11 /09/10, 119T1-1.0-3050, BETI-10-3052B, HE 1 I-1.0-3056,
HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and
sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0 705.10)
4. Test reports on!: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, XOX configuration, prepared by Hurricane Engineering & Testing,
Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and scaled by Rafael E.
Droz-Soda, P.E. (Submitted under NOA No. 11 -0 705. 10)
Sifang Zbao, P.E.
Product Control Examiner
NOA No. 17-1212.17
Expiration Date: April 11, 2022
Approval Date: February 01, 2018
E-1
Lawson Industries, Inc.
C.
La
TESTS (CONTINUED)
5. Test reports on: 0 Air Infiltration Test, per FBC, TAS 202-94
2b Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
31) Water Resistance Test, per FBC TAS 202-94
4�l Large Missile Impact Test per FBC, TAS 201-94
�) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked up drawings and installation diagram of 8 specimens
of an aluminum .horizontal sliding window, XO configuration, prepared. by Hurricane
Engineering & Testing, Inc., Test Reports No. IHETI-08-2033, HE'TI 08-2034,
HETY-08-2035, YETI-08-2036, HE, TI-08-2037, HETI=08-2038, HEnI=083 2116.E
and IHETI-08-21168; dated 02/28/08, signed and sealed. by Candido F. Font, P.E.
(Submitted under NOA No. 09-0706.05)
6. Test .reports on: Air Infiltration Test, per FBC, TAS 202-94
�) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC TAS 202-94
4) Large 1v1issile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
16) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with znarlled-up drawings and installation diagram of 8 specimens of an
aluminum horizptal sliding window, XO configuration, prepared by Fenestration
Testing Laboratory, Inc., Test Reports No. FT.L-3097, FTL-3098 and FTL-3364,
dated 12/06/01,11.2/11/01, and 01/28/02, respectively, all signed and sealed by Luis
Antonio Figueredo, P.E. (Submitted tinder NOA No. 02-0227.05)
CALCULATIONS
1. Anchor veij
prepared by
01/25/12, Sig
2. Glazing
QUALITY ASSUR
1. Miami -Dade
:ion calculations and structural analysis, complying with FBC,
son Industries, Inc., dated 05/28/09, revised on 07/10 and updated on
and sealed by Thomas J. Sotos, P.E.
(Submitted under NOA No. I2-0127.08)
with ASTM E1300-09
of Regulatory and Economic Resources (RER).
E-2
Sifang Zhao, P.E.
Product Control Examiner
NOA No.17-1212.17
Expiration Date: April 11, 2022
Approval Date: February 01, 2018
Lawson Industries, Inc.
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to 1Kuraray America, Inc, for their
"Trosifolg Ultraclear, Clear and Color PVB Interlayers" dated 01/19/11, expiring
on 07/08/19.
2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC 611 Edition (2017), dated
November 17, 2017, issued, .signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter �fno financial interest, dated. 05/20/10, signed and sealed by Thomas
J. Sotos, P.E. I (Submitted under NOA No. 12-0127.08)
3. Laboratory. compliance letter for Test Reports No. HETI-10-3047, IIETI-10-3048,
HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, RETI-10-3052B,
HETI-10-3053, HE,TI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131,
RETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by
Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed
and sealed by Candido F. Font, P.E. (Submitted a nder NOA Ala.11-0705.10)
4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hiwdcane
Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Dxoz-
Seda, P.E. (Submitted under NOA No.11-0705.10)
5. Laboratory co pliance letter for Test Reports No. H.ETI-08-2033, IIETI-08-2034,
HETI-0o-2035i HETI-08-2`036, "HETI-08-2037,'�iETI-08-20300, IXETI-Oo-211.6JA
and HE,11-08-�116B, issued by Hurricane Engineering & Testing, Inc., dated
01A5/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 09-0706.05)
6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and
FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01.
12/11/01 and 01/28/02; all signed and sealed by Luis Antonio Figueredo, P.E.
(Submitted under NOA No. 02-0227.05)
G. OTHERS
1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their
Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window — LIM.I."
approved on 04/13/17 and expiring on 04/11/12.
X7
Sit'ang Zha% P.E.
Product Control Emu -miner
NOA No.:17-1212.17
Expiration Date: April 11, 2022
Approval Date: l+'ebruary0l, 2018
E-3
NOTE: =)X ' Q
T) RDFF.R TO SHEET 2 OF 10 Wit INSTALLATION ANCHOR DETAILS AND NOTES.
2) FOR VERTICAL CROSS-SECTION DLTARS 'A. Al. 1). & DI" REFER TO SHEET /3
3) FOR U00120NTAL CROSS-SECTION D6TAUS C.
D. & E" REFER TO SHEET 14
4) REFER TO SHEET D OF IU Poll DESIGN LOAD CHARTS AND NOTES.
@(^>
To1
—
ON
0-Eg9.4(._LILe (1/a.�1=1✓.-1f)
NOTES:
I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES.
2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al, D. & Rl' REFER TO SKEET 13
3) FOR HORIZONTAL CROSS-SECTION DETAOS -D. & E- REFER TO SHEET 10
4) REFER TO SHRLT 0 OF 10 FOR DESIGN LOAD CHARTS AND NOTES.
A Al
6-�
°
fl
B B1
X4X.—l)TI-EuuRl LiLe fLA IL2�1/_4]
NORS3:
t) REFER TO SIIRRT 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES.
2 WR VERTICAL. CROSS-SECTION DETAILS 'A, At. R. & at" REFER TO SHEET /0
3) FOR HORM.Oh-PI. CROSS-SECTION DETAILS -0. & 6- REFER TO SHEET 10
4) DEFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES.
Genet 1 Notes;
y
3
I.) TH[3 WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
c
q
OF TIIE FLORIDA BUILDING CODE (2014-5th MUOn & 2017-Oth EdRian, INCLUDING
p
5
HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM I300--OS, THIS PRODUCT IS
w m q
y
IMPACT RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SUALI. 0E INSTALLED AND ANCHORED $O THAT THE BUILDING
WITH
a m v
N
j
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL
PER TEST UNITS.
oa
m rc ,n i
a
3.) ANCHORS SHOWN ON SHEEP 2 OF 10 ARE AS ANCHORS ON
ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPAC!NGS ON CENTER
n <�
.-. q
(O.C.). AND AS TABULATED ON SHEETS S. 7, or B.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAHINO'S ARE TO BE
v
Z
ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND
7U BE REVIEWED BY BUILDING OFFICIAL.
W
5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES
j
U
TABULATED HEREIN (SEE SHEEP. #Q. 7, or B). AND FOR USE WITH DOUBLE GLAZE
LAMINATED INSULATED.GLASS TYPES TABULATED HEREIN (SEE SHEET. 16, 7 or B).
j
6.) WINDOWS WITH CLASS TYPES "A. C. OR G' INSTALLED ABOVE 3OFT.
e
o
IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED.
®
y
7.) SEE DUNES 4 Foll LOCH DLTAILG & OPTux:5.
B.) GHF.EP B FUR CLAS9 TYPES.
"HE
D.) SEE SHEET D FOR DESIGN PRESSURES ON 'XO or OX" WINDOWS.
o
p m
Ill.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE XOX" WINDOWS.
11 Z HEE SHEET 3 FOR DE51CR PRESSURES ON UN -EQUAL LITB 'XOX" WINDOWS.
r
IL
N
12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 0.
133 EXT. & INT. FALSE COLONIAL NUhTTNS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE
14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEEP 03. 4 & 5 FOR DETAILS
a
& NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH. THE FBC CHAPTER 24
SECTION 11.3.3.3.
A
ISJ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE NULLED UNITS.
�I
1C.) SEE SHEET 1 5 FOR NULIJON/NCI'AL ATTACHMENT DETAILS, NGTES & OPTIONS.
17.) HULLING HORIZONTAL SUDING WINDOWS WITH OTHER TYPES OF MIAMI-DADL" COUNTY APPROVED
S L
WINDOWS USING A NIAMI-DADS COUNTY APPROVED HOLUM IN BETWEEN ARE ACCEPTABLE. BUT
THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THIS
ENTIRE MULLED 01'STEAL
WITN OR 07HRR
„
jg
d8 ¢N
is.) ALL METAL/STEEL 1N CONSOLS AIONINGM D6SIM11AR MATERIALS TO BP.
�PAIhTED OR PLATED AND SHALL MEET SECTION Z003.6A OF THE FLORIDA ELDG. CODE..
PROOUCTpBNSED,
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1/4' TAPCON W/ 11/4. -----STUCCO OVER METAL LATH NAILED TO IlA SMS. V/ 1 1/4'
MIN, EMBEDMENT INTO CON(:. E%TCR(OR GRABS PLVVODB SMEATMIrl6 MIN. EMBEDMENT INTO WOOD
(SEE ELEVATION AT SNEET I2 1. ALL WGGG B K$ ENGINEERED SEPARATELY TO BE: SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SMEET 42 y
FOR MAX. FASTENER SPAL WG) L TO BE REVIEY/ED BY BLBG. OFFICIAL (TYPJ EXTERIOR FINISH BY OTM-- FOR MAX. FASTENER SPACING) c c�
l 1/B' MIY 2. VOOB BUCK AND FRAMING MT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. $
EDGE C[STAlILE INDUSTRIES)MUST SUSTAIN LOADS IMPOSED ,° H o o
BY THE rLAZING SYSTEMgm
"ny
l l/4' MTV. e I 2Z N o z
°Q• . A '� AEMBEoMEN�
j; • V>•a <.v .d d ^ Ad. I yy1� 2X m G' n i W o
EDGE v
:: Y 3Y.
12 H
�EXRIMETEItTERIOR GRAD ' MIIOIECAULKING _ (TYPI
1 5 -----------------
` 11 1, nl I I
¢ EKE. GRATIS FCRIlIETCQ HI
O 1 A i 'I I$ G 'LAWS" NOT IY f._'>..__...r� SMIH SPACE 6 a U
AVSW INDUSTRIES'.
eC A�R1ED BY tl1NWS 5� 1YP�
' (tYP) I 1 pi
Ili IIL. I Oi Y
I, CLEAR SILICONE TE
ADHESIVE EXRIOR 1 b
BEODING'GMPOUNU INTERIOR
EXTERIOR _ —- 34 LYTERIOR Al ;I yj
ALl'ERNATE DETAIL
z I 'j i; LAMINATED GL SS
a. ry I j}
'I rc I Iq �I I }q�Q�_�RAJ11t_IN.�'jAL(OY DC�A1y . g i6
wINDA I _s24UTJ9Y_All? tops ifrt
8
s
> 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXI' p ` 'S 'S
y 1 _ 20 GRADE CAULX 7.6(OUGHCUT THE ENTBQE PERIMETER OF FL-15I. h
28 DY WINDOW INSTALLER (lYP)
AILL RISER - QPTITINAL 2.
I< CXPDSCD EXT. PERIMETER OF TIIE WINDOW FRAME TO
.PPL1ED vITH SILICONE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK B1'1 o
1 _ SEc BP CHARTS ON BY OTHERS <ivP,) 9 U
Z SHEETS IA, 05. E !B, f
L. Ilj l- • WHEN THE CAP BETWEEN THE MIRPPW FRAME AND THE BUCK CR 4 z
26 j, i 6 I/T'O' B 3'l IS _ III �1 MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. ` 0 3
BL I is ANCHORS NOTE
I ANCHUNS IO DE 1112 SMS OR VD. SCREWS INTH WOOD, OR
EXTERIOR GRADE [zi. cRABE I .,M11'•"' !t
PERIMETER CAULKING .: .. ., 1/ TMCUN4 Fr APPROVED CONC. FASTENERS INTO CONF_,
CAllll(—' _ "=�-�"="'--`�� WITH A MINIMUM OF l 1!4• PENETRATION INTO VQUB OR
`- CONC. (REFER TO LOAD TABLES- FOR QUANTITIES REQUIRED) �'�'' • "�'M ;
°
,.:•,�4 •.d _ < e .eeda .JI� a , ;'E(ahPf .'•, .�'°Ad 'e 1/A8a a.a•.4eza' _� a d IIIHAdSP. ACc Aay>RCpT(nmmiemBlmU,vgmnlyamlDy N!eeone�yrymIBlBh°p1LW1e2A.e14y7 HSti�
: er""NN SPA(TYP)
d 1.i1/4' MIN. ^ d-1 1/4' 14A 1F(tn7I
EPRVDUCFRBEHBEDMENMBE➢MENT AT E
EDGE BISMIANN,cfS1m:••/
a1d
Y
17 !:'iem--Ir�'Ge-^.wwd�`Camal� F
OV PH&LALL INSTALLATI�,ETAfi�'[.,XO or oX,• j .(
I ALL WOOD DUCKS ENGINEEREDISEPARATELY
2X VCOD BUCKS 6 lU DE REVIEWED BY DLDG OFFICIAL (TYP.)
BY OTHERS (TYP.> 2. WOUO BUCK AN0 FRAMING CNOT BY LAWSON B.
INDUSTRIES) MUST SUSTAIN LdAOS IMPOSED p
BY THE GLAZING SYSTEM o c
1NTERICR FINISH .R ,R O 3 a
(BT UTMERS) u e G
.PT. VOOU BUCKS U
- 21 23 LAMINATED GLASS rA c u ca
1/+• 141X 33 SILICONE ADHESIVE m p o+
D
q4 SAS. VJ 1 1/4' SHIN SPAL' BEDDING COM°OUNI/+• MAX. 3
HIN. EMBEDMENT INTO WOOD. (IYP.I I srgel swx = G fA
CS
EE ELEVATION AT SHEET B2 INTERIOR z° O
FOR KAX, FASTENER SPACING) 2X 7 17 34 5 27 3 man 2 '
/ 1/4' TAPCON W/ 11/4'
1 1/4' MIN. MIN. EMOE➢M.EN7 INTO CONC. j U i
EM ENT (SEE MAXELEVATION AT SMEE D2 2 z
FOR AX FASTENER SPACING)
14
1' MIN.
ED. .1B a
DISTANCCGLj �1- 1/4•
17 B I r 1 ' - ENBEDMEN7' m O
•• �i �r rr ...__.. _.. _ _._._...__ tl �. O e G 1/0' STTIN 1 ru
EXTERIOR WALL FINISH I _ DISTANCE 1
... ..._.....__...._. _ _ _._.. _._..._.._..___... ___. O: p
GE 01 O
BY ETHERS CTYP.I 't.: :'
r.. •; - .:- E... EXTERIOR 18 14yn 14 I W d< „ E
.=._.c.,. '..• 7.:e `• O "'���JJJ Ill"'
F.M. GRADE
11n °D y
i' STUCCO OVER FETAL LATH KALLED IU I O fi UUK-..
CXIERIOR GRACE ILYWID SNCATH1 EXT. GRADE PERIMETER y
N P_ SPECIFIED BY ARCHIIECr OR GC. CAU-KING ACT BY t W p
(CX)ERI➢H FINLSH By ODERS) T.AVWIN INDUSIRMS', O
NOT By LAVSON INDOSTRIES, In_TO BC APPLIED BY OTHERS 73' MAX.
CIA
)
-WINDOW :RAMS BUCK YIDIH----------------•------
I &
% MAX.
_�..__.____.._....._.— M.��_......_.....„vINUOv FRAME FLANK[ vIDiH— ---111
"XO" WINDOW EQUAL LITE
( "OX' REVERSED) $ �I
30 1 SY.1N.DHLIN.STALLATLQN-AQTLiS: g d
I. T)1', V1N70V FRANC fLPNrC TO BC BACK-BEDf)ED V/ AN EXT, fi _ B B GRAUL CAULK THRLUGVIDUT THE ENTIRE PCR➢EIER IF FLANGE E
BY VINOOV INSTALLER (TYP) �)
2. THE EXPOSE➢ EXT. PERIMETER Or THE WINDOW rRAIE TO
II BC STALES V/ AN APPROVED EX7ERICR GRACE CAIf.K y U a
I' as BY UTNEgS (TYPJ
22 21
1 WHEN THE. CAP OETWEF.N THE. WINDOW FRAME AND THE BUCK OR
MASONRY IB LESS THAN 7/0'. SHIMS ARE MDT REQUIRED. .�' :: s,=";•
dNCHOftS NQ�; �/•+
ANCHORS U BE qA APPROVED
OR CO SCREWS INTO INTO
DR F!ng oS O P
DOCK (LATCH AND SWEEP) OPTIONS 1/4• rAPcops or APPRUVEO CONC. FASTENERS 1NTC COVC., »W�
VITA A MININL'M OF 1 1/4' PENETRATIRN INTO WOOD OR PRODUL7'RLVISFd
1. BOTH EXTRUDED REQUA ALUMINUM AND PLASTIC LIFT HANDLE CUNC. CRCFCR 10 LOAD TABLES FUR OUANTIrIES REOUIREIN �"' ^B W&M. Fq.+ -M;.
LOCKS ARE QUALIFIED FOR USE ON ALL Wlt(DOWB. BRIIW:Ag(bdc
2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED A�RPImce Ab I Itn•11 °a'
�hXlhn FOR USE ON ALL. WINDOWS. o+ro YJ'•S
O TWO (2.) rnr.KR ATNi RRQIIIRF.D PF7t FACH VRNT.
a 12 K 1 3/4• S.M.S.
1 1/4• MIN. WOOD EMBED
CSCE ELEVATION AT SHEET 22
rOR MAX T'ASIENER SPACING) D O
t� CLEAR SILICONE APHE IVE PT. WOOD BUCKS m q c
1/q' MAX. 21 22 23 ` 34 BEDDING COMPOUND �---LAMINATED GLASS
SI,I A, co
e y y
I, S>A[E \ { <fYP.) V4. 1...X. n ro y
33 EXTF+RIOR SHIN sPAEE
1/4. 7APLDh' V/ J 1/4' W
EMBEDMENT INTO CONC. c
(SE
FOR CLEVATIDtJ AT SHEET q2 o a
1 q rOR MAX. FASTENER SPACING)
4i o
]/4• IN. GN o
11 M T I f 17 D 1S .v-rr ! _ I EMBEDNEN� j x
O
ECGEIDISTMANCE �
DI @� o• N �
1 q FXT. GRADE O YI
EXT. GRADE ��' �\ CAULK
OE' A: c
CAULK I E ' ! O1 — -
l\LJ \`L/1 �
O
n
w
I
-- VINPOW FRAME BUCK WIDTH--- ----•---. QI 2 N
u
VINBOV FRAME FLANGE VIDIH------_---------
"XOX` WkNDOW EQUAL AND UN —EQUAL LITE m ,.
WINDOW INSTALLATTON NOTES•
1. THE WINDOW PP.ANE FLANGE TO BE BA". Y.-BEDEJ) V/ AY EXT.
5
g
6 11
GRADE CAULK THRCUGRDUT THE ENTIRE PFP.IMEIER OF rLANGE
BY WINDOW INSTALLER (TYP.)
S
9
2. THE EXPOSED EXT. PERIMETER 07 IRE VINDOV FRA4E TO
�,g
-
DE SEALED V/ AN APPROVED EXTCRIOR GRADE CAULK
j•
BY OTHERS (TTP.)
• NNKN THE GAP.RETNEEN THE WINDOW MANE AND THE RUCK OR
a
8
F
gw
§
MA.9➢NRY 19 LIi9➢ THAN 1/9'. BIUMS ARE NOT RP.QUIRRD.
ANCHQRS_ OTC
ANCHORS ID BE D12 SMS OR WP. SCREVS INTO WOOD, OR
t
'• •,•
1/4' TAPCONS OF APPROVED CCNC. FASTENERS INTO CUNC.,
WITH A MINIMUM Of 1 1/4• PENETRATION INTO WOOD OR
I
�,°���(4`•• 1'+•�:
CM (REFER TO LOAD TABLES FL'R CFJAN71TIES REOUIRED
W(ODUCTRBVL9BO
noB�Ta°�ee a,mgPTDHee
(r.
••'•.
Mhmi�q�q�y ,
u
o�
Jamb I H & S
Notes (+): 1•) SEE SHEET D FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS.
R.) STANDARD SILL USED 0.4 RRIUOWS WITH .70.0 OP AND BELOW
(WINDOWS NMI OIASS TYPES 'A. 0. C. & D7
S.) SILL PTTII RISER ADAPTER ARE FOR WINDOWS ABOVE 70.0 DP
(WINDOWS Wlri( CLASS TYPES 'E. & F') AND +80.0 DP MAE.
ADMIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON
WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SLIEST E OF 10)
4.) WINOO" I'DTTH 01AS9 TYPES 'A, C. ON 0' INYTALLEll IAN0V6 OUFT.
L
w.O I I0. V 1 - I
9 40
I 1
5 20 SILL RISER -
1 APPLLD VITH
2 FCR DP ABO�Vy(I
v / C-80.0 DP `1
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LAWS4EOlEY, FLORIDA 33166
a V S'I'RY PH No. (305) 696-0660
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BCIS Homo Log In ; User Registration I Hot Topic 1 Submit Surcharge State & Facts i Publications ; FBC Staff a BCIS SiteMap; Link: j eSearch
Product Approval
jzg USER: Public User
'Mq'Yr$ jl6t!95
Product Approval Menu > Product o
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Represental
Address/Phone/Email
Quality Assurance Rep
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
> Application List > Application Detail
Referenced Standard land Year (of Standard)
I
i
I
Equivalence of Produlct Standards
Certified By
I
I
Product Approval MI thod
I
I
FL15429-R5
Revision
2017
Applied For
0
Lawson Industries
8501 NW 90th Street
Medley, FL 33166
(305) 696-8660 Ext226
tom@lawsonwindows.com
Thomas Sotos
tom@lawsonwindows.com
Thomas J Sotos
Lawson Industries
8501 NW 90th Street
Medley, FL 33166
(305) 696-8660
tom@lawson-industrles.com
Steven Bailey
8501 NW 90th St.
Medley, FL 33166
(305) 696-8660 Ext287
steven@lawsonwindows.com
Windows
Fixed
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TAS 201
TAS 202
TAS 203
Year
1994
1994
1994
Method 1 Option A t
-FILE
.rc. U t E CU011"PY
�l
Date Submitted I 03/08/2018
Date Validated
Summary of Products
I
FL #
Model, Number or Name
Description
15429.1
4000/6000 Non -Impact Fixed
4000/6000 Non -Impact Fixed Window - Flange Frame & Fin
Window
Frame
Limits of Use
Certification Agency Certificate
Approved for use in HVH : Yes
FL15429 R5 C CAC 18-0430��
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
05/08/2023
Design Pressure: +100/-1P0
Installation Instructions
Other: Glass lites wider that 36" shall have two setting
FL15429 R5 II 18-0430.03.Ddf
blocks per FBC 2411.3.3.1 requirements.
Verified By: Thomas J. Sotos, P.E. 55225
Created by Independent Third Party: No
I
Evaluation Reports
Created by Independent Third Party:
15429.2
4200/6200 Impact Fixed Window -
4200/6200 Impact Fixed Window -Flange Frame
Flange Frame
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL15429 R5 C CAC 17-1212.13.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes I
08/22/2022
Design Pressure: +78/-78
Installation Instructions
Other: Glass Iites wider than 36" shall have two setting
FL15. 429 R5 II 17-1212.13.odf
blocks per FBC requirements.
Verified By: Thomas J. Sotos, P.E. 55225
Created by Independent Third Party: No
I
Evaluation Reports
Created by Independent Third Party:
15429.3
4300/6300 Impact Fixed Window -
4300/6300 Impact Fixed Window - Fin Frame
Fin Frame
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL 15429 R5 C CAC 17-1212.12.adf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes I
Quality Assurance Contract Expiration Date
07/19/2022
Design Pressure: +66/-66
Installation Instructions
Other:
FL15429 R5 II 17-1212.12.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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