HomeMy WebLinkAboutNOA; Series 4200 & 6200 Flange-Frame Aluminium Fixed WindowM1AM1•®ADE MIAMI DADE COU=, FLORIDA
ME 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) 31 S 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy
Lawson Industries, Inc.
8501 NW 901 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 "4200./ 6200 Flange -Frame' inum Fred Vzndanv- KMX
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 revsed 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 INTACT :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 approvedrmpact 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 filled and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERNLINATION 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 E-4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P. E.
NOA No. 17 1212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
FILE COPY Page 1
Dawson 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 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 20.3-94
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 SETT 09 2614, dated 09/04/09, H. ETI-09-2612, dated
09/02/09, HETI✓09-2586, dated 07/10/09, RETI-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.1.7-0307. 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 HETI49 2613, dated 09/04/09, HETI 09-2611, dated 09/04/09,
H ETI-09-2585, dated 07/10/09, HETI49 2581, dated 07/10/09 and '.qETI49-2579,
dated 07/10/09, all signed and sealed by Candido F. Pont, 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 fir,
frame fixed window, prepared by Hurricane Engineering & Testing, Inc_,. Test
Reports No.'s IIETIA3-1778, dated 01/30/03, RETI-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)
Ishag 1. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.13
Expiration Date: August 22, 2022
Approval Date. February 01, 2018
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU BNVHTTED
B. TESTS (CONTETuED)
S. 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 HEETI-03-1777, dated 01/30/03, HETI-03-1.774A and
dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—
Seda, P. E.
(Submitted under NOA No. 43-0327.1 d)
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 fiu frame fixed
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-
02-1215, dated 04/08/02 .and HETI-01-11.93, dated 04/08/02, both signed and sealed by
Hector Medina, P. E.
(Submitted tinder 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-HETI-02-1158, dated 04/08/02, HETI-01-1103, dated
02/12/02 and HEETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P.
E.
(Submitted under NOA No. 02-0701.01)
C. CALCULATIONS
I. 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 ASSURAN CE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212A3
Expiration Date: August 22,.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® lUltraclear,- 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 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 FDC 5'" 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 tinder NOA[ No. 12-0307.06)
3. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04,109,
HETI49-261.2, dated 09/02/09, HETI49-2586, dated 07/10/09, IHETI-09-2584, dated
07/10/09, IIETI-09-2582, dated 07/10/09, HETI-092580, dated 07/10/09, HETI-09-
2613, dated 09/04/09, RETI49 2611, dated 09/04/09, HETI49 2585, dated
07/10/09, HETI49--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, RETI-03-1778, dated 01/30/03, HETI-03-1779, dated
01/30/03, HETI-03-1776, dated 01/30/03, 33ETI43-1777, dated 01/30/03, HETI-03--
1774A, dated 01/30/03' and BIETI-03-1774B, ,elated 01/30/03, all issued by Hurricane
Engineering & Testing, Inc., signed and -sealed by Rafael Droz-Seda, P. E.
(Subm tied tender NOA's No.'s 12-0307. 06)
G. OTHERS
1. Notice of Acceptance No. 14-0908J8., issued to Lawson Industries, Inc. for -their Series
"4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 12/11/14 and
expiring on 08/22/17.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. L420:.0--62.00-1201 Rev C, titled "Series-4200-6200 Flange -Frame- Impact
Fixed 't'Ci rmdow"; 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 b Edition) cod; compliance.
lshaa 1. Chanda, P. E.
Product Control Examiner
NOA No. 1.7-1212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVII)ENCE SUBMITTED
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 : STATEMENT'S
1. Statement letter of conformance to FBC 2017 (Wh 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 # 17-0531.05, expiring 08/22/22.
lshaq. I. Ciaauda, I'. F..
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'
VIIJDOV
VLNDOY
FR
OtURT-RO WD INprtON
vIN®y NEIr,Hr
FMLE_ROUND
I -D+Dw vmrH
n
7YP AI EI EVATION
WD10oVIT
LEG NT
ARCHED
vIIIDOv vmrH
PICTURE WINDOW
WINII6V
UM .
HEXAGON IYP .AI EI EVARON
VDIDDVHEIGM
RECTANGULAR
VIIiWV V;DTH
pmcAI EI cvAripy
WINDOV HIEIGNr
4�
WINDOW WIDTH
SQUARE PtCTJRE WINDOW EI EVATION
VDDIDV wm
Om
1 I BOUND TMCAL EI AnoN
WINDOW
L
vDBDTv HEI
Nr.
� vnawv vmrx
SQUARE PICTURE WINDOW ELEVATION
�vDroDv vmTH
RECTANGULAR TYPICAL ELEVATION N
WINDOW HF O
WD&OV
WIDTH
OVAL TYPICAL ELNATON
VM➢OW
aTr
LEG in.
WINDW WIDTH
LGGEO EYE BROW ELNpjIQN
WINDOW I1E�
�� WIDTH
WARIER -ROUND El EVARON
VINLOW HIa+T
�7HW
OCTAGON TYPICAL EINATION
ALLOWABLE LOADS FOR ALTERNATE
SHAPES AS SHOWN, CAN BE VERIFIED
BY INSCRIBING PICTURE WINDOW SHAPE
WITHIN A SNARE OR RECTANGLE, AS
SHOW IN DOTTED LINES AND OBTAINING
ALLOWABLE LOADS FROM THOSE
SHAPES. PROVIDED PERIMETER
FASTENERS AREAS DESCRIBED HEREIN
FOR SIZE AND SPACING.
y�DOy HEI
WINDOW WIDTH
'ELLIPTICAL* TYPICAL EIEVATI N
TYPICAL ELEVATION
NOTE: TESTED UNIT
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:
671MAX TYP.
AT CORNERS
P.EIiiIDI1C: BF.i'u'�D
l2' aAx
TYP,
&a�INRPied'e
MeepY"tea Ne ! 7—IZ IZ • 13
�p
Ea�nd//FM ONt• F.�. oa'z
1 Sit.• 1. 4n4�.
�� pI®Csv.<'taB
EXT. & INT, FALSE COLONIAL
NUNTINS A.RE APPLIED V/
W/ SILICONE AND ARE
AVAILABLE AS OPTIONAL
WINDOWS ARE L.M. MOVED
MIAAU—DADS COUNTY APPROVED
3HUITERS NOT REQUIRED
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT
RESISTANT. (SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS 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 VINDOW SIZES
ARE NOT TO EXCEED THESE ULM[UM SPACINGS ON CENTER (O.C.) .
Q 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 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 MAX. DESIGN PRESSURES).
6.) WINDOWS IOITH GLASS TYPES 'B, C. F, OR G" INSTALLED ABOVE 30Tt. IN THE HVHZ, THE
I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT
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 W/ 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 MULLED UNITS.
11.) MULLING FD® WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS
USING A MIALII—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.
O
Cr
N
E
3
U
w
914 SA& W/ 1 1/4'
HIM. EMBEDMENT DVTO WOOD.
(SEE ELEVAT! AT SHEET N1
FOR MAX FASTENER SPACING)
v.• MAL INTERIOR
SMMD1 DACE
INTERIOR FINISH
NOT BY LAVSDN INDUSTRIES, IHG
,
BY
ALL WOOD BUCKS IN CONTACT WITH CONCRETE -
(NOT BY LAWSON INA) TO BE PRESSURE TREATED &
4 TO BE REVIEWED BY BLDG. OFFICIAL (TYR)
(SEE GENERAL NOTES AT SHEET 41)
414 S.M.S. W/ 1 1/4'
MIN, EMBEDMENT INTO WOOD.
(SEE ELEVATION AT SHEET In
FOR MAX FASTENER SPACING)
SILICONE ADHESIVE
10 BEDDING COMPOUND
INTERIOR rLAMINATED GLASS
.PT. WOOD BUCKS
°•.:
m
m
� m
' 1/4' TAPCON W/ 1 1/4'
M °0
M m
MIN. EMBEDMENT 114M CDNG
(SEE ELEVATION AT SHEET DI
v~f
FOR MAX FASTENER SPACING)
o ^
'
mo m
J O
3�v
Z i
I vt' MIN,
� Z
EMBEDMENT
1 I/8' HIM
a°
DISTANCE
EXT GRADE O� EXTERIOR O •v
EXTERIOR
EXTERIOR
GRADE
:+Fz�t-".3•Gs
ti
PERIMETER CAULKING
.ri=r,' �.lF!1_c: EXT. CdiAHE PERIMETER
CAI )A7 BY
VINIIOV FRAMEVIDTM
ON
'LAWSON INDUSTRIES',
C1 ��� TO BE APPLIED BY &K RS
tTYP.)
'
STuccG OVER METAL LATH KAU-ED TO
° � SHEATHING
1' MIN
,E DISTaN
014 S.M.S. W/ 1 1/4•
MIN. EMBEDMENT INTO WOOD.
(SEE ELEVATION AT SHEET 81
1/4' TAPCON W/ 1 1/4'
MIN. EMBEDMENT INTO CONC.
TO BE S D BY DR GC
TO BE SIR
FOR MAX FASTENER SPACING
(SEE ELEVATION AT SHEET #1
FINISH OTHER)ARCH
(IXIERIDR FItOSM er OTHERS)
MAT BY LAWSON INDUSTRIES, IMC
RAD EXT. GE
FOR MAX. FASTENER SPACING)
t 1/8' MIN.
P.T WOOD BUCK HOT 8Y LAWSON IND,
MUST SUSTAIN IMPOSED LOADS
CAUL(
I
WOOD FRAME INGPATLATION DETAIL
1 1/4' MIN.
EMBEDMENT
o
4
d-
a
aEMBEDMENT - d.
<•q�
-d
2
lYJ1
O
EXTERIOR GRADE
PERIMETER CAULKING
-
T
WINDOW INSTALLATION NOTES:
5
SILICONE ADHESIVE
1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT.
=
BEDDING COMPOUND
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE
BY WIN➢OW INSTALLER (TYP.)
9
TO
'
2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO
EXTERIOR
IIdTTERIOR
BE CAULKED AMD SEALED W/ AN APPROVED EXTERIOR GRADE
5
-
CAULK BY OTHERS (TYP.)
3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN,
1/4' MAX,
4. CONCRETE COMPRESSIVE STRENGHT = 2Ksl MIN.
SHIM
TYP
LAMINATED GLASSMUUCEMIM
TO
xltbT�e
bkHas
• WREN THE GAP BMTEN THE WINDOW FRAME AND THE BUCK OR
MASONRY IS LESS THAN 1/8-, Sm
3
O
11
CO
p4I -lv
ARE NOT REQUIRED.
1 1p E4 MI
DHIENT
EXTERIOR GRADE
A -r
�1 �°K- 27,
PERIMETER CAULKING
�^2
ANCHORS NOTE:
EXT. GRADE
ANCHORS TO BE #14 SMS OR VA SCREWS INTO WOOD, OR
CAULK M
V.
a
-
1/4' ITW BUB-DEX TAPCONS or APPROVED CONC. FASTENERS~'
BY R 2
-
INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4'
BY
WOOD
-1 "� ''?
°r d••.. ae. °i -
PENETRATION INTO WOOD OR CONC. AT 12' O.C, MAX.
:'+: • e.' °-
J <. �
1 1/4• HD4 ,'•da °r
EMBEDMENT:
:- • , 'e_ G
.
■ TAPCON YIELD STRENGTH, Fy=100Ksi
' ' n °
. , • a
ULTIMATE STRENGTH, Fu=125Ksl
_N
31
LAMINATED INSULATED GLASS COMPOSITION
TYPE B
ITE►I
DFSCBDTION
DETAIL
_!
-®
am
—WA.""',-�
1
1/8' ANN. GLASS
2
0090' SAFLEX PVB by, Eastman Chemical Ca
3
1/0' ANNEALED GLASS
4
114' INSULATED AIR SPACE
5 00
1/0- ANNEALED OR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSITION TYPE C
ITE11
DESCRWTION
DETAIL
1
1/8' ANNEALED GLASS
ya4 -,V yam,
f
2
0.090- SAFLEX PVB by Eastman Chemical. Co.
3
1/8' ANNEALED GLASS
4
1/4' INSULATED AIR SPACE--
5 (-)
3/16• ANNEALED OR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSITION TYPE F
ITEM
DESCRIPMON .
DETAIL
ire• -__ _ � �
- ® .V4• ama
I
I/8' MEAT-STRENGHTE14EII GLASS
2
0A90' TROSIFOL PVB by, Kuraray America. Inc
3
1/8- HEAT-STRENGNTENED GLASS
»• _- _- ==1��p
T = = ==1
1
4
1/4- INSULATED AIR SPACE
5 (*)
1/8' ANNEALED OR TEMPERED GLASS
DESCRIPTION
HEAT-STRENGHTENED GLASS
• TROSIFUL PVB bye Kuraray America. Inc,
HEAT-STRENGHTENED GLASS
INSULATED AIR SPACE
ANNEALED OR TEMPERED (LASS
LAMINATED
INSULATED GLASS COMPOSITION TYPE L
ITEM
DESCRIPTION
DETAIL
----0
I
3/16• HEAT-STRENGHTENED GLASS
2
0,090' TROSIFOL PVB by, Kuraray Amerlca, Inc.
a/4-
3
3/16' HEAT-STPENCHTENED GLASS
4
1/4' INSULATED AIR SPACE
-_-- -
5
3/16' TEMPERED GLASS
Notes:
INSULATED
1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES.
�Q WINDOWS WITH GLASS TYPES `B, C. F. OR G' INSTALLED
ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR 9M SHALL
BE TEMPERED TO COMPLY R1TH THE SMALL MISSILE IMPACT
RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.-1.
'SILICONE OPTIONS',
DOW CORNING 899
SCHNEE-MOREHEAD 5731
TREMCO SPECTRUM 2
INSULATED
GLAZING DEPTH GLAZING DEPTH
LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL
5 16 LAMINATED GLASS COMPOSITION-- TYPE A
ITEM
GLASS DESCRItTION
� DLrTAIL
1
1/8' ANNEALED GLASS
-
2
0A90' TRUSIFUL PVB by, Kuraray
aosa
3
1/8' ANNEALED GLASS
1 q-Hp•
5 16 LAMINATED GLASS COMPOSITION — TYPE D
ITEM
GIASS DESCRIPTION
DETAIL
1
1/8' HEAT-STRENGHTENED (-ASS
I
DF
2
0.09V TROSIFOL PVB by, Kuraray America, Inc.
'"w I �!g1• _
I 1 a34a•
3
1/8' HEAT-STRENGHTENED GLASS
13 32" LAMINATED GLASS COMPOSITION - TYPE E
TIEM
GLASS DESCRIPTION
ailDETAIL
1
3/16' HEAT-STRENGHTENED GLASS
A.a9m
2
0.090' SAFLEX PVB by, Eastman Chemical Co.
----•-
I -
a4a6
3
1/8' HEAT-STRENGHTENED GLASS
7 16" LAMINATED GLASS COMPOSITION - TYPE H
MW
GLASS DESCRIPTION
DETAIL
1
3/16' ANNEALED GLASS
3/t6• _ _ 4
-_--
2
.090' SAFLEX PVB by, Eastman Chemical CO.
A.a9lY 460-
/I6'
1 1 -' 1
3
3/16' ANNEALED GLASS
ITEM I GLASS DESCRIPTION DETAIL
1 3/16' ANNEALED GLASS6" --
aoso•il
200TRUSTFUL PVB by, Kuraray America, Inc.3/16' ANNEALED GLASS T , �
7 16" LAMINATED GLASS COMPOSITION — TYPE J
.1=
GLASS DESCRIPTION
DETAII. _
1
3/16' HEAT-STRENGHTENED GLASS
ua9o•
2
0.090' SENTRYGLASS by, Kuraray America, Inc,
___ -=_1
a/ib•
3
3/16' HEAT-STRENGHTENED GLASS
_
1
7 16' LAMINATED GLASS COMPOSITION - TYPE K
ITEM
GLASS DESCRIPTION
3 DETAIL
1
3/16' HEAT-STRENGHTENED GLASS
9n6' -__ --
T-
2
0A90' TROSIFDL PVB by, Kuraray America, Inc.
M 60
3/i6, __�__ I
3
3/16' HEAT-STRENGHTENED GLASS
1 -L
SILICONE
SCHNEE-MOREHEAD SM 5731
DOW CORNING 899
TREMCO SPECTRUM 2
LAMINATED
MONOLITHIC
•
GLAZING STOP
® CIRCULAR WOWS.
LAMINATED 3 LAMINATED 4
MONOLITHIC MONOLITHIC
Ob00' 0,600•
GLAZING DEPTH GLAZING DEPTH
2
LAMINATED
MONOLITHIC
SILICA OPTIONS',
DOW CORNING 899
_ SCHNEE-MOREHEAD 5731
TREMCO SPECTRUM 2
a.boa•
GLAZING DEPTH
LAMINATED/MONOLITHIC GLASS.
TYPICAL GLAZING DETAIL
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42'
36"
68
68
68
65
6B
68
68
68 78 -.1,65
68
48"
68
68
68
68
65
68
68
68
68 78 65
68
54"
68
fib
1 66
1 68
65
68
68
6B
68 78 fi` 65
68
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68
8
68
68
65
68
58
68
78 65
68
24
24"
68
5
68
68
68
65
68
68
68
-
68 65
68
30'
68
68
88
68
65
68
68
68
68 78 55
68
36'
68
68
68
68
65
68
68
68
68 78 65
68
42'
48"
68
68
68
68
65
68
68
64.7
58.3 78 '-. 65
68
48°
68
68
! 68
68
65
fi8
68
5S.8
51 '' 78 +; 65
68
54"
x
x
x
68
E5
68
68
56.6
51 78 65
68
-
x
x
x
68
65
68
fi6
x
x 78 7` 65
68
24"
68
68
68
68
65
68
68
6868
65
65
30'
fi8
fi8
68
68
65
68
68
68
68 78 '.":. 65
68
�
68
68
68
68
65
68
68
68
68 - 78 :i: 65
68
42,
W.
x
x
x
68
65
68
68
64.7
58.3 "�i 78 : 65
6B
4W
x
x
x
68
65
66
68
x
x 7E :i? 65
68
`-b'
z
X
x
x
65
x
x
x 78 65
68
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%
X
X
X
65
X
x
x
X 78 ,.: 65
68
24'
68
es
68
68
65
fib
68
68
68 78 65
68
30"
68
68
68
88
65
68
88
69
68 78 65
58
36"
x
x
x
68
65
68
68
f'3.5
68 78 :; 65
68
42'
72"
x
x
x
x
65
68
x
x
x 78 :i 65
66
48'
x
x
x
x
65
x
x
x
x 78 65
6B
54"
x
x
x
x
65
x
z
x
,'.;
x ';is 74.7 ;:. 65,
68
60'
x
X
x
x
86
x
x
x
x 72 65
68
24"
68
68
68
68
65
®
68
68
78 •< 65
68
37
68
68
68
68
65
68
68
68
68 78 65
68
35'
x
x
x
68
85
6a
68
64.9
68 78 65
68
4T
74"
x
x
x
x
65
x
x
x
x 78 �� 65
68
4T
x
x
x
x
65
x
x
X
x 75 6 a 65
68
54"
x
65
x
z
x
x 715 65
E8
60'
x
x
x
x
65
x
X
x
x
4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPAWY - PSF
W DIMS.
GLASS TYPES
LENGTH
A
B
C
D
E
F_
G
H
1
J
K
L_
+/_DP
+/-DPI-
DP
tI- OP
+/- DP
+l_ DP
_
R2r-,l
68
68
68
65
68
68
68
68
78
65
66
68
69
68
68
65
68
68
68
68
76
65
68
Z6"
68
68
68
68
65
68
66
68
68
78
65
68
68
68
68
68
65
68
6868
6a
78
65
68
68
68
68
68
65
68
68
68
68
78
65
68
194fr
68
68
68
68
65
68
68
68
68
78
65
68
2&lrr
68
68
68
68
65
68
68
68
68
78
65
68
37'
38518"
68
68.
68
68
65
68
68
662
662
78
65
68
BB
68
68
68
65
68
68
63.8
63.8
78
65
68
53-t/B'
68
68
68
68
65
68
68
63.8
63.8
78
65
68
19-1/8"
168
68
68
68
65
68
68
68
68
78
65
68
26-112"
6N
68
68
68
65
68
I 68
68
68
78
65
68
3T
50518'
668
68
68
65
68
68
662
66.2
78
65
68
48"
x
x
fi8
65
68
68
x
51
78
65
68
53.118'
x
x
68
65
68
68
x
I x
t 78
65
68
19-1/6"
68
68
68
68.
65
68
68
68
1 6B
78
65
68
2&1/2"
68
68
68
68
65
68
68
68
68
78
65
68
37'
Sr
68
68
68
68
65
68
68
%
1 66.2
78
65
68
48'
x
x
x
68
65
68
68
x
x
78
65
68
53-1/8'
x
x
x
x
65
x
x
x
x
78
65
68
19-118'
68
66
68
68
65
68
68
68
68
79
65
68
26'-1/T
68
68
68
68
65
68
68
68
68
78
65
68
3T
63-
x
x
x
68
65
68
68
x
66.2
78
65
68
48'
x
x
x
x
65
68
x
x
%
78
65
68
53-1/6"
x
x
x
x
65
x
x
x
x
78
65
68
19418"
68
68
68
68
65 .
68
68
68
68
78
65
68
26-1/2'
68
68
68.
68
65
68
68
x
68
78
65
68
37"
74'
x
x
x
68
65
68
68
x
x
78
65
68
4W
x
x
x
x
55
x
x
x
x
75.6
65
68
53.118"
x
x
x
x
65
x
x
x
z
72
65
6B
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
x
68
78
65
68
37'
74-1/4'
x
x
x
68
65
68
68
x
x
78
fi5
68
48"
x
x
z
x
65
x
x
x
x
75.2
65
68
53-118"
x
x
x
x
65
x
x
x
x
71.6
65
68
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x 68 65 68 68 % x 78 >; 65 68 u $ ~
x 65 x x x x 78 65 68 ^ g s
x x 65 x x x x 76.8 65 68
x 68 65 68 68 68 68 r 78 65 68 g o 0
Notes
x x 65 x x x x 78 65 68
x x 65 x x x x 74 7 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAIIS & sILICONE OPTIONS. a
x x 65 68 68 x z 78 65 66 A 2-) WINDOWS WITH GLASS TYPES "B, C, F. OR G" INSTALLED ` x x 65 x x x x 4 ': 65 68 ABOVE 30 FT. IN THE HVHZ, THE I.G. Er=OR LITE SHALL -� E s E z z " x x 65 x x x x 74 1 z 65 68 BE TEMPER TO COMPLY WITH THE SMALL MISSHE IMPACT 1 a 3
•_-.- RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). - xd 6
U.
WIDTH AND LENGTH DUENSIONS CAN BE ORIENTM �' °a• � x•
VERRCALLY OR HORIZONPaY AS SHOWN ABOVE.
d
A
BILL OF MATERIALS
ITEM
PART $
QUANTITY
DESCRIPTION
MATERIAL,
REMARKS
i
L-4201
2
FRAME HEAD/SILL/JAMB
6063-T6
-
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 (5/76" GLASS- INSULATED)
6063-T6
-
6
L-6211
4
GLAZING BEAD (7/16" GLASS - INSULATED)
6063-T6
-
7
#8 X 3/4"
2/ CORNER
ASSEMBLY SCREIVS
-
P.H. PHILLIPS
8
L-4204
AS REQD.
GLAZING BEAD AT CIRCULAR WOWS.
6063-T5
-
9
VWS-004
AS REQD.
GLAZING GASKET
SOFT PVC
-
10
a
AS REQD.
GLAZING SILICONE
»
_
11
PL 75.6020
AS REQD.
GLAZING SETTING BLOCK
SOFT PVC
1/8- X 1/8" X 2"
12
812-25H-357
AS REOD.
>`TruSaol" Durc Seol Swiggle Spacer
1/4' BLACK
1/4" AIR SPACE
WINDOW FRAME EXTRUSION DETAILS
2643y
1.28!
�'j 1^330
I
.78�— A62
TYP
^61
,850.040
_d
.391
.DSO
TYP.
.80E
I
.773
j I--1'Sos
FRAME HEAD/SIL
2 GLAZING STOP
(5/16" GLASS)
F.650,050 II ] ^�
� 272
.850 .040 .250
TYP.
O50 I�
TYP. .773 f�.,
773
3 GLAZING STOP
4 GLAZING STOP (7/16" GLASS)
(3/8" & 13/32" GLASS)
.310
.850 t .1}s
.050
.992 A50 .6 2
TYP,
TYP,
5 .684
6 .e6D
INSULATED GLAZING STOP
W/ 5/16" LAMINATED GLASS
INSULATED GLAZING STOP
W/ 7/16" LAMINATED GLASS
.050
808
II�IUBuI
.466�^ CL0 ' EUTACITE
ioa•arry
by
m, Inc
GLAZING STOP (CIRCULAR WDW.)
SEE MUWON APPROVALS FOR
MULLION TYPE. SIZE AND MAX.
DESIGN PRESSURE LIMITATIONS.
ALUMINUM MULLION —
(ALUM. 0.078E MIN. THICK)
NOTE THE LOWER PRESSURES OF
THE WINDOW OR MULL SHALL GOVERN
INTERIOR
ro
'L/ FRPMF SILL of HEAD
7 RECT. OR SQUARE WINDOWS
CIRCULAR WINDOWS —M WENFR�"
O UCTIO
OR MITER CORNERS O
FRAME RADIUS JOINT FRAME END CORNER
FRAME CORNER & JOINT DETAILS
SEALANT:
FRAME CORNERS, OR JOINTS SEALED WITH A COLORED
SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR
SILICONE
6 12 X 3/4' S.US•
FLAT HEAD, PHILLIPS.
AT 12' D.C. MAX
EXTERIOR !� `WINDOW FRAME
EXTEPMR GRADES 2
PERIMETER CAULKING
FRAME MULLING DETAIL
FRUDUCf HEVtm
O eailh the Fgof 1
Aecxwpfw c No I J-/Z/z-13
8q+tnd�.Ir� sv4 i 1J-.
a�ref>sa,w
MULLION OTYPE, SIZE AND MAXOR
DESIGN PRESSURE LIMRATIONS.
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' D.C. MAX,
NOTE:
1. ALL STEEL IN CONTACT WITH
ALUM. TO BE PAINTED OR PLATED.
2. METAL STRUCTURES:
____ A) STEEL : Fy a 36 10 MIN.
(STEEL 18 GA. MIN. THICK - 0.0487
B) ALUMINUM : 6063-75 MIN.
(ALUM. 0.078E MIN. THICK)
PERIMETER WINDOW FRAME
SEALANT EXTERIOR
METAL STRUMM ATTACHMENT DE AI
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