HomeMy WebLinkAboutNOA Aluminum Fixed WindowMIAMi•D=ADE 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.miamidade.gov/economv
Lawson Industries, Inc.
8501 NW 90`h 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 (AHD).
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 114200/ 6200 Flange —Frame" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. L42004200-1201, titled "Series-4200-6200 Flange -Frame
Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" dated 05/12/17,
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
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. 14-0908.18 and consists of this page 1 and evidence pages E-1,
E 2 and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
NOA No. 17-0531.05
/ 5^1 Expiration Date: August 22, 2022
Approval Date: August 17, 2017
Page I
He Copy
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.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
05/12/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 HETI-12--4010 and HETI-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 09/04/09,
HETI-092612, dated 09/02/09, HETI--09-2586, dated 07/10/09, HETI-09-2584,
dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09,
all signed and sealed by Candido F. Font, P. E.
(Submitted tinder NOA No.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 HE, TI-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 signed and sealed by Candido F. Font, P. E.
(Submitted under NOA No. 12-0307.06)
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, HETI-03-1779, dated 01/30/03
and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E.
(Submitted under NOA No. 03-0327.11)
Jorge M. Plasencia, P. E.
Pr�ct Control Unit Supervisor
` NOA No. 17-0531.05
Expiration Date: August 22, 2022
Approval Date: August 17, 2017
E-1 J
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 BETI-03-1777, dated 01/30/03,
HETI-034774A and dated 01/30/03, FIETI-03-177413, dated 01/30/03, all signed
and sealed by Rafael Droz-Seda, P. E.
(Submitted under NOA No. 03-0327.11)
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
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 NOA No. 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 FIETI-02-1158, dated 04/08/02,
HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11 /02, all signed and
sealed by Hector Medina, P. E.
(Submitted underNOANo. 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 J. Sotos,
P. E.
(Submitted under NOA No.12-03OZ 06)
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jo M. Plasencia, P. E.
Product ontrol Unit Supervisor
NOA No.17-0531.05
Expiration Date: August 22, 2022
Approval Date: August 17, 2017
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) InterIayer" 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 HP 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 51h 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 03/02/12,
signed and sealed by Thomas J. Sotos, P. E.
(Submitted raider NOA No.12-03OZ 06)
3. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09,
HETI-09 2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, 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 07/10109, 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.12-0307.06)
4. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12,
HETI--11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779,
dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03,
HETI-03-1774A, dated 01/30/03 and HETI-03-177413, dated 01/30/03, all issued
by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda,
P. E.
(Submitted under NOA's No.'s 12-03OZ 06)
G. OTHERS
1. Notice of Acceptance No. 14-0908.18, issued to Lawson Industries, Inc. for their
Series "4200/ 6200 Flange -Frame" Aluuninuin Fixed Window - L.M.I.", approved on
12/11/14 and expiring on 08/22/17.
orge M. Plasencia, P. E.
Pro(I ct Control Unit Supervisor
NOA No. 17-0531.05
Expiration Date: August 22, 2022
Approval Date: August 17, 2017
E-3
SERIES.=4200 / 6200 FIXED IMPACT WINDOW - FLANGE, FRAME
WP:ROVFD WINDOW ELEVATIONS (L.M.IMPACT}
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ALLOWABLE IAPDS FOR ALTERNATE
' SHAPES AS SHAMS. CAN BE VMFIED
BY BJSCPoBING PICTURE WINDOW SHAPE
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WINDOW F61rdH
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SNIPES PROVIDED PERIMETER
FASTENERS ARE AS DESCRIBED.11MEIN
FOR SIZE AND SPACING.
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TYPICAL ELEVATION
TESTED UNIT
NOTE,
MAXIMUM GLASS AREA TESTED APPLIES TO
GLASS TYPES: E, F, J, K AND L. - SEE
DESIGN LOAD CAPACITY TABLES ON SHEET 4
FOR SIZE LIMITATIONS OF EACH GLASS TYPE.
PRODUCT REVISED
as camelying with the Florida
Building Code
NOA-No. 17-0531.05
Expiration Data.06/22/2022
AX. TYR BY
CORNERS Mla rodact Control
EXT, & ]Hr. FALSE COLONIAL
"'INS ARE APPLIED W/
W/ SILICONE AND ARE
AVAILABLE AS OPTIONAL.
WINDOWS ARE L.M. IMPACT
MIAMI-DADS COUNTY APPROVED
SHUTTERS NOT REQUIRED
General Notes:
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE 2014 FLORIDA BUILDING CODE 5Lh Edituion INCLUDING'HIGH VELOCITY HURRICANE
ZONE VELOCITY (11M) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT.
(SHU77M NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES
ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) .
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE ➢RAWINWS ARE TO HE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND
TO BE REVIEWED BY BUILDING OFFICIAL.
5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND
FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN;
(SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR 1.1AX. DESIGN PRESSURES). .
6.) WINDOWS WITLI GLASS TYPES "B, C, F. OR G"'INSTALLED ABOVE 306. IN THE HVHZ, THE
I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE:SMALL MISSILE IMPACT
RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 6.
8.) EXT. & INT. FALSE COLONIAL. MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE
9.) WOOD BUCKS IN CONTACT WTPH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEEP #2 FOR DETAIL & NOTES)
10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS.
11.) MULLING IUD WINDOWS WITH OTHER TYPES OF MLUD-DADE COUNTY APPROVED PRODUCTS
USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE
LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WIL'APPLY YO THE
ENTIRE MULLED SYSTEM. -
12.) SEE SHEET g 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS.
mwil
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414 $AS. V/ 1 1/4'
IfIN EMBE6NEllf INTO WDDD.
CSI1 ELEVATION AT SHEET 41
FOR MAX. FASTENER SPACING)
INTERIM FI
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BY OTHER.
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HOT BY LAWSM INDUSTRIES, M
WOOD FRAME INSTALLATION DPTAII
PRODUCT REVISED
mptying -Ith tt. Florida
Building Code
NOA-No. 17-0531.05
EMpiYatton Date•0812212022
MIFli66t- a Product Control
WINDOW TNSTALLATION NOTES: (/
L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT,
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE
BY WINDOW INSTALLER (TYP.)
2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO
BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE
CAULK BY OTHERS (TYP.)
8. WOOD BUCK SPECIFIC GRAVITY = 0S5 MIN.
4. CONCRETE COMPRESSIVE STRENGHT = 2Ks1 MIN.
• WHEN THE GAP BETMN TOE VINDOW FRAME AND THE BUCK OR
MASONRY IS IESS THAN 1/8% SHIMS ARE NOT REQUIRED.
ANCHORS NOTE:
ANCHORS TO BE #14 SMS OR WD. SCREWS INTO WOOD, OR
1/4' ITW BUILDEX TAPCONS or APPROVED CGNC. FASTENERS
INTO CONCRETE (2KSI MIND, WITH A MINIMUM OF 1 1/4'
.PENETRATMN INTO WOOD OR CIJNC. AT 12' G.C. MAX.
n TAPCON YIELD STRENGTH+ Fy=1DDKs1
ULTIMATE STRENGTW Fu-125Ksi
ALL WOOD BUCKS IN CONTACT VITH CONCRETE —
(NOT BY LAWSON IND.) TO BE PRESSURE TREATED 4
L TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ
(SEE GENERAL NOTES AT SHEET Rll
EXT. GRADE
CAULK
414 S.MS. V/ 11/4' .
MIN EHDEDMEMT INTD.VDDR
(SEE ELEVATI N AT SHEET (i1
FOR MAX. FASTENER SPACING)
SILIC@IE ADHESIVE
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LAMINATED GLASS
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EXTERIOR GRADE
PERIMETER CAULKING ,
VINDDV FRAME WIDTH
D14 S.HS. W/ 1 1/4' 1/4' tAPCON W/ 1 1/4'
MIN. EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC.
(SEE ELEVATION AT SHEET 41 (SEE ELEVATION AT SHEET #I
FOR KAX FASTENER SPACINO FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND.
1 1/8, MIN MUST SUSTAIN IMPOSED LOADS
EDGE D
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LAMINATED INSULATED GLASS COMPOSITION TYPE R
ITEM
DESCRIPTION
DETAIL
1'
318E ANN GLASS��,
2
04901 SAFLEX PVD by East.. cheNcaM Co.
®
y�
3
L/IT' ANNEALED GLASS
1/4-
4
(x)
INSULATED AIR SPACE
Ire' ANNEALED OR TENPEREn GLASS
` Y
LAMINATED INSULATED GLASS COMPOSITION TYPE C
ITEM
DESCRIPTION
DETAIL.
1
1/6' ANNEALED GLASS
3,16
2
0.090' SAFLEX PVB by E-t— Chemicnl Ca
®
1/4
3
I/8' ANNEALED GLASS
4
1/4• INSULATED AIR SPACE
`
5 M
3/16' ANNEALED OR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSITION TYPE F
ITEM
DESCRIPTION
DETAIL
M® ,v4•'T
--" --,
1
1/0' HEAT-STRENGHTENED CLASS
2
OA90' TROS[FOL PVB by Kurnrny Anericn, Inc
3
1/8' HEAT-STRENGHTENED GLASS
4
1/4- INSULATED AIR SPACE--
5 W
1/8' ANNEALED OR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSITION TYPE G
ITEM
. DESCRIPTION -
1
I/e' HEAT-STRENGHTENE➢ GLASS
3/36• -.—_ -
_ `va•1
2
0.090' TROSIML PVD by, K.a-nrny Ane,4 n, Inc.
3
1/8' HEAT-STRENGHTENED GLASS
4
1/4' INSULATED AIR SPACE
5 Mx)
3/I6' ANNEALED OR TEMPERED CLASS
LAMINATED INSULATED GLASS COMPOSITION TYPE L
ITEM
nECCR[PTION
DRTAIL --
3/36
1
3/16- HEAT-STRENGHTENED GLASS
2
0.090E TROSIFOL PVB by Kurarny A-M o, Inc
C L4'
3
3/16' HEAT-STRENGHTENED GLASS
ans• -- -_-_-
4
1/4' INSULATED AIR SPACE
----
5
3/16' TEMPERED GLASS
Notes:
1.) SEE SHEET 4 FOR DESIGN -LOADS LOAD CAPACITY TABLES.
NO VI iDOWS WITH GLASS TYPES "B, C. F. OR G•INSTALLED
ABOVE 30 FT. IN THE HVBZ. THE I.G. EXTERIOR LITE SHALL_
BE TEMPERED TO COMPLY WITH TIT: SMALL MISSILE IMPACT .
RESISTANCE REQUIREMENTS (FBC-2014. Section 2411.3.3.7)-
6 12 5 i
'SILICGNE OPTIONS',4ED
-- __ = 1lUW CORNING 899_ - SCHNEE-MOREHEAD 5731TREMCD SPECTRUM Z
LAMINATED LAMINATINSULATED _0.,INSUtA
GLAZING DEPTH GLAZING DEPTH
LAMINATEWINSULATED GLASS TYPICAL GLAZING DETAIL
6 16' LAMINATED GLASS COMPOSITION - TYPEA
ITEM GLASS DESCRIPTION 1I DEPA[L
1 1/8' ANNEALED GLASS 1/e'
2 0.090E TROSIF0. PVB by Kurnrny Anerk!L Inc. A
3 1/8' ANNEALED GLASS 0.340•
6 16 LAMINATED GLASS COMPOSITION- TYPE D
ITEM GLASS DESCRIPTION -
J DETAIL
3 1/8' NEAT-STRE.YCJiTENED GLASS
2 OA90' TRDSIFIIL PVB by, Kurnray AM- 1-- Inc.
3 1/8' HEAT-STRENGHTENED GLASS 1 aT4o•
13 32 LAMINATED GLASS COMPOSITION - TYPE E
ITEM
GLASS DESCRIPTION
I DETAIL
1
9/16' HEAT-STRENGHTENED GLASS
•Un• -_ -- _-
AG
2
0A90' SAFLEX PVB by, Enstmoa Chemknl Co,
4 -- --_
a4o6•
3
LB' HEAT-STRENGHTENED GLASS
SILICONE
SCHNEE-MOREHEAD SM 5731
DOW CORNING 899
TREMCO SPECTRUM 2
i 1
g� LAMINATED
MONOLITHIC
� hl
A INSr_>LOP
® CIRCULAR WOWS.
LAMINATED' 3 LAMINATED 4
MONOLITHIC - MONOLITHIC
Q6w' L w•
7 16 LAMINATED GLASS COMPOSITION - TYPE H GLAZING DEPTH GLAZING DEPTH
ITEM GLASS DESCRIPTION J DETAIL
1 3/16' ANNEALED GLASS ins• ____w_�
2 0.D30' SAFLEX PVB by. Eastman Che,dcnt Co,
36 =-_
3 3/16' AMEALED GLASS Tmj
GLASS DESCRIPTION'
3/16' ANNEALED GLASS en6•
AA90
0.090E iROS[F-OL PVB by Kurnrny America, Inc.
3/16' ANNEALED GLASS
7 16" LAMINATED GLASS COMPOSITION - TYPE J
TTEM GLASS DESCRIPTION J DETAIL
1 3/16' HEAT-STRENGHTENED GLASS 3/l6• _ - '
2 OD9O' SENTRYGLASS loY . Kurarn Azo —_ --4A
Y ArLericn, [nc. I 116E_^1
3 3/16' HEAT-STRENGHTENED GLASS 1
7 16 LAMINATED GLASS COMPOSITION - TYPE IC
ITEM GLASS DECCRWTION I-ADETAIL
1 3/16' HEAT-STRENGHTENED GLASS ,� 3•As'
2 0.090' TRDSIEOL PVD by. Kurnrny Amerkc Inc.A n6• I
3 3/16• HEAT-STRENGHTENED GLASS 1 1
2
LAMINATED
MONOLITHIC
'SILICONE DPTMNS',
DOW CORNING 899
SCHNEE-MOREHEAD 5731
TREMCD SPECTRUM 2
GLAZING DEPTH
LAMINATED/MONOLITHIC GLASS
TYPICAL GLAZING DETAIL
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 17-0531.05
Expiration Date 08/2212022
By
Mla I-D roduct Control
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GLASS TYPES
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88
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4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSP
WINDOW DIMS_ GLASS TYPES y
YWTH LENOTH A B C 0 E F G H _ I J K L O O
vr. +/- DP +1- OP +I.OP +I- DP +1- DP +I- DP +1= DP +/. DP +!- OP t/- OP il- DP t/- DP ,
mo q A
19.1/8' 68 68 BB 68' 65 68 68 68 68 78 85 68
26-ifY 68 68 % Be 68 65 68 68 68 68 78 65 68 Np ao y
37' 26' 68 68 66 68 85 68 68 Be 68 1 78 65 68 ro ro n
48' 68 68 68 60 65 68 68 68 66 78 65 BB ¢
`43AZ 68 68 68 Be 65 68 68 68 68 78 65 68 m a
19.116° 88 68 88 68 65 68 Be 68 69 78 65 BB o
26•10 68 68 68 68 65 68 68 68 68 78 65 68
37" 3&3W -68 68 68 Be 65 68 68 662 662 78 65 68 Z �'
48' 66 68 68 68 65 68 68 63.8 63.8 78 65 68 Z q y
53-UB° 68 68 68 68 65 68 68 63.8 63.8 78 65 68
19.11 68 68 68. 68 - 65 68 68 68 68 78 65 68 o- I
26.1/2'- 68 88 66 68 65 68 BB 68 68 78 65 68 �p. o
37" 50bW Be 68 68 68 65 fi6 BB B6.2 68.2 78 65 68po
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49' x x z 68 65 68 68 x 51 78 65 68 y �
53-118' x x z 68 65 68 68 x x 78 65 BB t N
19.116P 68 68 68 68 65 BB 68 68 68 78 65 68 `•� 7�
2f>1/2' '68 68 68 68 65 68 68 68 68 78 65 68 W 2
97° 58' 68 68 68 68 65 68 68 x 65-2 78 65 Be w
411 x x x x 65 x x x x 78 65 68
53.ilo, x x x x 65 x x x x 78 65 68 o, W [a
1&1/8• 68 6B 68 68 65 68 68 68 68 78 65 68 y
28-lt2' 68 68 68 68 65 68 68 68 66 78 65 68 % ,p� o
37' 63' x x z 68 65 68 68 x . 66.2 78 65 68 , 1 q N 0
48' x x x x 65 68 x x x 78 65 Be 1 Wx to q
53-118" x x x' z 65 z z z x 78 65 68 C3
19-t/8' 68 68 66 68 65 Be 68 68 68 78 65 68 CQ
28.12" 68 68 68 68 65 68 68 x 68 78 65 Be 'I d'
3T 74' x X x 68 65 68 fi8 X x 78 65 68 a I
4ir x x x x 65 x- x z z 75.6 65 68
53-118° x x z x 65 x x z z 72 65 E8 Q W z
19-118, 68 68 68 68 65 68 BB 68 68 1 78 65 68 /t
26-1f2' 68 68 68 Be 65 68 68 x 68 78 65 (L7 U1
37" 14-114• x x x '68 65 68 Be x x 78 65 68
48' x z x x 65 x x x x 75.2 65 68 N
53-t/8' x x x x 65 x x x % 71.6 65 68 N
65 p� gsg
Notes
1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS.
o e�'
X 2.) WINDOWS PITCH GLASS TYPES "B, C. F. OR G' INSTALLE11 D
ABOVE 30 FT. IN THE HVH2, THE I.G. EXTERIOR LITE SHALL •o E a z z w
BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT � 8 5 -
RESISTANCE REQUIREMENTS (F➢C-2014, Section 2411.3.3.7). 114 d 3
-ueralizi o'
is b l
PRODUCT REVISED w Lo O O
as com Iyinfl with the Florida 1� 10
Building Code 4p1 to O„
?i NOA-No. 17-0531.05
Expiration Data 08/22J2022
NOTF AM AND LENGM DeADf.40IS CAN BE ORIEMED NB Da Product Control �'' , t7drdp' t9 •`;tt5,ge+1 fj
VERIMLY OR HORIZONTALLY AS SHOKN ABOVE F
A
4200.6200 FIXED IMPACT1iVIN00W MODULAR SIZES CHART - DESIGN
BILL OF MATERIALS
ITEM
PART f
QUANTITY
DESCRIPTION
MATERIAL
REMARKS
1
L-4201
2
FRAME HEAD/SILL./JAMB
6063-TB
-
2
L-77GB
4
GLAZING BEAD (5/16' GLASS)
6063-TS
-
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 (5/16" GLASS- INSULATED)
6063-T6
-
6
L-6211
4
GLAZING BEAD (7/16" CLASS - INSULATED)
6063-T6
-
7
#8 X 3/4'
2/ CORNER
ASSEMBLY SCREWS
-
P.H. PHIWPS
8
L-4204
AS REOD.
GLAZING BEAD AT CIRCULAR WOWS.
6063-T5
-
9
VV1S-004
AS REOD.
GLAZING GASKET
SOFT' PVC
-
10
AS REOD.
GLAZING SILICONE
-
t1,
PL 75.6020
AS REOD.
GLAZING SETTING BLOCK
SOFT PVC
1/8' X 1/8" X 2-
72
811 25H-357
AS REOD.
'7ruSeal" Duro Seal Swiggle Spacer
1/4" BLACK
1/4- AIR SPACE
}VINDOW FRAME EXTRUSION TIETAIU3
2.643
L281�
IL'
.781
'
B08
391
T .B�.OtO—�
_F
YP.
•
.773
I
1 h-1'S09
FRAME HEAD/SILL/'
1
2 GLAZING STOP
(5/16" GLASS)
1- 31a
L40
.040
.950
EJ2
.850 250
A50
A50
Tom•
TYP. I
L
.773
.773
3 GLAZING STOP
4 GLAZING STOP (7/16" GLASS)
(3/8' & 13/32." GLASS)
.310
O50
.050 .115
b _ , ��
RO
050 2
TYP.
TYP I—f
5 d84 F-
s.800
INSULATED GLAZING STOP
W/ 5/16" LAMINATED GLASS
INSULATED GLAZING STOP
W/ 7/16" LAMINATED GLASS
A50
iYP.
I q—T
B'OB
(H��
8 .466� QOV RUTACNC K
Kure y Am
R Im
-Lro 1-
GLAZING STOP (CIRCULAR WMV.)
SEE MULLION APPROVALS FOR
MUL170N TYPE, 5RE AND MAX.
DESIGN PRESSURE LIMITATIONS.
ALU14UM MULLION —
(ALUM. 0.078' MIN. THICK)
NOTE: THE LOWER PRESSURES OF
THE WINDOW OR MULL SMALL GOVERN
INTERIOR
'A• x
W
6/ FRAME SILL or HFan
RECT. OR SQUARE WNDOVJS
t1 AtkR yyM181�pop lJ ffi=GGG
OR NITER CORN(
O O •
FRAME RADIUS JOINT FRAME END CORNER U E
FRAMF CORNER & JOINT DETAILS
SFAIANT:
FRAME CORNERS, OR JOINTS SEALED WITH A COLORED m 1 r
SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR
SILICONE
f
PRODUCT REVISED
as complying with the Florida
Building Cod.
Non -No. 17.0531a05 {�1_
Expiration Date 0812212022
��II
By
M1am1-7� roduc� o
L
R N-
6 12 X 3/4' S➢S.
FLAT HEAD, PHILLIPS,
AT 12' (IC. MAX
I EXTERIOR �� �-W04LWW FRAME
EXTERIOR CRADE—/2 !
PERIMETER CAULKING
FRAME MULIMG DREADA
OE M PRESSURE LIMRATIOHS.
INTERIOR NOTE: THE LOWER PRESSURES OF
�1/4' MAX, THE WINDOW OR MULL SHALL GOVERN
SHIN
¢ 12 S.D.S. X 1 1/4' L
AT 12' O.C. MAXNOTE:
1. ALL STEEL. IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
2. METAL SMUCTURES: MI
A) STEEL : Fy Z 36 KSI N.
(STM IB CA N. THICK - 0,a48)
8) ALUMINUM : 6063-T5 MIN
(ALUM- 0.078' MIN. THICK)
PERIMETER W(HDCW FRAME
SEALANT EXTERIOR $1
METAL STRUCTURE ATTACHMENT DFT1T
mum