Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutNOA'sMIAMI•
MIAMI-DADE COUNTY
e
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
wmv.miamidade.sov/eeonomv
Interwrap, Inc.
32923 Mission Way
SCANNED
Mission, BC, Canada V2V-6E4
BY
St. Lucie County
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the 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 of the Florida Building Code.
DESCRIPTION: Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30,
and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews and revises NOA# 13-0730.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 1 of 7
DA L En STOFFT ARCHITECT; Pam,
AA#0D3379 ARX311105
APPROVED REVISE&RESUBMIT
APPROVEDA2CORRECTED REJECTED
This revlow 1s only for ge0aral confo:mence wRb the design concept of the
project and gonna! cornpl anca tvi!h the information given in the contract
el-ums-,�s.Ccr ctDmcrcommants made on the shop dmwingsduring
1i:!a rcvia.v co not ra:av: G:e contractor iron compliance with the requfre-
n.: o of 6n °ev and sper;'icD'ians. Approval of a specific Hem shay not
iecWl'�_ eppfc•,¢I Oren a3se2bly of which the tam is a component Con-
tracor i3 respors:b!o for; Dimensions to be confrmad and cenelated at the
job cia% Infctasfon I.nat para ra sorely to the fabrication processes or to
fhe means, me�ods, techniques, sequences and procedures of construe
Ron: coord!natlOn of the Work of all oher trades: and for performing all wedc
in a safe and saBsfaclory manor.
BY:
MIAMI-DARE COUNTY
10 1 PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) "w.miamidade.eov/economy
Interwrap, Inc.
32923 Mission Way
Mission, BC, Canada V2V-6E4
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the 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 of the Florida Building Code.
DESCRIPTION: Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30,
and UDL-MD (2 ply) / Titanium® PSU-30 Underlayment System
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews and revises NOA# 13-0730.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 14-0603.19
MUIM4DADE COUMY ,�zl; �� ,4 Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 1 of 7
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED BY APPLICANT
TABLE 1
Product Dimensions Test Product
Specification Description
Titanium® UDL-25 48" x 250' rolls ASTM D226 Woven synthetic polymer underlayment with one
PLUS Type I & II side coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Manufacturing
Location #1& #2
UDL-MD (2PIy system) 48" x 250' rolls
Manufacturing
Location #2
Titanium® UDL-30 48" x 250' rolls
Manufacturing
Location #1& #2
ASTM D226 Woven synthetic polymer underlayment with a
Type I & II chemical slip resistant and UV protected coating on
both sides.
ASTM D226 Woven synthetic polymer underlayment with two
Type I & lI sides coated with UV protected and slip resistant
polymer stabilized polypropylene on both sides.
Titanium® PSU-30 36" x 72' rolls TAS 103 Unreinforced polymer modified bitumen material
adhered to the underside of a polymer -coated,
Manufacturing synthetic woven sheet. The underside is backed
Location #3 with a release film
MANUFACTURING LOCATIONS:
1. MLl
2. ML3
3. ML4
NOA No.: 14-0603.19
Expiration Date: O1/26/22
Approval Date: 02/02/17
Page 2 of 7
EVIDENCE SUBMITTED:
Test Aeencv
Test Identifier
Test Name/Report
Date
Intertek Testing Services
#3031783
TAS 104
02/19/03
3124826-01
ASTM E108
02/19/08
3119607COQ-003B
ICC-ES AC48
02/20/08
3130639COQ-002A
ASTM D226
02/20/08
3124826MID-007
ASTM E108
02/25/08
3146738COQ-003B
ASTM D 1876/ TAS 117
03/28/08
3146738COQ-003A
ASTM D226
04/22/08
Trinity I ERD
135520.06.11
TAS 103 / TAS 104
06/15/11
135520.06.11
TAS 103 / TAS 104
06/15/11
138010.08.11
ASTM D226
08/11/11
B5520.08.11-1
TAS 114
08/12/11
135520.08.11
ASTM D2523 / D1781
08/17/11
I44970.07.13-R1
ASTMD226, ASTM D1876
09/09/13
and TAS 114(C)
MIAMFOADE COUNTY
NOA No.: 14-0603.19
. • • • � � Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 3 of 7
APPROVED TITANIUM UNDERLAYMENT SYSTEM ASSEMBLIES:
Deck Type 1:
Wood
Deck Description:
19/32' or greater plywood or wood plank
System E(1):
Base sheet mechanically fastened to deck; subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet:
One or more plies of Titanium® UDL-25 PLUS or Titanium® UDL-30 applied with
minimum 4" horizontal laps and minimum 6" vertical laps and mechanically fastened as
noted below.
Note: Titanium® UDL-30 shall be inverted to provide a smooth bonding surface. Primer is
not required when Titanium® UDL-30 is installed inverted (printed side facing down)
Fastening:
Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Primer:
Metal/Tin caps shall be primed with ASTM D41 primer
Ply Sheet:
(Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane:
Titanium& PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium& PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing:
Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note:
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive.
NOA No.: 14-0603.19
Expiration Date: O1/26122
Approval Date: 02/02/17
Page 4 of 7
Deck Type 1: Wood
Deck Description: 1%2' or greater plywood or wood plank
System E (2): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies Titanium® UDL-30 applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Primer: Titanium® UDL-30 shall be primed on the printed side with ASTM D41 primer prior to
placement of cap sheet.
Ply Sheet: (Optional) Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane: Titanium® PSU-30, self -adhered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave, using a heavy
pressure roller under safe conditions to further secure the membrane.
Surfacing: Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note: For file roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive.
MUIM4DADE COUNTY NOA No.: 14-0603.19
,•.., , Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 5 of 7
Deck Type1: Wood
Deck Description: "/32' or greater plywood or wood plank
System E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered.
All General and System Limitations shall apply.
Base sheet: One or more plies of UDL-MD (2Ply system) applied with minimum 4" horizontal laps and
minimum 6" vertical laps and mechanically fastened as noted below.
Fastening: Miami -Dade approved nails & metal/tin caps spaced 6" o.c. at the 4" horizontal laps and 8"
o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Ply Sheet:
(Optional) Titanium® PSU-30, self -adhered with minimum 3" horizontal laps and minimum
6" vertical laps.
Membrane:
Titanium® PSU-30, self-adbered, with minimum 3" horizontal laps and minimum 6"
vertical laps. Place the first course of Titanium® PSU-30 parallel to the eave and field,
using a heavy pressure roller under safe conditions to further secure the membrane.
Surfacing:
Approved for asphalt shingle, mechanically fastened roof tile, foam -on roof tile, metal
roofing, wood shakes & shingles or slate roof assemblies.
Note:
For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For
foam -on tile roof assemblies, approved use with ICP Adhesives Polyset AH-160 and Dow
TILE BOND Roof Tile Adhesive.
NOA No.: 14-0603.19
Expiration Date: O1/26/22
Approval Date: 02/02/17
Page 6 of 7
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly
evaluate the installation of this material.
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code.
3. Titanium Synthetic Underlayments shall be applied to a smooth, clean and dry surface with deck free of
irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
4. Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium® UDL-30 / Titanium® PSU-30, UDL-MD (2Ply
system) / Titanium® PSU-30 two-ply underlayment system, may be used in asphalt shingle, mechanically
fastened roof tile, foam -on roof tile, metal roofing, wood shakes & shingles or slate roof assemblies.
5. The standard maximum roof pitch for the Titanium® UDL-25 PLUS / Titanium® PSU-30, Titanium& UDL-30
/ Titanium® PSU-30, UDL-MD (2Ply system) / Titanium® PSU-30 two-ply underlayment system shall be 5:12
for flat tiles and 6:12 on profiled tiles with lugs. For flat tile applications at slopes exceeding 5:12, flat riles
shall be staged 2 base tiles perpendicular to slope behind a mechanically attached batten or toe board with
maximum 7 tiles high on the slope atop base tiles (Total of stack not to exceed 9 tiles). At roof slopes greater
than the above limitations, the use of loading battens or toe boards are required to load the roof tile.
6. Titanium Synthetic Underlayments shall not be applied over an existing roof membrane as a recover system.
7. Titanium® UDL-30 / Titanium® PSU-30, Titanium® UDL-25 PLUS / Titanium® PSU-30; UDL-MD (2Ply
system) / Titanium® PSU-30 two-ply underlayment system shall not be left exposed as a temporary roof for
longer than 90 days of application.
8. Titanium Synthetic Underlayments are components used in roof system assemblies. Roof system assemblies are
approved under a specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of
Acceptance for listed approval of this product with specific prepared roofing products.
9. Titanium Synthetic Underlayments may be used with any approved roof covering Notice of Acceptance listing
Titanium Synthetic Underlayments as a component part of an assembly in the Notice of Acceptance. If
Titanium Synthetic Underlayments are not listed, a request may be made to the Authority Having Jurisdiction
(AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate
documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
10. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo
and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County
Product Control Seal as shown below.
END OF THIS ACCEPTANCE
NOA No.: 14-0603.19
Expiration Date: 01/26/22
Approval Date: 02/02/17
Page 7 of 7
MIAMI'II=E MIAMI-DADE COUNTY
M PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
DAB Door Company, Inc. oOURIMIMNIV
12195 NW 981 Avenue BY
Hialeah Gardens, FL 33018 St. Lucie MOW
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid utter 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 AHD 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: Hurricane Mater Model 824/811 Steel Sectional Garage boor up to 16'-Z" w/
Window Lite Option (DP +48.0, -52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Dooe', dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
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 renews NOA# 14-0814.08 and consists of -this page 1 and evidence pages &1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23,2015
DQ ,4_01s Page 1
®E:GIL'{Y3b�FbPn 6o e71 VI ��� tl tid�QDt!➢O��vFJ B e39 a'r1'Ta
AA#M79 APM11105
APPROVED 0 REVISE &RESUBMIT
APPROVEDXWRRECTED n REJECTED
This general conformance with tho design concept of the
protect and general compliance vAlh the information gnen in the contract
dcgM0ru.Ceffa&'0nscFcomm8mts madoon Bin shopdraydngsdurimg
th',s review do not miieve the ccnlmctor from compliance Mth fhe requre-
mc. is of tho trans and speaca5ons. Approval of a spealic hem shou not
lnc'uds ap+sroad of an a xemNy of oOich the hem is a compona*. COn-
UaN.oris raaponsibIs for: Dimensions to be confmnad and correlated at the
jeh sfa; intainaiinm that partnins solely to the fabrication processes or to
03m0ars,mWWs,Lchniques, sequencesand pracedumsof conshuc-
fion: coordina!ion of the+verk of all other trades: and for performing all work
in a safe and satisfactory manner.
DATE: . f L 1 By..
=MAE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
DAB Door Company, Inc.
12195 NW 981° Avenue
Hialeah Gardens, FL 33018
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AID (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: Hurricane Maier Model 824/811 Steel Sectional Garage Door up to 16'-2" w/
Window Lite Option (DP +48.0, -52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by AI-
Farooq Corporation, signed and scaled by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
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 renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23,2015
%jbI � l � Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by AI-
Farooq Corporation, signed and sealed by Javad Abroad, P.E.
B. TESTS "Submitted under NOA # 11-0414.13"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed
by Candido F. Font, P.H.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering & Testing Inc, Report No. HETI-11-3206, dated 02/10/2011, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-114101, dated
01/29/2011, signed and seated by Candido F. Font, P.E.
"Submitted underNOA # 05-0217.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of"Sectional
Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test
Report No. RETI03-1328, dated 07/1512003, signed and sealed by Rafael E. Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003
signed and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door (skin)" prepared
by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-S'eda, P.E.
"Submitted under NOA # 03-0210.04"
7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-0814.08"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Abroad, P.E.
e4�r��iois'
Carlos M. Utrers, P.E.
Product Control Examiner
NOA No.15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23,2015
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Coot.) "Submitted under NOA # 09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0128.01 "
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products,' approved on 11/28/2013 and expiring on 07/1712018.
2. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/1112017.
4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 0212412011 and
expiring on 02/24/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering &
Testing, Inc., ReportNo. HETI04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz•Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by
Hurricane Engineering & Testing Inc., ReportNo. HETI04-T251, dated 11/29/2004 signed
and sealed by I. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test
of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories, Report No.
04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted underNOA # 14-0814.08"
1. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
p4 l6/2015
Carlos M. Utrere, P.E.
Product Control Examiner
NOA No.15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E -2
/-1/3 x[-lp ... W
TOP Fl%RIRE 5-1/2' X 2-31V X 0.1-
CKV. SFEII CEHRR HINGE
O W/ (4) 014 % 5/e' SYS
WITHOUT DEIRON SLEEVE (Sm.)
-� -
' O
PUSH NUT
,`
STEEL MTE WRH ONE 5//16-16 MS W/ NOT
FASTENED TO END SIDE 4lRH
X 3/4'
SOPNON
OPDONAL ODOR VIEWER
TO BE INSTALLED AT
ANY CENTER SERE
O T-1/2' X 3' X .071' GALV. SfEE1
//
O O
1
SE SH TO BRACKET
SEE SHEET 4 FOR TOP BARONET ORRONS
END ROLLER HINGE
1
W/ (6) 114 % 5/8• SYS
I
1
CENTER SIIIFS
WITHOUT OEIRON SIEEVE (Sm.) 0
WTM DEuaU SLEEVE (OPIIONAa) 1 ` i
° o
T-1/x• E x-1/4• X HINGE
0 W/ (STEEL C W HINGE
w/ ( D 1N x tm sus LON
2/
O WRH OEGWON SGFEVE (OPRONN.) 2/ DOOR
CENTER HINGE I P w X .15 TREK.`IAiGL�`
srANTUWO LacK r
SPRWG L0.NFO SDOE BOLT (BOAR SO6�`
F/ 5' LAIN N/ K IT S.YS. ` B
B/6' LRN. LOCK CVON 100
ca EM$ TO sEClllx fIOB BFfiN101xc
fdRN1E DOORS
T'X3'1
STEWRH (4) /14Y
SELF ONRLL 51
BRACKET
STD. LIFT DOOR
RM
H.m
fA161515 OF
roB R of
V aNn AT
OUR DOOM
W-0.
2 SCCIONS IV
SEMIN Ir
x eERDNS zl'
a SECFDM 2V
5
2'
4 SEMONS 21'
-
a•
_
r-e•
Y-a'
s EEenoxs le•
4 a=..
-
1 Y al•
Y
IS
SECTIONS Ir
2 S al
0'-3'
I
2 SECWNS IB'
..K
S SVMIHS L'
4
1 SF.CWN le'
4 sEC11CNS 21
W-e
9'-B
SECTIONS 21'
s•
a sECTIONI;"ION le•
6
-
s S.IINS IC
1 sECINn ar
C-e•
W-V
4 SmnONS Ie•
x SECMNS zl•
9W
] SETO
SNS SECIpNS 21'
IW
f0'
z SECnd1Ir
SECTIONS 4 LSECTIONS1• S 2
IC -a•
1 SEyMN IS-
a sECmVS m•
16-e•
I111
0 mr,10a IrIS
O
11•
11'
11'-T
W-e•
I1'-O'
SECONIS WCTON
S SFLW16 IWMONS
4 SECTIONS117IWCMM
2 SECTIONS itCIpXS
2 SECTIONS 1rQpNs
xl•
xl'
21'
xl'I2'
1 SRImNS
S
zl•Ir-T
-6
2rGndVS
T SCRNS m•I
0 SFORNS IS..
S SFFNONS IrCTIONS
21'I2S
21'IT
4 SCL'IIWS m'EFOS
IrEL1IJt6
2vIT-
zrIr-0•
laI"
2 SECTIONS
x 5000. r
I sRTOx
CCTOAS 21-
[rnOxs xrI4'
6
w•-e•
1-1
2
S ieECOON5
e•
e•
O $ECMX9 xl'14-3 a SECMMIW4
21•
4 sILTMs xr
s sEC11ON4 21•
15'
r
a SEC s 21'
15'-T
SECTIONSIF
2 SECRNS 21'
IS
•
a ;EEFOUS 21
,N-W
1'
-
Iw
IW
4Ir 4 SEEPCS 21'
CENTER
BRACKET
LOW HEADROOM
NOR OPTION
X 3-1/8' x .010E
LATE
/14 X 314E SCS
i
r will
Igo
i
----------------
SRIE
'L
LOCK Gm0E5
WSTPLE0 ON END ME
wml (a) /I4 X 5/B• sus
Q
ART
iBT % LOG% BAR
LOCK
Y
;I
LNGW6 M TTUCIL
V
OUTSIDE KEYED LOCK
ON EACH SIDE OF DOOR
UNTElt STILES
LOCK BM� I�NO SHOWN
®®®
ALTERNATE TO
SPRWC LOADED SLOE BOLT I B'-0'
m B'-10'
I
1OG45 SHOWN ABDVE
DOOR
IIWIUFHSI
5II�1I
C
lr-0• m W-10•
DaOR woms
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
M MX 1V SE X 5% UNG SCREWS MAY BE USED
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
SfN6WE'A'
cExRR mlEs clNTauRAnpN
DIOR mans / oc cDNRR mlPs
a'-0'ro e•-m• x
R,
-O• NO u•-l0• a
'T-O'
IS-t' 4
IS-11u-m l.m'-z• s
14'-0' TO 15'-10•
DIIR wm1Hs
DAB DOORS INC.
HMrzicone MBatISO Model 824/811
Mox. Sze 16'-20 X 16'-O• Mph
Wlh Window Lilo OpBon
DESIGN PRESSURE RATING = + 48.0 PSF
- 52.0 PSF
GENERAL NOTES
L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIM THE
REWRORNIS OF NIB: GLOROA EDD➢WG CODE (W) FIFTH EISION (2014)
WCLmINC WGH VELODD' RuNIME ZONE (N' .
2. ANCHORS SHALL BE AS LIST . SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MAT Lhl. SHALL BE BEYOND WALL
DRESSWG OR STUCCO.
1 ALL BOLTS RUTS AND W/SHERS SHALL BE ONE PLATED CARBON S1FFT.
4. ANCHORING OR LOADING CONDRWNS OTHER WN THOSE SHOWN IN
THESE 000MLS ARE NET PAm OF THIS APPROVAL
5 A IOm WR.DIW W W TASE IS WED W D6YN OF AHIXOfS Wm BON) BIBY.
DO15'W Wl
OR WIOMS
flil%WM.ILISNBMaDMET
II
F9eR201
11r
R1dn med
98-05
i
eo
0
I
fK
�b
GAI O DR 1 A4FAR000 CO
(p o�c�rR66nsmvrsooUm
Dm scwlwar+s
+f Omym�+pmspiso.
z.eeRe�lanpspvocEo
.
0,9
o-6.: ox-n-a
revs
24 GA ROLL FORM SffR SECRON
no
Ute I
a e
e6cn .on
y+nmo-1s..nn+++x�
x6r
DNOOWRS98N. FAVE.
INC.F�HL�
12
LEAH OAROFTHL. 33018
(305) 556 - 6624 _
xo awaeC sWxnS.*T
+lnXsn
ar. xutin5
g 30 £ laaye
40-96 ^O%ON py StOZ 0 E
�ou 6ulxwp
? a'4 oNB®dnoY
�0 � Y lv vEa9 �J
1109 55
T I �%xdQdMg`L3aLnllf101N 2690( 3d YI1
F� � NTHI � Yi u6b
• - • o ONWds mlovae am c 13316 33S
pp 13XOYN9 aid 3NO
5 �'6-bPoo '"103mm'MEN .Z,
P a a 'ON- Omm mew3 'MIN .Z
,sa3MOd. A9 Pm-a3POd .B/C
n"�
a u
%'
13A31 3A3 IV 03NOUtSOd
3JU N31N33 NI S310H W .91/6 NI 0311VNNI
,3HYM MYH AU033S 3OYMS. AO
83M31A 8000 SSV8T7OI1M
qO
r
F
z
a � f A
2
l000 aB 30rsulo
m m m
8
13NVd m, .KO'
u VIZ
wSeas
.81 Hm (S)
A
.IZ am (9)
IV
Sl3NH dOd
.91/C
3G4�,
q
9V@y�
li
�3Jo
ro
pap
O
11 '70 o
p
YO ,A
.t
1 s310H 03HJN(la .V1
49C
1
�
13xva 83no lN3e sdv
2
mwd mis 'tl0 19
s N NNV .91/C (9) W (91
m Ng 6w x1.LZ/m-zm
M
Sa Oa NOUN .m% `lO .SL'Z
sa w 13a c .m' %'Y10 .SLT 1fVH5
S Cffl Nmw ,w x YIa ,zn
ION 13319 .,v % Y10 ,zo.1
30NIH a w w r30MH
r.1zo' x ,Z/1-L 3OIS NOWKNI I & Y
BONS /t J
E s .9/S % 11 /
dOd s33Na .91/C (t) /M 1
mLBua aw mma 'nas
wls •610' x •a/s-Z x
LW X1m c s'n mums
'Oi Ssllal .9/9 % OL-1/1 /M
(ll o) z m mN3LSY
(IYNatNis •-1 x _ X -Z c-c % Va zl
(aamnYS) _1 % _9/l-Z X YO tl
mmas Hu C nBMS ms
513XaYee Mom m319
.06D' % .Y[ % .817 % .8'1
a .91/C (t) HIVd MU ON3 ,
0's 0'a
3uSNlnos
093s aNY 1Nn'a m mma
tlm .BSO' X .t/C-1 % .Z/t
yy 3dll OY3H a3H6VM %3H
AIU4
BONS a31 9
`mav3w61
M3Hx m %
SIG,B/C X tlI
.B/S-1 .91/s
H1 aHsl' Oom 01
mN315V3 l3NOYNe NOYfiII 9315
a311Y1514 a00a AA
oxp3now doss 1YNoudo
DNIMOJN138
�f
ONI38OJN13H
35"ISC
_ \32ni
RWOO W 911
A dOl O I
.
.1/C-1 X .Z/I
s wutHa d s .yc X tl/ vWJ /M
/x 3NI5 am Bl aMi' .B/s % t1/
/x ONL /M smus mvmBm Bm, wO1
Ol mN3L J BONI 13Wd 30 nO11Oa 0
SSaal WM3MO1NON NYe'11 mils 'AT
91 .Z X .t/C % .t/hZ % w 91
90-96
Ou 6mxw1
!II
Sl3x0Ye'a .6"Z l
.OBR % .CC % .61'L %
-0.0 .01 ltl S19%Oraa XoN WNOWOOV ISM 'HOIH 'Li 9 Nrt 3" SH000 aM
wallan 3H1 IV OWH m M08M IN 3W SNOIm3S-.
.L9
1 .99
1.G*
,Yf
.a
,Y/C-LL.Z
Ol .I.IZ
.BI
.BI
.91
.IZ
,0-,B
,4/I-aL
.L9
,95
.St
.VC
.a
,Y/C-IL.Z
O1 ,t
,at
.at
.at
.9l
.BL
.9-.L
.L9
.99
.G*
.4C
.0
,Y�f-ll,Z
O1 .Itl/N
.IZ
.IZ
.lZ
.IZ
,0-,L
.L9
.99
.s4
.4C
.0
,f f-1L.Z
O1 .LY/N
.lL
.al
.Bl
.tz
.9-.9
.L9
.as
.54
.YC
.CZ
,Y/5-11
.Z OL .ltl/N
.Bl
.el
.BL
.Bl
,0-,9
BB
GB
9a
S9
Ye
[B
LB
IB
Nls
NLY
mt
aNZ
at
mOaH
e1 143OYld 13N0Ytls
S1HS13H N01L03S •
a000
a
g4T
NOD
tl-tl N011035
°y�p
a0
�mOA
H o
A ip
9
0
N=tD 1
3 D
3tlwLLw 13V
y
n
voslss
Lttw
% .L % .9/IK
W)Ua
x 13US 'Attu Y!
N3 3
53=1 OJ ZJ33HS!0
NanSV R z 133N5 33s
Q=9"AbfP53S
smud0
arts .9/s x Yl 11 (1) /N
MN316rd 13xNtl9 1101109
13 11'wtt0 YO ZL
11315 !0 mols NIa9 Ol mma
1YM dot mIHIYd n315A'IM
NBC - H1 ON1• S GM 1WN
RX 6C - H1Omtl15 01wi'NIX
OY-0 .1108 ZW AN
mwa v31s mwaod non .Yzo' 'ww
SAS .B/s x It / (9) /N
mmmi Qsmw N311(a
mS 'AAS YJ It
W'41f0-YI/ YO'N
.YJd i6'0 - ll5m0
no
4vszu-ol/ YON
KLGUO
r>'P�B3611s�� lm
11315.9 x vo W
583 IOtl 13315 ,as x w .
aW aNNS3fl ,.
S'N d .91/C
NOl1d0 a000 wD09013N AW1
5mfl1BG% m(qa/N mH3l5rJ
' 133L5 X.Z
.i/1-S Y.0
$ HIM dM
NLW, MMm
aN31W! Ow MWd liLs mwtlM Sao, % ,/c
ux3MOHmonMx13Hua'
WOO fl00NOV3H Mm
(TMOMO)
13%hM9 d01 (amwl
1 A3M d1
s111N A 1lOB'ss OZ-0 (Y) NIYA
NOW1 m ffl 9 j
Gum M % at
m w b0 41 x .Z/1-1 % ,Z/1-1 Ol MO m
.Y/C
13%OMIa m mml
Mind 13315 'tlO it X .Y/L-9 % .Z/1-Z
I
mwBnm 1331s wwo
-SAS .B/s X YI IF (9) /1
13% aid C
\AlWoww Ow 039w3 .0-1NIIN
XS HWI NO 1301 N I
s9M0w 3w9dls .91/9
,YOt. % .f x .C/L-1
a0 a00N. 01N1 SN380S 0VI ,B/s-L x .9L/s
/SEP DOWNG SCREWS
m OR
3/I5' 'RNEX' STEEL RNETS
LIWHCRP W/ COME HEM
Ng AT AV O.C.
W0�00 WICK
V I AND it 0 ENDS
cc TROD O I I� I`IIAJTNp I FROMDAL
OPTION 'A' V OPTION '13 \�2
WOOD RUCK CONNECDON TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG -OM MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS US SYP WOOD MK AUACHME T
TO am STRUCTURES. IF THESE METHODS ME FOLLOWED NO PDORIOWS. ULCUTATIGNS/OESICN
WILL BE REWIRED TOR DESIGN OF GARAGE MR MCMORILE.
DO FOR OR PEPIACEYFM APPUCARONS WITH NO ENONEEL OF NEW,,,, WSTINDANIN MY BE
VERIFIED AND APPROVED BY THE SM=MG GFFKWL UPON INSPECTION.
5/16• X 1-5/B•
LAC SCREWS
AT II' O.G
MP.
WOOD RUCK CONNECTION TO MASONRY
PRESSURE TREATED US SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
CROWED RMFORCEO MASONRY BLOCK WNL OR CONC. WWMN WITH
1/4IN ' MTRALON BY WSPACING OF
12' GG INTO GROW 1,111ED BI= WALL WITH 1-1/4' MN. ENBFD
9GC, IWO 3000 PS CONCRETE, WON 1-3/4' YW. FNBm
2-1/2• WIN. EDGE DISTANCE
1/4' TAPPER BY 'POWTRY WITH SPWNG OF
B• O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MN. EMBED
1/I0• X 2-1/2
r
O• GG INTO 300D PSI CONMEM WITH 1-3/4' MIN. FARM
F1llEf WEL0.5
3' NUL EDGE DISTANCE
AT 12' O.C. Olt.
J/B' CONFIEX BY 'F OR
J/B' IOT GY'lIW WIN $PMWG OF
a;<H
21. O.C. MO 3000 PR COA'CRIE L WITH 2-1/2' MN, EMBED CONTINUOUS
3' MIN.ME DISTANCE CO WOOD
BUCK
J/B' HLG SIFt\L BY WIT WITH SPACING OF
B• O.C. INTO GROUP GEED BLOCK WALL, WITH 1-%4' MIN. MOM. 4' MN. EDGE MET
It.O.C. INTO 3000 PSI CONCRETE, WIN 1-1/4 AiIN. FPBE➢ AND
2-1/2• Mill. EDGY OISTMCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCRW ENGINEER OF RECORD OR MCHIRM TO VERIFY
MEWACY OF SUPPORTING STRUCNRE TO SUPPORT LOADS OIPOSDO
BY DOOR S151FY.
MR WOO REPLACEMENT N RETROFIT WIRDINGS WITH NO ENGINEER OF
RECORD. OONt WAL.LAOOM MY Be TEWEWEB MD APPROVED BY
BMDNG OFFICYL UPON INSPECR011.
MUMM ERERIOR(h) LOAD PER JMB - (I6.1]' X AS PSF)/2 - 35B Wa Par Ft.
MAKWUY IBUdOR(-) LOW PER JAMB - (IG.1}' X 70 PSF)/2 - 420.4 1pa per FL
RE1IFO X
I/1' X 1-3
/4' MEH
X A9B
w'Map AWPIEt
IIUNOMI
RUBBER W'SFRIPPWc
use
aI 4
ROTTOIA REAL
STEEL SIHUCNRE BY OTNES
MM S FKV THE IMBS OWYD
BY BOOR SY51EY
440
00
349
ueo _T
X .058•
SCREENS Z
STEEL RIWI S 0
COME HUD F
g
C�
oG
U 'o n
m
a
oaa;
Cd
m
yLLt zLmLgqf
Q W:IY
�ACIAC •—
_ANCHOR
ANCHORS
STRYCNPE
EMBED
SPACING
EDGE qST.
J B XLC SIEEVE BY HILR
CONS.
I-1 4
B'
]•
3 p' CONftEK BY ELCO
LLEO BLOtIf
_
B'
JJ 4
3 B' MABOLT 8Y 'ITW'
LONG
1-1 3
p'
y
J B POYER-90LT Sr
CONS,
J p SFEVE-ALL pY 9YPNN5
CONS,
1-1 2
B
J•
CONCRETE 1'c - XOD PE WN.
C-90 GROUT RLLE9 BLOCK I'm - 20M P51 YIN.
01 A• 2-,/2 GA X 14 _
LONE X S. ANGLE i-1/2'
12 GA GALV. S UL
MT BRACNETS S31 LOG 2-1/p• X 1• K 14 GA
AT ,2• GG IN BOOM GPNG. GI%12- STER.]WINCH
AT IB' O.G MOVE DOOR OPNG. FASTENED TO TRACK PLANS
CONNECTD) TO CONT. ANGLE W/ (,/4-20%5/B' um HE.
W/ (3) SIGN WEIRS AT UCH SIDE SO II S. k IDCK NVI
HEART TRACK LONWNUWS ANGLE NALN
TO STEFl }O LONLflFTE MD F1ME0 BLOCK
ALTERNATE TRACK INSTAI IATION
PAOW1LTf1F21kWFp
G8593
FbNA
���WMWm
/
Am01es W O/
0 2015
�
98-05
1N
PANEL
. (.OM) SIEFL YIN.
u6L w*sNm
(4) /a X D/{• sus
e 1-3/E• mom mm
AND 6-1/2. O.C. W ..
75 X .062 DEEP
10
IN . P0. IIONATE fEYNI
('SF°lo wNOvmE PIASIIC6'
LT!�J
C 110-111 _1�
(4) /e X a/c sus
INSIDE ELEVATION
1
11
I 6 1—D/9• PNOM OW
I AND s-1/x• O.C. MAX
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
ICI
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
I
I I
/a X/a• sus C
O
0 D/9• FROM mD6"j
Alm I-1/2. 0.C. 1EOC
175 X A62 DEE➢
�CROOVE
/a X 3/1• SMS
0 a/s• FROM mms
AND ]• = Y
DA WA m
ti
a) slm. MN.
wa 250
*PLASTIC CHAPTER
COMPLIES WITH
CHAPTER O LI FBC
SEE EVIDENCE PAGE k�il
L765 L725 6
I1M
o
—fl ug
goe
.ns .e6a 0 S a
* EXTERIOR FRAME * INTERIOR FRAME e1 n
RIGID PVC ONE PIECE INJECDON MCC PVC ONE PIECE VMECIION � 6
�+6
j 'umi
Q bI.i3
0 r Z ^ m
m
YSmm I
8 0 ig
. $
oZ
Q N
__ M. PE 0522 HiDDYCERRNEN'F{) g I
�irtlDW ilerMa M l k .fi.tt
DNR PANEL EXTERORN0 .0/ S 2 5
21 M (.D26) STEEL YIN.
Is/Is• WN D.L oPc. 0 2015 A emwmy no.
61A2w0 aITE MIMnI ga6q 98-05
ww6Dx wmTx
,sheet 6 of 6
MIAM�I•� MIAMI DADE COUNTY, FLORIDA
M11191 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy
Lawson Industries, Inc. umlmlmr-LJ
8501 NW 901 Street BY
Medley, FL 33166 St. Lucie C®UI14y
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami —Dade County RER—Product Control Section to
be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control
Section (In Miami —Dade County) and/ or the 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 "La Porte" 8'4" Outswing Glazed Aluminum French Doors — L.M.L
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 Renewal stamp with
the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section.
N'IISSILE 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
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 renews NOA #17-1212.09 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.
MIAMI-DAD, COUNTY
of
41
NOA No.18-0503.06
Expiration Date: June 05, 2023
Approval Date: June 07, 2018
Page 1
RANDALL Es S T OFFT
APPROVED
APPROVEDA3C0RRFCTED
f acnmu% P.IL
AF=11105
REVISE & RESUBMIT
® REJECTED
This rav) w M only for general confennance viah the dasign concept of the
protect and general Cumplionca with the information given in the contract
documents. Corrections or comments made on Ule chop drawings during
Vi!s review do not re'rsvo Pte mntractor from compliance idth the require-
nw.nL: cf V:e p!ansand spac'r."jcatoas. F>,Cproval of a spec;iiC item shall not
inu,doapprerriOlen axemb!y of which the Vomis aComponent Con-
fra,=r s rsponsibfa for. Dimensions to be cofiaTned and correlated at the
job CIO; Information hot pertains solely to the fabrication proomes or to
the means, mESmds, techniques, sequences and procedures of consUuc-
Von: coerdingon of the work of all otter trades: and for performing all work
in a safe and saUsfacloq manner.
DATE: �r 1 . l6) BY:
MIMI®- MIAMI-DARE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208'
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy
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).
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 "La Porte" 81-0" 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. Solos, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with
the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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
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 renews NOA #17-1212.09 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.
MIAMMADE COUNTY
5,
NOA No.18-0503.06
Expiration Date: June 05, 2023
Approval Date: June 07,2018
Page 1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.11-0202.03)
2. Drawing No. FD-2003, titled "La Porte -Impact French Out -Swing Door", sheets 01 through
06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated
04/15/15, signed and sealed by Thomas J. Solos, P. E.
B. TESTS
1. 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 aluminum Outswing French door,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No. BETI-11-3201, issued
on 01/06/2011, signed and sealed by Candido F. Font, P. E.
(Submitted under NOA No. 11-0202.03)
2. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum Outswing French door,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No. BETI-09 2623,
BETI-09-2645, HETI-09 2624 and HETI-09-2646, issued on 10/22/2009, signed and
sealed by Candido F. Font, P. E.
(Submitted under NOA No.10-0128.04)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, 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 aluminum Outswing French door,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897,
HETI-04-1896 A, BET144-1896 B and BETI44-1377, issued on 03/08/04 and 03/12/04,
all signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under NOA No. 04-0607.04)
4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8
along with marked -up drawings and installation diagram of aluminum Outswing French door,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No. BETI-02-TO95 and
HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under NOA No. 03-0219.01)
Is aq L Chanda, P. E.
Product Control Examiner
NOA No.18-0503.06
Expiration Date: June 05, 2023
Approval Date: June 07, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBM[TTED
B. TESTS (CoDr uqum)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile hnpact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test; per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of aluminum Outswing French door,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253,
BETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI42-
1763 and HETI-02--1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz-
Seda, P. E.
(Submitted underNOA No. 03-0219.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the
manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by
Thomas J. Solos, P. E.
(Submitted under NOA No. 10-0128.04)
2. Glazing complies with ASTM E1300-98/ 04
D. QUALTiT 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 - Sailer and Saflex HP Composite Glass Interlayers with PET Core"
dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance to, no financial interest and compliance with the FBC 5t 1
Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Solos, P. E.
2. Statement letter of conformance, no financial interest and compliance with the FBC-
2010 and AAMA 101/ I.S.2 97, dated 01/25/12, signed and sealed by Thomas J. Solos, P. E.
(Submitted under previous NOA No.12-0127.23)
Ishaq I: Chanda, P. E.
Product Control Examiner
NOA No.18-0503.06
Expiration Date: June 05, 2023
Approval Date: June 07, 2018
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNMTED
F. STATEMENTS (CoNnNuw)
2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E.
(Submitted under NOA No. 11-0202.03)
3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane
Engineering & Testing, Inc., dated 01106111, signed and sealed by Candido F. Font, P. E.
(Submitted under NOA No. 11-0202.03)
4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso.
(Submitted under NOA No.1 0-0128.04)
5. Laboratory compliance letters for Test Reports No.'s BETI-09-2623, HETI-09-
2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing, Inc.,
dated 10/22/09, signed and sealed by Candido F. Font, P. E.
(Submitted under NOA No.10-0128.04)
6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A,
HETI-04-1896B, BETI-04-1377, HETI-02-T095, HETI-02-T090, BETI-02-1253,
HETI-02-1726, BETI-02-1728, BETI-02-1736, HETI-02-1742, BETI42-1763 and
HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and
03/08/04, all signed and sealed by Rafael E. Droz-0eda, P. E.
(Submitted under previous 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.L", approved on 06/06/13 and expiring
on 06/05/18.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. FD-2003 Rev G, titled "La Porto --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.
Note: This revision consist of editorial changes of FBC 17 (6a` Edition) code compliance and update
of glazing interlayer.
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Ishaq L Ch nda, P. E.
Product Control Examiner
NOA No.18-0503.06
Expiration Date: June 05,2023
Approval Date: June 07, 2018
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 (61 Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
G. OTHER
1. This NOA revises # 14-0908.07, expiring 06/05/18.
3. New Evidence submitted.
A. DRAWINGS
1. 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.
Note: This revision consist of "No change".
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS (submitted under file #17-1212.09)
1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
2. Lab compliance as part of the test report.
G. OTHER
1. This NOA renews NOA #17-1212.09, expiring 06/05/23.
Ishaq 1. Chanda, P. E.
Product Control Examiner
NOA No.18-0503.06
Expiration Date: June 05, 2023
Approval Date: June 07, 2018
E-4
WACS
FRENCH
OW -,PING DOOR BILL OF 11LTERUMBE
SCOR f
DRVO
P-R, /
MAD.
VERD 10N
EAE
1
L-901
Lll 0
1
FRAIE HEAD
6063-T6 N.WpUI
2
L-902
UX.97
1
MALE SILL
6963-16 PLLNUARI
3
L-903
L11-090
2
fRME TALL@
6063-T6 PLUNRLN
4
L-904
U116
2
SIRlETE JN0 ADAPTER
WS6 to KINMIN
5
L-906
LII
2 x PVM
PANEL TOP L GOTTEN RML
f T6 ALIMINM
6
L-907
Lll-09l
1 x panrt
Nomm STR£
F T6 AuKROAR
>
L-MS
LAb9A
1 x —A
LOCK STDE
61A3-T6 ALINMIN
0
L-909
111-095
2 N PL6N
TIP L BOTTmI RAR. AbTIFR
6 T5 ALUINUX
9
L-9R
La'615
AS REM
1/4 RURU ALIM BEA➢ - TAG'
6063-73 AL WWN
10
L-912
LA-ORT
AS St"
114 RP90 ALM READ - 3/B'
G)G3-TS ALUBNUR
A
MD624
L-908
2 x pnnW
lMGC LEAF ASSEM0.Y
6043-T5 ALLIH IN
M
WS-001
lP MSG
At REOM
OM V AVWP: Teon Ruacx, Inc
See Wterhl corooslt at SFeet 6
I3
PVS-00
1
AS ROOM
VTST. a Tla/ . MLS
S tH FS - 197.. x 210%
l4
FVSooz
•
AS SEUL
VTST. a FRAME HEA➢ L JANR
SN1e 1 PR - Jer..x mv,
1S .
L9I0
LNG
2 x p
STOKER TONING PLATE
6663-75 ALUKDLN
16.
FD-619
FDd19-I
2 x PVM
STRI PLATE
F T5 ALU VM
IT
FD i
ut-0
AS RECR
6LATIN6 REARtER
60ES T6 RIMINI
IB
RUfOI
W-.
2 x PanaL
DELTA FLUSH SOLT
(e TOP L SDFTON OF LOCK STELE)
19
FD-621-2
HC-024/W5
1 SET
DOOR L¢% / WA. BELT SET
NVLCSC7 - SeHea 690T COIDO
20
F➢-621-2
HC-024AM5
1 SET
pmN LOCK / DEAD BOLT SET
SC LADE - SeFNs FA950 noto
21
FDti$-2
WL 034/025
1 SET
DOOR 16Y /DEAD SO.T SET
DEFIANT - S•elea 831 CUGO
BE
F.bOM
AS REGM
Frvne L-WI. SK - Wad
a- Wtn at swet 4 0P 6)
23
FS MS
AS ROSS
Fr a VatalL Se- Jeeb/911
(See Note at stoat 4 of 0
24
n1mG
1 R
FRNE (StEI®I.Y SCREW
112 x 3/4' PKK
m
LEGS
JANB ADAPTER SCREV
110 x 3/4• PN-P16
M
F 4REC'0.
V4 KRUND ALM DEAD - A/I6'
6053-T5 AWONM
2J
8
(SAGNG AMTT. ATTACH SCREV
PB x 11/4' FH-FHL
28
Panel
➢albt. Rot Auenbly SCTe.
3/8-x2 1/41 Wx Sme. L Nvt
29
REOT.
NEII CURE SILIONE
SrJriee-NoreWOJ M-57M
30RI
NEUTRAL CUSS31Ants
jFSZ49/Pwrk
NEUTRAL CISE SRIfIPIE
T,. S-=
32
REC'%
I t•6 Class m Pa 5
Aprnt - Smtey ¢ass33
RE09
L altOPeu m Pp 5
- Pva
IIEP%
LWnote6 Mass •n Pg 5
Smmx - PVR
3S
orel
PANn ASST ALUM MUTE
1 V2'x 2•x 1/R• (60C3-T5 ALUL)
26
_d
Parts as' FWl L..'T Had
3/8'11a.-MD Rod, Plate, ftanPe Nut
37
•
FS-NI
a
HDGE ATTACHMENT SCREW
LI0 K 3/4' PA / RR.
M
rtb
2
SIPaLEIE ATTAO94:NT SCREW
LU x V PN/PHTL. - (IT' GO NaxJ
39
HC-006
IffI11510614
6/.
V2' 3i HaI. ftug - ". 6-6
MIO10iA5TICS - R .ell H-79
40
NCbOT
Ml
?JPoM
T/B' ➢b. Hok RW - NO- 6-6
gCAD^{ASTIC3 - RocGx.0 N-79
41
NC- S
VIDS.T
FLUSH BLLT SIR Rug - Ny 6f
SIS43PI.ASTIC2 u Rn tk W79
42
L-913
LAbBt
AS KOS
V2 SIGNS FALSE ALM NNTpI
6063-m ALUMNI
0
•
A
AS RW'R
WT FALSE AMOCO HNTN
125• x A STICK ALMNUN
M
L-91S
F➢-623
AS REDS
FRAME LEAP SID.AP RATE
6063-TS &WHUN
45
L-916
W-A)
AS GOES
FRAME lIN SILL - DPT1041.
6063-T5 ALMINUX
46 1
M-MS
K-050
I
T MVNT FLLL4IDRT LOCK
CFTMW. ( FOR e/- 760 psf ➢P)
47
F1626
FO-626-1 I
vpPo
fuCH BOLT GUIDE ALM ANGLE
1 V x I VY 1/8' Alo 6063-I5
48
F➢-
F➢-621-1 I
iwP
2�.t,t . matt GWde MTi.E
3'x WX 112'x VW A 606375
49
•
MOVES
JaM Sea1Mt- Wt. Cc
'PvNa Cw' Sup.e Sw
50
F➢-638
NC-
1 GET
IRIX ACTIVE HANDLE L TWNRI
A9M1M01 OVTMD
51
F➢,697
HP
l SET
HLTI-MMT LOIX ACTIVE
ASLAN➢ LM.T.To
M
FP640
NC-
T
LOOK PASSIVE NADI L TRMSET
ASIRMD ..IA-P '
53
Mtr09
HC-
T
NA.TI-PDWT.LOOK PASSIVE
ASHLAN➢ IWUO-STPAS4
54
F➢-641
NC-
w1
14�
NNtI-POKt LaG Bdt ..de
MON 6-6 RaCoAl N scnte 79
55
FS-
t G . Attu Fa —,
AS x V2' PH/RNIL56
FpK@
MC-
rcR
LOG T. Ms ' AMP4r
NYLON AO.WTER
FB-643
RF
L. Batt.
INYLINI AD.VTER
IAl 12' IW IMt VWN
Sidetite mono. y.abL $Wln❑VtlT PwIVWx =
( 33 13/I6• Nax,) n ( 35Puvf3/16• ....
2
N
.
S
ALmeurt WLT_QPI1
eA SEa/
\
25'
Noz. DLO
Vlc
3
=
`
Active
Inactive
m
6 Ve.At
Sidelite
To
m
a
i%.
/
TIDURLE-�
�
I
Side�itl
� raloR
a0XXO"
svtLyNc o FRAME HEAD k slL
EXTERIOR ELEVATION
ss
(BEE BfEPLTI0N9}
CuLIFTESS STNGIR k IUILTRTo Mom
TES
ONTGSSIZE PR'5 ENO 10THOTIP s p3
CGK.
1).
I). RUS PRODUCT IS 0®CNEO AS PER flONOW. BUDDING CODE (2014-SN EDOION &
ru /4-3,
WL PA116 9® 1/2'�. Y 06 E/PLI OD,O
201
20W - 61M1 mNKIN).
EES k WT p COL MTN"TOT APPLIED %/90lCONE.
GLASS EIAE OF AS AS PER PIER M OF FDC CODE.
GM OR MOLL
DOODLE BOTTOM nano
3).
3). lx OR Ex WOOD BUCKS Of OTHERS, MUST E ANCHORED PROPERLY TO
2X Do SUCKS , MUST B ED
&LAICQCUuFMS TH OE IN
N1Z DIBTIT% OPENING = E83
STRUCTURE TO BE REVIEWED BY BUILDING ORICW...
O
TNCIAORS LEAD TO THE STIG.
HERTH
Wr, OLTTLTH OPENING ®GHD = 69 1/e'
4). ANCHORS $HAT. BE AS AND S
AND SPAEm AS NOTED ABOVE END ON
SEE ELAPLTIUN AT I0f6 FOR WE. ANCHOR SPACING
OMWMA O ANCHOR
R EJA TD BASE WTERLLL ,TALL BE
RECORDED
OII@N910X8 EPEf9P® ARE IN INCHB9
L]. DR STUCCO.
BEYOND WALL
SMR ,
NO
NO HUEOCLNE SHOTT&+S ME IUCti18®
SEE SHEET 4 F TNERS TYPE
O 6HE%T 4 OF B FOR PIGOT
6).
D). SHC I IN
RVRG 0R CONDITIONS NOT SHOAN IN 1N6E OETNIS
lgO0UCf1RLY6®
ARE NOT PARE OF IH5 APPNDVPL '
ME P OF WIG
um.P101.L.n U.sL.NW
Idbff'I'AOR-
(rYU{Q4Y
A.mpnv NO 17 /2t7.05
1). NT 386 PSF W/ (4) Surface Kalb k Clam Typee A B, C h D.
BtPWWwmNaax,Ra{Tyry
(SEE LO
(SEE LP m & DETAINS O 2H ci J OF 6)
2). 64X. OP � tJe PSF W/ 2-PP'M4 trek (ae5ro)# (2) Su)feea BeNe al InaeLVe
T
4u
3). ItoSUI %. DP a 3T6 PSF W/ Flat k moat be uaed .h.m •atm inflt.Uon 1.
R09LA90N1L BNm�
qm�4
at .,aired or apening is pmtecfad by weMvng ratio grevbr Non....
FL me. fAMS;
4). IIA)L DTP fee P�SFq W7/ I7x9k (�1-vMx)+Il-pvssNe) at irwcliaa
AA
oeempty
(A'u1y8-PONt
O ®1 \! awl NW SON, SL
v1'SQj
LG tS�F• O
.•..'ITS
Bn1aW b a/ 9%C10m k adfi.d
OW.bG Obm el/ER/Ie
e VV
��LLiJ���iiILLL Y i.J C mmD ,, FLOMOR 33166
S i Q
bm-4 Unh-Pa(at Tat 01/W/11
53, c. (305) 6B6-8660
O k
Aer4e6 ta ao.,I, t/ "to no
WLWPLLTOFSA O) OOYAT IL6YA9Y PLVDOIs
IRn PUSS naOrzT
--
8eeWL to a 1T A/ 2014 PRO
HevIW b aemob �/ Ml9 FH11
xaA MPWVM luriaY rf ^cx o�oeR
) aF e
OF
Nelson pa•m
French Out -Swing Door
MD 20W
.S ]/6• 4_ uYt Vtla
IL
( 35 33/16'4nwr.')
II
�
•E
aP
B
)
II
lE 9
3>�IpXS ATAT &EWLT
"OXO" ELEVATION
to vY Na. I..
SSE uTS W. eaT
SRUellte i�ie4'U SS.Ing
( 33 l�3/I16 �nnx. JI A (35 3/I6na�
11
2
mo
Y .
� r
6
i
6
GII
/6
o
DII
p
ACt.14e
II
ES
DII/
8d
4
N
E� \
ryry Auve
u
,•
B
6FE IITDUUiE BCLiJ /
o3PII�0ra6 a MIm
"OXXO" ELEVATION
MCHOR NOTES
1. SEE 6 AMON AT SHEET 1 OF 6 MR
ANCHOR D.C. MM. SPACING AND LOCMONS.
2 SE NIIE 5 4 Off 6 FOR INSTAl1AT10N
Im
VATION "OX" ELEVATION
APPROVED CONFIGURATIONS
1. ALL EUMATION3 PRE A GMPHICAL REPRESENTATION
VIEWED FROM THE IXIERION S1DE
2 FAISE COLONX MUNONS ME APPLIED W/ SIOCONE
AND ME AVNI I.E AS OPTIONAL.
3. PANELS ME AVAIABLE WIiH SINGLE BOTTOM RAL
OR DOUBLE BOTTOM RAMS
4. OM -SWING DOOR WRHOUT INSECT SCREEN.
1ii,000CT Mtkk'P/kt3
W—Ib4.E.p4fb"
BSW6 ,Cme
Aenp..ePN 18-OSR 06
OPInnOo H.be'S.
ROBUOrY[TT®
By �µya�.11,....�r
m�EGrWdW6lkkH:FY16b.
6M)♦f461W�
A4aplubN. - r •05
E4PRnM4v OIbyJC IA
OF :&-Z I—^ N.l Er..
38 D/3' h
W 1 vlm
i ] \ / ^6WIpKt W�91Fliv
6
"X" ELEVATION "0" ELEVATION
'IePmte' HEALS FRENCH ODS6 S DOOR - DEMON TOAD M RS
PAYII, mfN�ODT
6R"A'
IlPf8f9)
NO]®
OP
MCHI�
➢P
O1A99 T(P8
•d' k •R•
PlY&4
DP
(FDr )
6CNLL 90
(IN4869)
BIJ84
61J88
,RIB •8.
a/-(P9P)
Clk�
1,PPE •D•
7nOm.
gF •
16114'1]
E2 R.4'n'
Pd ve
1/a'
34 1/4'
�(S
11 3/16•
_a]6.0
_p60
3/16'
q6A
q6.0
5
i36A
E3 3/16'
N6A
+]60
3
+66A
P9 3/16'
+_>6S
q_ 6030
'a
S06A
31 3/16'
1:79A±76A
1]6O
t>6.0
5
+B6A
35 3/I6•
q6A
a]6.0
ID vP
16 1/v
PQ 1/4'
2B 1/4'
301q'
34 1/4'
93•
WO
6
+86.0
11 3/16'
+]6A
+]6.0
6
+86A
1] 3/16'
t]6A
_a]6A
6
+86L
23 3/16'
_q6A
N6A
6
+_86A
29 3/16'
N6A
_Q60
6
+864
313/16'
1 _N6.0
_N6A
a_76A
6
I..S
35 3/16'
1 +760
+]60
+]6A
x[Wlmlwrs eintortw W[E
D PAGFN111EW9 IHW:AIFS f pV'A4CIIOP6 AT iRY2 "a.
"La Porte"
8501 NW Mth St.
MEDLEY, FLORIDA 33166
ON) 638-8660
Out -Swing
MD 2003
W
LOV FOR SPACING) 5/16' TAPCGN V/
I LY MW ENDED
PJ�A
TJWOM HU[K1NTERIOft 9mfi 1 z 0'.T.) VgNg 8U]( SE£ ELEVATION AT
1/4' HAY SHIM UP. (SEE NOTE 3, SHEET'D SHEET 1OF6 FOR SPADVIG
WMUWON
LOCK STILE 3q 19 0 21MUWONMUWOINrA�o) JAMB I 1 SNNIte 27 1Active p 46 I"iNe O I II 'Z 7sltlellte'T 12 38 l[.1/ '•i,'�.T
O
� I
{11�IFNI
►—
`az HqN smx t-�
MIN
C
1. SEE FLLVABON AT SHEET OF 6 FOR
ANCHOR O.C. WUL SPACING AND WCARONS.
2. SEE SHEET 4 OF 6 FUR INSTA AEON
FASTENERS TYPES.
J\ I Kd D.wyw
OO vo'mvOx L 1 a I Active Inaotive
EJ �_J 4 L_ J e yG ppTTONAt. BOLT W TOP RIB. ON)�. s "
LOCK MURS 10711 FLUSH BOLT LACE STILES TOTH TWO -POINT I.00K x1 q /, og
k FLUSH BOLT •KWyF
INTERIOR SIDE
EXTERIOR SIDE
SILL y. HelBht
IRN EHBED. INTO
35D0 P3T CONC (iYPJ
l
i ve•aNxw v/
SE:
IN. iD¢ 06i.1 (aSE 1 M 6
ED
6'
yo rt d
®
ht
I
1e
Active
'�
ten
TOactive
1g
O 3 qS
1Helphtl
(•) OPTIONAL SILL.
!^•i F MTN INTO
3900 PSI CDNC.(TYK)
OPTTONAT. BOLT 0 BOTTOM Fen.
..
j y •�pa� V/
(SEE DETAIL 0 FOIL !UNITING LOCATI N )
PLUSH BOLT k
TWO -POINT ]dULTI-POINT
OuN'TttE psTJ
23
hl FIAT CRI. NOTR
INODOCI RCNnpb
aemyg wMO trpl.lY
Aaap4w NO L d i•06
LaTInIW Tj
—. DP . 0s PSF m w . tae P4
OPTIONAL. LOCK DETAIL.?
TWO -POINT LOGE LPITfATIONS:
1). MAIL DP - S66 MF W/ (4)
SUMace Gelb k Glan Typea A B, k C.
2). HAS. OF t76 PSF WI 2-Paint
Lock (octive)N(2) SuRace fiolta O Inoctlre
MORS 6 SBIELTIES VIM THIS SILL TO BE 95 1/4' MAX FRAME HEIGHT.
THISTYPEIS T6v paF v2nGx Lvnv Auv
USED WHjERE VATER WIILTRATIM M NIT REQUIRED OR THE
MOM OPENING IS PRDTuTED WITH AN EMEMIO CEMLING OR RIDS
OVERHANG GREATER THAN OR EQH& TO THE HEIGHT OF THE WALL
THE =RyIS LOCATED.
Dgyy I. SUMS
pg M®
4
�, kN
t
'.•
�; •
669p6
S C
W
TE OF W�
,G oP/�M1•i�=_
NT.
ge.: ,d 1 Nor.
l..R.6TNaa (2=01 %Ei/IO�O" k aM.'
4Wwd mmt-pomL Tedv 01/¢7/u
HMee6 b .Mply T/ 2010 no
Healed b comyly �/ 2014 no
Haaleed U A1T ITC
eompla ./
/WEREE
% 8501 NW FLORIDASC
�1`3M1. l._J ®1 tl MEOLLY, LORI33166
s'i' s c. (305) fi96-6660
"OURD". OP eVITJ1T ILUIpNpL pAD0I3ImD 9 D00%
o— c..�
ipA MAroVLL �" P'.•'a:
� Mm.(n
I
rRgai 000a
= CIA,
Net,-EHc-
it ai 1T
"LaPorte" Impact" French Out -Swing Door
Nai.an Baaan
Ol 20 12
"nee.
n""""'N" Fn-2003
DATE__
`J
INTERIOR ME
LOCK STILE
Active
JAMB
QaERiOR SIDE
JAMB 19 20 21 LOOK STILE
OvM'HIM
NA% S
f—I
1 _I
lEMBED
Off'/
O
UNIE Wol Ii
EXTERIOR SIDE
MIN
(TYP)
UNIT W__
Ur MOR SIDE
m:
PMtl
(
iy`...
..
SAG• I'Moll V/ 9/I6• TAPON V/
1 yr MIN EI R S 1 v.�. T 1 v2• Mw EneED
E MISS FOR SPACING Tm sEE N0TE3 NR SPACING
t «T.UT,,. (' .. . _... /"1 M P.TJ V000.MY%..
LOCI STILE 3 4 A"
19 0 21 MUWON >('IA'
MTF.IOOR ME
3i 9i— —i]� n <B 3E _ (1sJj
SHIM TYP. H
Al
(�{A1En(i/'ST 9 10
� S%TERIOR
n o(42
M'lERIOR 9IDE
® 23 —1 2' H 1 23
SILL y `•nST He�9hi SILL
} 'T (•1 }' MIN EMBED 7 J
Tye
5/I6' ELCO TMNN W/
1 L2' MM EMBED. 1 1/.
(MIN E[CE a6T.) (EXE SIEFT 10T 6 . SPPCOY Ni ME
� Active
1/1' MAIL SKEIN TYP.
A B i
12
8)TEWOR �@
3B SlaelNe O
ASlacMent Scren
(6 IB � t[ eecM1 eI of jaMs,
per aae[te >
RNTERIOR SIDE 50 51
IIRO00R SIDB C
gHom AEMEIPY IDCK STILE
o (dAsales wlM �eNIYe 56 57
Ampm(eavm.1 -AXPLa ACHve 7
u0palae a
Nlri m 17
IXTRRDR 5mE E2 1
RO EIREQ
2 PROTI. Lic. M, I,=
72 PL nC. ,862ffi
SpT''� 1(a.Me6a1e cameV w/ rarDDT x u
. B, ,:9E•:Osi�' IpsN.a ghee plat Seel:
T
`x:HeIOFt • 1.k C [Redee6 W a(omplTw/ 2010 SEND
�d to MIT FE
' MIN ENeEp. MTO C T QF a4� °ia'�" Nelsen 8cem 11 01
'3500 PSI CONE. •�; nmN (iTP.) ;i •. (,�yAA�O4•y}��, Ne4vp 4eeo 01
DATE /OH&L .. mt
Inactive
V/
IIAT SHEET I OF 6 MR SPACING
INTERIOR SIDE
_LOCK STILE 3
n
INSTALLATION FASTENERS NOTES:
'1X RUCK.- MINIMUM REQUIEM FASTENER LENGTH
HUD: 5/16' X 3 1/2' Len9 TAPCON(•)
JAMS: 5/18' X 2. 3/M' Long TAPCON((')
MULWNS; 5/t6' X 2 1/4• Lang TAPCON(')
(•1 TIP ON�9Y T r0 U17TACor
'•/T RICK' MINIMUM Mini FASTENER IRJ(•111
HEAD: 5/i6' X 3' Lo^9 TAPCON(•1
JAMB: 5/16'
MULLIONS: 5/18' X 2 Ile Lang TAPCIJN(')
aM BY RI n0 UIMC017
AT 911. 5/1G' TAPCIIN W/ 1 1/9' MIN FMOFO
IMO S500 PSI CONE. MIN.
NQEEZ ALL FASIENUMI W/ 1'1/2' MIN. EMBEDMENT.
1 1/A' MIN_ FMF DISTANCE h 1/L' NO SHIM IMCE
ANCHOR YIELD SIRID4M FY-1551,sl
MINOR ULTIMATE SMENONH Fu-InMl
1 AIL WINES URNOTHS 'L' 9PEOMED ARE LMIIRMd
( SO BCIPmON " SMEE I ee 6 POE
ANCHOR MAP. SPACMO AND UUTIDN9 I
LA�/'/ ® ® / e/ 8501 NW 90tN SE
����JJJJ F 9 /.J 1 W 8501 N, E9(ft SL 31fi6
a (30.5) 698-BEpp
'MLWPICPO8A8 OP pOILFIILVY➢!O( eA'➢OI9IAD OLS9 AOOAS
M ATrtWK pw am MIMP.IR iAe U� W(W — I Ei e
"La Porte" Impact" French Out —Swing Door
P�A`�Mn .. MD 2003
s...e O
�- FvaaaT A„Aa.
gM9t.
nz: i.• nlnC�
11 VGllm10 EaR u•
.1MM[Gl -
FRA}dE ASSEMBLY DETAIL SIDELITE/JAMB 1
�o.a a. Arms
SILL SEALANT DETAIL
wlc. m m vnm mmam la n. i ✓ ... ,...
BINGE ATTACHMENT
DETAILS 1—
IItW 16'K[ IW N O➢1
sms �
aw VMism
PANEL ASSEMBLY DETAD,
mild lnl .Md
.4 s4 OB . A SG . 1. MC as SELL Mn1nY asA s
INTO IETAL SIRICT.S MIB MC1K SIMCIIAE
ISEE I . M SPMMG) fJiE IOl[S imt SPAf91O
,. r0.124 ,KK. KMf--12 GA 19N.
1pH ➢3 NS • 606}LS N W MM n £ D . y c ss KSI NPU
ILIBIINInI lIn1E gLL11011 SIER mt.! M.
13BFA 1G MiY✓m'm <SIEFL M mNTACE V/ X.
M41K1-nME tII0 w.id 10 BC PLATED M PADITC01
a
V.• AWL SHM TYK VVO. TV.
1EW.E•mP�I 101 CDGE tan 1 IY MN MEED. V/
1 V1.
(-'IM I I�V2�TIm[ EI�mmATO-PAIL. r <SEE MES FOR SPACING)
V.' HAC SMN "P.
1/9• MAX SHIM TYP.
.1
xDTc
m�fvnA 6auum�EYIuaY
ITYP) _FRAME INSTALLATION OPTIONAL DETAILS
<SE£ TAM V/
DETAIL 'G021AG "M 1
'A'- SENTR
B' - TROSI
'L' - $AFL
t0 B1amaL
ANTERIOR SIDE
l[-a,ByGI.alvl D.IM
GLAZING TYP & DESCRIPTION
.A"' 0 A ]wmivetad Giva b Dv
oat - Glva a 'A'
[ml
OBS�TION
e2firt. 92
1
3/M' Mnenktl
E
YM' SantR>avf In4rkyer'
—
yµ•
S
3/l6' Mnwka
YLLFSS
FOL
E%
Laminated Glass h p oat - Glaea
hdotr)
R813
Des®nw ➢EIaV. 68
P&ESflN61NG
1
='B'
Va' Mmwlp
E54®pBM fa p0yad
¢
_
.0W T195G➢L PVB annnnr
d B 1G
p
V6' Mneeletl
ERIERIOR SIDE
.040
O d famivatea G1am h Solutle Clan e C
GLAZING DETAIL �],
,.�
nB,aL�Gpp gym, s1
1
ve• xaat-sererawna smfa
by' Kuraray Mmerl I
2
9N Safln WS LMM —
PVB by' Kuraray In
emicatInc
PVB bye Eastman Cbenlcol Co.0
vet wfv-so-man.a.a oaav
RYTERIOR
MSGLPTED SPAM 'IruSwl•-J � GL�ag Bead
s-a Seol SWpp S Cen IS
Block - VI' W O
Pt. Blz-ea-asi. EEIEWOR
GLAZING DETAIL 82
'➢' - SARF% PVB byl Eastman CheNcal CO.
'E' - SENTRYGLASS bN Kuraray Amerlca, Ime.
GLAZING TYPE & DESCRIPTIONS
.uo G a Lwtaatad claca sum..
- Gtaaa a p
Etti
nvs6renan
neria
1
t/e• xano-so-.nntl.nm ressa
�
e
09V Sean PVB Iry N
S
VB' IMct to lino
aw
�
1
• AM AItivrvtl
. .YY SPN£
0
1/ TE D
Va'TEIPEPEO LLYS
.810 0 A lemtna4d Glva 'Solad.
- Glva Tvt,tl
RLY
➢ID6PrtaN
i
v8' xw4SbvnpfMrya
e
Asr sma Rao im.na ar
B
ve• xwo-so-metl,.ratl slave
.
i
V V nELLRIm B9t SPNE
VB• tEMPEREO 6LaS2
wcBzr a a�
ntimuaminYBa # "� } $ —
nea�a�lialTh�eAVYI
AaageaCGaaa��eeap - p.,CG
Lagnan 't,
ez-
r
=a
A5
i.—smas
MGE ASSEMBLY DETAIL
PBGFPEStONd
INGRICER
li
y}T)-824-2
n
m.
esae6
BaEtlua Notre
Fenna m PB¢00y k
a RF
aameb ./ .aaea
S •A'
•OtP a�i
SaElaaa Na1l�-Y-Pa"mt Lack 01/20/Il
LY
lam and to mmPb w/ 2010 M
wvbea m mmPty ./ 20u FEe
XW
Ravuea to oomyb ./ e01T PBC
A•�w`NWm Erne
It/at/.,
n�
G ,9• 5•
T -V
tea' Nelson Ervo
elm/6
•fL
tor
r,A%�:i.=C
FNDDOCERA%W
!D-.Wn WOf Lkft
L �Ia1e1 - 2/Z•0i
4 iPL�
aa.+ PnNtaa CByla3
SWI NW 90th St.
NEDIEY, "MOA 33166
(. 696-8660
�tTaNOR WOR.I I E OP a
French Out —Swing Door
MOB FD-E003 .4 ,G
e
Hl 1 06mE_�fh I NI
�
sg
55
OPTIONAL
46 TWO -POW LOOK
LOCK /HC-050
(+/- 76.0 pd DP)
06.0 pe
Locks
11/2
FLUSH DOLT AND
pFD-02J-I
1.500
L124
L500
INACTIVE -PANEL
� BOLT
MGM GUIDE
1 1/2- TANG
jn-026-1
2'
1 V2' 1II
yF
SIDELiTC PANEL
ALUMINUM PLATE
36 2•AoRG pxc-00D0a
p .m
_1
Arq ".... Arm edr m
FIBRE B-PANEL
1R pMISp BOLT pHC-01
O76 -Jf- II .0)050 3.5
e)6 A62 �— 460
J_ .986 7 I.096
L
QF 1.259 -i ti •908 � 0)4 .12]
GLAZING ADAPTER QUARTER ROUNDpt-wD 28.(11/1s7 DEAD OFM HINGE STUB
pFD-0a< 6 pL-9DJ
owl
.119 ,)30 I .726 �— 4,187
2.031—r 808 098
11 MOE LEAF 10 QUARTER'ROROUND J.,0)s
p4DOB a
plr9l2
1[ A70 5.05
.06 r0 O #A Loa
Ig9fR.E
01 PL-9G
i 6
—�I.JS �.
B,
O (1/4")RB ROUND
HEAD
#L-91
135D L-91l 472
L625—ILO.190
.045
HALF ROUND 0 2 T a.000
42 FA19E MUN'fIN O•RAR MAPPER .072
plr9l8 pL-9oH 494
OF
wie�-r..mvwaw b,e.
08a
100
Na JNP 3
ASIMNa.
-{
.136
p Hp
Le
16C0 a60E
ass
6 PANEL T
BOTTOM RA6
340.0 D65`
s 700 1-
pL-90a
O FRAME JAMB
3 p4,90e
75 Na 1. ADIVINS10NS SPECUMD ARE IN INCESS
W am 2. SEE ELL LEVATION AT SHEET 1 OP 8 FOR
1W ago wAJ{cflBfl.lLA.. MAY SPACING ANO IACAuOM
Xu,Po loaf 01/2)/11
N .01 2010 MC
N eompt5 d 2014 PEO
4.500
.66) r.0^5
CG O FRAME DEAD
L812 --I PY901
1.25�
1 .100 .064 .064 2,000
I— 4.500—I�
OFRAME DOY
pL-602
066 .063
4�D
®JAMB ADAPTER
pL-904
058 J
4E
OFRA6D1 HEAD SHEAR PLATE
pL-015
-L6B8 D
45 FRAME LOW 5IIL
pL-Bl0
f•1 NOTE•
RUTRA TO DEiRR AT SNE2f 1 3 OF 6
FM
F9R gOOLlpI1gL NO=rES AND LINRATIDNS
D8501 M 90N St.
MEDLEY. FLOMOA 33166
fi�Tc. (305) 696-8560
French Out -Swing Door
M IAM1.DADE D MIAMI DADE COUNTY, FLORIDA
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) r .miamidade.eov/economy
Lawson Industries, Inc. SCANNED
8501 NW 90ar Street
Medley, FL 33166 �. Lucie SCOPE: .�County
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami Dade County RER-Product Control
Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the 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 (LMn", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on
NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control
Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County
Product Control Section.
NWSILE IMPACT RATING: Large and Small Missile Impact Resistant
1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2,
sheet 5 and sheet S.
2. See pocket installation detail in sheet Hand notes #15 and 916 in sheet 1.
3. Applicable Egress requirements to be reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal ofNOA.
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, Er-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.
"�' APPROVED -
NOA No.17-1212.05
Expiration Date: February 13,2023
Approval Date: January257, 2018
Page I
RANDALL E. MFFY ARCS 0` ECTS9 P,L
33T9 AFAD11105
APPROVED ❑ REVISE & RESUBMIT
❑ APPROVEDff,`CORR_CTED ❑ REJECTED
This reviary is only for general conformance wiGi the design concept of the
project and general compliance with the Information given in the contract
dcm,man�,. Cortocfons or comments made an the shop drawNgs dining
this review do not relieve the contractor from compliance with fha require-
wit',s cf N plans and spa, ccal ens. Approval of a spec item shallnot
Inc !da a;:prav;.i of an asaemb!y of whicti ilia ham is a com onard. Con-
twifr is responsible for. Dlmansions to be confirmed and correlated at the
job sits; Inr;raaficn that Psrtains solely to the fabrication processes or to
he means, rnc4hods, techniques, sequences and procedures of construe -
lion: coordination of (its work of all other trades: and for performing all work
in a safe and satisfactory manner.
DATE:y BY:
MIAMI•DADE
0
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Lawson Industries, Inc.
8501 NW 90" Street
Medley, FL 33166
MIAMI-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 31i-2590 F (786) 315-2599
w .miamidade.eov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami Dade County RER—Product Control
Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control
Section (In Miami —bade County) and/ or the AHJ (in areas other than Miaml—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 (LIQ", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on
NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control
Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County
Product Control Section.
AIISSILE 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
sheet 5 and sheet 8.
2. See pocket installation detail in sheet 11 and notes 915 and #16 in sheet 1.
3. Applicable Egress requirements to be reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,
and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein,
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the 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 014-0908.02 and consists of this page 1 and evidence pages E-1, E 2, E-3,
E-4 and E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
NOA No.17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 257, 2018
Page 1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOANo.12 1204.12)
2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door
(LNM", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the
latest revision `B", dated 04115115, signed and sealed by Thomas J. Soto, P. E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an Aluminum SGD,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-
3269, dated 05116111, BETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11,
AETI-11-3329, dated 01/16/12, BETI-12--4040, dated 10/12/12, BETI-12-4051, dated
06/13/12, BETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by
Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No. 12 1204.12)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-
11-3270, dated 05/16/11, IIETI-11-3275, dated 10120/11, HETI-11 3307, dated
10/03/11, HETI-11-3314, dated 10/20/11, BETI-11-3330, dated 01/16/I2, HETI-12-
4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed
and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No.12-1204.12)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-
4041, dated 10/12/12, signed and sealed by Rafael E. Droz--Seda, P. E.
(Submitted under previous NOA No.12-1204.12)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BETI-11-
3291, dated 07/15/11 and HETI-11-3292, dated 10/20111, both signed and sealed by
Rafael E. Droz-Seda, 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 (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per ASTM F 842-04
along with marked -up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-
3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No.12-1204.12)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC
2411.3.2.1, TAS 202 94 and per ASTM F 842-04
along with marked -up drawings and installation diagram of an Aluminum Sliding Glass
Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-
3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and
FTL-3572, dated 09109/02, both signed and sealed by Joseph C. Chan, P. E.; FTL -3424,
dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492,
dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all
signed and sealed by James G. Worth, P. E.
(Submitted under previous NOA No. 02-1126.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC, prepared
by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 144916.11 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.
I sL.,2� 1.
1sha4 I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. MATERIAL CERTIFICATIONS
4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray PVB Glass Interlayer", expiring on 12/11/16.
5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® Interlayer", expiring on 01/14/17.
6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for
their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for
their "Saflex RP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for
their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16.
9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200-
75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc.
G. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5", Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2. Statement letters of no financial interest, independence, conformance and complying with
FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto,
P. E.(Submitted underprevious NOA No.12-1204.12)
3. Laboratory compliance letters for Test Reports No.'s BETI-11-3269, dated 05/16/11,
HETI-11-3270, dated 05/16/11, BETI-11-3271, dated 10/20111, HETI-11-3272, dated
10/20111, HETI-11-3274, dated 10/20/11, BETI-11 3275, dated 10/20/11, HETI-11-
3291, dated 01/15/11, HETI-11-3292, dated 10/20/11, HETI-11 3307, dated 10/03/11,
HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated
01/16/12, HETI-11-3330, dated 01/16/12, NETT-12-4040, dated 10/12/12, HETI-12-
4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12,
HETI-12-4053, dated 09/24/12, BETI-12--4054, dated 09/24/12, HETI-12-4064,
dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane
Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No.12-I204.12)
Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11 3270,
HETI-11-3271, BETI-11-3272,BETT-11-3274, HETI-11-3275, HETI-11-3291,
BETI-11-3292, HETI-11-3307, BETI-11-3313, HETI-11-3314, HETI-11-3329,
HETI-11 3330, NETT-12-4040, BETI-12-4041, BETI-12-4051, HETI-12-4052,
BETI-12-4053 , BETI-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.
IsIlaq 1. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-3
Lawson Industries, Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, SETT-11-3270,
HETI-11 3271, HETI-11-3272,HETI-I1-3274, HETI-11-3275, BETI-113291,
HETI-11-3292, HETI-11 3307, I ETI-11-3313, HETI-11-3314, HETI-11 3329,
HETI-11-3330, NETT-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052,
BETT-12-4053 , BETI-12--4054, BETI-124064 and BETI-12-4065, dated 01/15/13,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P_ E.
(Submitted under previous NOA No.12-1204.12)
5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E.
6. (Submitted under previous NOA No. 12-1204.12)
7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E.
(Submitted underprevious NOA No.11-0518.03)
8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.
(Submitted under previous NOA No. 02-1126.04)
9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3525 and FTL-3572, dated 09/09102, both signed and sealed by
Joseph C. Chan, P. E.
(Submitted under previous NOA No. 02-1126.04)
10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test
Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated
04126/02, 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 underprevious 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 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and
expiring on 02/13/18.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door
(LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last
revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E.
Note: This revision consist of editorial changes ofFBC 2017 (60' Edition) code compliance.
B. Test
1. None.
Ishaq It Chanda, P. E.
Product Control Examiner
NOA No.17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-4
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
L 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.
3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA)
(former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (01 Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
G. OTHER
1. This NOA revises & renews#14-0908.02, expiring 02/13/23.
Ishaq LL Cha
Product Control Examiner
NOA No. 17-1212.05
Expiration Date: February 13, 2023
Approval Date: January 25, 2018
E-5
OF
y a°La
�z9X� Y 4^
o l b ° b •µ1!I�{'J/�L'L'y.5�YJ�I � -..
I 1 R
0
b 449,L :gipp
'.ignt _ockat ,�q
LA WSON
W 5ya can N501 N.N. 90 51.
CI�Tifl£��,CI EDLEY� MPIOA ISIB6
B. pM 99�t GLo � PN Nc. (505) 696-B 660
C. xaana le ay./ xon xe[ 6PANUlILYUNR 0I pplG AWMINUY WINDO" AND 6/J55 DOORA
"PROM EMAU00. "WGUftMM . D GMEM NOTE
DESIGN LOAD CAPACITY - PSF (STD./4' 5113.)
NOI, MR sm
CLASS TYPE 'A'
GLASS TYPE 'B'
TYPE 'C'
GLASS TYPE 'D'
MDM NEW
T/94
M. I.)
W. (-)
m. I.)[65.0
Ixr. (-1
m. H)
IM. (-)5/0
SILT+)6/0
6/6
56.7
95.0
56]
ASA
51]
]5.0(NO
SM
6/5
56.]
no
56J
AS0
56]
]5A(NO
6/0
EEL)8/0
6/9
56.]
B50
56.]
]8.8
56]
f.8(WTH
mm s m.)
8/0
56.]
no
56.]
x
x
x
DESIGN MAD CAPACITY - PSP (PAIN S' SILL RISER)
W 41YM. ODOR =
GLASS TYPE 'A'
GWS
TYPE -B-
CUSS TYPE 'C'
GL65S TTPE
'D-
rt/ma. ,J..
m. (.) M. I-)
m. (.)
IYI. (-)
M. (4) IT. (-)
FAT. (.)
IT.. (-)
5/0
NO SD )
6/B
)6A
95.0
no
"7
BSA
]$A
75M
6/0
(No SHIL)
6/B�
]6.]
95A
6v.0
]6.]
fl5.0
]SA
75.0
8/0
sLELB/o
6/B
]6]
B50
]0.0
E70,O
]6]
]BB
we
68.8
NOTH SHEEE)
8/0
W.0
6s.0
65.0
x
x
x
x
xG ox
APPROVED CONFIGURATIONS
(MR PANEL RMCX CONFILURATONS SEE SNEET 1.)
r-WUI NNrL-0 .-BY
•]/I6'NF/] ]TREND a1A52
rzRum F m
'a :u1 �Y�i [.� YaNpEAo 51]H s q
N.
1) RE]FAm s'M 3 k 4 Or Ia
ICR 1. CIrOSS-SECTION pE m
2) `F]ER 10 'an 3 or 14
OR M'M ANTHORS M'D WB .
s8 3/8- MCC.
DOOR WIDTH
H3 1/.• M4%. 4WRN N
mAwc ww nox: m/ � 9rax .
o H'I ncao Itrnp HFAD/SILL 6- MAX. TP.
am A 6 HEAD/SILL i� \ CORNERS
7/I6- Uu. OUn
T
rtJ
rt
C. N�
g
21.0.
s¢ Lrwr n 6m
B
X
O
.. 3/.• MAY.
D.. O.
M
BO• MP%.I -'EL WIOiX
MAN. O.LO.: IAMINATEO GLASS PANEL WIDm
38-3/6' % 74q/6• URGE MISSILE IMPACT 2 DDOR - TWO TRACK
8/0 % 6/8 v 44-3/4• % 74-3/4• "X0. 7YPICAI Ft EVAi ON
8/0 % 8/0 64-3/4• X 90-3/4• 1 M. BMSED WHM W.M) Q S RATIO FOR TESTED UNIT
xM1-0
b y4 Heao e� mmum
1 i SCxn2- ExMD 5]]1
URGE EDSSR£ IMPACT MD RMU RE NO S4UrIp5.
xvL-0 -Wo W ->/Ha� Hdr nRd'o alga � >/Ha� wA] znd'4 cl,as
-c90 suv%M 90 PW 6NLR
am a, cm, aRa i.Mnm.• Hi.., 6• aow o... NNn�.,
m i I ]/I6' I¢Ni $rREYO PA4 m P]/16' IGi SiRM'a f f
I �r w[oxC
R ym � NEE-vOwxNO ]]]I � u' } �: Sa�xML-ugHUffPO 5]]r
' u I, Ww LWnIxO 099 ' g Ww LONmK 599
FYCO YECtRU4 1 N r' Rd CO BITLrwvu 1
II II
g I�YYII
GLASS ME
MAAIK[AA462
>/]I�M[keYLL
�N. / • 1/igf
lVir1Y00
.xW
=3`a
sazox aoxaxv q s-unsa •sxsEu3s ssaaa �rouaan Narai a •'/m/,;,„,� ozrm " ••" 'Ri9P'i$'Z, ON
C"I 7) NO00 SSV7O ON1017S ViDNIWO7V 0026-OOS wm/�szw N v 9 •••....
eases am, a" Slolml. NnNl�nn.Ul b so aBanfJrmNgE a «K • °I cm.'e~i. " 4..A
oe1..ace (cat) •=x Ne T e""'°E /' ?m / do 3 V
else IGWa •AYaoe . TO e�oz wn env..^v
'LS O4 'M'N IOS6 1/�rL/ m.y eeo .eR-Iwn .vwln• �q:
N61e-ZI P Rxno-4 ww m eee5
'�O3
G •.5.. :Oi'pp
g a p�'aS' •4VnO++
6eb91 +1n0LL
rvws � $3 g„ �+ a 5 � '• ; a a a a � a
r'xrn llq�
E J Y g
q o _ 2P2
2a°y p
WINS 4�llj
§wT'dlJ eef Z'1x5335 OyYu
nsel
MIS
_ s . 133x5 33s zfv
o W jF.i a39I8 MIS .1/I L
6 E Qu e=n+J ova L'llle 335 23Ge
yy GF q3 nls 'cis 4°yy
pey
.e/c
wig
I,
•� 0 aolaatxa OB
'ae0 .1.1
1xol3x aoox
6tE �. F..
n
sa L:n. P.w mw
y
m
1/4
M
C
�
SHIM
o
�N
m 5� a
chi
,¢rn ,-.nvrnmv n. .`moon
k
R
_
'
xora
a
z s
o
'
t s �m w caatcr w,x
' KVu. az P.w;Lo w Mrto.
x. You smuctirrts:
I
-
A
3 E
o
—
smunuxx-
s1ESL: P.-xewYw
I5G[a tx u tnv rx.a - o.tos�
y
��
.a
BI .lU1YM1Y_; 606)-R YN.
0OR uµ Mu,
a
Z
o
G If
o-..w�J
OF
x(NEx t) FfOR aOwl=E0 "D
NS DP cHlP15.
x) RUM TO SHEU ] O: 14
t
6
LAM
MR DBMS.
2aRTOt
a
R.FM'.
N/4F
x) SUM 3 OIs 14
PFN[L wID1X
MR IYpIW. µcxaas .. xaI..
.) aCRa M sxEU x .1
rn
v
/a- MP%,
©
O
'OR MU zVCxoN SPA Xl
Lj
e
p
p
]
sHlu ,/P SwM tmtw w auxs
D.L. OPG.
MM.
SEE EIEv. RR
f➢IflxG
x
_
[
o
_
�
i
ze..o Duo
s
a
jja
OR
N
5mo,
Pm WIDiN 1 L•
%aG
D
wrw,
¢ smr z ar �.
tom. Yeml
U
2D/2T —
XO (Showra)�rexcoa
GGDa wloiH
YODD Mr„
q`
2D/2T —
OX (Reversed)
"'w.xL ••�•
5/E' MIN, ttP. 5/9' MIN. ttP.
CV55 BpE GIA55 Bli
8SF x egA�g P�� ^o vo
�z
s
a m Sz 96 t/E' wu.
OOOft XEIGXi
p 96 I/9' MAF.
w a PANEL. XEYGNi
90 D.L.M.'•'� v d � h z L. DPc.
F $
UQ N!D3 o
$o�000°'
:.
oo�oogo "' n� U
xx xx N $m
D F
u
o u v 4 o r, so" .ro i 2V V "x
..... - lay K ��\\• '
C
mw
-
movea.emoa k
trevrmavu uvixm
u
L Ai 10 J C
JAMS
NY MN. IYP.
`aOrp S• ` SO}Aix• MS CORNEAS JAJa 99
G.,•..g •OS x^
g EPS•';.i:, `inn-om:.erzoinufi LAWSON
S
MEDLEY,
N.w. Si. %K� • e• �iw •�e .BG MEOIfY. iLORIRIOA 31166
896-6660
l A2.
yx •'• A O i0 .:�� a,• c w.re le mry .� YINUTACFURdR Of D4IL/FY ALDYM4Y IINDOIS AND EGSS DDORS
N4 xa°iR[py�.;+F x'0v"' •~ wiaA�a SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.)
M N. pJ.20 " jypyn APPROVED ELEVATIONS. GENERAL NOiE6, GWNG OETAW9 h DP We CIYRi3
DATL_
"" taz9D-tza
M
FOR W.W:
F.unu
.
1" Min.
..mx mmi s�EE M'.� 9xOxe srlM uR[
tlge isl.
NORR exvl
L
-
LF
:FA
J a" Min. � .Y[*u zmn:PrttNe
r
r• Mfn. �w NxRORs w =xPs
¢
tlse :�r. -
i�rm i
easw
ryR.) na. mP swrnc
cEb Y
Dev mq svxrne
I
pDxr. Rme'r
I11
L_
1
I I
rns•-s.n..m u.ss
�N
'
I I
ra
�
Ja"we.
xoz¢ 1) Rvcq TO s F`T a OF 14
nsw
OP OR CADNO S No fP CWYRS.
I
z) RE R lD SHE 7 DR 1.
FOR xDMZOxru CRDss-UCR.. DErNLS.
w[OO 91CM m0 YEru smuLN:tFS Wi er uYSpl wO.
.l) R6 rD SHE£1 ! OF 1.
Rusr SYPWZI ..FR DI GVS'E s RN WD
fOi. YAR. NCMOq YFL41Ci
RA Md rO lxE d¢AFO
1 ]Ily
r
C
T•PICAF�AN _HORS' $ . V.. S.UT R FOR s...
ES
1/16 w�l/e'
Of Yurt 5LL
1 1.
:r oI DI°1°IR
1NLHOR T . 0.M LY CHNC. of Y.SONRT
m
.Y
NN
�
ANCHOR 'fYp6
CNARe
IN 2[ ROOD
BVCC mIR
XH
B4O--W.
Me
b..emm
ey. WL
0eW
1/.'
1/I
1 1L4-
W
INSrgYCNPFS
sR EEL ! 12 GX.
v x51 NH.)
µ N : 1/8
' MK YIX. (. (fiOs)-TO NIN.)
($IFMIN CONIKi NIRI .WIYIXVY tD BE PIAIFO OR PIIXIFD)
O Cu IN [
IYfO MPROYED YDWDNS (NO SXIY SPACE)
Ty al rnRs xrv+.w'
(1/a1 I.1O COxcgErE NOuw. (RN vLnvmx)
pp. wrD OONCRE2 ND wsoxgv - a' uw. (nw euU
(e/lei wrO cOxcRERE wxD uwgoxgr - Y Yw. (IEN aunixx)
IWO UN S Mft-1'
x1O VEr4 Sr1+JCNgE - s/a' ON.
SE&UNn FRQJC MD•V CORNM MO xS1N1A1pN SCREAS AT 9LL
sG1ID N'IRI wXDF/PWYIHW "WNW SWANr.
0
IF
C
(
�
(
\
|
`
-
—
0,
a
{!
-
r
�—
R-
I]1 9 W UIN.[
wp
. .
,
° \ f2.
No.
.q l
�-- , e_0
ALUMINUM w�,_c,
A } HI
X% 11- r to-XX a, no-not-Uo r a
'pa
F
O.
>
L.
�
y�°dL: roll eE
O.P.]
r %%% or -%X% o, EP-%%%r
O O-
O• O•
13
1' .r
1
D
1 Ft
II -
1
I
� ]nx• b•SRRLL Lm. aus
I s+m RvsmDxD
� _
6 I a°
111111IRY
•o - PANEL NA%. 0.40.:
O• 3/0 % 6/8 - 31-1/2• % 74-1/4"
%%X% er RP-XXX% er Lp-%TR% er flP-%%%%-I 4/0 X 6/8 - 4 -I/2• % 74-1/4•
D CONFIGURAT ONS 3/0 % 8/0 - T-1/2- % 90-1/4•
APPROVED WITH N THO IT PD K c 4/0 % 8/D - 43-1/2• % 90-1/4•
(FOR PµEI, SiRC( COWIGYRAPONS SEE zXEE[ 1.)
aV xxA�
9.nH xm-Q
Jnx Rures�D+Gvsz
.Dse•
ans' wr sIRwD cuss
w-sw.. A sPw xv
p: Fne. otn m Co..
.Dso o I .,nX
1
pp
M
(n•�sryD]O�4.
",�-ue F
m
ec
_
/11' .1 111.D GLASS
nGi sxtENb W55
2 y
5 onJ/ID-
]
nu
One tllle. R9 ' g
no
nor
V
WX lonl O B99
II'
GIARR ME 'A'
A]INQ CElAII c
IIF
f
x III x
4 DOOR - THREE TRACK
%XXX" IYPICAI FI IMATON
TESTED UNIT
OP oeFlI Tf - . (R 1/4• .1
DP OxI,= -
x[NDYL COOK 9IE5
m mw
GUVE ME '1'
Gfdm WE 'B'
GIA55 ME 'A'
n✓�x.
Frnx.
Dr. (.)
mr. (-)
Exr. p)
mm.
0/0 (i09)
In
5S]
840
U.0
6B0
WO
680
0/0 (]Ox)
8/0
56]
Bl0
tll.�
69.0
69.0
69.D
ne0
I]/0 (]OR)
�W/I ,,I)
e/0
5G.]
68-0
-
-
6b.0
6aD
IUD (SD1)
a/ ] rtII)
e/0
ss]
Ea
Ss]
- 680
69.0
68n
680
•)6E.0
15/0 ( )
DR/ I STM)
8/0
5z3
GOa
53.]
Ed.O
60p
60.0
No
GOo
16/0 (IN)
(W/ 1 SIEFL)
8/0
SJ.3
68D
s 3
.0
WO
690
66.0
ISO
x
1) REJFA r0 I.. 9. 10 . It 0[ In
FOR T IIAL CRO55-SECFO,4 OD415.
3) REFER ]0 SREES 9 O[ 14
FOR T91Cn1, µC-- Ax0 ROIES
0, FOR PoC[Er iR IE ,IC c c,o, WiEz
DOORS LIMED MTA IAWIU]EO LiA55 RLrEO OR
IARCE u6 EE IUFA AND REOOWE x0 $XUfrERS.
rse (D• sv.l LAMINATED GL65S
c .eD fYEE'9' URGE MISSILE IMPACT
DOORS XQr N67 k -]80 OR e/ i Pont 0.090• SD' 1um:note
0
I Min. !M(q a.aw.O y,W.. EW I,. E,K
EE9e R;sl [ox. z[[ ¢Evi[ WY.wcrc .wms w vas x6+RULltaE
.1'NON e WOCtHFRT u M xui.114m •! 56 [LLv. fw aMW J
.� USTAT ...xYRx, D,,,n,w „ a
o oilx wTOO FOR
x6..seax.:xwxx.
w�xowi RON, / 4.� Q sx 2NET, ROR, 4
To
x. .`a. 9 I s¢ E`nizvr:inn�"Wzse "wem'VPz csm n ci uw +lu. _ n�c:� 5 y u
Rml w Nwww : ww-n Yx
Ywx. 6.me uw. 1xPl tl F 2
11
I I �ORE�^
e roowor R[V® o jf
j x016: 1) F. ro 91EEx 6 OF I.
X FOR GO STEM
o 10 A11 OF OUR1S. Aurylea. n. .IL t n ` m
o REiEII !o sxEEls to ¢ 1\ or 14 w000 mwa .xR YE*u roRpRrsxAMoS lRvz�nwGUZiNx6WSNwR,S nz se
sFmoRE£ETO SHEET OF 14 PoRY
€
11.E BOY➢xE s r4 I
p Nx YM. N:LN0.V SPMHCS, F
% I - T1P/ A - ANCHORS: sF£ FLLV. Ai yfEp a FOR Sv..Gx6
w I I IF L cRYR T. .. cON CONC. e1 uuwlR oxav IT
d G Ax9Y9 .xRnoA omoxz n n-fina z.n m xm.. I' w IN xT.1
II II - WJ v' yr Iz/•' w.+ "-
Gw R.wvzz. - ns 1 " r w
c& .
AxnoR npe c_ w xx _ eucn wm. 0 9 e
Ire_ IT, ,OR ^ N OHN
w.v-xvz ux. mrm.e ey RNI. z. Yr • x
s case m6xL cxucO 1Rnxiwmx I/. I/•- 1 V•' zs w ' B
I I ^9Y s. Ism.1 x Mnz +/.• vW j'o 3z=zS
I I Ix h I' I _ ✓. nR111 ¢Ev c¢p RR nun cfR•vc
I o ® I rvlo u 2 SIROC . (MF I• s.
I O —., : 1] f/ TH ((y . 36 ✓SI YIN)
I ! p I (STEEL IN : 1/B lwl. YIx. (606]-L5 IN.)YE1 .....•all [.ry
I Ile r(' I I I f�¢ IN coxuci wrtx Awulxvu ro eE rulEn OR pnwlEo)
..TO INTO ROYEO WWOYS (NO SNIU SPACE) 2U C'1O�Yj.
rvarva SDOO �.^. N �O O•)J.
(V•7 INTO coxcREIE sxL uamxRr - 1 wx. (¢co uznvcax) w
. - (1/.� wro wxc6ME v x soxRr - wx (In evznEsl .�a[�
('/.. r .^� m^.• �]' I6") MIO LONCAEIE 0.`!D u6cxW - r wx. (11M BV
[1av o rvOOO SIRIICNRE 1 VIL O _
•nixio Xw[s Gc�R 6• -z PW YID INTO YETFt M M RS _ J/.• xq LLL C
ERx+CWNFIH 1,11-1N. .I LCE!
6 S.I.
I. eW .LMG 'SP' x"
rRPYE NIO YEM LORNEgS ANO TO.EOAMN ST. A! SILL Z<
Y ¢kv SFNFD 'MIN M+UIF/XUMHW COIDREO sEV.Wi.
9,4lGrIS
. °}�
,-
' AIDyYU E7:22=
- - � - - iN
ml .
� §
� )
§
}
jo
sms
MM.
§
(
#
o S
'c V
1/4• Lw)t is l•i�'I m"oin `° q10 '� : `" K
SHIM YCf.IL.®.1 .1 A g Ii�i ^ SR L� `@K NOIR e u 0 .t a
• ' xM fl:Z6 Will lR�e.l Cm:CCU °� J` SI tHSET Q �
MET
6ET 11F5 S R.ar� Li a ip'Iti• 2Cn N (N/1 U CGeew?Rtl¢0ep2 OOIfSIVE $ILCL NPs eU]. LS
sm.D:�
° u (mam1 2 U z
e
_-_ __- w
"duz
n
, e
z
g � wale
u c
. OR
i � U
RI u�`ll y U
vt@Ive eaaM O EXTERIOR I T oolH o e p
Iw me1 4D/resr voU xmr. X X
3T — XXXP NOTES: 1) RERR TOSHm a op s. -
w rwrs FOR uzroe ocnoHs wRD OR cxvers.
z) RVER ro s,Ecr s or t. s o " 1 i 't
t/L wnx. f9R YERIIOLL CRD55-SECTo. M... n a
1/e• AAAX. SHIu 3J PFFER 10 SMm 9 Of 11 N
_ _ iOR 'T
SHIu q
YaO,ptS AVO XDIES 3 ' • ,]3
r 41 RUM Tp SHEET 8 OI 1. £ 9 e y
M'CHOR S X.m
�u iillul M N :..L,CRmV eT'L[NUFI.^I,nen m moucrDIY®
t. sWLaz uvim U AT. s}LMixE\rr w.lu A Y`,LO :•• •• ..Oe�. _
ulM. ce vwm.
z. ,ma smltrntRLz: _ —_ I • � 1H.LOf �"� ,:�/'m .r x o•.Cy%
t>ol.rfwonS�I1�51L1} 6 L
. ••. (stm tz u „ix. IHxx - Otos�
_. e) LunuLVR t w.-Is mx. < ^-� a o
s mx wIV xH, ucR)`�"m' i i...
M.. neml __________________ ___ B
s°rt� iw�.0
SEII-820R
RILL OF tdATER1A15 — 2
& 3 TRACK FRAME
3/a' MIN.
EMBED.
1. FOR ANCHOR FIRM SEE p .�
O FOR AT SHEETS M M . 8. M1 . $ oq
^. M1 PQKCI KALLS CIE GENERAL v
TS A IS AT SHFEi OF Y, n o h IS 3
16. O.GIMPREALC�� INTERIOR eEn u 0 o B
SEE EtE.. G s 0 FOR$PACWG C A o Q A xM•ICpt ANCXORS /AM
*-XT�Rr AT D".OGfoq s iixc�3/0- MIN.
EMBED. /�1 N a
e% ERI IT DO
POCKET DOOR HOOK io�!
ATTACHMENT DETAILS N y $i
FCA,weoee w n
Sp.66Nb ••A.�ur Tm Ltl Urx i a 9
VRA No I—
Nw)rpaa% • 1
�rm�mxN�,.mPR $ S ES 3
MNI¢GaimieCM R]n AIFIN CBODUCDPtYI.� e E z 33
Z �ve�M.va'p',IRr a[OxP•bYFYah nSOMMANA i_
5 OmfH la Da E 2.0 S = P
mTA P A • 3
Q`XX „R.A,FRIRS M
•f..euj F S
¢9e nPAU'b`.:� ..... .
k _�.q ry O O
••f„y1 •Room
IE6tl /
PART /
M.
D65CNPR0X
RCtlAR6
1
L-9211
1
2 iRPCK A. 1ER0
6p63-i6 PLUIWHM
12
L-9211
1
2 TRACK FRAME XEPp MWti-51itle)
bpb]-T6 ALUXIMW
2
1-92C6
1
2 TRACK FRAME SILL
606]-i9 PLIMIxIW
3
L-9212
2
2 TRACK FRAME JanlC
606]-15 ALUX!HIIN
R
L-920A
I % PANEL
PANEL TOP RAM
6p6]-i3 ALUMINUM
S
1-9205
1 %PPNEL
PANEL Bpil[W MAIL
6p63-i3 ALUMINUM
6
L-92p1
1
PANEL LOCK STILE
6p63-T6 ALUMINUM
]
{-9202
1
PANEL INTERIOR IX)CRLIXK
606]-i6 KIIxIxUM
B
L-920]
1
PANEL EXTERIOR INTERLOCI( -
6C6]-i6 ALLNIMM
9
L-920]
1
PANEL pSTRPGAI
606]-T6 W,VxINJN
10
L-9ID9
AS REp'p.
ALUNIMIx GLAZIxri DEAD
606]-i5 ALUMINUM
11
L-92N
1
3 TRACK MARC HEAD
606]-T6 aLLwINVM
12
L-9208
1
] TRACK FRANC SILL
606]-TS AWNIMIN
IJ
3
2
]TRACK fRNC JAMB
606]-i5 ALUnIxVM
la
16
A$ REPp.
BOLiBM RAIL VL$'P
IRTRpfpB ipB6J3)CK
IS
p9
PS REp'0.
PANEL TOP RAIL VTS'P
.IR)'+]Ip' f)83R-6001-1)
I6
]
AS REp'0.
FIN SEAL VEPTNERSTPIP
.IB)'x210' 0820-6001-W
V
0+
AS REp•p.
BULB VIxR IFPVp
Iq• p.0.
IB
6
2
SELL RCNESIVE PILE PAD
IS/16• % 1 1/Y
19
6
2
JFS-04ZAS
nVG PANEL TAKEN P➢LLER
2 N EA MVG Bpi, RAIL
2p
3
2
RBLLER ATTACHMENT SCREW
RB X i/2' fN/PHIL
21
8
2% PANEL
PANEL 'C' TRACK CLIP
bp63-i6 ALUnIPLn
22
2AS
RE04
•C• LRa[K AIiaCXMEXI SOtEVtllp
X 1' SMS FHJPXIL.5
I % PNCWW
FIXED PPNEI. JPIIB CLIP
646]-i3 PLUMIINM
N
1
1 X CLIP
fIXEp PPNEL CLIP SCREV
10 % 3/B' PN/PXIL.
2C
0
•
INTERLOCK STEEL aElxfpRCENCNi
1/2' % I IIv t]G KSb
26
A¢-02!
•
ASWaLUL STEEL REINFORCEMENT
1/Y % 1 1/2• Q6 KSI)
2)
AR-p2A
•
INi[RLIXK $IEEE REINFpRCEMENi
3/fl' % 1" <36 KSI)
2p
NC-p1)
1
MORTISE IpCK MPRpVME
V/ XpNLLES L KEEPER
29
•
1 + Pnnel
J/I6' Lunlncte! XS. Wnzz
See GlnzinB pets s
]0
L-9022
•
ASiRAWL PPNEL SILL [LIP
6063-IS pLVxIMIN
JI
L-9213
1
PO[1([i JAND WIDE(
606J-i6 PILMINWM
32
SN-5)31
•
NEUTRAL CURE SILICpMC
SCNnee-MoraMna 5J]1
33
PC
AS RS REO'4
rvEUTRPL NPC SILI[BVE
W. Cornip B99
]a
NEUTRAL CURE SILICONE
i
�1Fy � P
e© QFral
� Li
° J® o EE
p
�o �o
_ g
0
0
-6
n
a
m
a
s
m
/
LL. 60 9
WOR990x p(4L
R YG
• ,a cr n
s,..�... _ LA WSON
C .��.N rv® Xp li-011).N a IL013 )FlB
O 5 4 b 4e.a unu-s'ee ew 0501 H.W. 90 9L.
- ��f . YEOLET� ILOPIW ]]i86
A (IF Ik'' C. a can on sBt NIN4£ACIUF£F 0£ QUWTY ALUMINUM HINDOWS AND CGSS ➢O➢RS
'• • ,,��ouuN,,��,��yb,: cp `a SGD-9200 ALUMINUM SLIDING CLASS DOOR (L.M.L)
����//(( y/M,3AA.93 tYe N. [at3A 4 n'i/mA[ EATBO610N D£R119 k FRAME AND PANEL CORNER ASSEMBLY DULLS
'� L920D-1201
m© $
0 m m
®� mr 1
x
A
m
m
X
b
it
iX®VV �LLI. BO16i
r MC./mxif�
N 5 29 n.xu,x zee LA WSON
]y •Sp�' -
0501 N.W. 90 Si.
0 �( •C: YEOLEY, nO.m. -n
✓ f'W� PN N0. (]ONS)') 696-0060
MANUFAMAER 0/ V UALL]Y W$ ALUMINUM WINOO[S INS LDOORS
10.•ig�NJ` u mm rec
y / 6 \•`` ie n. mN mrs.n. SGD-9200 ALUMINUM SLIDING GL455 DOOR (L.M.L)
qA i
L mppOP ^' N. mAm "
UA AI(yll 'C) wiT N —Al x]liRU310N OBPAIL4, nCIXFORCBYENT3 k PRRYE CORNER A99EYBLY OEEAh4
MI DARE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA) ��ae
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F(786)315.2599
St. Lucie County
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the 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 11SH-7700 (Flange Frame)" Aluminum Single Hung Window -LALL
APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame
Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by
manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LI1vIITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in
height without external protection device (shutters)
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 and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1
and &2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.16-1003.01
Expiration Date: December 27, 2021
tile Approval Date: December 15, 2016
J • Page 1
PAMAL L E. S4®FFT ARMTEC 9 3, PA
7AP379 AR°�w9i17D5
PROVED ❑ REVISE & RESUBMIT
❑ APPROVEDAv'CORRECTED E] REJECTED
This revievr h only for general cent"cm'ance v..iM the design concept of the
proectand gansralcomp!iancewiLhthe ln! ne8en gwan in MLcontract
dccunsnts. Corrections or comments made en Me shop drawings during
this reviary do not ml ave the c3n' Motor from comp!iatr„ a Mill the regUlra
mods cf Ma plans and specifications. Approval of a specific item shall not
Inc'uda apprmai of an assembty of vfiich the Item is a component. Coo-
t;aC:r is responsible for: Dimons!cns to be confrmed and cone!eted at the
job sVe, MfC!m9Tn that pertains solely to the fabrication processes or to
the means, m;lrods, techniques, sequences and procedures of construo-
Eon: coordination of the wo* of a9 other bides: and for performing a!I work
in a safe and satisfactory manner.
DATE ) -1. l i DY:
MIMI®MADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) 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).
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 "SH-7700 (Flange Frame)" Aluminum Single Hung Window -LALL
APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame
Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C dated 09/21/16, prepared by
manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in
height without external protection device (shutters)
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. U 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 and renews NOA No. 14-0908.10 and consists of this page 1 and evidence pages E-1
and E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.16-1003.01
Mian142AM COUNW Expiration Date: December 27, 2021
12�Sj1/p Approval Date: December 15,2016
Page 1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-0706.09)
2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact
Window", sheets 1 through 5 of 5, dated 05/27/09 with revision C dated 09/21/16,
prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. BETI-
09-2530A and HETI-09-253011, dated 03/02/09, signed and sealed by Candido F.
Font, P.E. (Submitted under NOA No. 09-0706.09)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No.
HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, BETI-08-2061A & B,
HETI-08-2062A & B, BETI-08-2063A & B, BETI-08-2064A & B, dated 03/15/08,
signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-
2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis
Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and
sealed by Thomas J. Sotos, P.E. (Submitted under NOA No.11-0705.09)
2. Glazing complies with ASTM E1300-09
Man el erez, P.E.
Product Co Examiner
NOA No.16-1003.01
Expiration Date: December 27, 2021
Approval Date: December I5, 2016
E-I
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Se_ntryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
`Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
3. 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no
financial interest, dated September 30, 2016, issued by manufacturer, signed and
sealed by Thomas J. Solos, P.E.
2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer,
signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09)
3. Laboratory compliance letter for all Test Reports No. IIETI-09-2530A & B, issued by
Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido
F. Font, P.E. (Submitted under NOA No. 09-0706.09)
4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08-
2004A, HETI-08-2060A & B, BETI-08-2061A & B, HETI-08-2062A & B,
HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering &
Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 08-0825.17)
5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued
by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and
sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08)
G. OTHERS
1. Notice of Acceptance No.14-0908.10, issued to Lawson Industries, Inc. for their
Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I.",
approved on 11/06/14 and expiring on 12/27/16.
Manuel P ez .E.
Product Control xa iner
NOA No.1 - 03.01
Expiration Date: December 27, 2021
Approval Date: December 15, 2016
E'- 2
:Xf. a INT. IPLSE cRM AiWF
.TINS PGE aGR1E0 v/ v1HWv RCK VIOIM
J/ S:LlmD "' AW
,.LA.LC AS OPTIMAL. 48' x T8' EQUAL LITE ELEVATION
• INCLUDES UN -EQUAL UTE AND RADIUS HEAD
LOOTED TO ( LOADS ON SHEET 4 OF 5)
General Notes:
... rw.c f.A vI".
VMm1r 0.vY VIYTX aVPRPBl2 a5 DPi10HaL. VMWv Nqt VIOiM
UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION
(WAITED TO WADS ON SHEET 4 OF 5) (UMITBD TO WADS ON SHEET 4.OF 5)
SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF In 2014 FLORIDA BUILDING CODE SM EDITIONINCLUDING HIGH VELOCITY HURRICANE
ZONE VELOCITY (NVHZ) AND AM 1300-DR. THIS PRODUCT 19 IMPACT RESISTANT.
(SHUTTERS NOT REQUUM)
2.) WOOD BUCKS 3HAU. BE INSTALLED AND ANCHORED 50 THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS W ACCORDANCE WITH THE REQUIREMENTS
OF 2014 F.B.C. h TO BE REVIEWED BY BUILDING OFFICIAL
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON AIM WINDOW SIZES
ARE NOT TO MCEED THESE MAEIWM SPACINGS ON CENTER (O.C.) AND AS TABULATED
ON SHEET 4.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND
TO BE REVIEWED BY BUILDING OFFICW.
5.) WINDOWS ARE QUALDTED FOR USE WITH SINGLE GLAZE LAMINATED CLASS
TYPES TABULATED HEREIN (SEE SHEET A3), AND FOR USE WITH DOUBLE GLAZE
LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET 13).
B.) SEE MEET 3 FOR LOC8 DETAILS A OPTIONS.
T.) SEE BREW 4 FOR DESIGN PRESSURES AND GLASS TYPES,
B.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3.
9.) MT. A: In. FALSE COLON" WNTINS ARE OPTIONAL 4 AND ARE APPLIED W/ SILICONE
10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHERS). PRIOR TO WINDOW INSTAUAUON. (SEE SHEET /2 FOR BUM, h NOTES)
WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 MC CHAPTER 24.
SECTION 11.3.3.3.
11.) APPROVAL APPLIES TYL SINGLE UNITS OR SIDE BY SIDE MULLED UNITS.
12.) MUIING SINGLE HUNG WINDOWS WITH OTHER TYPES OF IU I-DADE COUNTY APPROVED
WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE
BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPRDVAL WILL APPLY
TO THE ENURE MUUED SYSTEM.
13.) SEE SHEET 8 3 FOR MULLION/METAL ATTACHMENT DETAILS 4 OPTIONS,
14.) ALL METAL/STEEL IN CONTACT WITH AULITNUM OR OTHER DISSIMILAR MATERIALS TO BE
PAINTED OR PLATED AND SHALL MEET SECTION 2003A.4 OF TIN 2014 FLORIDA BWG. CODE.
EQUAL LITE ELEVATION
(WOWD TO WADS ON SFUSLT 4 OF 5)
PRODUCTRBVISSD
OWI3�mS �vW PoeFbtla
A..<mmmT4alLe-bo3.o
F
N dV
�(1
|
9 <
2
§2
45
�
\\
LA WS UN
_
\ter__
.MANUFACTURER WINDOWS DOORS
Y
20 11
S11. ®9106'.
40v CWNiw B99
.... ... 1n1
GREM:O vccrR K E
66pf
0..SIw RJrN
LUIINAIKO GVSS COYPOSITION -TYPE E
FROMGLLt9 VB5Bfl110M . - ver IIWxA'R pLYRV NOM
1/OAR' 0.K�C Dn®w _
] 1/B' axtCN.Cp 6.cSt }E4 Ce.c.an 0..Ya1 cc
IANNATEB GLASS COYPORMON -TYPE ]
SIBV CI.B9 vaCRlmon IuvT p®imon
1 vo- .vwiYFo Wss -� �IeBrYM F
pWT 0.MlIL MIO¢..SID ry Mke. pc
] I/B' u.'14LU 4.53
WIINATEO G1A55 COMPOSITION -TYPE N
Llv
M9Mn oacmmoN
IawArz oE9®IYx
1
z
IN' ANpam axs
awv narrc IxILNArta
� swglU we F
A,..Me. InL
]
5/B' M1fY.EY 4LOSS
11 O
J
a0m
svmcrnru]Sn
oov Lvpuw m
swcC-wPEra•v srn
4 *srrslRw z
vm
vuzlw ¢Pa
MIN IMAD;kN piD SHOD.
FSE£ ELEVATION AT SHEET BI 26
FOR KRA. FASTENER SPAEINU - e0i era INTERIOR 6 6
tt I. IN. _
OT n LAnml wBVsmrts.
vr. G A 11 N. nvm 26 21
v a MwY9V ]µLEa AfIEroBEMixp 5
FRMME R BY
LOCK (LATCH AND SWEEP) OPTIONS
wIDiKPSItI�YE
1 1/n• MIN ]. BOTH EXTRUDED ALUMINUM AND PLL41'IC UFT HANDLE
DOCKS ARE QUAUFD:D FOR USE ON ALL WINDOWS.
2. BOTH DIE CAW AND NYLON CAM TACKS ARE QUAIJFIED
FOR USE ON AIL WINDOWS.
EXTERIOR 3. TWO (2) IACKS ARE REQUIRED PER EACH NEW.
UIISHn11ILANLWyy�
C1 JAMB
'S11 w.f.Izf3A
p6WEllm ALIMIMM NuJaw
MILLION APPNWµS FOR
w Arc MULLEN TPE, s2E AND INN..
OESO✓1 PRESSURE UI CN&
(NUM. 0.0]B- Yw. ] )
INSULATED LWIXATED
GLASS COYPO.SRION
TYPE B
11p1 CIA54 pLAUIT10M
YL
yypy}S p55UR11pM
1 vo- wwr-smawrvNo ¢wss
__ _ _ _.1
Q
�
TACTIC PVB F
NN..e..r N».S.e. MN,
2 pWT 0.KS6 PIpEAge
S VB' IGi-SrFCIYMEI(p p.iS
yr wslAArto Are aNc
s IT NNrvsp wn
GLAZING DETAILS AND OPTIONS
NOTE: TIE LOWER PRESSURES OF 9NGLE
HUNG ..00MI OR .DILL SM OO+E4N -
EXTERIOR
FRAME MULLING DETAIL
INTERIOR NOTE THE LONER PRESSURFA OF vNCU
-_I/G• MAK HUNG MNDOW OR MULL SWA UNERN
1$SD.SY121 L
EE ELEV., fOR SP/.CixG
NOTE:
I. AIA coxiacr wnn
µUM.RIT BvuE PNNIEp OR PULED.
2. YETµ $TR E
A) STEEL 11 .3 : 6 xu
(srLEt IB w MIN.. mICmx -
o.oNB�
PUdYMEN, wuwOW FRAME B) µUM.. : 606J-15 uw.
S� EXTERIOR El (NMM. n.O]B" YIN. TMCN)
METAL STRUCTURE ATTACHMENT DETAIL F
wLDDucrRBYlsfio
m amplybg WiIE bYPbMI
BY
M®i Pmmtt
w
N
GG
z
a
V
R,
N
N
J
N
m W
N
N V
N m
N N
W
m N
N
V
N
m W
m N
N f0
V N
�
C�
O
N
N m
U N
N
Nm m
P
W
mNYmNNmNYfnN
N
m
F
�_$
m
N N
4•
q
N fNm
N S
y
U
N
Pm
P
_
O
o
i
2
=
O
C
Pxo
NNNNN
S
p
m
mpuuNW
uVVm
mmm
O
ti
umNiN
P
O
A
m
m
P
m
�3
qy
n
m
m
m
m
P
v3
in
N
m
m
O
m
0000000000000000000pm
m m
m m
m m
m
m W Co
m
m m
m Co Co
Co
m Nm
•
OOOOe0o0omoPamo0o0ooP
o0am
0
0
00
00
000
.000.
0 000
00
0 •7
G
b
eb
b b
m bbbebb
r
<
a
m
m
o
J
0
O
Co
0
O
m
0
O
m m
O O
00
m m
O O
O O
m m
O O
O O
m
O
O
m m
O O
O O
.1.
O O
O O
m m
O O
O O
m m
O O
m m
O O
m N U
O W
O
a
��11
O
0 0
o O
0 O
O O
O.
O
O O
O O
o O
O O
O O
O O
O O
O O
O O
O O
mb;c
U 0
y O
O O
O O
`y
e
O P
o
o O
O O
O O
O ObO
e O
O O
O O
00
C
IN6
S
=
y m
m v
F
41�
Qsa
2
J
COP
m
m
0 o
m
C
m m
o 0
m m
0 0
m
0
m m
0 0 PP
m m
0
m 0
m m oo
0 0
m m
o g o
°�
m
m
o m
m
o
C
C O
G
G o
0 0
0
0 o C
C O
G
bib
o O O
00o
e0o
m�
9
y
0
9
C
z
C
z
\
0
> >> NNN y qq
mN W mN UmaYUN Q•mN V'.Pj�N
�a W SIN NmN�W �.j
mNJHN J�Nr�U
\\.
i•n Nn yOF
A
V A A Y A A B fS O o� o m (o m W m S•1
8 ggsPgm;;PPPN
mi�nr'noiuNi�m m�i�n�NUNi�•�i,NYNNNm
<
0�
m m
m
��11
ED
N m P P m P P n R u
d
C
C
G y
E.eOva,00000.E0EW E2SO. E$ooEsaE$oso.Nn
\\
moo coo obb r
a
�E..�E.gEgQogo$.Bgegmm
PP $:oSooZ3oSooi;o si;o$wtl a
obb bbbbb
C
ebo 0000 boo mombbebmbo ,y
m q
-----------------------
'
m �
� 000$a$o��o,$$opoaoo�o�$p��e
m
e emee cbgbbmeemeememmecmebbe
r
,g ppa�e�
m m$
cz
b b b o beooeoo
bob b 23 8
FF
R ��PI
H
So o.00
�bo
....p ......$$oo$S......mE
obi bm eomoom obb obb y
2
m
Al
+moB000S00000$oSopo Es.�.sEE m Egos.
o C b G b b b o
o SOTOs
O e C b m G Yta
e b e C b b o o a e bob..
PR 9 i EER
�Q.I�
i
r�p ENS r'e �jryy/7®y ®1
/T
`C F•_Osy Ax.r,.a„m" :aia rsLA
� 6501 N.W. 90 5T.
o 55225 *a
R n.am m c.� .I cP. roo tl
MEDLII I.J EY, RORIDA305)69 33166
e c. � �mv. • rtt sm [airmn you s R y i C' PH No. (305) 696-6660
-866
^ OF : n.m-o. MANUFACTURER 0£ QUALITY ALUMINUM WINDOWS AND CUSS DOORS
LI.e ._ pD. OP,-�•\2W: nµ N. ERwzo anamiso SERIES-7700 SINGLE HUNG FLANGE FRAME IMP A T WINDOW
S/ NAt.E'p��
N. ¢ruzo ..a P DESIGN PRESSURE CHARTS, h CONFIGURATION OPTIONS
GATE • int
s...e c n.m.. n.M••.. emus. pe„s �.. n..w„ a
LTT00-DBDI `
� DP s
FRAME HEAD FRIED MEETING RAIL
L-7701 L-7704 T O
Oj O �1ae...1 1 S -
FRAME TOP CORNER C j
m e o f Zi
O o
SW m2 I „ml y }
t
O-
POp O
_ 1=4 I
I moo°
I = L
I mm-n uwww ) m�-L ) m s n 2 u
S z m
FRAME SILL FRAME JAMB 2
L-7702 L-77031 .om-n .wvlxw I
OI mm-n uuxmw ) O �Izx rnWE_,IAND Q
J {{�
41441-2.6.3 NOZ
w A, -•m a6x AA
j s
n
2
VENT INTERLOCK RAIL VENT BOTTOM FAR. m
L-7705 L-7706 VENT JAMB RAIL iatsoI s1L O y
Of aom-n umvxw ) ©{ eom-Te wmnw ) 07017eom-Te uumw ) ® FRAME BOTTOM CORNER
1. O
a6e III�j�p{T�—IIII zaoe VENT TOP CORNER . . o
eaz I.JLu a62 116! 9 - E' e o
a2a Q
Y S T
VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD i F
L-7539 L-7708 L-7711 L-4204
© O 16 17 .� AAAApP*xll�l��A/,,
Ass t eee4-n uamvv 1 I you-n uuuxev ) t ®- • gd ,PQ'9..••• ••./Fi�4
uw�Myyl'1 w SO�FImC' wz Do N •••0 C`�YC6
—L eoB 'AnRu°oa�1G OD -O
bon .a1 L� ® vwr e°rrau y _ %L
I 4� VENT BOTTOM CORNER � M Pnffin e� Q"' wF;�
—1 nee m—{ .n° _I e6el— zips'-•'•.
FRAME & SASH CORNER OFTAILS a FF p' i
( em4-m wavwvv ) 4ryaa. 1.0 As
a
0
BILL OF MATERIALS'
ITEM /
PART /
REOD.
DESCRIPTION
REMARKS
1
L-0BOI
1
FIN FRAME HEAD
606]-T6 RLUMINID4
2
L-)B02
1
FIN FRAME SILL
606]-T6 ALUnINUN
3
L-]803
2
FIN FRAME JRMB
6063-T6 ALUMINUM
4
L-A04
1
FRRnE PI%EO MEETING RAI
6063-i6 AWMINUM
5
L-7J05
1
VENT MEETING (TOP) RAIL
6063-T6 ALUMINUM
6
L-)706
1
VENT BOTTOM (LATCH) RAI
6063-T6 ALUMINUM
)
L-DO]
2
VENT JAMB (SIDE) RAIL
6063-T6 ALUMINUM
8
L-))OB
AS REO'0.
GLAZING BEAD < 3/R' )
6063-T5 ALUMINUM
9
FS-006
AS RE0'p.
FRAME ASSEMBLY SCREWS
pB % 3/a' P.H. PHILLIPS
10
FS-040
AS RE06
INSTPLLATION SCREWS
p10 % 1 l/4• FH/PHIL.
11
L-J531
AS REO'p.
BULB VINYL VTS"P
1/a• DIP. BULB p3033
12
PVS-003
AS REO'p.
FIN SEAL YEATHERSTRIP
.IB)'r230'
13
PINS-0p5
AS REO'0.
FIN SEAL VERTHERSTRIP
,IBJ'r.350'
la
PVS-W9
AS REO'D.
FIN SEAL VEATHERSTRIP
.IB)'x.31p'
l5
HC-02•-1
2
SELF AOHESNE PILE PAp
1/4• %
16
L-7)11
RSGLAZING
BEAD/ INSULATED
6p63-T5 ALUHINUn
1J
L-4204
AS REO'D.
GLAZING BEAD - RROIUS
6063-i5 ALUMINUM
IB
L-))23
t
SASH BALANCE CAM/GUIDE
(2 X VENT)
19
L-0)25
2
RIGID VINTL SASH STpP
(2 X FRAME)
2p
L-A2)
2
BLOCK L TACKLE BALANLE
BSI BRlnn[e systems
21
L-0539
2
VENT LIFT LATCH
6063-i5 ALUMINUM
22
L-J523
1% LATCH
VENT LATCH SPRING
STAINLESS STEEL
23
•
AS REO.0.
GLAZING SILICONE
SEE GLAZING 2 SHY. 3
24
•
2
LAnlnAtetl Gloss
SEE GLAZING 'DETAILS
25
HC-057-1
2
VENT LIFT LATCH
NOLDEO NYLON
26
HC-05B-1
2
VENT SWEEP LATCH
MOLDED NYLON
2)
•
FRAME SILL FOAM CASKET
SELF ppHES1VE
2B
HC-026-1
SCREEu FRAME L MESH
29
L-7730
PRODUCT LABEL
30
•
IREl
1SM-550vJOINTSEALANTSH-550a32
PERIMETER RCRYLIC CAULK
DSI POLYSEAMSEAL
COON.TY t�
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI--DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.m is midade.00v/econ omv
Lawson Industries, Inc. �+
8501 NW 90`s Street SCANNED
Medley, FL 33166 BY
SCOPE: St. Lucie County
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/ or the 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.
IJESCRIPTION. Series "420016200 Flange-Frame".Aluminum Fixed Window-LALL
APPROVAL DOCUMENT: Drawing No. 14200-6200-1201 Rev C, titled "Series-4200-6200 Flange -
Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017,
prepared by manufacturer, 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.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4.
2. See glass types in sheet 3. The monolithic .lite in insulated laminated glass is oriented at exterior side and
require tempered glass, if used at 30 ft above the grade.
3. When an approved impact resistant mullion attached to combine window units, lower DP will apply to
entire assembly.
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 woids 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 No. 17-0531.05 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 L Chanda, P. E.
NON No.17-1212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
Page I
RANDALL E. STOFFT
7A/xY rn
APPROVED
APPROVEDA20ORRECTED
ARmOTECTS, Pj.
ARM11105
® REVISE&RESUBMIT
Q REJECTED
This roview le only fer ganarel confomance with the dssign concept of the
project and general rxmr wince rsih the Imormation given in the contract
tlr.cerr�sa .Corraci�orsorcammants made on the shop dra.7ngsduring
this renswr;3nstrakevathe ccniractcfrom compliance With the regWre-
ffWzrniilapiznsand spad.imbons.1ypploval of aspsNFicItem shall not
InGiVS ap,'xcvai of an 22CEmbly of which the {lam Is a componerd. Con-
tructar is rasponsiNe for: l}:monsicns to be confirmed and correlated at the
jobs a:Infc,:,,afyn that pertains solely to the fabrication processes or to
tine rncans, mahods, techniques, sequences and procedums of construo-
lion: coordination of the we& of all Mix hales: and for parforming off work
in a salveand
jsatisfactory manner.
}{
BATE: 1 1 l ! n BY:
MU MI•DADE
e
MIAMI--DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidadesovlecunomv
Lawson Industries, Inc.
8501 NW 9011' Street
Medley, FL A3166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control
Section (In Miami Dade County) and/ or the 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 "420016200 Flange —Frame" Aluminum Fixed Window —L.M_L
APPROVAL DOCUMENT: Drawing No. L4200-6200-1201 Rev C, titled "Series-4200-6200 Flange —
Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017,
prepared by manufacturer, 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.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4.
2. See glass types in sheet 3. The monolithic .lite in insulated laminated glass is oriented at exterior side and
require tempered glass, if used at 30 ft above the grade.
3. When an approved impact resistant mullion attached to combine window units, lower DP will apply to
entire assembly.
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 No.17-0531.05 and consists of this page 1 and evidence pages E-1, E 2, E-3 and E4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P. E.
NOA No.171212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
Page 1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOANo. 12-0307_06)
2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 ,Flange Frame Impact Fixed
Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" dated 05/12/I7,
prepared by manufacturer, signed and sealed by Thomas J. Solos, P. E.
B. TESTS
1. 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 arch- and a rectangular fin -
frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports
No.'s IIETI22-4010 and IIETI-11 3363, both dated 03/05/12, signed and sealed by
Rafael Droz-Seda, P. E.
(Submitted under NOA No. 12-0307.06)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a rectangular-, a circular arch -
and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No.'s HETI-09 2614, dated 09104/09, HETI-09-2612, dated
09/02/09, HETI-09 2586, dated 07/10/09, HETI49-2584, dated 07/10/09, HETI-09-
2582, dated 07110/09, BETI-09-2580 and dated 07/10/09, all signed and sealed by
Candido F. Font, P. E.
(Submitted under NOANo.12-0307.06)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a rectangular fin -
frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test
Reports No.'s HETI-09 2613, dated 09/04/09, HETI-09-2611, dated 09/04/09,
$ETI-092585, dated 07/10/09, HETI49-2581, dated 07/10/09 and HETI-09-2579,
dated 07/10/09, all signed and sealed by Candido F. Font, P. E.
(Submitted underNOANo. 12-030706)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a rectangular fin -
frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test
Reports No.'s HETI-03-1778, dated 01/30/03, RETI-03-1779, dated 01/30/03 and
HETI43-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E.
(Submitted under NOANo. 03-0327.11)
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No.17-12IL13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (co=mD)
5. 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 a rectangular—, a circular arch —
and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, BETI-03-1774A and
dated 01/30/03, HETI43-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—
Seda, P. E.
(Submitted underNOA No. 03-0327.11)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Au 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 a circular arch fin frame fixed
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-
02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by
Hector Medina, P. E.
(Submitted under NOANo. 02-0701.01)
7. 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 a rectangular—, a circular arch —
and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated
02/12/02 and HETI41-1098, dated 02/11/02, all signed and sealed by Hector Medina, P.
E.
(Submitted under NOANo. 02-0701.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC, prepared by
manufacturer, dated 03/01/12, signed and sealed by Thomas 1. Sotos, P. E.
(Submitted under NOA No. 12-0307.06)
2. dazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami —Dade Department ofRegulatory and Economic Resources (RER).
L Stw.si \. `. 4"--
Ishaq L Chanda, P. E.
Product Control Examiner
NOA No. 17-121213
Expiration Date: August22,2022
Approval Date: February 01, 2018
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their
"Trosifol® Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on
07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their
"SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for
their "Saflex CP - Saflex and Saflex IV Composite Glass Interlayers with PET Core"
dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by
manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos, P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/1% signed
and sealed by Thomas J. Sotos, P. E.
(Submitted under NOA No. 12-0307.06)
3. Laboratory compliance letter for Test Reports No.'s BETI-09-2614, dated 09/04/09,
HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07110/09, HETI-09 2584, dated
07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09-
2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09 2585, dated
07/10/09, HETI-09 2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued
by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E.
(Submitted under NOA No. .72-03 0 7.06)
4. Laboratory compliance letter for Test Reports No.'s RETI-12-4010 dated 03105/12,
HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated
01/30/03, =143-1776, dated 01/30/03, HETI-03--1777, dated 01/30/03, HETI-03-
1774A, dated 01/30/03 and HETI-43-1774B, dated 01/30/03, all issued by Hurricane
Engineering & Testing, Inc., signed and sealed by Rafael Dmz-Seda, P. E.
(Submitted under NOA's No.'s 12-0307.06)
G. OTHERS
1. Notice of Acceptance No. 14-0908:18, issued to Lawson Industries, Inc. for their Series
"4200/ 6200 Flange -Frame" Aluminum Fixed Window - 11M.L % approved on 12/11/14 and
expiring on 08/22117.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L42004200-1201 Rev C, tifled "Series-4200-0200 FIange-Frame Impact
Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017,
prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E, prepared by
manufacturer,.signed and sealed by Thomas J. Sotos, P. E.
Note: This revision consist of editorial changes of FBC 17 (6' Edition) code compliance.
Isbi q I. Chanda, P. E
Product Control Examiner
NOA No.17-1212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61 Edition) and "No financial interest' dated
11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter dated 01/22/18 of the editorial drawing changes issued by Lawson Inc, signed
by Nelson Erazo, Senior design engineer.
G. OTHER
1. This NOA revises 017-0531.05, expiring 08/22/22.
Isha4 1. Chands, P. E.
Product Control Examiner
NOA No.17-1212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
E-4
SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME
APPROVED WINDOW ELEVATIONS (LMIMPACT)'
1r
Y➢A'IV IEIGR
W�
al.mm_xnurm ¢..,Amx
VwT¢V
Lr
vDmv vwm
e-qp vn IM .I WAmN
VIN®v
u
L
veaov vmiu
—J
M Af WMSSY
. 1_ I�LJ
xEnmu ivRea DtVAI.T!
rr
�v
R LT
v¢mv Imort
Li
NI,µF PIGIMIE W1N¢TA' El n/ATX)N
. n.c TKV`u O AigN
I
.N
E. .TON
r
wRa9Y xo I
w14� R(MME MOW . WAM N
R'iANCL �e iyplL.. A rvAIIOH
�S
vwouv im'T
L0�SR
L u
wu rmc.! D rvAnnN
M[",Y%T Ex RAON Rmimx
!®d `
xw�n I
GuwMER-RDlwn Rrv4mN
I
vPRmv HHIH
VOmOW
vmw
GC}An'IN TPIGL [1 NATON
1
ALLOWABLE WADS FOR ALHINAW
BLAPES AS mom. CAN m V nm
BY INSOUINNG RGNRE NWOOW SHAPE
WMN A S ARE OR =TANG As
BNOW IN DOM ONES ANO OURNIHG
ALLOWABLE LOADS FROM ROSE
SIAFES PRMOM PFRWTIM
FASNQIERS ARE As DEBO w xFINiN
iTR SIT AN¢ EPACM¢
y¢R¢y
r1
I VD�v vGIH
SIIIp11yu' 1YpV��I`N,ATIpry
NCAL ELEVAT
TESTED UNIT
MAXIMUM GLASS AREA TESTED APPLES TO
CLASS TYPES: I: F. J. K AND L - SEE
DESIGN LOAD CAPACITY TABLES ON SHEET 4
FOR SIZE LIMITATIONS OF EACH CLASS TYPE.
TYP.
is
IROCDCiiMt®
x.17-IZIZ•13
�w.a.m�ccc�a-u1.z
A�IzG.. �Fa"WFH
MT. FILSE CRWN.
MMi06 APE AppIIIL V/
V/ SD. am An ARE
AVARAOIE AS �
WINDOWS ARE L.N. RIPACT
M1A1(I-DALE COUNTY 1PPR0VEOl
SRUTTSRS NOT REQUIRED
General Notes:
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE FUMMA BUILDING CODE (2014-5N E, U u & 2017-01h Edition) INCLU➢ING
HIGH VEU1C1'Y HURRICANE ZONE (HVHZ) AND AERi 1900-09. THIS PRODUCT LS IMPACT
RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SILOL. BE MSGLtED AND ANCHORED SO THAT THE BUDDING
RESISTS THE SUPERBH'OSED LOADS IN ACCORDANCE WITH THE REQUOMMENTS
OF F.B.C. & TO BE REVIEWED BY BDHDINO OFFICIAL
3.) ANCHORS MOWN ABOVE ARE AS PER TEST UNIY9. ANCHORS ON AL WINDOW SIZES
ARE NOT TO EXCEED THESE MAXDUM SPACINGS ON CENTER (D.C.) .
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO HE ENGINEERED
ON A SITE SPECIFIC BASS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY
BUILDING OFFICIAL
6.) WINDOWS ARE QUAIAFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND
FOR USE LATCH DOUBLE GLAZE LAMINATED INSULATED CLASS TYPES TABULATED HEREIN;
(SEE SHIFT 03 FOR GLASS TYPES AND SHEET /4 FOR MAY. DESIGN PRESSURES).
6.) WINDOWS WITH GLASS TYPES 'B, C, F. OR G' INSTALLED ABOVE 301L IN THE EVEZ, THE
I.G. EXTERIOR LITE SHALL BE TEMPER® TO COMPLY WITH THE SMALL MISSHE DIPACT
RESISTANCE REQUREI®RTS (FBC-CIS PfAl 24 Seatlo¢ 2411.9.9.7).
7.) FOR OPTIONAL FRAME INSTALLATION DETAUS SEE SHEETS 2 & 5.
e.) EXT. & HUT. FALSE COLONW. MUNTINS ARE OPTIONAL & AND ANE APPLIED W/ SUCONE
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEEP 02 FOR, DEIAE. & NOTES)
10.) APPROVAL APPLES TO SINGLE UNITS OR. SUE BY SUE MULLED UNITS.
11.) MUILNG FDED WINDOWS WITH OTHER TYPES OF MWH-DADS COUNTY APPROVED PRODUCTS
USING A IHAMI-➢ADE COUNTY APPROVED MUI.UON IN BETWEEN ARE ACCEPTABLE BUT THE
LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL "FLY YO THE
ENTIRE MULLED SYSTEM.
12.) SEE SHEET! 0 5 FOR MULLION/METAL ATTAMMMN7 DETAILS & OPTIONS.
® U
N
SMS W/ 1
EMBEDMENT
RNTERIOR
n
EXTERIOR
4.• SS.. EKI. GRA9E PLADERDt
TALLIY� imT Hl
CI JAMB m tt Aw1�'�`er ofioe
<M1Pd
WINDOW INSf TA ATION NOTES�
L THE WDDNIV FRAME FLANGE TO BE BACK-DEDDED V/ AN EXT.
GRADE CAULK THROUGHRIT THE ENTIRE PERIMETER OF FLANGE
BY WINDOW INSTALLER (TYPJ
2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO
BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE
CAULK BY OTHERS (TYPJ
i I WOOD DUCK SPECIFIC GRAVITY = OM MIN.
4. CONCRETE COMPRESSIVE STREMGHT a 2Ks1 MIN.
• BINDER THE OAP BEI4FEN M BIDIDOBI TRAY➢ AND THO BUCK OR
MASONRY IS IFSS THINK 1/6•. SOILS ARK NOT BFXIUODED.
ANCHORS NOTE:
ANCHORS TO BE M14 SMS OR WD SCREWS INTO WOOD, OR
1/4' ITV BUR➢D( TAPCONS ar• APPROVED CORO, FASTENERS
INTO CONCRETE (2KST MIND, WITH A MINIMUM OF 1 1/4'
PENETRATION INTO VOOD OR CONC, AT 12' OG MAX.
• TAPCON YIELD STRENGTHP Fy=10OKsl
ULTIMATE STRENGTHb FW=125Ks1
ALL WO® BUCKS IN CONTACT WITH CONCRETE —
DAT BY LAWSDN INI) TO BE PRESSURE TREATED L
L TO BE REVIEWED BY BUG. OFFICIAL GYP.)
(SEE GENERAL NOTES AT SHEET 01)
#14 S V/ 1 1/4'
Iwa ENICIN E T INTO wud
(SEE ELEVATOR! AT SHEET AI
FOR MAX FASTENER SPACBND
(ID )3E�0➢NG
INTERIOR / PLAIN
GLASS
1xT6RI0R O
I�—VdWJ IRME WDTH
1• MIN A4 SNS V/ 1 1/4' 1/4' TAPCON V/ 1 1/4'
nr(l . MDa EMBER¢eR BiR1 Vmn MIN EMBEDMENT INTO LONG
(SEC MEVAIDH AT BEET A '(SEE ELEVATION AT SHEET 01
FOR MAX FASTENER SPACED) FOR MAX FASTENER SPACING)
DR. OWE 1 1/8• RON
CAUU< DOSTlR
1 1 v
�Cr e. Vim.
-RT. W® BLC(S
N
y
o
O
o
(((Y
Mb p
c
x
AIR EMBEDMENTINTO ERG
'(SEE E1VATION
ER SHEET A
GDR YAX FASTENER
FASTSPACOLI
1 •
m c p
3
2rr
A
L
L4• NIX
!
Z Q 2 p
U
IW Kim
O
m9a
N
'. EDGE DISTANCE
OF
!
'�
0
c
W
N
G
p
�Ye
6
o
�
BUCK MAT BY LAWSON IND
AIR IMPOSED LOADS
NC
I
C
C
�
41
v.
2�
SILICONE ADHESIVE
R
^
'lll"11{I(I"I{Ip\TrynH.a�A�lll
BEnOdG CEwRMO
!n
EXTERIOR
INTERIOR
g
8
Ma
8
i
z
kt6
J
t0 uJRlATCD GL IBOu�UC(
pE
.WNAKFIRNOo
d
AA¢N.�a(e
EPFMREOL IX GLL)tiNG
p'TAMhKpim
^?`
AAAC
gyp.. A,,/
vv
�
O
d'. L. • a
N
u e
, i 4•.
1/4'•
oi�mina:r: •.:�
�_�Q�rs�
d. .4. •e.
LAMINATED
INSULATED GLASS COMFOSff[0N
TYPE B
1T0(
DESCRRRON
DETML
1
1/8• ANN. a -Ass
2
0.090' SAFLEK PVB bp Epsb�pn Cbmkol fa
Q -�
3
4
1/8' AIOEALED GLASS
1/4' iNSIL ATED AIR SPREE
fO
V8' MUEALm Ot IEMFFREII GhSS
LAMINATED
INSULATED GLASS COMPOSITION
TYPE C
ITEK
DISCRETION
oRTILL
1
1/8' ANNEALED GLASS
m .V4' vlla
v --
2
0490- SAELEK PVB by' Cp . CHenkal Co,
3
VB' AHNEAM GLASS
4
1/4• INSULATED AM SPACE
T - ----- -
5 00
SAW ANNEALS➢ DR T RED GLASS
LAMINATED
INSULATED GLASS COMPOSITION TYPE F
fl'RY
DeSC�fiON
DEf1D.
-j
1
1/B• HFAT-STREHGIITFIED fYAS9
2
DA90' TMSD PVB bye Kvaray A rke, Nc
____
. O y4• 1
3
1/0' HEAT-STREMMMED GLASS----
4
114' INSULATED AM SPACE
T
5 tU
VB' ANNEALED OR TEMPERED GUISS
LAMINATED
INSULATED GLA33 COMPOSITION
TYPE G
ITEM
ffiCII�¢Ox
TEAT-SMENGMENED GLASS
Q y� 1
2
MY TRDSDO- PVB by, Kur y Merica, Ino
3
I/B' HFAT-STRFNGHIETEO (BAST
4
1/4' INSULATED AIR SPACE
5 P)
3/16- ANAL IL0 DR TOVIMED GASS
LAMINATED
INSULATED GLASS COMPOSITION
TYPE L
QEM
DESCBORION
I I DETAD,
1
3A6' HEAT-STREIIGIlEKO LASS
V4•
2
0.090- TROSIFM PVT bp Kw my Anerkp, ]rc
3
3/16- HEAT-STRENGHTENED GLASS
4
VV INSULATED AIR SPACE
5
SAW TEMPERED GASS
T
Notes,
INSULATED
1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES.
NO IDNDOWS WITH GLASS TYPO 'B. C. F. OR G' DISTATLED
ARM SO M IN THE SM. TEE LG. EKTERIOR = SHALL
BE T EREU TO COl@LY WITH THE 9MAIL lag= WACT
RESTS1'ANCE REQUIREMENTS (FBC-E014, S.U.. u11.3.3.7).
'SILICONE OPTIONS',
DOW CORNING 899
SCHNEE-HOREHEA➢ 5731
TREMCO SPECTRUM 2
INSULATED
LAMINATEDANSULATED GLASS TYPICAL GLe7ING DETAIL
5 18 LAMINATED GLASS COMPOSITION -TYPE A SUCONE
SCHNEE-MOREHEM SW 5731
1I'IDI GL169 MIS ON DETM DOW CORNING 899
1 Ve' AMIE S GLASS _ _ TRENCO SPECTRUM 2
2 ""- TRIISTM PVB bin Karorw Merko, T = n m
3 VS' ANNEALED GLIY$$ (
nm
5 IB LAMINATED GLASS COMPOSITION - TYPE 0 e II WIUJATED o n
ITIDf GL199 0E9CIDPIION MONOLITHIC m ao n
1 1/8' TEAT-STRENGITENE➢ fiASS DSIA6 �!' 3
2 OA90- TRDSIPU. PVB bin KLpproy Merlco, Inc _ GLAZING SlOP Z i
3 VS- HEAT-STRENGHTENE➢ GLASS - ® CIRCULAR WOWS. „ e c
13 92 LAM@IATED GLASS COMPOSITION - TYPE E LAMINATED 3 4GLL9S DDSDRIPITDN pETAp,rL,,,MM
3/ib-STRENGb- -➢ PASS pnm �
2 .090' SAEIE% PVB bin Ga4an GeNcol Cp 315 - -
3 VB' TEAT-STRENGHTENE➢ GLASS
7 16 IAAUNATED GLASS COMPOSITION -TYPE H
ITHI GLL99 DF9CHBTION DETA L
GLAZING DEPTH GLAZING DEPTH
T
1 3/16' AVEALEO GLASS" __ Ilf,/jYl
2 0.090' SAiLE% PVB bN Epe6nw Gmkal LAMINA*�i
3 3/16' MNEALE➢ GLASS 1 MONOLI
SILICUE OPTRDIS'1
OV CORNING 899
COMPOSITION -TYPE ICHNEE-MORENEAD 5731
(HASS DESCRIPTION pgT REMCO SPECTRUM 2
2 0.090' TROSIPOL PVB byi KNI4roy Anerko, ]nc.p A GLAZING DEPTH
3 3/16' ANiEN.EO TAASS 1
7 LR L4MINATED GLASS COMPOSITION - TYPES LAMMATFD/MONOLITHIC GLASS,
Trm` cuss DescxmTmx DEIAp. TYPICAL GLAZING DETAIL
1 3/16. 14AT-STPEHGHTpNED (iASS _- _ p
B 5
2 0.D90' SENTRYGLASS b, Kw ' Anerkp, Irc.
3 3/16• HEAASiRERGNTENED GLASS •I G r
7 18 LAMINATED GLASS COMPOSITION - TYPE E
RB)t GIA99 DTSCIOF90N DETAL
t 3/16• NEAT-STRENGHTENE➢ r4 ecS
a4
E 0A90' TMSTM PVB by Kurproy Anerko, Nc. yly, - _
3 3/16- NEAT-SiRENGHIEAEO TiASS
INDUOCfnVGM
�4RdWbW HeLROAYa
MKpo¢x.l -12`Z
�6N
PoM Catiel
42008ZOOMEDIMPACTWINMWM0WLARSVEscMR-DESIGNLOAD CAPACITY-PSF
4200.6200
FIXED
IMPACT N7ND W C0MMODRY SIZES CHART- DEBION LOAD CAPACRY-PSF
W W DOW O M.
I
GRASSWPM
I I WINDOW
DIMS.
I
GLA65 TYPES
'
N
WMH
LENGTH
A
R
C
D
E
F
G
H
1
J
K
L
MOTH
LEWOTHmmo
C
D
E
F
G
H
1
J
K
L
a
b..
+-DP
-DP
+}W
♦ DP
H-lP
+®
+F DP
e.�
+}GP
/.
' BP
+6DP
W—
a
DP
M-OP
W-DP
I.
I.
H-6P
W-DP
N-DP
N-DP
W.
U-DP
o
o
5
2P
fi8
fiB
BB
fi8
fia
®
19-12
H
fi8
68
fly
66
fi8
fi8
68
78
65
58
um
q
{
5Y
36'
as
80
BB
655
®
03
60
>e
85
PB
261?
B
fiB
60
65
fiB
60
60
EB
78
65
88
@
36'
fie
68
60
8B
fi8
fly
H1
fie
®
fi8
70
85
69
26•
0
fi8
60
65
68
60
'fie
68
70
65
fi8
^
3
IB'
60
fiB
EB
BB
e8
6
BB
as
65
68
®
68
55
EB
69
68
as
8
78
65
W
fiB
as
�.
8
fi8
fiB
ES
6a
fi8
fi8
fiB
7A
fi5
fi8
in < n
Ra
q
6C
88
as
5B
ee
65
W
Go
60
fi8
>B
65
E8
a, IV
8
60
fi8
65
fi8
fi8
fi8
fib
78
fi5
fi8
q
+
BB
80
BB
fi8
65
08
66
EB
78
65
fi0
10.118'
fi8
60
85
fi8
68
80
fiB
78
65
60
m n
2P
3J
08
fie
EB
BB
88
H5
fiB
as
®
�
0
65
68
261YP
68
60
65
68
68
fi8
68
78
65
W
3S
80
fi8
as
8B
BB
ee
as
66
a5
SO
eB
68
Is
fib
E6
W
>8
70
65
65
®
as
3r
@
983'9'
8
B8
EB
fi8
bB
W
65
W
fiB
fig
80
662
as
6G2
6'BB
8
70
65
fi5
68
68
a
y
@
4B'
fi8
pa
65
583
53.118•
68
6B
65
fiB
fib
Ga.s
file
is
65
69
2
L
N
4W
88
®
BB
fi8
65
W
68
ass
51
is
65
69
1911a'
0
fi8
fib
65
60
68
fiB
60
TO
65
W
5d'
BD
x
x
Y
%
s
fi8
BB
65
65
W
BB
�e
51
a
85
®
261?
fiB
68
65
69
69
68
E8
78
65
EH
>)
o
x
x
]0
65
BB
3T
EOGB'
60
60
fi8
68
65
68
60
E62
W.2
70
65
W
m
26'
88
fiB
BB
fi8
fiB
85
65
68
fiB
68
68
6
fiB
fiB
E8
60
B
85
85
W
4B'
x
[
BB
65
60
BB
R
78
65
fib
2
y
o
S
BB
66
BB
fiB
65
68
fiB
88
as
78
B5
E8
5}118•
x
x
Y
fiB
65
BB
fiB
z
=
TB
65
fiB
C
i45'
No
x
%
x
88
W
68
80
61.7
6fl3
78
85
fiB
18-116
68
60
60
60
65
60
68
fi8
fiB
78
65
68
1
q
S
4B'
x
x
BB
1D
®
60
x
x
8
55
W
26.1
68
60
68
68
65
W
fib
68
60
>e
65
88
x
x
x
X
x
6.5
65
x
x
x
Y
x
x
76
78
55
65
fiB
68
3!'
@
Or
W
x
W
%
as
X
68
fi8
65
65
69
60
60
fiB
K
[
60.2
R
>e
78
65
65
68
24°
65
W
se
W
ES
fiB
W
EB
79
55
®
6iW
R
S
x
S
R
K
g
9T
fi8
x
69
fi8
65
fiB
6e
BB
56
65.5
68
60
78
65
65
OR
OR
19- 19•
26112•
fiB
fiB
65
fiB
65
fi8
6B
fiB
69
76
65
58
O
@
R°
g
RB
x
778
8
55
3l'
6f
fiB
[
69
x
fie
x
fi8
fiB
65
fi5
fi8
fiB
fi8
68
68
x
68
682
iB
78
W
65
W
G0
S
U
z
x
z
:
65
x
x
x
)8
55
fiB
x
Y
x
x
65
fi8
x
x
K
i8
89
a
m
p
%
%
%
%
65
%
x
x
%
]7
>2
65
as
Sa11a•
z
R
Y
x
85
x
x
x
78
65
68
O
2c
4'
68
6B
80
fiB
65
68
68
5B
8
65
5
1 11a•
60
68
68
68
65 .
EB
68
fi8
fi8
78
fi5
.68
ffi
fi8
®
90
as
68
68
W
80
B
W
261?
fi8
68
60
65
fiB
68
x
fiB
78
65
68
(n
4
33
@
)4°
x
Y
x
%
x
%
fiB
%
as
56
W
Y
%
x
B1.B
N
W
X
8
78
05
85
fi8
®
3l
@
]4'
[
[
R
fi8
65
85
68
68
Z
%
]e
65
fi8
p
2W.
1
3®
4T
x
z
x
x
758
65
as
63-118•
x
x
z
R
x
K
a
65
x
x
%
x
X
x
%
x
]5.6
R
65
65
fi8
68
5K-
x
x
z
65
x
71.6
fifi
89
14118'
fi8
fiB BB
fiB
fig
fi8
fi0
60
78 65
fi8
�'
x
x
%
[
65
x
X
S
%
Bfl)
BS
[e
.261
80
60 fiB
60
65
fi0
80
}
fi8 )0 65
60
1
Vi
00
Ee
5B
60
fiB
68
fiB
>B
65
3]' 7d.11d'
x
x x
68
E5
Ee
fiB
% 78 65
6a
g
3V
%
x
i
88
6fi
fi8
58
fiB
EB
78
65
as
dB'
X
x
65
x 752 fi5
69
@
%
%
Z
%
85
65
W
X
x
x
s
JB
fi5
5
EB
fi8
531R
R
85
S
x
%
x ]18 65
fi8
g
D o
44
x
z
x
x
B5
x
x
x
z
M5
BS
88
5
99
24'
60
fi8
80
8
85
BB
4"
9'
fiB•
x
x
88
65
B5
[0
as
'
8
85
6B
a�
iii
dT
x
x
x
x
65
x
x
x
x
x
x
8
788
65
85
fiB
08
3 ey
$
2T
x
x
x
69 1
65
as
69
68
fiB
78
65
W
• '
x C a
W
low
x
x
x
85
X
x
x
x
78
65
®—Notesy
i
38'
x
x
x
x
89
x
%
x
X
7A7
65
01.)
SEE SHED S MR GL G 7YPES, DREADS k
SOIC0NE OMON3.
2C
3T
12P
x
88 1
x
es
1
x I
x
78
]e
65
fiB
2J
RLYUDA3 WD'A
CL959 TYP89 'B, C, F,
OR G' INSFALIED'
8
x
x
x
x
85 i
x
x IxI
x
x
I>41
69
85
0)if
fie
MOW: SO FR. IN YRS HWM WE LG.
EYT'S[ROR ME
MTJ
z z
BS EO O'0 C01@LY 7� SNALL 0. DIPlC2
jA 0 3
{{
=ARC
R�LSPANCE REQUDi81lENT9 (FBC-2014, 9actlon 2411.8.8.7). -
(FB 241
x`< d a
W
&
IQWD�M'
111�1�7,I/xx4x
y„m
lxlEyCeb
`,,,,,,
.•05.........Nidk
L
.....
J
R+FIIWH[h1x 1 "IZ1,
LA
a y..2
u P
< A
W9
HMMM
MV 1Fi+mn Onm ONS M SE ORIEMFD
YTROC Y OR HORZOMNLY AS SHOWN MQ&
C
BILL OF MATERWS
ITEM
PART II
QUANTITY
DESCEUMON
NATIO7Td1.
REIRAM
1
L-4201
2
FRAME HEAD/SILL/JAMB
6063-T6
2
L-7708
4
GLAZING BEAD (5/16' GLASS)
6063-TB
-
3
L-7708
4
GLAZING BEAD (3/8' & 13/32' GLASS)
6063-T6
-
4
L-7708 TRIMMED
4
GLAZING BEAD (7/16' GLASS)
6063-T6
-
5
L-7711
4
GLAZING BEAD (5/I6' GLASS- INSULATED)
6063-T6
-
6
L-6211
4
GLAZING BEAD (7/16' GLASS - INSULATED)
6063-T6
-
7
e8 X 3/4'
2/ CORNER
ASSEMBLY SCREWS
-
P.H. PHIWPS
8
L-4204
AS REDD.
GLAZING BEAD AT CIRCULAR WDWS.
6063-T5
-
9
VWS-004
AS REDD.
GLAZING CASKET
SOFT PVC
-
10
AS REDD.
GLAZING SILICONE
11
PL ]5.6020
AS REDD. I
GLAZING SETTING BLOCK
SOFT PVC
1/8' X 1/8' X 2'
12 1
812-25H-357 I
AS REDD.
•iruSeol" Dum Seal Swiggle Spacer
1/4" BLACK
1/4' AIR SPACE
WINDOW FRAME FXTR MON DS1'Al S
PJA3
%
.76P ffi2
�
391
P
T
-030
BOB
P.
FRAME HEAD/SILL/JAMB
2 GLAZING STOP
(5/16' GLASS)
31D
d1D
T aD
I
TWO I�
OSO
TV. .773
F
n3 ('
3 GLAZING STOP
¢GLAZING STOP (7/16' GLASS)
(3/8' & 13/32' GLASS)
m
L60
g3O !L5
ma
.DSO
—1
Alo
V. —j
TYP
L
P.
5 ABA
INSULATED GLAZING STOP
W/ 5/I6' LAMINATED GLASS
6 aoD
INSULATED GLAZING STOP
W/ 7/16' LAMINATED GLASS
iArPO.�
L2e
ii_
8 .I66-0490 .-7
Yuv�y
Lc
GLAZING STOP (CIRCULAR WOW.J.
52 MUUJON A mwN FOR
MUWON TIP& SRE Mro W
C6M.4 PRC=RE UWATON9.
ALIMRNR MUJ.ION-
(/6N1. 0.078• MR. 1 K)
NOR: TIQ: u]YFI( P.PFSSUR6 OF
AXE W4IDGM qt Muu 94W. Ow9d!
R7=OR
�. w BauARE RaDRws
O O
FRAME RADIUS JOINT FRAME END CORNER
FRAME CORNER & JOINT ➢ ETA c
SEALANI
FRAME CORNERS, OR JOINTS SEALED WITH A COLORED
SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR
SILICONE
• cn<
MAIL
AIL
EXTM
2
IGRAO�®
—MINDMI FUME
GTR GLNh16
FRAM-P. TRR.TTNG
PFTdR.
IHO➢UCf RCY16F9
�a�6fNiLL Ve FIUY:
Aw Xn L7�n�/ZN%
R(4�Ir 1J-
4'
r✓:al
NONE DO MTMR fliE4M6 6
NNE w1XDOW O0. MMtL SFWL LAA'F1M
12S0SNI IH'L
le=W.
NOTE:
1. Aus LMC A7 WTN
AA`l TO BE FUNK➢ OR KA f
a
p
1.... gq
tl3 AAAA
_—_ A7 =SR.I•FCy10 JB ON MN
0
.i......
(sIFE. 1e u. MN. Iwclt —
e7 AIMYMVY : sosT-n 1ma
g'ai:
p,..p••;ril � 1�
' Daun "w tun MOO
PfR1MERR WIXWM RMOIE
sFA1ANr ErMIOR Q
O�
METAL STRUCTME ATTACHMENT DEL'
14IAMI00DE MIAMI-DARE COUNTY
— PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy
Lawson Industries, Inc. SCANNED
8501 NW 90 Street BY
Medley, FL 33166
St. Lucie COUn$y!
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the 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: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement—L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 and renews NOA No. 17-1212.24 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 Manuel Perez, P.E.
NOA No. 18-0529.03
MIAMI•DADE COUNTY Expiration Date: May 30, 2023
' ' �p18,�� Approval Date: June 14, 2018
Page 1
RANDALL Ell STOFFT ARCHITECTS, PJ.
3T9 ARJU11105
APPROVED ❑ REVISE&RESUBMfr
❑ APPROVEDMPRECTED ❑ REJECTED
This review is onti for general conformznce vALh fhe design concept of the
project and general compliance with the information given in the contract
documents. Corrections oroomments made on the shop drawings during
this review do not relieve the con:.2derfrom compliance Mdh the require-
mon!s of 0ia plans and spec fications. Approval of a specific Item shell not
ineWo approval of an assembly of which the Item is a component. Con-
tractor u responsible for. Dimensions to be confirmed and correlated at the
job she,; inf•rmallon that pertains solely to the fabrication pro craes or to
the means, maheds, techniques, sequences and procedures of corshuc-
Gorr: coordination of the work of all oftrer trades: and for performing all work
in a safe and satisfactory manner.
OATS: 1 BY:
MIAMI•MIAMI-DARE COUNTY
M — PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.¢ov/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).
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: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I.
APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" sheets 1
through 10 of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer, signed and
sealed by Thomas J. Soros, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 and renews NOA No.17-1212.24 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 Manuel Perez, P.E.
NOA No. 18-0529.03
Y
j f Lz Expiration Date: May 30, 2023
J C! Approval Date: June 14, 2018
Page 1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA Is No. 02-0501.05 and 95-1212.09)
2. Drawing No. LAW-All-1001, titled "Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision D dated 11/21/17, prepared by manufacturer,
signed and sealed by Thomas J. Solos, P.E.
B. TESTS
1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested
per ASTM ES, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed
and sealed by Rafael E. DrOz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
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 120" span aluminum tube
mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering
& Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by
Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
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 sliding glass
door; prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
5. Test report on: 1) Uniform Static Air Pressure Test, Loading 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 Report No.
HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 02-0501.05)
Manuel Perez,
Product Control Exa ine
NOA No.18-0
Expiration Date: May 30, 2023
Approval Date: June 14, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
B. TESTS (coNTrinD)
6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376,
dated 01/31/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOANo. 95-1212.09)
7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90" span mullion and a 45" high fixed window
on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,
dated 02/13/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOANo. 95-1212.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed
and sealed by Thomas J. Sotos, P.E.
(Submitted underNOANo. 12-0127.07)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC Wh Edition (2017), and of
no financial interest, dated November 17, 2017, issued, signed and sealed by Thomas
J. Solos, P.E.
2. Laboratory compliance letter for Test Reports No. BETI-02-1714, HETI-02-1716,
HETI-02-1717, BETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02,
all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.
Droz-Seda, P.E.
(Submitted under NOANo. 02-0501.05)
3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA No. 02-0501.05)
Manuel P P.E.
Product Control xa iner
NOA No. 9.03
Expiration Date: May 30, 2023
Approval Date: June 14, 2018
E-2
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAIITTED
F. STATEMENTS (CONI'INOED)
4. Laboratory compliance letter for Test Reports No.: FTL-3619, FTL-3620, FTL-3621,
FTL-3622, FIT,-3623, FT1-3624, FTL-3625, FTL-3626, FTL-3627, all dated
11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by
Joseph C. Chan, P.E.
(Submitted under NOANo. 03-0128.06)
5. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 04/07/17, signed by Nelson Erazo.
G. OTHERS
1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement —
L.M.I.", approved on 04/13/17 and expiring on 05/30/18.
2. One year approval, subjected to successful verification test.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. LAW-AM-1001, titled "Aluminum Tube Mullions", sheets 1 through 10
of 10, dated 04/27/10, with revision E dated 05/14/18, prepared by manufacturer,
signed and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 108-1/2" span aluminum
2" x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by
Rafael E. Droz-Seda, P.E.
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 108-1/2" span aluminum
2" x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by
Rafael E. DrOz-Seda, P.E.
Manuel Per
Product Control E mine
NOA No.18- 9
Expiration Date: May 30, 2023
Approval Date: June 14, 2018
E-3
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS IcoNTmuEDI
3. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 120" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel
reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E.
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 120" horizontal span and
74" vertical span, 2" x 6" aluminum tube mullions with C4 x 4.5 steel channel
reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz Seda, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), prepared by manufacturer, dated 05/24/18, signed and sealed by
Thomas J. Sotos, P.E.
D. QUALM ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
G. OTHERS
1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their
Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement —
L.M.I.", approved on 02/01/18 and expiring on 05130/18.
Manuel ere"
Product Control Ex ui r
NOA No. 1 52 03
Expiration Date: May , 2023
Approval Date: June 14, 2018
E-4
ANCHOR/CUP
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-CADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
C `
c
HORIZONTAL MULLION
o
RECTANGULAR ALUMINUM TUBEMULLION
GLAZING'
it PRODUCT
USING MUI LION PROPERTIES ONI Y
, n 3
+ R
GENERAL NOTES:
1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE
REOUREMENTS OF THE
s 0 "
i `, !
+ t`+
RORIM SCUTNG CODE (2014-5R EE4m & 2017-61h
U6 .) RMUDING RGH VDOCTN MUZONJE ZONE (HVNZ).
w IS N
I
2°
3
2. ALL GLAZING PRODUCTS USED WITH THESE MUDIONS MUST MEET THE
APPUCABLE FLORIM SDC. CODE REOUREMMTS I.E. WIND LOAD. WATER
n w x L� o
m a
E:
v
PIRLMDON, FORCED EMRY RESISTANCE. SAFEGUIRDS ETC.
S c
R
3. MULUONS ME MPROVED FOR IMPACT AND NON -IMPACT MPUMTONS.
INCLUDING WINDOWS, DOORS OR COMBINATIONS
X z S
2 I
GLAZING 3
MAY BE MULLED.
PRODUCT
3
v
•. W000 BUCKS BY OMERS, MUST BE ANCHORED PROPERLY TO TRAIISFFR
.S
=
LOADS TO THE STRUCTURE.
5. MCHORS SH&L BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
F
D a[
3
EM8E011ENT TO BASE W%XRML SHALL BE BEYOND WALL DRESSING OR STUCCO.
z j £
' S. ANCHORNG OR LANDING CONDMONS NOT SHOWN IN THESE DUALS
j z CS
ME NOT PART OF THIS APPROVAL
® p 6
66
T. A LOAD CUMTION INCRDSE IN ALLOWMLE STRESS IS USED IN PMGN OF
} c
MOD ANCHORS ONLY.
IV/�1 p a 5
8. MADRMLS INCLUDING BUT NOT UMITED TO STEEL OR METAL SCREWS.
THAT COME INTO CONTACT WITH OMER DISSIMILM MATERIALS SHALL MEET
y
�i j
MUWON SPAN
THE REQUIREMENTS OF THE FWRIM BLOC. CODE.- SECTION 2003.0.4.
F
E
�F J
WIDTH (IN) = W1 + W2 + W3
MULLION & CLIP NOTES.
�(
2
l A
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
fi( y
'
2 OF 10 FOR DETAILS AND NOTES.
g
ANCHOR/CLIP
ANCHOR/CLIP
• REFER TO SHEET 3 OF 10 FOR MAX. MULL 'DESIGN PRESSURE CHARTS
HORIZONTAL MULLION
2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET'
e e eqqm
'
VERTICAL
4 OF 10 FOR DETAILS AND NOTES.
• REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
z Setn
,' 5 e8 I_
w
MULLION
3
6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES.
-
+ a
REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
_
A
GLAZING GLAZING
PRODUCT PRODUCT $uai
•&a5=g
=I
od r
§Z
' ANCHOR/CUP-1
0
/
3WI
AApTuu MAFAA
H
P,p
••'� dY'
W2
WI W2
W
MULLION SPAN
Wl CO
'
.
PRODVUREVLSFD
�Ta
amp114MwiR tlW Flats+ TA
WIDTH (W) .= Wt
WIDTH (W) = WI' + W2TTB,D$09
=`
2
3 m' '6•
•"
TYPICAL MULLION ARRANGEMENTS
°j'
Ape
FhnilIL
ONRAoduM
0
ANCHOR/CLIP
GLAZING
PRODUCT
3
ANCHOR/CLIP HORIZONTAL MULLION
VERTICAL
VERTICAL
MULLION
MULUON
GLAZING
GLAZING
GLAZING
Z
��
PRODUCT
PRODUCT
PRODUCT
��
-
ANCHOR/CLI,
I
11
W1
W2 �
W3
' MULLION SPAN
GLAZING
' PRODUCT
GLAZING
GLAZING
PRODUCT
i
PRODUCT
�a
3
VERTICAL
iy
MULLION
ANCHOR/CUP
Ib90
L J2a
-062� I500
w
IIi®I or A25 O O
6 1./0 I.500 r n Oi w
JMM J.OW .119 L]]2 L .129 y�j ¢O n C3f a
]-000 5462 3a03 .119 m u"i 'L ,J
�y .wo LJzBsz
4UD STD.TUBE YofRwE IIjr SZ O i
29 MULLION CLIP
E065-ie IBBrM ow .102 FLOw�I 196r A@
IF IF -1 J96 I D)B S
NOTCH 1• 6°w Loe 1.108 1.062 two I.
v o"OKU. STD.XRIBE I X 4 1 X 3 1% 3 1 X 2 1 X 2
CUSTOM MU" ION CUSTOM M ION CUSTOM M MULLION CUSTOM M ION CUSTOM M II � j m L) S
MULLION 6053-TS 600-76 600-T6 6w5-]6 w65-TO < F tq
Ixx: 2.070 in: Ixx: 1.000 ink Ixx: 0.950 in: Ixx: 0.370 in: Ixx: 0.330 in: F $¢
�zaoo� Sxx: 1.035 ire. Su: 0.667 In Sxx: 0.633 in! Sxx: 0.370 'in S.: 0.MO in° z p u (FLANGE FRAM) (FIN FRAME) (NNGE FRAME) (TIN PRAM(FLINGS
9TAN NNUI Hewn sNwEs G FnAME) a•
ittP. vru ..12s' ALL �zaw—I Imo Bid y6Mw:mMmm tTwtm c M
•)50 ,vP16Al r .In Acaf I�m�b / •1 f R GY
a LNG P9 MT E* Iiw Dole j 6
zx �wwy
.125M IO V 226
Lwo _amo_
. ama I
sow aow .`�11
. Jmo I ag
Jsoo -!II I mw
zs
1% MULLION (CLIP 2w0 ]-000 x'Iw L - - n {ep{-�.
w63-,6 0 4 I M
MULLIONS CONTAININ • I X 4 1% 3
ti . TUBE M l ION T0. IB M ION BTD. TUBE MULLION '' '� ., 9 o d N6
NOmH TYPICAL GLAZING PRODUCT`; 66w-Ta ww-76 6aw-16
HORIZONTAL OR VERTICAI IL
2 % 6 Ixx: 2.070 ink Ixv 0.950 in: 6x: 0.330 ink z
Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0., 30. in. & 3
STD. RISE MULLION STD. TUBE MULLION Y S
9EE WWIXYM 9R °0°R O VURN MR ` G
fASTExFRS SIIFS ANO SPACwG ww-T8 600-T6
Ixx: 8.280 in. In: 2.980 in!
Sxx: 2.760 1° o e i z f w
o u Sxx' 1.490
'��1//^�'j\ �1•� n RECTANGULAR A MINUM TUBE M n IIONS ? U o 0
V INSTRUCTIONSUSING RE LION PROPERTIES ON Y E
USE cHARTs AND GRAPHS As M.M. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT ATTSaElI6FFTl/3///
STEP 1 osTwulNE GEsw Low Rwuwd MR Au UAU °PENR.. AND CAN BE USED WITH ALL IAWSON'S MIAMI-DADS �.�g •,•{:••L133
COUNTY APPROVED IMPACT AND NON -IMPACT PROOUCIS.'4{.
NGT[H •STE� RE°E 9dFM5. PROVSV GU3nlG PROWwS MEEfIF ABWE IMO
T 9PnGNLL STEP 3 MEN NONECRGN T9 NNUCA AS PER PROUNEt NOTES
lr' 1VN STEP 4 SpEay yuILwM yaM VA:,N°. 1. REFER i0 THE GENERAL NOTES ON SHEET 01 �• w OT=S
zmo 1. ALl CUPS AND ANGLES ARE i0 FlTT P USNG clams ON sNEET 3 of to sELEU uuwON SUE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o I
L 1.5 E_$ wnN DESIGN RAMS uORE rnw 6EGER Imn PEOPLEDIN SUP I ABCI[. 2. MULLIONS MAY BE ORIENTED VERRCALLY OR
ANGLE CLIP 2. WHERE ANClES PRE NOT FlT SNUG V61NG AvcxoR ,rea ON
SHEET 6 NON 9 AND ANGNOR cwms HORIZONTALLY. .. ••FT)QO�C
I 6063_T6 INTO TUBE MUWONS, SEE OPTIONAL SIEP G ON s M 9, SELECT JUnK)R mE LmH DMUm R.ITING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULUON ,11•x° m F---2SP]—I ANCHOR DETPIL AT SHEET 9 OF TO. MORE THw TIC oTswN IDAG9 SPwSId IN SEP I AB°!E ARRANGEMENTS OR STACK CONFIGURATIONS. T• <
a
CLiP
LENGTH
NULL
1 X 2
1.688•
1 % 3
2.688'
1 X 4
3.688'
2 % 4
3.688•
2 % 6
5.688•
g$
�nco
MULLION
SPAN-------------------------
C
C
O
Z
2
9
Z
o
W
Cys
V
s
p=Io 7
v
mp fro Lm-------------------------------
o n
2 mores
cLm
v sKaa b C
pOy y r
mmm' z
io
mo_
nm
y �zz
m0?
N+
znm
£
arm
i n z
m
N
O
F
m
m m
O
A
2
O-------------------------------------
m Dmgp
pgpg�3O
5.
gm�
g
TR0= 5 S
PR0E8S5 �' N HER
P .. /
b.
rqq �
C6'+r0
F
r 'q• - No n e slicer
y116
k: D 66225
��
�
BSDI N.W. 90 5T.
•e• - Rewm mt rP1 me rec-zou
1
i
C. Co IfaMe r/ rBC sm EaWon
MEDLEY,
T^r•
(ROIL
ST•
9 R
FLORIDA 33166
0. C-0--t r/ r 6u Eo' -
q• iCQ
301q
PH No. (305) 696-866D
c OP Loom oap . P1 12511
S OF 14,
MANUFACTURER
OF QUALITY ALUMINUM
WINDOWS AND CLASS DOORS
N. RAZO PWOa
)lo
UNREINFORCED
ALUMINUM TUBE MULLIONS
N. Eww
'�S ]jl)Q pA
oi/upe
TUBE
MULIIONS DESIGN PRESSURE
CHARTS AND GENERAL NOTES
DATE_
r••.0 E
w.er� "�"^"m
°^"^ """°'•' LAW-ML-1001
a .0
3.OP LO
c�
`�r1
W2
W1
y
Cm
C
0
q
1J
Yy
N
Jy
q
A
y
�1qq
>y
y�
E
� NVmVV,$W
ALi4
� NJmOWV1+VOINONA
i'N
p.N
1pN0LNiDq
1J
(Jyg1V
fJ
NN iG
fJ 41>>��••qqmm
fJO
PrYVNV+�P+pNYNWyNX
qq
qJ.
N
Ng
NmmiJ
p161Pmd
U41ppO1J
4141
ip N1JmmN'O
OON
oi'nbiggor�$$$�;eur�a��gmzn"%�"�'$v�n
mWAOfIN
�O IJVOpPC1
'mr'umG"f`s''py+i,)�m�mufn'm%
Oi00
(r�N+iaO
JIJ
�1NiCogjy
'OGwNN
m N
TCO
p
O G
O W
O
W+NNA0w11IJJ
a��+''/Ni•,Inm•,°6,`Bi�We&NUfn',£n',L9
G'HG'�F+D'x;
OffJJ
mN�lAIIJppNNNN11uu
ONNON
O
,ND ,E9
,G'�G'H
GNO
�O
mN
,ivi•iiiNNNN�GpNmNNNivii
+GOrl�0JJ
NO
�n
O�dW�NID
NNtNJJ
11PJJ
NN
NO
NO NNONN
NI)�N.Ni•NNNUNNi•NN
NNO
NNO ylO
�0
11O11
NNC
�n
ffOJJP
V•%N
OHO
mNOGONO
00�00000
010J
000N
O
)n_OiNNNNNNIlrN•PNiNNNINI�N
yl00gi++gGON
N(N]iNNNNNUNUNVI
1OJ
N_4NiNUNNNNNNNNNNUNX
N0
1OUP
0
0 0 0
0 0
0 0
0 0
0 0
0 O
O C
O O
O C
O
O O
O O
O O
O
O O O
O C
p O
O p
0
0 0
m
C
�NNp$mNTOPm
Vpp11qq
AAYY
rl..��
VJpppp
OIJNO$WNpiOpm
yyyyYy
mvl
�1
Sl$$mNNOp+W
AAy
r�
m�mO$WNOiOpO
y
4YN
rsl
F
$
4
F
v
J +
1u
m K
C NLIN
.'n
'ON
e'.d�
.O
Ngg1.iV
fJ
ipm
i'..'
NL1mp1�)P
NO.
tpJN+flN
ry
N VNiAwPW
JNON.m
P0Ni1J
G1+(J�1>mip
;O SimN
S•WNXC
O O,
1JgONN
p?y.V
flN IJ
O P
IJmVVJ+gtNmla
m41U4fJV+OJL,Jirp
mIJ
�I
W',Njy�01pVVFJOH
V+oOGP
{N{rynn
A00iV�P
m.UWi (D
N
iVwNUNP��O+NOtwnNNUN•+•a
W W
J
A w
m
yy
mm
f+J�y++�.+r+N+6,
W
O O
N
IJ d
O G
O V
N p
J IJ
m C
O
O b G
N
C �O
O O
O G
O W
F
�C
%
N
N
%
y
C
0A•�
11��ff
mobia
NX
+A
r
C
O
_
F'm'Mwo
o �w'o-•
u'•V,'m
43tlk
Yn
m+md
Ni
`z/'
+NJIJ
IJ
,G'b'69Y$jt
04g1
fJL
ffJJNN
!DirJNP1
V)N UmVWW+JOIigWgNN11NVJAGPNp.NNiANNNm'P
D1
��yyyy
Pl(J�AO.NA
qqqqNN
N41
ONiNNOI+mm(JJ�piAVNJ$wNP(�ON,(1�pm�NY
yy��••VV((p�NN
ffJJ
��pp
IUWW
pN
1N��
POTNX
NNy
m+
+�N
.156
2X W50 ION IP
6J-i6
TIII�,Y .t50
2.OW "" 2.25E
I MUl I ION Cl IP
606J-T6
1.�
NOTCH
00PRO
[WITH
O`TXNK
ANGLE CLIP
...-Ta
2%4
STD. TUB,
MULLION IIWGI
MNDDn iRwE
2 X 6
141lLLQN
F 2.MD_
VM a RRIIUR SHAPES
IP. W4L-.ta'LLL
Ili ALLOT - WW-T6
TYPICRL
ELATING PRODUCT
—].WO •d0a
MULLIONS CONTAINING
TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WWDOW OR WOR APPRONAL MR
6•STERERS WES MD SPAONO
�la2y
T_ J
1-ma-4
1 X 3
I—u6a�
1 X 4
4
1 X 4
SID, TUBE M LION
1 X 3
6063-Ta
CUSTOM
sM
STD. TIRE MULLION
I % 3
CUSTOM MOLIION
CUSTOM MULLION
600-m'
BON-15 .
606 2i6 -
•
In: in
. •
Ixx: 4.709 m.
•
Ixx: 4.]09 in.
Ixx: 2.168 in
Ixx: 2.218 in
Sxx: 2.355 ire
Sxxi 2.355 in°
.168
Sxr. 1.445 in!
Sxx: 1.445 in.
Sxx: 1.479 in°
(MNCE AME)
(APNCE PROVE)
(Ew RIME)
2L0o
138E
FFF
14
.18E IH--2eRa�
r
.6.00E E12 S.u.S.012' 0.L
U25
qbA
2X6 2 X 4
SM. TUBE MULLION STD. TUBE MULUON
606J-T6 6O&1-LB
Ixr.19.648 in Ixx: 7.649 In:
Sex: 6.549 in! Sxx: 3.825 in!
MULLA36
u5E CHMS AND GRAPHS / iOUM.
2I
X 3T
P 1 oE1 NE DESIGN LOi.D RECUREU IOR PMIKNM CWTHvNC.1
STEP u5E APAKNIED GUMNw PRODIHTS METROPEUREYENTOL
X 4
3 ME CONNECIIDx RD uuu#M As PER PRODucr
MP Z2
STEP 4 SPEc6T MOINIIY Sou SPV w
=7' cHYOS ON 9 EET 5 OF 10 SELECT uuwCN SITE
STEP W1M ORIGN MTNG ROPE THAN DENII LWI SPECIFIED
2 X 4STEP
X 6
L CLIPS AND ANGLES ARE TO AT
INTO TUBE MUWONS.
w STEP I ABOlE
HERE ANGLES PAE NOT AT SNUG
uswc ANcxpR TPR ON SHOO 5 nNU s MO ANCHOR I.wMS
TUBE MUWONS. SEE OPTIONAL
STEP0x SHEET a, SELECT ANCHOR ME xiTH oDOGN RAnxG
OR DETAIL AT SHEET 9 OF 10.
-ORE THAN THC om. Laos W6 w s I A
_ _
uRUOUd �wMWeFlmM+
° a
AAv M r a3
BxPxM+n.Dda
W23.
By?
NOF�
J
RECTANGULAR ALUMINUM T(IBLLIONS
2'a
SIN MULLION PROPERTIES ON
THESE MUWONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
H
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
W n
yan�d
NOTES:
1. REFER TO THE GENERAL NOTES ON SHEET
oW
1 OF 10 FOR BUILDING CODE COMPLIANCE.
z
2. MULLIONS MAY BE ORIENTED VERTICALLY OR ,
�
ai Ate/
IEEE
HORIZONTALLY.
Iy
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULUON
q;
ARRANGEMENTS OR STACK CONFIGURATIONS.
V Nyj, p>>y NN ppyy YYN JJ qp>p Yy �
C
`�`E' (.� 1u O NN 1J NN yN NNNfJ NfLJ+1.� NR�Nmy
4��� Ni'O(JmHaO'ON�mNNfJoNNNNynN4NJNNFn•�UINPSnmUNmmmNNn N�nm�m
J opjob c�V0000cccoobec'o oboeobu r,
a
_ _ O
��^•,U'G'G',U"G'N�,U"Ai.A'�U',G'�E94�,L'�H.U"4�'G'4''HHU'0.'U'U'L9 _U"U'G'L'�Y�'U'�n Nn ¢'.ML''4"Ux o
MULUGN cAobb00000p o'o coobb000boccoobobe000bob0000000A�
SPAN
,)NN 1NJNNNNNNyy NNffJJNN�F..11 1V N1J yfJNNNfJ 1JN NN NNf.]yy yNfJ y
I�imNmmmm41N N4NimmV�Y� NNm_UNim IR N41mNm1nmNVi fNI� NN HOR Nf UZm
OOOo'O 'Oo o'Oo..... o'O'Oo o'Oo o0'OooO 000GOG'O'OA
3
C
ia���l1Nrq�rpYmrVNrNiJJN�qqrinpp%>>rpp-ye��
000e oo......i 0 oiorNNo44mY NNrrrVoNro4Yupp ra44ffo�
o ppueXm�m
pp
4 F
i 9
Ay��-----------------------------
O� ytm ➢
p0� C
z m m a
mo_
f yaz ➢
2 N ti AL
O 2 D N+ zzy ^• z
N
v<n
x � z
m Vq qy- Yy p�p4 IJ �1 p p p qyY p psi
r L 0 N m O A m N 0 O p 0 d N W O A W N mW O A 0 g N P S• A 0 N W O p b 0 N w O A m N y O A W S
o F
m
o m
a d S H
z
------------------------
g
Lsi mi0'm+ m0000u m
eeJJ NN 11uu NN yy ffJJ t1� 11JJ 11JJ yy 11�� a
�mm+•AWmbi mm0pW�1W+NN +nVONf.�W+ N•'•r' +V +u0i+2 41 A'O N-V0 m'N V-----------------
A'm omNo �OmJN00'mP0Jx0
A n
0
N O V qq ��jj V (� J 1pg 11..�� �4qy1 N T m pp VV ttpp + N O
AOJ�md�O�IVNm'(d�A OVNV1A mNFJ d00WOPimm N�pATO�gVN0oA 111
mm—
1n 9:
T� DONF AH �n 0 - C
� �z°e Ni:�'�c•m��aowmowomoNmoF"�omo$h+�,59 ,69N�vegm'�+�,�+'.U+'�F��'+G'Nx a
m m0000+ +JOOoo'Om p
� E9
o '
o sm.
PROFpRSS GINERR '
\\\\N 41 ejev,
F T�/ T�[®�^/ �/T
55225 L 'R' - R-I.ed mee f� the FEC-E014 LA f / �l O tl 8501 N.W. 90 ST.
>ar t Q GmMlon a e/ FRG 5m Edadn 2014) E D s E s, MEDLEY. FLORIDA 33166
• 0. Eumo.x../ FeG su E', 20" PH No. (305) 696-8660
OF -i E. 6P mode copRda a1 125 .1 MANUFACTURER V£ QUALITY ALUMINUM WINDOWS AND CLASS DOORS
P la •'G�\� x z EW O� m ALUMINUM TUBE MULLIONS
REINFORCED TUBE MULUONS DESIGN PRESSURE CHARTS AND GENERAL NOTES
DATE--.!"...
-- L1N-ML-L001 ° a DC ID
a�
W2
W1
s�$�mwNin
�"Hmini�mwN��Hl�lmR
+
J W
IJ IJ
(Y P
W
m
V (J
V 'O
+ �O
N d
N 'O
IJ
WW
6'd
pp
AJNNC�I1VJJL
11nn
pp pp
WO.
jN�O�NOGN'�ip$`Ii1.V�o'pNEI
qq
pm�
44
mm
�J
Ip
N
U1NJ
11JJ 11uu
9
yn
IJ .fOJ
N
CNP
XA
N�����pgVll�m
NN
O�Nm
q+J
��fJ
YI�LViNNmAVfNJmNNNUNiN
NN
INnm
Nm}nUmmUNll�mmX
��J
1�Jm
Nm
yNnNO
p
+ocobmummoob0000b000be000eoAm
,5'X
,G'H
�O
mL'mu4"Nn
'O
�O
G"4s'L''m
'O
�O �O
mG'mU"G'L'�inm
m
m,S'i.
NnmUNnoU6,',Gda�mx
�
A
moo
O
o
o C
o
O o
o
p
o o
'O �O
'O 'O
�O o
o O
o e
'O o
o C
o
o
O o
O C
o m rSy
1 1 4- MIN. 5/
EDGE DIST.. '21PnFR cw
I®■
WOOD BUCK J
I
I-1/2- MN.
MIN. EDGE GIST.
5/16•TµCrob 2_3/I6' CONCRETE OR
1-1/r MIN III P&E,IUI.vU". 4'
ROM,NG QV
J/4' WH. EMBUO INTO LLWNW-
• WOOD MCK i •'j LIK {LMIIND CUP,
111
n I
' '
u u
ANCHORS TYPE V (INTO
BLOCKI
ANCHORS TYPE 'G' (INTO CONCRETE)
PNGU
ALL CLIPS ANB ANGLES TO FiT SNUG
4 ANCHORS THRU 1K BUCK
INTO CONCRETE OR BLOCK
INiO TUBE NU
1'K4' k 2'K4' MULL
TAPCONS MAY BE HE% OR FIgT HEAD.
)
MIN, EDGE DIST,
1
1
I
I
II II
2-3/15' CONCRETE OR
4- HOLLOW BLO K'
5/,6'r.Pcoxs
s le'rAPcays
/
1
1
II
1111
I
1-]/� MIN EMBED WIO WSUWry
1-]/�• NN, dO.D YRO W$DI0.Y
2 BY
WOOD BUCK
II
I I
I
I
2 K 3 K 1/B•
.ILIIx µ0.E
3 Pw ClP (1 ON WI IxxG)
1 Pw µ(.IT
u
i
ALL CUPS AND ANGLES TO FD SNUG
�2
<
ALIERNArE
INTO TUBE MULLIONS.
AxCHON LCGMx
TAPCONS MAY BE HEX OR FLAT HEAD.
L
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
II 11
11 11
---------
YCEiO
IL-1
11� .q
"I
IK
5/16 r1RON5 5/I6• TAPCONS
1 1/4' MIN.
N
I
AIC%
BUCK
f
RMIPS CI1P
u u
1-1/2• MIN. WLCD PENETMI-1/x• MIN.
E GE OI • PER IMP(2 Dx ucx mxc) . wooD PENEfPwnox
j
i
'
x PINA]ICLE
1
i
'
Ct
�'
Ni
a
ANCHORS TYPE 'C' (INTO BLOCK)
ANCHORS TYPE 'F' (INTO CONCRETE)
2
ANCHORS THRU I% BUCK
„
INTO
CONCRETE OR BLOCK
COP
WOOD BUCKJul
L !I
ANCHORS TYPE 'B'
4 ANCHORS INTO WOOD
Ion
5/I6' EMCONS
N. EDGE DISL
1 3/4' MIN EMBED INTO MA60NRY
l PER cW (1 ON EMI WWO)
OR
HOLLOW BLO K
3 1 4'
MIN
I}}I
L_J
B/I6• LVSOVS
1/4' IYN. W= INTO MARI
1 PER'N
N11�
T
ANCHORS TYPE 'C' (INTO BLOCK)
ANCHORS TYPE 'F' (INTO CONCRETE)
2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
MIN. EDGE DIST. C
2-3/ ' E OR sN6• MPcprs 1-0/. xw. Nam o j
4' OLLOW 8L CK \° °IN mem /18 wsp+'rc o o {
4 6 Pw LIP (] Ox EKJI MNc) ] Ppt IJCf b of M,
MIN n m y Y
s �-
a yae u rc
n o Ef c z
L, °so W
;�n y
�w. zN
< z
1 II o I I wZ u n
9 I msc
n a wxcREreoA u n
It__111 CmOrt BLOCK II II .1a
♦ l II II U42
W GU
D j
_2 ] 16 1 Ewnxc nP I W M 2In z
DO Y 2
DO M MIN.eFc
.g
I a F y $$E
31 4' ��
MIN. MNL ® � Z z
m �
ANCHORS TYPE 'O' (INTO BLOCK) T,r10 R, a
ANCHORS TYPE V (INTO CONCRETE) v�
4 ANCHORS INTO CONCRETE OR CEMENT BLOCK
1'z4' & 2'x4' MULL N x 2x
z'
ucu � A
I I
I I -
y
3Q 1 I i 1 rLaM'c LYIP
1 I I i
WE
sn6•TMrnxs „ g g (gzY
1-J.\PER LLP (3m0HTFIL'N WWO)m e W i
II II
ii ii
AND ES TO FITSNUG
CTUBE
Q°J
�fo. D.
PY4
IALL NTO MULLIONS.UPS
p _
•
TAPCONS NAY BE HEK OR MT HEAD.
•
aROOUCEREYIIED
calnPCTRIEiISE FlaNa
�
! i
CLIPS OR TED DIRECTLY NRY TO BE TED
OANTCAS OBITUMINOUS
DuilAardPm C T
Fmyti,,,p
WITH ALKALICRESISTLES
COATINGS. SUCH PAINT OR
WATER -WHITE MERiACRYIAM VLOUEIL
/\• NW. ELBFD
RY
AHOx
Ny'emi
�l
m
OR
5/16• LVCONS
1-3/P WN. EYBED INTO VASDI.
. PEB CUO (p ON DICN MWG)
CLIP LE
Z�DW
2 X 4
2 X 6
Iom 5/I6- TMCONS
//�� 1-J/4• INN. 2 0. P
/o 3/4 C.. (} ON ON
WLL
5 11/16- 1
ANCHORS TYPE 'E' (INTO BLOCK)
ANCHORS TYPE 'H' (INTO CONCRET ) 'UPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECIED INTO CONCRETE OR BLOCK
ANCHORS INTO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 2•%6• MULL SHOWN
2NS, MULL SHOWN WATER-WHRE MEffVCRriAIE UWUFR.
41
6
IN. EDGE GIST. 511V TsCCNS
16' CONCRETE OR I_]/.• ... T Sm IxIO MvwNRr 3-3/4'
HOLLOW BLOCK . mVL (2 ON FApI mxs) MIN.
PA
Or LB
2 A 2 X I/C
AUAI g4t1E
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR
WATER-WHRE MEDIACRQATE LACQUER
NIU cN4e O: UTALNl BLOCK
CLIP
LENGTH
MUU.
v
1 X 2
L68B'
I % 3
2.688'
E5.688'
1 X 4
3b88•
2 % 4
3.688'
2 %
1. ALL CLIPS AND AN
ARE TO FIT
SNUG INTO MOE MULLIONS.
2. WHERE ANGLES ME NOT FR SNUG
INTO TUBE MULLIONS. SEE OPTIONAL
ANCHOR DETAIL AT SHEET S OF 10.
ANCHORS TYPE 'I'
METAL TO METAL CONNECTION
USE CHARTS FOR ANCHOR TYPE Y TO VERIFY CAPACITY OF CONNECTION
PROOUCTR1
ALL CUPS AND ANGLES TO HT SNUG •`oNdrw
INTO TUBE BacRnlCodo
TM. qa<vmxii
CONS MAYy BE BE HEX OR FLIT HUD. T}P i-Bl til
'z
n �
h
�pb
U
K
Pow
c
i
i
m
U
�
zW
C,
b
Jz
c
O
mia
p
0
o
s
0
2
3
T+T z
z
V
Fq
S
j
v
�
Q E
N
U
V
ty
w�
6
L
38 W8
5098
57
0
,FMZ w N
a
"cuzixc `
axooutt
-;
. Gu G G N.
axaWCi aBoplCf S�3
0.Y.lIOx/CIIV H
HORIZONTAL MULLION
SPAN
TYPICAL MULLION CLIP ARRANGFMTYPICAL MULLION CLIP ARRANGFM NTR
74114 �ae��eaa ��lnm�lum�eTaa �+alsallaooT9au-10 Im
" I mw I m.14I %14I lamI liar In
W I Mal I WNI WTI M.WIIMNI UMMI.751IXI91 M31 1 0 w
IN am
ANCHOR CLIP NOT
1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE
3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.
4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED.
HORIZONTAL MULLION
SPAN
TYPICAL MULLION CLIP ARRANGFMTYPICAL MULLION CLIP ARRANGFM NTR
74114 �ae��eaa ��lnm�lum�eTaa �+alsallaooT9au-10 Im
" I mw I m.14I %14I lamI liar In
W I Mal I WNI WTI M.WIIMNI UMMI.751IXI91 M31 1 0 w
IN am
ANCHOR CLIP NOT
1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES.
2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE
3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.
4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED.