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DEPARTMENT OF REGULATORY AND E(
BOARD AND CODE ADMINISTRATION DI
NOTICE OF ACCEPTANCE
Lawson Industries, Inc.
8501 NW 901h Street
Medley, FL 33166
SCOPE.
This NOA is being issued under the
materials. The documentation submitt
Product Control Section to be used in
Having Jurisdiction (AHJ).
This NOA shall not be valid after the c
Section (In Miami -Dade County) and/
to have this product or material tested f(
in the accepted manner, the manufactu
revoke, modify, or suspend -the use of sli
Lo revoke this acceptance, ifit is . deter
or material fails to meet the requiremefil
This product is approved as described
RESOURCES (PER)
MIAMI—DADE COUNW, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Stree Room 208
T (786) 315--2590 F (7K 315-2599
wy%w.miam idade.gov/economy
plicable rules and regulations governing the use of construction
has been'reviewed and accepted by Miami -Dade County RER-
ami-Dade County and other areas where allowed by the Authority
iration date stated below. The Miami -Dade County Product Control
the AHJ (in areas other than Miam-i-Dade County) reserve the right
quality assurance purposes. If this product or material fails to perform
will incur the expense of such testing and the AHJ may immediately
h product or material within their jurisdiction. RER reserves the right
ied by Miami -Dade County Product Control Section that this product
of the applicable building code.
ein, a -rid has been designed to comply with the Florida Building Code,
including the High Velocity Hurricaill Zone.
I)EscREPTion Series "42001620,'0 Flange -Frame" Aluminum Fixed Window - 1,2 LL
APPROVAL DOCUMENT: Dr
Frame Impact Fixed Window", A
prepared by manufacturer, signed
Product Control Section Revision
Miami -Dade County Product Cont
MISSILE IMPACT ]RATING:
Limitations:
1. See Design Pressure (DP) V
2. See glass types in sheet 3. T
require tempered glass, if usid
3. When an approved impact e
entire assembly.
ng No. L4200-62,00-1201 Rev C, titled "'Series-4200-6200 Flange-
s 01 through 05 of 05, -dated 02/21/12 last revised on NOV 21, 2017,
d sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County
mp with the Notice of Acceptance number and Expiration date by the
Section.
and Small Missile Impact Resistant
Window sizes and glass types in sheet 4.
e monolithiclite in insulated laminated glass is oriented at exterior side and
at 3 0 ft above the glade.
sistant mullion attached to combine window units, lower DP will apply to
LABELING: Each unit shall b ar a permanent label with the manufacturer's name or logo, city, state, series,
and following statement: "Mig '-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of tills NOA E
change in the applicable bui
TERMINATION- of this 1,
the materials, use, and/ or m
product, for sales, advertisii
with any section of this NO
ADVERTISEMENT: The
by the expiration date may I
shall be done in its entirety.
INSPECTION: A copy of
and shall be available for i .-
This NOA revises NOA Nil'
as well as approval documei
The submitted documentatic
RE
mmm DADr; cou
J A eo
Lucie 6'1u`nty, P7ermittindg
0 be considered after a renewalappheation has been filed and there has been no
rg code negatively affecting the performance of this product.
will occur after the expiration date or if there has been a revision or change in
ufacture of the product or -process. Misuse of this NOA -as an endorsement of any
or any other purposes shall automatically terminate this NOA. Failure to comply
hall be cause for ten-nination and removal of NOA.
OA number preceded by the words Miami -Dade County, Florida, and followed
displayed in advertising literature. If any portion of the NOA is displayed, then it
ds entire NOA shall be provided to the user by the manufacturer or its distributors
ection at the job site at the request of the Building Official.
17-0531.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4,
mentioned above.
was reviewed by Ishaq L Chanda,P. E.
Randa)Y E. Stofft Architects, P.A.
NOA Approval for Acquavista Lot
by: date:
NOA No. 17-1212.13
Expiration Date: August 22, 2022
Appmval Date: February 01, 2018
Pa(re I
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 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 BETI-12-4010 and RETI-11-336-3, 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 BET149-2614, dated 09/04/09, H.ETI-09-2.612, dated
09/02/09, HETI-09-25.86, dated 07/10/09, EIETI49-2584, 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 under 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 f in —
frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test
Reports No.'s HET149-2613, dated 09/04/09, HETI-09-2611, dated .09/04/09,
HET149-2585, dated 07/10/09, HET149-2581, dated 07/10/09 a -ad BETI-09-2579,
dated 07/10/09, all signed and sealed by Candido F. Font, P. E.
Submitted un der N-0.4 No. .12-030 7.06)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with naarked—up drawings and installation diagram of a rectangular fin—
ftme fixed window, prepared by Hurricane Engineering & Testing, Inc.,. Test
Reports No.'s HET".3-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and
H-ETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz--Seda, P. E.
Submitted under N-OA No. 03-0327-11)
IsNaq 1. Ch2nda, P. E.
Product Control Examiner
NOA No. 17-12MI3
Expiration Date:: August 22, 2022
Approval Date: February 01, 2018
E-1
Lawson Industries, Inc.,
B. TESTS (CONTINUED)
5. Test reports on: I) Large Miss e Impact Test per FBC, TAS 201-94
2) Cyclic Win Pressure Loading per FBC, TAS 203-94
along with marked —up drawing and installation diagram of a rectangular—, a circular arch —
and an elliptical arch fin—fr fixed window, prepared by Hurricane Engineering &
Testing, Inc., Test Reports No.' HE1143-1777, dated 01/30/03, BETI-03-1774A ando
L
e 1:
E
dated 01/30/03, MTI-03-1774 dated 01/30103, all signed and sealed by Rafael Droz—
Seda, P. E.
Submitted under NOA No. 003-0 27.11)
6. Test reports on: 1) Air Infiltratio a Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistan e'Test, per FBC, TAS 202-94
along -with marked —up drawings. an installation diagram of a -circular arch fin —frame fixed
window, prepared by Hurricane E gineering & Testing, Inc., Test Reports No.'s BETI-
02-1215, dated 04/08/02 and HET Nl-1193, dated 04/08/02, both signed and sealed by
Hector Medina, P. E.
Submitted under NOA ATo.02-070
7. Test reports on: 1) Large Missile 42) Cyclic Wind Pres
along with marked —up drawings and i:
and an elliptical arch fin —frame fixi
Testing Inc., Test Reports No.'s 11K
02/12/02 and BETI-01-1098, dated
E.
Submitted under NOA No. 02-0701.
01)
t Test per FBC, TAS 201-94
e Loading per FBC, TAS 203-94
tallation diagram of a rectangular—, a circular arch —
window, prepared by Hurricane Engineering &
02-1158, dated 04/08/02, HETI-01-1103, dated
111/02, all signed andsea-led by Hector Medina, P.
C. CALCULATA70NS
I. Anchor verification calculations and stritural analysis, complying with FBC, prepared by
manufacturer, dated 03/01/12, signed and ealed by Thomas J. Sotos, P. E.
030 ioSubmittedunderNOANo. 12 7 6
2. Glazing complies with A-STM E130 _04i 09
D. QUALITY ASSURANCE
1. Miami —Dade Department ofRegulatory an Economic Resources (RER).
Isha4 I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212-13
Expiration Date: August 22,2022
Approval Date: February 01, 2018
E-2
j
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTMCATIONS
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 BY 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 51 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 under NOA No. 12-0307.06)
3. Laboratory compliance letter for Test Reports No.'s BETI-09-2614, dated 09/04/09,
HETT49-2612, dated 09/02/09, HETT-09-2586, dated 07/10/09, EOETI-09-2594, dated
07/10/09, HETI49-2582, dated 07/10/09, HETI49-2580, dated 07/10/09, HET149-
2613, dated 09/04/09, HET149-2611, dated 09/04/09, HET149-2585, dated
07/10/09, HET149-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued
by Hurricane En 'gineering & 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,
BETI-11-33363, dated 03/05/12, HETI-03-1778, dated 01/30/0,31, HETI-03-1779, dated
01/30/0-1, HET143-1776, dated 01/30/03, HET143-1777, dated 01/30/03, HETI-03-
1774A, dated 01/30/03 and BETI-03-1774B, 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 1-7-03 0 Z 06)
G. OTHERS
1. Notice of Acceptance No. 14-0908;18-, issued to Lawson Industries, Inc. for- their Series
4200/ 6200 Flanue-Frame" Aluminum Fixed Window - T M.V', approved on 12/11/14 andk5
expiring on 08/22/17.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L4200-6200-120i Rev C, titled "Series-4200-6200 Flange -Frame Impact
Fixed Window", sheets 0 1 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 (6b Edition) code compliance.
lsh q 1. Chanda, P. E.
Product Control Examiner
NOA No. 1.7-IZ12.13
Expiration Date: August 22,2022
Approval Date: February 01, 2018
E-3
Lawson Industries, Inc.
CE
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulato , and Economic Resources (RER). a'
E. MATERIAL CERTMCATIONS
1. None.
F. STATIENMINTS
1. Statement letter oft conformance to FB3C 0 17 (61h Edition) and "No financial interest" dated
11/17/17, prepared by the manufacturer, igned and scaled by Thomas J. Sotos, P.E.
2. Statement letter dated 01/22/18 of the e-di orial drawing changes issued by Lawson Inc, signed
by Nelson Erazo, Senior design engineer.
G. OTBER
1. This NOA revises # 17-0531.05, e)Tiring
U,
Ishakj I. Chanda, 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 (L.M.IMPACT
WINDOW HEIGHT
LWINDOW
F
GHT
WINDOW, HEIGHT
IN
QUARTER -ROUND ELEVAT19B
DUND TYPICAL ELEVATIO
V N
WINDOW HUGH
WINDOW HaGn
WINDOW HEIGHT
L L L
WINDOW
TYPICAL ELEVATIO
HEXAGON TYPICAL a"MO
RECTANGULAR
KDOW ML-n--!
SQUARE PICTURE WINDOW ELEVATION
WINDOW r—'NEIGHT
L L
IWINDOWFULLROUNDTYPICALELEVATIO
WIDTH
RECTANGULAR TYPICAL ELEVATION SQUARE PILRIRF WINDOW ELEVATIO
1-0WINDOWHEIGHT
GHT _j
HT. 1 WINDOW I EIGHT
L 1
EGGEO EYE BROW ELEMATIO
I. WIDTH
QUARTER -ROUND FLEVATIO
WINDOW HEIGHT
ALLOWABLE LOADS FOR ALTERNATE
SHAPES AS SHOWN. CAN BE VERIFIED
BY INSCRIBING PICTURE WNDOW SHAPE
WTHIN A SQUARE OR RECTANG11, ASWINDOWL
VOMTH'
SHOW IN DOTTED UNES AND OBTAINING
ALLOWABLE LOADS FROM THOSE
OCTAGON TYPICAL ELEVATION
WINDOW WIDTH
FLuPncAL` TYPICAL FLEVATION
SHAPES. PROVIDED PERIMETER
FASTENERS ARE AS DESCRIBED HEREIN
FOR SIZE AND SPACING.
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.
General Notes:
AX TYP.
FmDucrazvz"
SmcsmpIyftwl&tbcFbd9L
lAdansAscemmccN6I'7-lZIZ-I1
E& Date
EXT. & INT. FALSE COLONIAL
MUNTINS ARE APPLIED V/
W/ SILICONE AND ARE
AVAILABLE AS OPTIONAL
WINDOWS ARE LM' IMPACT
MIAMI-DADE COUNTY APPROVE
SHU QTI= 11
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMM
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-Oth Edition) INCLUDING
I-HGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. TmS PRODUCT IS IMPACT
RESISTANT. (MUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
IRMLSTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF 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 (D.C.) .
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINWS ARE TO BE 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 LAIIIINATED, INSULATED GLASS TYPES TABULATED HEREIN;
SEE SHEET #3 FOR GLASS TYPES AND SI= #4 FOR Ma. DESIGN PRESSURES).
6.) WINDOWS WITH GLASS TYPES -B, C. F. OR 0- INSTALLED ABOVE 30ft. IN THE HVHZ, THE
I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE 10ACT
RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.7).
7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5.
8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W1 SILICONE
9.) WOOD BUCKS IN CONTACT WITH CONCRETE: MUST BE. PRESSURE TREATED AND ANCHORED
BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR: DETAIL & NOTES)
10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLM UNITS. : -
11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAlff-DADE COUNTY APPROVED PRODUCTS
USING A MIA -DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE
LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY Yo THE
ENTIRE MULLED SYSTEM.
12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS.
0
co
Ow-
2E >:
0-x
co 3 a.
W g
E E
02ID
c1l
0 s
14 S.H& W/ I IJ4'
MUL &RDMENT INTO WOOD.
SEE ELEVATION AT SHEET AlSMEET
FOR MAX FASTENER SPA:CING) CIN
V4 VACE
INTERIOR FINISH --------- — it,=TR., M NOT BY LAWSON .' IN I r
Ll"m
EXT. GRADE BACK BEDDING
TO BE APPLIED BEHIND
VINDOV FRAME FLANGE BY
INSTALLER (TYP.)
EXTERIOR
XT. E GRADE PERIN
CAULKING NOT BY
LAWSON INDUSTRIES,
TO BE APPLIED BY OTHERS
JAMB TYP.)
STUCCO OVER METAL LATH HARM To
EXTERIOR GRADE PLYWOOD SHEATHING
TO BE &PECIFIED BY ARCHTTEC OR G4
EXTERIOR FINISH BY UnCM)
HOT BY LAVSaN INDUSTRIES, INM
WOOD FRAME INSTALLATION DETAIL
WINDOW INSTALLANION NOTES
L THE WINDOW FRAKEY-LANG TO BE BACK-BEDDEDW/ AN EXT.
GRADE PAULK-TH913UGHOUT THE ENTIRE PERIMETER OF FLANGE
BY-VINDOW 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,)
3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN.
4. CONCRETE COMPRESSIVE STRENGHT = 2Ksl MIN.
WMN THE GAP BLTWEEN THE WINDOW FRAME AND THE BUCK OR
MASONRY IS 1ESS THAN 1/8% SHIMS ARE NOT REQUIRED.
ANCHORS NOTE, EX
ANCHORS TO BE #14 SMS OR WD. SCREWS INTO WOOD, OR
1/4' ITW BUILDEX TAPCONS or APPROVED CONC, FASTENERS
INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4-
PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX.
31 TAPC13N YIELD STRENGTH- Fy=10OKsl
ULTIMATE STRENGTR Fu=125Ksl
ALL WOOD BUCKS IN CONTACT WITH CONCRETE
NOT BY LAWSON IND.) TO BE PRESSURE TREATED &
TO BE REVIEWED BY 33LDG. OFFICIAL (TYP.)
SEE GENERAL NOTES AT SHEET #D
EXT. G
CAULK
EXT. GRADE
CAULK
414 S14-S W1 1 1/4'
HIM EMBEDMENT INTO WOOD.
SEE ELEVATION AT SHEET #1
FOR MAX FASTENER SPACING)
ILICONE ADHESIVE
BEDDING COMPOUND6—F
S
wmRIOR / F- LAMINATED GLASS
EXT. GRADE
c \
I I
T 'T
EXTERIOR
CAUL-K_/
EXTERIOR GRA
PERIMETER CALVINDOWFRAMEVIDTH
14 S34Z W/ 1 1/4' 1/4' TAPCON W/ 1 1/4'
MIN. EMBEDMENT INTO WOOD, MIR EMBEDMENT INTO CONC.
SEE ELEVATI13N AT SHEET 01
FOR MAX FASTENER SPACING)
SEE ELEVATION AT SHEET #1E
F13R MAX. FASTENER SPACING)
1 1/6' HIM
1) A
IT]
0
EXTERIOR GRADE —
PERIMETER CAUl_rl
PT. WIM BUCKS
0
V41 TAPCON W/ 1 1/4'
HIM. EMBEDMENT INTO C13N
SEE ELEVATION AT SHUT III
fnR MAX. FASTENER SPACING) C
F7 Z
E.B.M. 0 W
1 1/8, MIR
EDGE DISTANCE
t
RT WOOD BUCK NOT BY LAWSON IND.
MUST SUSTAIN IMPDSED LOADS
MBEDMENT : 4,
SILICONE ADHESIVE
BEDDING COMPOUND
A
EXTERIOR RTfmOR
4' MAX.
SHIM
TYP LAMINATED GLASSPRahucrun7m
sith tM FkWs
EXTERIOR GRA13E
PERIMETER CAULKING
1 1/4' MIN.
a EMBEDMENT
0z
R
C-1
Ell0, C, cqco
L)
02
tA
m
0
E-
44 d
0
LAMINATED INSULATED GLASS COMPOSITION TYPE B
ITEM DESCRIPnON DETAIL
A14-
f
1 1/8' ANU GLASS
a 0.090' SAFLEX PVB by, Eastman Cher
3 I/B' ANNEALED GLASS
4 114- INSULATED AIR SPACE
5 CK) 1/81 ANNEALED OR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSITION TYPE C
DESCIIIMON DETAIL
1/8' ANNEALED GLASS
2F4 0.090' SAFLEX PVD by, Eastman ChemlcQt Co.
i3 1/81 ANNEALED GLASS
1/4' INSULATED AIR SPACE
5 (0) 3/161 ANNEALED OR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSITION ME F
DESCRIPTION
T
1/6' HEAT-STRENGNTENED GLASS
2 0.090- TROSIF[IL PVB bp Kuraray America, Inc.
3 1/8# HEAT-STRENGHTENED GLASS
F
4 1/4' INSULATED AIR SPACE
5 (w) I/El' ANNEALED OR TEMPERED GLASS
INSULATED GLASS COMPOSITION TYPE GlAMINATED
DESCIMMON IMOT
1/8' HEAT-STRENGHTENED GLASS
4' T20.0901 TROSIFOL. PVB bp Kurarmy America, Inc.
3 1/81 HEAT-STRENGHTENED GLASS
w41/4- INSULATED AIR SPACE
5 (w) 161 ANNEALED OR TEMPERED GLASS
I
LAMINATED INSULATED GLASS COMPOSITION TYPE L
ffEm DESCRIPn0N_ ETAM
1 3/16- HEAT-STRENGHTENED CLASS
a 0,090' TROSTFOL PVB byt Kuraray America. Inc,
3 3/16- HEAT-STRENGHTENED GLASS
4 1/41 INSULATED AIR SPACE
5 3/16' TEMPERED GLASS
Notes:
INSULATED
1.) SEE SBEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES.
No VWOWS WITH GLASS TYPES -B. C. F. OR G- INSTALLED
ABOVE 30 FT. IN THE HVB%, THE I.G. E=OR LIM SHALL
BE TEMPERED TO COMPLY WIM THE SMALL IfiSSILE WACT
RESISTANCE REQUIRMLEM (FBC-2014, Section 2411.3.3.7).
SILICONE OPTIONS"
DOW CORNING 899
SCHNEE-MOREHEAD 5731
TREMCO SPECTRUM 2
INSULATED
M.4ZING D&TH GLAZING DEPTH
L&MINATED ANSULATED GLASS TYPICAL GLAZING DETAI
5 16 LAMINATED GLASS COMPOSITION — TYPE A
rfEH GLASS DESCRIPTION 3)1 DEL"L
1 1/8' ANNEALED GLASS
2 0.090' TROSIFOL PVB by, Kuraray America, Inc A9,
3 1/8' ANNEALED GLASS
5 16" LAMINATED GLASS COMPOSITION — TYPE D
rrml GLASS DESCRIPTION T
1 1/8' HEAT-STRENGHTENED GLASS
2 Oj090l TROSOFOL PVB bp Kuraray America, Inc.
3 1/8' HEAT-STRENGHTENED GLASS 4&
13/32" LAMINATED GLASS COMPOSITION TYPE E
rm GLASS DESCRIPTION I (&I DgTAn
1 3/16' HEAT-STRENGHTENED GLASS AdrT7fi_+*
2 0.090' SAFLEX PVB by, Eastman CherdcQt Co. 13/16
F 701 SOP, f! 3 1/0' HEAT-STRENGHTENED CLASS
7 16" LAMINATED GLASS COMPOSITION — TYPE H
ram CRIPTION DETAIL
1 3/16' ANNEALED GLASS
2 0.090' SAFLEX PVR byj Eastman Cherdcat Co.
3 3/16' ANNEALED GLASS
GLASS DESCRIPTION
3/16' ANNEALED GLASS
0.09V TROSrFIII_ PVB loy, KurQroy America,
3/16' ANNEALED GLASS
3n6'
7 16" LAMINATED GLASS COMPOSITION TYPE J
Im GLASS DESCRIPTION 91 DETAM
1 3/16' HEAT-STRENGHTENED GLASS
2 0.090- SENTRYGLASS b)n Kuraray America, In.
CA60
3 3/161 HEAT-STRENGHTENED GLASS
7 16" LAMINATED GLASS COMPOSITION — TYPE K
ITEll GLASS DESCRIPTION DI DETAIL
1 3/16' HEAT-STRENGKTENED GLASS FE72 M55_--- I
2 0.090' TROSIFOL PVB by- KurarQy America, Inc.
3 3/16' HEAT-STRENGHTENED GLASS
SILICONE
SCHNEE-MOREHEAD SM 5731
DOW CORNING 899
TREMCO SPECTRUM 2
LAMINATED
MONOLITHIC
00
GLAZING STOP Z >- Ld zI0CIRCULARWOWS. C3
r,,ONATFD
3
LAMI (4)
0 M
N=
ONLLITHIC ONO 111C
0,600-j— 0600-
GLAZING DEPTH GLAZING DEPTH
2
LAMINATED
MONOLITHIC
SILICONE OPTIONS'-
DOW CORNING 899
SCHNEE-MOREHEAD 5731
TREmca SPECTRUM 2
GLAZING DEPTH
LAMINATED /MONOUTHIC GLASS.
TYPICAL GLAZING DETAIL
8_
PwDucrusvowMCuupbwwfMftFb*h ,
111111111wingeft
Fe Qj 7 2 R7
17— U k_A_
v8&pMdwC=w
I
01
03
1C50CQto
QJ
3
4200-6200 FIXED IMPACT WINDOW MODULAR SIZES CHART -DESIGN LOAD CAPACITY -PSF
WINDO DIMS. I GLASSTYPES
MOTH
On.)
LENGTH
G..)
I A
pD I B
DP
C
I- Dp
D
I- DP
E
W_
F.
p
G
P
H
DP
I
1-DP
J
pl-D KpAD 44LOP
68 68 68 68 65 68 68 1 68_ 68 78 1 65 68
31r 68 68 1 6B 68 76 6-5 ff__
wi 68 68 68 1 68 65 68 1 68 as 6B 78 65 as
42' 68 68 68 1 68 65 69 as as 68 78 65 68
48" 68 as __ s as 65 68 68 68 as 78 65 68
68 68 68 1 68_ 65 68 68 68 68 78 65 68
68 68 68 1 68 65 68 68 68 68 70 65 6-8
24' 68 as 68 1 68 65 6B 68 68 68 78 as as
W, 68 613 68 1 68 65 68 68 68 68 78 65 6-8
68 68 68 68 55 as 68 68 68 78 65 68
4T
48'
1. 68 6B - 68 68 65 68 68 64.7 68.3 78 65 68
68 68 68 68 66 68 68 1 56.6 51 78 65 68
X X 68 1 65 68 68 1 66B 51 78 65ixx68B5as68xx7865 65
24"
30"
68 68 68 68 65 68 68 69 as 78 65 68
08 6B_ 68 68 65 68 68 68 as 78 85 as
36, 5865 60 68 65 68 68 68 68 78 65 68
42' 60. x x x 68 65 63 68 64.7 58.3 78 65 68
48" x x x 68 65 as 68 x x 78 65 6-8
5v x x x x 65 x x x x 78 65 68
60, x x x x 65 x x x x 78 65
24" 68 68 68 68 65 69 68 68 68 78 65 68 as
W. as 68 68 68 65 68 68 as 68 78 66 68
w x 68 65 65 68 65.5 68 78 65 as
47 72. x x x x 65 68 x x x 78 65M E6868
48"
5v
X x X x 65 x x x X 78 85 68
x x 65 x x x x 74.7 625, as 68
5wT x I x x x 65 x x x x 72 65 as68
24' 68 as 68 6B 65 38 68 68 68 78 IRS M68
3Ir 68 as as 68 65 68 68 68 63 78 65 68
x x x as 65 68 68 64.9 68 78 68
42" 74' x x x x 65 x x x x 78
4T x
xx
x x x I r.5 x x x x 75.6 as 68
5c F xx
x 65 x x x x 71.5 65 1 as
ey xx x 65 x x x x 68.7 65 68
24' 68 68 68 68 65 68 68 68 68 78 65 68
30" x x x 68 65 as 68 68 as 78 65-68
35" w x x x x 65 68 x x x- 78 65 68
4T x x x x 65 x x x x 78 65 68
48" x x x x 65- x x x x 73.5 65 68
24' 68 68 68- 68 65 ES 68 68 as 78 65 68
W.
3T- 16"
x-
x
x
x
x
x
69
x
65
65
68
x
68
x
x
x
x
x
78
78
65
65
68
68
42' x x x x 65 x x x x 75. B 6
24' x x x as 65 63 68 68 68 78 91
loff, x x x x 65 x x x x 78 5
36' x x x x 65 x x x x 74.7 6'
24' x I x x 68 65 68 68 x x 78 R-635 US30" 120" x x x x 66 x x x x 7.
36' x x x , x 65 x x x , x 74.1 65
4200-6200 FIXED IMPACT VtqNDOW COMMODITY SIZES CHART DESIGN LOAD CAPACITY - PSF
VWMiINDO DIMS. I GLASS TYPES
WDTH LENGTHI A--- B D E F 6 H I K
00 an.) I +/- DP DP OP I- DP DP DP DP DP OP DP DP DP
is-lilil" 68 68 68 68 65 68 68 68 68 78 65 68
26-1/Z 68I 68 68 68 65 68 68 so- 68 78 65 68
37' 26' 686. f 68 68 68 65 68 68 68 68 78 65 68
48' 68 68 as 65 68 68 68 68 78 65 68
53-1/8' 68 68 68 68 as 68 68 6B 68 78 65 68
19-1/8" 68 68 68 68 68 68 68 68 78 66 68
26-10 68 68 68 68
65-
65 68 68 68 68 78 65 68
37' 3848' 68 68 68 68 65 68 68 66-2 66.2 78 65 68
48" 68 68 68 68 65 as 68 63.8 63-8 78 65 68
53-1/8* 68 68 68 68 65 68 68 63.8 63.8 78 65 68
19-1/8' 68 68 68 68 65 68 68 68 68 78 65 68
26-1/2' 68 68 6B 68 68 68 68 68 78 65 68
37' 50-5/8' 68 68 68 68 65 68 68 66.2 66.2 7.8 65 68
48' x x x 68 65 68 68 x 51 78 65 68
5 Ils, x x x 68 65 68 68 x x 78 65 68
194/eq 68 68 68 68 65 68 68 68 Be 78 65
26-112' 68 68 68 68 65 68 68 68 68 78 65 68
37' 58, 68 68 68 68 65 68 68 x 66.2 78 65 68
4W
53-1/8'
x x x 68 65 68 68 x x 78 65 68
x x x x 65 x x x x 78 65 as
19-1/9, 68 68 68 68 65 68 68 68 68 78 65 68
26-1/2' 68 68 68 68 65 68 68 68 68 78 65 68
3T' 61. x x x 68 65 68 68 x 66.2 1 78 65 68
48-
E-4/8'
x x x x 65 68 x- x x 78 65 68
x x x 65 x x x x 78 65 68
19-11ir 68 68 1 68 68 65 68 68 68 68 78 65 68
26-1/Z' 68 68 68 68 65 68 68 68 78 65--
37P 7,P x x x 68 65 68_ 68 x x- 78 65 68
49* x x x x 65 x - x x 75.6 65 68
53-118' x x x X_ as- x x x x 72 65 as
19-119, 63 611- 68 65 68 68 68 68 78 65 68
69- 68 68 68 65 68 8 x 68 78 65 68
77Y7- 74-1/4' x x x 68 65 68 68 x x 78 65 Ga
1 48' 1 x x x 65 x x x 75.2 65 68
x X 65 X x X 71.6 65 68
Notes (*)
1.) SEE SHEET 3 FOR GIAZING TYPES, DETAlLS & SILICONE OPTIONS.
2.) wiNDows wiTH GLASS TypEs "B, c, r. OR G' INSTALLED
ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL
BE TEMPERED TO COMPLY WITH THE SMALL MISSME DIPACT
RESISTANCE REQUIREMENTS (FBC-2014, SecUon 2411.3.3.7).
L
WIDTH AND LENM DIMENSIONS CAN BE ORIENTED
VVMCALLY OR HORIZONTALLY AS SHOWN A13OVE
E.
co
po cli
U3rn
u
P4
z Z
T
1.8. a,. E8
4 d f3 i k a
MODUC r REVISE0
10 mmplft -igh aw n-w. baw.g cQ&
0§1119,111, 8-:1.
S ...........
Alorallo mt. 9 kA
4
0
ell
n*U.1 CuhW
0
EIML OF MATERULS
rrEm PART QUANTrrY IDESCRnIrION MTERIAL RE
1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-76
2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063—T6
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- GLASS — INSULATED) 6063—T6
7 8 X 3/4' 2/ CORNER ASSEMBLY SCREWS P.H. PHILLIPS
8 L-4204 AS REDD. GLAZING BEAD AT CIRCULAR WDWS. 6063—T5
9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC
10 AS REQD. GLAZING SILICONE
11 PL 75.6020 AS REQD. GLAZING SETTING BLOCK so Pvc 1/8" x 1/i; X 2"
12 812-25H-357 , AS REDD. rruSeal' Dura Sea[ Swiggle Spacer 11/4" 13LACKI 1/4* AIR SPACE
WINDOW FRAME EURUSION DETAELS
2.643-
31 D
T_
781 1 J119 .391
TYP. L173
FRAME HEAD/SILL/JAMB
2 GLAZING STOP
5/16" GLASS)
51) .040
4 272
040 ---
1250
Aq50050-1 T
TYP. L jTYR .773
773
3 GLAZING STOP 4 GLAZING STOP (7/16- GLASS)
3/8- & 13/32- GLASS)
310
11'05'
150 'To41P.
5 6
1 .800 L
INSULATED GLAZING STOP
W/ 5/16- LAMINATED GLASS
INSULATED GLAZING STOP
W/ 7/16" LAMINATED GLASS
AsoTYP.
BOBu1
8 .466_ .0- K ray Ame 1—
GLAZING STOP (CIRCULAR WOW.)
SEE MULLION APPROVALS FOR
MULLION TYPE, SIZE AND MAX.
DESIGN PRESSURE LIMITATIONS.
ALUMINUM MULLION -
ALUM. 0.078- MIN. THICK)
NOTE'. THE LOWER PRESSURES OF
THE WINDOW OR MULL SHALL GOVERN
INTERIOR
MMOR
EXTERIOR GRADE -
PERIMETER CAULKI
J10 X W4N4m
Ile X 3.Q.
FRAME JAM I
RECr. OR SQUARE WINDOWS
CIRCULAR WINDOWS
OR MITER CORNERS
i-KAMt RADIUS JOIE FRAME END CORNER
FRAME CORNER & JOINT DETA
SEALANT
FRAME CORNERS, OR JOINTS SEALED WITH A COLORED
SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR
SILICONE
a 12 xFLATHE?A/D4'P`SUIPS.
AT 12' D.C. MAX
FRAME
FRAME MULLING DETA
PRODUCrREVMD
im =mPWn wft
SEE MULLION APPROVALS FOR
MULLION TYPE, SIZE AND MAX.
DESIGN PRESSURE LIMITATIONS.
INTMOR NOTE: THE LOWER PRESSURES OF
114' MA)(. THE WINDOW OR MULL SHALL GOVERN
SHIM
1 12 S D'S' X 1 1/4- L
AT 12' D.C. MAX
INT
NOTE:
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
2. METAL STRUCTURES'
A) ILLL '. Fy - 36 KS1 MIN.
STEEL 18 GA. MIN. THICK - 0.048-)
B) ALUMINUM : 6063-T5 MIN.
ALUM. 0.078- MIN. THICK)
PERIMETER \—WINDOW FRAME
SEALANT EXrERIOR
METAL STRUCMRF, ATTACHMENT DETAT
Z
0 M IL
VIE '01
3E
cq