HomeMy WebLinkAboutNOA'SCOCJNiY f . �
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Lawson Industries, Inc.
8501 NW 90,' Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable i
materials. The documentation submitted has been
Product Control Section to be used in Miami-Dadf
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration da
Section (In Miami Dade County) and/ or the AHJ (�
to have this product or material tested for quality assi
in the accepted manner, the manufacturer will incur
revoke, modify, or suspend the use of such product of
to revoke this acceptance, if it is determined by Miai
or material fails to meet the requirements of the appli
This product is approved as described herein, and hal I
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "4200/ 6200 Flange-Fram
APPROVAL DOCUMENT: Drawing No. L4200
Frame Impact Fixed Window", sheets 01 through
prepared by manufacturer, signed and sealed by Ti
Product Control Section Revision stamp with the N
Miami -Dade County Product Control Section.
MISSILE IMPACT BATING: Large and Small P
Limitations:
1. See Design Pressure (DP) VS Window sizes and
2. See glass types in sheet 3. The monolithic .lite ir.
require tempered glass, if used at 30 ft above the
3. When an approved impact resistant mullion aw
entire assembly.
LABELING: Each unit shall bear a permanent label
and following statement: "Miami -Dade County Produ
RENEWAL of this NOA shall be considered after a
change in the applicable building code negatively affei
TERMINATION of this NOA will occur after the e:
the materials, use, and/ or manufacture of the product
product, for sales, advertising or any other purposes sl
with any section of this NOA shall be cause for termin
ADVERTISEMENT: The NOA number preceded b
by the expiration date may be displayed in advertising
shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be p:
and shall be available for inspection at the job site at tl-
This NOA revises NOA No. 17 0531.05 and consists
as well as approval document mentioned above.
The submitted documentation was reviewed by Isnaq
N `r �S8PR0YED
County NUAMI--DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
(RER) 11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315 2599
www.miamidade.gov/ecarnomv
zles and regulations governing the use of construction
reviewed and accepted by Miami -Dade County RER-
County and other areas where allowed by the Authority
stated below. The Miami -Dade County Product Control
a areas other than Miamd-Dade County) reserve the right
ranee purposes. If this product or material fails to perform
he expense of such testing and the AHJ may immediately
material within their jurisdiction. RER reserves the right
ii-Dade County Product Control Section that this product
.able building code.
been designed to comply with the Florida Building Code,
Aluminum Fixed Window - L.M.L
�200-1201 Rev C, titled "Series-4200-6200 Flange -
of 05, dated 02/21/12 last revised on NOV 21, 2017,
nas J. Sotos, P. E., bearing the Miami -Dade County
ice of Acceptance number and Expiration date by the
Impact Resistant
;lass types in sheet 4.
insulated laminated glass is oriented at exterior side and
to combine window units, lower DP will apply to
with the manufacturer's name or logo, city, state, series,
,t Control Approved", unless otherwise noted herein.
-enewal .application has been Bled and there has been no
ting the performance of this product.
piration date or if there has been a revision or change in
r process. Misuse of this NOA -as an endorsement of any
all automatically terminate this NOA. Failure to comply
tion and removal of NOA.
the words Miami -Dade County, Florida, and followed
literature. If any portion of the NOA is displayed, then it
vided to the user by the manufacturer or its distributors
request of the Building Official..
ZD
'this page 1 and evidence .pages E-1, E 2, E-3 and E-4,
Chanda, P. E.
NOA No. 17-1212.13
Expiration Date: August 22, 2022
, av eP�Y�
2018
age 1
Lawson Industries, Inc.
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 12-03Q7 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 `93" 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 in}
2) Cyclic Wind Pre
along with marked -up drawings and
frame fixed window, prepared by
No.'s HETI 12-4010 and HETI-
Rafael Droz-Seda, P. E.
(Submitted under NOA No. 12-030i
2. Test reports on: 1) Large Missile Imj
2) Cyclic Wind Pre'
along with marked -up drawings andl
and an elliptical arch fin -frame fry
Testing, Inc., Test Reports No.'s EEE
09/02/09, RETI-09 2586, dated 6
2�582, dated 07/10/09, HETI-09-2;
Candido F. Font, P. E.
(Submitted under NOA No.12-0302
3. Test reports on: 1) Uniform Static Ai
along with marked -up drawings and
frame fixed window, prepared by F
Reports No.'s BETI-09 2613, dati
HETI-09 2585, dated 07/10/09, FL
dated 07/10/09, all signed and sealed
(Submitted under-N-0.4. No. 12-0307
4. Test reports on: 1) Uniform Static Ai
along with marked -up drawings and
frame fixed window, prepared by H
Reports No.'s HETI-03-1778, dat
HETI-03-1776, dated 01/30/03, all s
(Submitted under JVOh' No. 03-0327.
Pies
pact Test per FBC, TAS 201-94
Loading per FBC; TAS 203-94
installation diagram of an arch- and a rectangular fin
Hurricane Engineering & Testing, Inc., Test Reports
11 3363, both dated 03/05/12, signed and sealed by
.06)
)act Test per FBC, TAS 201-94
sure Loading per FBC, TAS 203-94
installation diagram of a rectangular-, a circular arch
;ed window, prepared by Hurricane Engineering &
;TI 09-2614, dated 09/04/09, HETI-09 2612, dated
/10/09, HETI-09-2584, dated 07/10/09, HET149-
580 and dated 07/10/09, all signed and sealed by
E-1
06)
Pressure Test, Loading per FBC, TAS 202-94
nstallation diagram of a rectangular fin-
3rricane Engineering & Testing, Inc., Test
d 09/04/09, HETI-09-2611, dated 09/04/09,
:TI 09 2581, dated 07/10/09 and 19ETI-09--2579,
)y Candido F. Font, P. E.
Pressure Test, Loading per FBC, TAS 202-94
sstallation diagram of a rectangular fm-
rricane Engineering .& Testing, In.c.,. Test
1 01/30/03, HETI-03-1779, dated 01/30/03 and
;ned and sealed by Rafael Droz=Seda, P. E.
r1)
lsiraq 1. Clianda, P. E.
Product Control Examiner
NOA No. 17-1212.13
Expiration Date: August 22, 2022
Approval Date: February Ol, 2018
Lawson industries, Inc.
NOTICE OF ACCEPTAN
B. TESTS (cONwmm)
5. Test reports on: 1) Large Missile
2) Cyclic Wind l
along with marked —up drawings and
and an elliptical arch fin —frame
Testing, Inc., Test Reports No.-s
dated 01/30/03, HETI-03-1774B, a
Seda, P. E.
(Submitted under NOA No. 03-032
6. Test reports on: 1) Air Infiltration T
2) Uniform Static A
3) Water Resistance
along with marked —up drawings and
window, prepared by Hurricane En€
02-1215, dated 04/08/02 .and HETI
Hector Medina, P. E.
(Submitted under NOA No. 02-070j
7. Test reports on: 1) Large Missile Im
2) Cyclic Wind Prey
along with marked —up drawings and
and an elliptical arch fin —frame fin
Testing, Inc., Test Reports No.'s H1
02/12/02 and IIETI-01-1098, dated
E.
pact Test per FBC, TAS 201-94
;sure Loading per FBC, TAS 203-94
installation diagram of a rectangular—, a circular arch—
ced window, prepared by Hurricane Engineering &
?TU-03-1777, dated 01/30/03, HETI-03--1774A and
ated 01/30/03, all signed and sealed by Rafael Droz—
:11)
;st, per FBC, TAS 202-94
it Pressure Test; Loading per FBC, TAS 202-94
Test, per FBC, TAS 202-94
installation diagram of a .circular arch fin —frame fixed
ineering & Testing, Inc., Test Reports No.'s HETI—
-01-1193, dated 04/08/02, both signed and sealed by
.01)
)act Test per FBC, TAS 201-94
sure Loading per FBC, TAS 203-94
nstallation diagram of a rectangular—, a circular arch—
ed window, prepared by Hurricane Engineering &
TI-02-1158, dated 04/08/02, HETI-01--1103, dated
02/11/02, all signed and sealed by Hector Medina, P.
(Suhniitted under NOA No. 02-0701 ! 01)
C. CALCULATIONS
1. Anchor verification calculations and
manufacturer, dated 03/01/12, signed
(Submitted under NOA No.12-0307.
2. Glazing complies with ASTM E1301
D. QUALITY ASSURANCE
1. Miami —Dade Department
E-2
tural analysis, complying with FBC, prepared by
sealed by Thomas 1. Sotos, P. E.
09
and Economic Resources (RER).
1sL", I 1. C_.44ti11 �. -
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
Lawson Industries, Inc.
ANCE: EVIDENCE SUB
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117 (
"Trosifol® Ultraclear, Clear, and
07/08/19.
2. Notice of Acceptance No. 14-0916.J
"SentryGlas® (Clear and White)
3. Notice of Acceptance No. 14-0423�:
their "Safex CP - Saflex and Safe
dated 06/19/14, expiring on 12/11/1I�
F. STATEMENTS
1. Statement letter of conformance to
manufacturer, dated 05/23/17, sign
2. Statement letter of no financial inti
and sealed by Thomas J. Sotos, P. El
(Submitted under NOA No. I2-030
3. Laboratory compliance letter for '
HETI49-2612, dated 09/02/09, a
07/10/09, HET149-2582, dated 0'
2613, dated 09/04/09, RETI49-
07/10/09, HETI4. 9-2581, dated 07.
by Hurricane Engineering & Testing
(Submitted under NOA No..12-030
4. Laboratory compliance letter for
ITET1-11-3363, dated 03/05/12, H]
01/30/03, R ,TI-03-1776, dated 0
1774A, dated 01/30/03 and Ia'ETI
Engineering & Testing, Inc., signed
(Submitted under NOA's No.'s 12-1
G. OTHERS
I. Notice of Acceptance No. 14-090&
"4200/ 62001rlange-1F'rame" Alumina
expiring on 08/22/17.
2. New Evidence submitted.
!1 issued to Kuraray America., Inc. for their
Color PVB Interlayers" dated 01/19/17, expiring on
A. DRAWINGS
1. Drawing No. L4220:0-6200-1201. Rev C,
Fixed Rrindow", sheets 01 through 05 of
prepared by manufacturer, signed and see
manufacturer,signed and sealed by Thou
Note: This revision consist of editorial chanR
1 issued to Kuraray America., Inc. for their
iterlayer" dated 06/25/15, expiring on 07/04/18.
5 issued to Eastman Chemical Company (MA) for
HP Composite Glass Interlayers with PET Core"
A complying with FBC 51b Edition,(2014), issued by
and sealed by Thomas J. Sotos, P. E.
•est, issued by manufacturer, dated 03/02/12, signed
� 06).
est Reports No.'s HETI-09-2614, dated 09/04/09,
11149-2586, dated 07/10/09, RETI--09 2584, dated
'/10/09, FIETI-09-2580, dated 07/10/09, B[ETI-09-
1611, dated 09/04/09, HET149 2585, dated
10/09 and BETI-092579, dated 07/10/09, all issued
Inc., signed and sealed by Candido F. Font, P. E.
'.06)
est Reports No.'s HETI-12-4010 dated 03/05/12,
I,TI43-1778, dated 01/30/03, RETI-03-1779, dated
(30/03, BET143-1777, dated 01/30/03, JIET143-
03-1774B, .dated 01/30/03, all issued by Hurricane
d sealed by Rafael Droz-S eda, P. E.
07.06)
E-3
, issued to Lawson Industries, Inc. for their Series
Fixed Window - L.M.I.", approved on 12/11/14 and
.ed "Series-4200-6200 Flange -Frame Impact
, dated 02/21/12 last revised ou NOV 21, 2017,
1 by Thomas J. Sotos, P. E, prepared by
J. Sotos, P. E.
of FBC 17 (6t' Edition) code compliance.
Zsh.aq 1. Chanda, P. E.
Product Control Examiner
NCA No. 17-1212.13
Expiration Date: August 22, 2022
Approval Date: February 01, 2018
Lawson Industries, Inc.
EVIDEN
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory d Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 017 (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 .e 'tonal drawing changes issued by Lawson Inc, signed
by Nelson Erazo, Senior design engine .
G. OVER
1. This NOA revises # 17-0531..05, expiring 08/22/22.
Ishaq I. Chanda, PA.
Produd Control Examiner
NDA No. 17-1212.13
Expiration Dates August 22, 2022
Approval Date: February 01, 201-8
E-4
SERIES-4200 /
6200 FIXED IMPACT WINDOW
FLANGE FRAME
74.0",
WINDOW WIDTH
7o.aiz•
D.L. OPG, 2' A M
O
o
o
APPROVED
WINDOW ELEVATIONS
(L M IMPACTS
A
nR
D b C
y
G
z
c
PI�
VINDOV HEIGHT
VIIDIOV HEIGHT
WINDOW mGHT
6' HAX. TYP.
AT CORNERS
MAX
M °D y
m
'Zv
..
LEG T
o W, L7 TYP3
J
0 iT
6ar
w °
z
ao
LVIN_
ID
�eJ
note
3
J o
o
dZc
VDUIOV WIDTH
WINDOW VIDTM
t00NIi 'S(ta `. LtA•
q A 'I 'G�bp
Io W 2 ti
m a
A
W
z
N
QUARTER -ROUND ELEVATION
C fi�i77i7eAIN{F
...I
O
I
HALF -ROUND TYPI .AI FIEVATION
ARCHED PICTIRF WINDOW
WINDOW
rc�
WINDOW HE[GH
v1NDOV muff
B i ii
DR. 6 INT. FALSE COLONIAL
TYPICAL ELEVATION HUNTINS ARE APPLIED W
U
Z
154
z
o
N�
�
i1
TESTED UNIT AV ILABLSILICONE AND ARE
NOTE: AVAILABLE AS OPTIONAL.
f �Im
MAXIMUM GLASS AREA TESTED APPLIES TO
c
o
H A.ON TYPI el ELEVATION
D. WIDTH
VILIDDV WIDTH
GLASS TYPES: E, F, J. K AND L - SEE ARE L.M. IMPACT
DESIGN LOAD CAPACITY TABLES ON SHEET 4 j..zT'-'w% COUNTY APPROVED
W
�
w
RECTANGULAR TWI AI El NATION
MWME ElCiURE WINDOW EI NATION
FOR SIZE LIMITATIONS OF EACH GLASS TYPE. sHTTl'1'ERs NOT REQUIRED
General Notes:�--
I') THIS
F
U
to
c
I
a
o
;
- - vlrmw �
WINDOW HEIGHT
WINDOW Io=IGHT
WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th
W
WDmw
�'
Edition) INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS 111PACT
RESISTANT.
LWmn
WINDOW WIDTH
I
�P
(SHUTTERS NOT REQUIRED)FULL
2.) WOOD BUCKS SHALL BE INSTALLED
ROUND TYPICAL {? NATION
L�
vrnwv_�
AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE
i
'
- WITH THE REQUIREMENTS
m
<
+�
RECTANGI eR TYPICAL EINATON
SQUARE PI WEE WINDOW ELEVAnoN
OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL.
'D
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 DRAWINGS ARE TO BE ENGINEERED
ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED HY
S
m
o
a
$
o
c
FO
WINDOW HEIGHT
WINDOW
HEW
��DW �
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;
a
"
°
0
0
LEG M'
(SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES).
;�
o
z
z
o
WINDOW
WIDTH
WINDOW WIDTH
6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30ft. IN THE HVHZ, THE
IXTE sHAIL E TEMPERED
a
m
d
LEGGED EYE BROW ELEVATION
I(
I vnmr.� WIDTH
II6 WIND.JJJ
RESISTANCE REQUIREMENTS er 24To COMPLYa 2411.3.3.7).THy MISSILE IMPACT
ova TYPICAL E NATION
7.) FOR OPTIONAL FRAME INSTALLATION DETAIL.§ SEE SHEETS 2 & 5.
k
4
a
,,Oy.......... Kt��/V�
ou RICR-RO ND El NATION
9.)D B BUCKS IN CONTACT WITE COLONIAL H ONCRETE MUST HE PRESSURE TREATED ANDS ARE OPTIONAL & AND ARE APPLIED / SILICONE
ANCHORED
r
ALLOWABLE LOADS
(BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR, DETAIL & NOTES)
, '
LL bWIND
I4
�HI �
FOR ALTERNATE
SHAPES AS SHOWN, CAN BE VERIFIED
10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. _
I1.) MULLING FIXED WINDOWS
° N O ,
g.G_
WINDOW HEIGH
BY INSCRIBING PICTURE WINDOW SHAPE
WITHIN A SQUARE OR RECTANGLE, AS
WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS
USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE
I°in
o
SHOW IN DOTTED LINES AND OBTAINING
LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE
s " �'M
Vio—INuuv I
WIDTH of
WINDOW WIDTH
ALLOWABLE LOADS FROM THOSE
PERIMETER
FASTEN. S ARE
FASTENERS ARE DESCRIBED HEREIN
ENTIRE MULLED SYSTEM
12. SEE SHEET
) # 5 FOR MULLION/METAL ATTACHMENT DETAILS &OPTIONS.
•.
OCTAGON TYPI a EI NATION
'FI I IpO .el' TYPICAL NATInN
FOR SIZE AND SPACING.
A
h • 1 ........
Ij
d
A
#14 S.M.S. W/ 1 1/4'
MIN EMBEDMENT INTO WOOD.
(SEE ELEVATION AT SHEET 41
FOR MAX FASTENER SPACING)
INTERIOR
NOT BY u
WEATHER
OISTURE
BY DTHEF
FINISH
INTERIOR
VS@7 INDUSTRIES, IN
SHIM'SP�
2X
BX
EIT, GRADE BACK BED➢DII
U10F
TO BE APPLIED BEHIND
WINDGW FRAME FLANGE BY
BARRIE
zINSTALLER
CTYP.)
CTYP
1 1/4' MIN.
—------- - —
BEDHEN
AYA
.1."'k
'
JAYA1Y.m
EXTERIOR
`•c;:+' s`.e li .. ;2_ ?El._y
EXT- GRADE PERIMETER
C 1 T�
CAULKINING NUT BY
TO BE APPLnID HY OTHERS
TO ii"N PPLOaTFY &
(TYP.)
OVER METAL LATH Yn
EXTERIORPLYWOOD ARC SHEATHING
HEATH
EXTERIOR SPECIFIED
BE SPECIFIED HY ARCIOTECi OR GL
CE
(EKTERIOR FINISH D [BIERS)
NOT BY LAWSON INDUSTRIES, INC.
WOOD FRAME INSTALATION
DETAIL
WINDOW INSTALLATION 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.)
3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN.
4. CONCRETE COMPRESSIVE STRENGHT = 2KSI MIN.
• WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR
MASONRY IS LESS 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 CONC, FASTENERS
INTO CONCRETE (2KSI MIN.), WITH A MINIMUM OF 1 1/4'
PENETRATION INTO WOOD OR CONC. AT 12' O,C. MAX.
x TAPCON YIELD STRENGTH, Fy=IOOKsl
ULTIMATE STRENGTH, Fu=125Ksl
ALL WOOD BUCKS IN CONTACT WITH CONCRETE —
(NOT BY LAWSON IND.) TO BE PRESSURE TREATED 6
B TO BE REVIEWED BY BLDG. OFFICIAL (TYP.)
(SEE GENERAL NOTES AT SHEET #1)
#I4 S.M.S. V/ 1 1/4-
MIN EMBEDMENT INTO WOOD.
(SEE ELEVATION AT SHEET #1
FOR MAX. FASTENER SPACING)
SILICONE ADHESIVE
f0 BED➢WG COMPOUND
RMRIOR r LAMINATED GLASS
Exr. GRADE C z EXTERIOR O
CAULK
EXTERIOR GRADE—
PFRTMFTFR rAl ll I TNr.
�_VINDOV FRAME WIDTH
1' MIN
GE DLSTAN
014 S.M.S. W/ 1 1/4'
MIN EMBEDMENT INTO WOOD.
1/4' TAPCON W/ 1 1/4'
MIN. EMBEDMENT INTO CONC.
(SEEELEVATION AT SHEET #1
_
(SEE ELEVATION AT SHEET #1
FOR MAX FASTENER SPACING)
FOR MAX. FASTENER SPACING)
EXT. GRADE
1 1/8' MIN.
CAULK
J4'
nlsT�ta`
MIN.
EMBEDMENT
O
EXTERIOR GRADE -
PERIMETER CAULKI
.PT. WOOD BUCKS
0
' 1/4' TAPCIIN W/ 1 1/4'
MIN . EMBEDMENT INTO CONC.
(SEE ELEVATION AT SHEET #1
N C C!
FOR MAX FASTENER SPACING)
o
rnp ua q
7V4"
zrHIN
E!®EDMENT
Z
W q
1 1/8, HIM.
'
=
t EDGE DISTANCE
tj
- o-RF
1>
U
z�
P.T WOOD BUCK NOT BY LAWSON IND.
MUST SUSTAIN IMPOSED LOADS
11HEDMENT
i SILICONE A➢HESIVE
BEDDING COMPOUND
�
EXTERIOR INTERIOR
z
MAX, �!
1IM >
YP 10 LAMINATED GLASS'RODUCf nNWW
O 3 namrPlylnswmltm Ref9
11 Nu1AinRC"s
EXTERIOR GRADE—-,)bapi[ffbu {luh T`< 2
PERIMETER CAULKING � K `
j1P
a• `:
...........................
a
'd . /..
` n,` 4 •� ^. 1 1/4' MIN. ..�+ • d:
.d: a EMBEBMENI !
M p
Ill
�alvl �zmz�
LAMINATED INSULATED GLASS COMPOSITION TYPE H
— DESCRIPTION DETAI,
1 1/8' ANN. GLASS
2 0.090' SAFLEX PVH by. Eastman Chemical Ca ® -1/4.
3 1/8- ANNEALED GLASS .n• --_ - nns
4 1/4' INSULATED AIR SPACE
5 C.) 1/8' ANNEALED DR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSITION TYPE C
ITF3M
DESCRIPTION
DETAIL
1
1/8' ANNEALED GLASS
® -1/4. a
va• -- _ -
2
0D90' SAFLEX PVB by- Eastman Chenlcnl Co.
3
1/8' ANNEALED GLASS
4
1/4' INSULATED AIR SPACE
5 (at)
3/16' ANNEALED OR TEMPERED GLASS
IWENATED INSULATED GLASS COMPOSITION TYPE F
[1•BM
DESCIiIP170N
DETAIL
ve• -- __
^- ®-1/'•'n I
II-1- ne
aiw
f
I
1/8' HEAT-STRENGHTENED GLASS
2
0.090' TROSIFOL PVB by. Kuraray America, Inc
3
1/8' HEAT-STRENGHTENED GLASS
4
1/4' INSULATED AIR SPACE
5 (N)
1/8' ANNEALED OR TEMPERED GLASS
LAMINATED INSULATED GLASS COMPOSPTION TYPE G
ITEM
DESCRIPTION
1
1/8' NEAT-STRENGHTENED GLASS
3/16•_______ -
2
0.090' TROSIF[]L_PV�Jiy� Kuc¢c¢y_Anerica,-Inca
— - — —®-•Y4 a
3
1/8' HEAT-STRENGHTENED GLASS
ve• =_�
n3w
4
1/4' INSULATED AIR SPACE
5 (-)
3/16' ANNEALED OR TEMPERED GLASS
1
LAMINATED
INSULATED GLASS COMPOSITION TYPE L
ITEM
DESCRIPTION
DETAIL
3/16• _ -------
1
3/16' HEAT-STRENGHTENED GLASS
2
0.090' TR13SIFIlL PVB by- Kuraray America, Inc.
® y4•
ann• _____- —_=_ °
3
3/16' HEAT-STRENGHTENED GLASS
4
1/4' INSULATED AIR SPACE
,T__ °A6°•
-
5
3/16' TEMPERED GLASS
Notes•
1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES.
W WINDOWS WITH GLASS TYPES "B, C, F. OR G" INSTALLED
ABOVE 30 IT. IN THE HM, THE I.G. EXTERIOR LITE SHALL
BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT
RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7).
5 16 LAMINATED GLASS COMPOSITION - TYPE A
ITEM
GLASS DESCRD"1'ION
DETAIL
-_-
1
1/8' ANNEALED GLASS
2
0.090' TROSIFOL PVE by. Kuraray Anerlc¢, Inc.
�
_
1 pD.
3
1/8' ANNEALED GLASS
5 16 LAMINATED GLASS COMPOSITION - TYPE D
ITEM
GLASS DESCRIPTION
Lj DETAIL
_
.ve•
I
1/8' HEAT-STRENGHTENED GLASS
2 10,090-
TROSIFUL PVH by. Kuraray Anerlca, Inc.
'CAW •
3
1/8' HEAT-STRENGHTENED GLASS
13 32 LAMINATED GLASS COMPOSITION - TYPE E
ITEM
GL4S8 DESCRIPTION
L DETAIL
1
3/16' HEAT-STRENGHTENED GLASS
1/e• -_
a o9a•
2
0.090' SAFLEX PVH byi Eastman Chenlcnl Co.
3
1/9' HEAT-STRENGHTENED GLASS
7 16" LAMINATED GLASS COMPOSITION - TYPE H
ITEM
GLASS DESCRIPTION
1
3/16' ANNEALED GLASS
3/16•no9a•2
0.090' SAFLEX PVB by- Eastnan Chemical Co.3/t6�
-
W2,
3
3/16' ANNEALED GLASS
COMPOSITION - TYPE I
ITEM_
—GIASS_DESCRIPITON
-DETAII.
2/16,
A-W 0,416
1 3/16• ---'- _
I 1
1
3/16' ANNEALED GLASS
2
0.090' TROSIFOL PVB by. Kuraray America, Inc.
3
3/16' ANNEALED GLASS
7 16" LAMINATED GLASS COMPOSITION - TYPE 7
ITEM
GLASS DESCRIPTION
DETAIL
1
2
3/16' HEAT-STRENGHTENE➢ GLASS
0,090SENTRYGLASS by, Kuraray America, Inc
3/16• T
oh6i
3/161 =--_ -. ---_
T,
3
3/16' HEAT-STRENGHTENED GLASS
7 16' LAMINATED GLASS COMPOSITION - TYPE K
ITEM
I GLASS DESCRIPTION
3 DETAIL
1
3/16' HEAT-STRENGHTENED GLASS
3/16' -_--_�
2
0.090' TROSIFO460
L PVH by. Kuraray Anerlca, Inc,
.0.090• _--p
3/16• --
1
3
3/16- HEAT-STRENGHTENED GLASS
SILICONE
SCHNEE-MOREHEAD SM 5731 y
DOW CORNING 899 a;
TREMCO SPECTRUM 2 C O
a)
e
LAMINATED o m V Q o
MONOLITHIC
ill„I 34��wW�
GLAZING STOP Z W o'
® CIRCULAR WOWS. c o = Z c
w =
Co . ti
LAMINATED 3 LAMINATED 4 W v.
MONOLITFIIC MONOLITHIC
w W
0.600' a600' H
GLAZING DEPTH GLAZING DEPTH ® °' I* •.mil p9
O F,
2 r4 CO Z
LAMINATED NHN C I
MONOLITHIC W ❑ .O
'SILICONE DPTIONS'. v O
_— ---- DDW CORNING 899 C
SCHNEE-MOREHEAD 5731 _ _� _to I _ _
TREMCO SPECTRUM 2 n
GLAZING DEPTH
N F
LAMINATED MONOLITHIC GLASS. 2 ? .
TYPICAL GLAZING DETAIL
N 4 N
TA
J sW s
U
d i a
6
12 5 12 B�%I't%t191igi", ,
-•----------- a ♦ � pia
'SILICONE OPTIONS'. _ - _ _� _ _= PRujwCf wnTM _--_-_--_---_ -- - DOW CORNING 899 a¢•i wifilreFTwflt � � acV t-MOREHEAD 5731SCHNEEupG
-"---- - - TREMCO SPECTRUM 2AMINA
eC
INSULAR LAMINATED
-asoo. INSULATED �a6aa•`YCd
GLAZING DEPTH GLAZING DEPTH
LAMINATED ANSULATED GLASS TYPICAL GLAZING DETAIL '`t•::. �, '
36.
68
68
68
68
65
68
E
68
68
68
68
6569
68
f
68
(
68
68
Ei5
68
68
f
68
68
fiB
58
65
88
fiB
E
68
f8
68
68
65
6B
68
E
68
69
68
68
55
68
68
E
68
68
68
68
65
BB
68
E
48"
68
68
68
6B
65
fiB
68
6e
68
68
68
68
65
68
68
SE
x
x
x
68
65
88
68
1 5E
X
I x
x
1 68
65
68
68
68
6B
68
68
65
68
fiB
6
68
68
68
68
65
6B
68
6
68
®
68
m 68
65
6B
68
8
60"
x
x
x
68
55
68
68
64
x
x
x
68
85
68
68
1x
x
x
x
x
55
x
X
x
x
x
x
x
65
1 x
X
x
68
6B
68
68
65
68
68
6
68
6B
68
58
65
6B
68
9
x
x
x
68
65
6B
68
65
72°
x
x
x
x
65
68
x
x
x
x
x
x
65
x
x
x
x
x
x
x
65
x
x
x
x
x
x
x
65
x
x
x
68
68
68
68
65
6B
68
BE
58
68
68
68
65
68
68
6E
X
x
x
68
65
68 1
68
64.
74-
x
x
x
x
65
x
x
x
x
x
x
x
55
x
—
�N—
x
x
x
65 1
x Ix
x
x
x
x
x
65
x
x
x
68
68
68
68
65
68
68
66
x
x
x
68
65
68
68
E8
84"
x
x
x
x
65
68
x
x
x
x
x
x
6.5
x
x
x
x
x
x
x
85
x
x
x
68
68
68 1
68
85
68
68
68
9IT,
X
X
x
68
65
58
68
x
x
x
x
x
65
x
x
x
x
x
x
x
65
x
x
x
x
x
x
F.
65
68
68
68
10B'
x
x
x I
x
65
x
x
x
x
x
x
x
65
x
x
x
x
x
x
68
65
6B
68
x
120'
x
X
x
X
x
X I
x
x
65
65 1
x
x I
x
x
v
x
x
4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY - PSF
WINDOW
DIMS.
GLASS TYPES '
LENGTH
A
B
C
D
_ E_
F
G
H
I
J
K
L
n.
+/- DP
+/. OP
+A DP
+1- DP
+1- OP
.1- DP
+1- DP
+l- DP
+/. OP
-+/- OP
; - DP
+/_ DP
68
68
68
68
65
68
68
68
68
78
65
68
041-
68
68
68
68
65
68
68
68
6B
78
65
6B
26'
B.
68
63
68
65
Be
68
'fib
68
78
65
68
68
68
68
68
65
68
68
fi8
68
78
65
68
68
68
68
65
68
68
68
68
78
65
68
19.1/8'
68
68
68
68
65
68
68
68
6B
78
65
68
26.11T
68
68
68
68
65
68
68
68
68
78
65
68
3T
38-3/8'
68
68
68
68
65
58
68
662
66.2
78
65
68
48°'
1
68
68
68
1 68
65
68
68
63.8
63.8
78
65
68
531/8°
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
66
21 1/T
68
68
68
68
65
68
68
68
68
78
65
68
3T
50519"
68
68
68
68
65
68
68
662
662
78
65
68
48'
x
x
x
68
65
68
68
z
51
78
65
68
531/8'
x
x
z
68
65
68
68
x
x
76
65
68
19-1/8°
68
68
68
68
65
68
68
68
68
78
65
68
26.11T
66
68
68
68
65
68
68
68
66
76
65
68
3T
58'
68
68
68
68
65
68
68
x
66.2
76
65
68
48"
x
x
x
68
65
68
68
z
x
78
65
68
531/8°
x
z
x
x
65
x
x
x
x
78
65
6B
19-1/8'
68
68
68
68
65
68
68
68
68
78
65
68
26-1/2'
68 1
6B
68
68
65
68
68
68
68
78
65
68
3T
BY
x
x
x
68
65
68
6B
x
66.2
78
65
68
48°
x
x
x
x
65
68
x
x
x
78
65
68
53-1/8°
x
x
x
x
65
x
x
x
x
78
65
68
19-1/B'
68
68
68
68
65
68
68
68
68
78
65
.68
26.1/T
68
68
68
68 1
65
68
6B
x
68
78
ES
683T
74'
x
x
x
68
65
68
68
x
x
78
65
68
48'
x
_ x
x
x
--65—
—x—
—x—
x—
x—
75:6-
—
—68—
-53-11
x
x
x
x
65
x
z
x
x
72
68
68
68
68
65
68
68
6B
68
'78
.26-1/2'
68
68
68
68
65
68
68
x
68
78
3T
74-1/4'
x
x
x
68
65
68
68
x
x
78
=6519-1/6'
48°
x
x
x
x
65
x
zxx
75253116'
x
x
x
x
65
x
x
z
x
71.6
Notes (*):
1.) SEE SHEET 3 FOR GLAZING TYPES, DETAIIS & SILICONE OPTIONS.
)K 2_) WINDOWS WITH GLASS TYPES -B, C. F, OR G' INSTALLED
ABOVE 30 FT. 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).
W
L
J
3
NQIE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
PRODUCE REVISM
1'0MIlllplyin Wilk the I?"I Code
'rGdt
't"cetnec-Nu� rziz• r 3
w
7
C
e �
� �
m
�
s
h
$
v oW
o
�dlSo � I Imzl�xl�
N
A—o
BILL OF MATERIALS
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
REMARKS
1
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-TS
-
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-TS
-
7
/ 8 X 3/4"
2/ CORNER
ASSEMBLY SCREWS
-
P.H. PHILLIPS
8
L-4204
AS READ.
GLAZING BEAD AT CIRCULAR WDWS.
6063-T5
-
9
VWS-004
AS READ.
GLAZING GASKET
SOFT PVC
-
10
•
AS REQD.
GLAZING SILICONE
11
PL 75.6020
AS REQD.
GLAZING SETTING BLOCK
SOFT PVC
1/8" X 1/8' X 2"
12
812-251-1-357 1
AS REQD.
•'TruSeol" Dura Seal Swiggle Spacer
1/4" BLACK
1/4" AIR SPACE
WINDOW ERAME EXTRUSION DETAILS -
2.643
1.281
310
.781 .062
TYP
pgl
.850.040 r
391
050
TYP.
d
.773
II
4�Lso9
j
FRAME HEAD/SILL/JAMB
2 GLAZING STOP
(5/16" GLASS)
040
X.
:jlF310
.850 —I
272
•040 250
—�'
O50
TYP.
TYP, ,773
.773
3 GLAZING STOP
(3/8" & 13/32' GLASS)
4 GLAZING STOP (7/16" GLASS)
.310
A50
.B50 0
050
.050
2 O50 .0 2
TYP.
TYP.
.684
5
6 .800
INSULATED GLAZING STOP
W/ 5/16" LAMINATED GLASS
INSULATED GLAZING STOP
W/ 7/16" LAMINATED GLASS
.050
TYP. roIrU
_fB
8.466+-I0.0 3UTAcRE P
K"r"ray •
by
�. (—
GLAZING STOP (CIRCULAR WDW.I
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
+7r x
11- FNAM 91 I e H Fa
7
RECT. OR SQUARE WINDOWS
CIRTYPI
MITER CANNERS OR ARTIER CORNERS
ai CE NER
.ENSTR xTON
OOR
2
j
O
FRAME RADIUS JOINT
FRAME END
CORNER
FRAME CORNER & SOMT
DETAILS
SEALANT:
FRAME CORNERS, OR JOINTS SEALED WITH A COLORED
SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR
SILICONE
IN
0 i
PRODuctREVIIIwa
4n 14th Lbe FIGA&
/►argn'vaaxo 17-lZ/Z•�3
�1tiMia 4te kv 2 7-J-
5rw^
z
W
�--F-
pq
5I
W
tN
T
N
n
C
O
9 i
SEE MUWON APPROVALS FOR 5 �S
MULLIONTYPE, SIZE AND MAX.
N 12 X 3/4' S.D.S. pESIGN PRESSURE LIMITATIONS. `o o .�•+
FLAT HEAD, PHILLIPS. i n s
AT 12' D.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF
1/4' MAX. THE WINDOW OR MULL SHALL GOVERN $ _`
SHIM
c o f ti ff
a'
f 12 S.D.S. X 1 1/4" L 4.4 m Is v
O
�� II .AT 12' D.C. MAX.
II II NOTE:
1. ALL STEEL IN CONTACT WITH �4p6ttli;{{{g
ALUM. TO BE PAINTED OR PLATED. ;Q
_ __ —__—_ — _— 2. METAL STRUCTURES: ,,0•:,'��.�.N��Ppe
A) STEEL : Fy 36 KSI WN. �e Q M S.
(STEEL 18 GA. MIN. THICK — 0.048')
B) ALUMINUM 6063—T5 MIN. f%'
. (ALUM. 0.078' MIN. THICK) .. 1.y �` ' •;,
EXTERIOR WINDOW FRAME PERIMETER WINDOW FRAME`;=„u '+ r '� / • 4 p
EXTERIOR GRADE 2 SEALANT EXTERIOR E 1��+Y cl
PERIMETER CAWING
7
FRAME MLUTTN. DETAIL METAL STRUM F ATTACHMENT DETAI °D✓:F °" i+_,•.a • s c