HomeMy WebLinkAboutNOAs'LSl'J111I Y •
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
MIAMI-DADS COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Sned, Room 208
Miami, Florida33175-2474
T (7k§) 313-2590 F (786) 315-2599
Miami, W 33172 et - �, �J Q SCANNED
Miami, FI.33172 BY
SCOPE: St. Lucie Coullttt
This NOA is being issued under the applrcable rules and regulations governing the use of construA
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-
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 -Dada 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 materiel within their jurisdiction. PERA
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 bode.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
inolriding the High Velocity hurricane Zone.
DESCRIPTIONS Series "360" Aluminum Single Hung Window - L M.L
APPROVAL DOCUMENT: Drawing No. W05-04, titled Series • "Aluminum• Single Hung Window
(L.M.I.)", sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 14, dated 01/29/05, prepared by AI-Farooq
Corporation, with the latest revision "D" dated 01/03/12, signed and sealed by Javad Ahmad, P. E., bearing
the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and
Expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large Missile Impact Resistant: .
LIMITATIONS: Glass lites wider than 36" shall have two setting blocks per-FBC requirements.
LABELING: Each unit shall beer a permanent label with the manufacturer's name or logo, city, state,
model/ 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 coda negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration data 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. 09-1210.05 and consists of this page 1, evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascoa, P. E.
NOA No.12-0221.14
aS py 0 -7, Expiration, Date: May 05, 2015
•lam, �ti if,LUCIECOW IIU_ILI)vic fflffi�te: May03,2012
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CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
- - -1. Manufacturer's die drawings and sections. -
(Subnd&d underpin iousNOA No. 08-1208.06 and 05-0215.02)
L Drawing No. W05-04, titled Series "Aluminum Single Hung Window (L.M.I.)",
sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 14, dated 01/28/05, prepared by
Al-Farooq Corporation, with the latest revision "D" dated 01/03/12, signed and
sealed by Javad Ahmed, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test, per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading, per FBC, TAS 203 94
6) Forced Entry Test, Type "A -A" vertical sliding window, Grade
10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 58",
AAMA 1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of aluminum single hung
windows, prepared by . Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0402-08, specimens 1, 2,3 and 4, and HTL-0080-0323-04, specimens
1, 2, 3, 4, 5, 6, 7 and 9, dated 04/03/08-07/22/08 and 03/29/04-04/02/04, both signed
and sealed by Vinu J. Abraham, P. E.
(Submkfed underpmrtousNOA'sNo.'s 08-12OL06 and 05-0215.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 02/12/12, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmed, P. E.
2. Glazing compiles with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami -Dade. Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on'
01/14/17.
Jaime D. Quoin, P. E.
Product Control Section Supervisor
NOA No. 12-O'121.14
Expiration Date: Mny O5, 2015
Approval Date: May 03, 2012
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CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
---2.- Notice of Acceptance No. 08-0520.09 issued -to- Solutia,- Ina -for their "-Vanceva
Composites Glass Interleyer" dated 07/17/09, expiring on 12/11/13.
3. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc. for their "Satiex HP
Glass Iaterlayer" dated 04/17/08, expiring on 04/14/13.
F. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the
FBC-2010, dated 01/20/12, signed and sealed by Saved Ahmad, P. E.
2. Laboratory compliance letters for Test Report No. HTL-MO-0402-08, specimens
1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, Signed and
sealed by Vinu J. Abraham, P. E.
(Submitted under previous NOA No. 08-1208.06)
3. Laboratory compliance letters for Test Report No. HTL OON4323-04, specimens
1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04,
signed and sealed by Vinu J. Abraham, P. E.
(Submitted underpreviousNOA No. OS-0215.02)
G. OTHERS
1. Notice of Acceptance No. 09-1210.05, issued to CGI Windows & Doors for their
"Series-360 Aluminum Single Hung Window - L.M.I.", approved on 04/07/10 and
expiring on 05105115.
YAC��-
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.12-0221.14
Expiration Date: May 05, 2015
Approval Date: May 03, 2012
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Installation Type "A"' IMPORTANT, NDIE:
w/ 1 x 4 Beveled P.T. Wood Buck Wood Bucks must sustain
loads imposed by glazing
system and transfer
e. them to the building
Buck bed in d•. • structure.
sealant (typ) —•. i _ ..
1/4' Dia.
Flat Head
Tap -Con
Screws
(or equal)
.at1i1o1caml,MAW "Am -=
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ant
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v
3 1/2-
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Wood Buck (typ.)
TYPICAL ANCHORS: sa cuu. Tae vAma
Ile Om IRIRACON BY 'ELCO' g..1n KM, fy W M)
1,14! DUA Mtn NNW -CON 9 ye.1 3 M f1.131 Ks)
INTO 2BY WOOD BUMOR WOOD STRUCTURES
1-I/2' UK PENETRATION INTO WOOD
THRU IBY BUCKS INTO DON- OR MASONRY
1-1/4' MIN. EMBED INTO CON- OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-3/e' MIN. EMBED INTO CONC. OR MASONRY
I DIL SELF DRA 120 SCREWS (aRMC z Cleg
INTO METAL STRUCTURES
STEEL : t2 GA 11m. (ry - 30 KSI MIN.)
ALUMINUM : Ile THK. Met. (60e3-Te ION.)
(STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
A14 QHI OR Mr DRI U W . SCREWS
INTO 10AW-OADE COUNTY APPROM MULLIONS (MIN. INK. - .090')
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY . 2-1/2' MIN.
INTO WOOD STRUCTURE - I' MIN.
INTO METAL STRUCTURE . 3/4' WIN.
CONMETE AT WAD. SILL OR LABS rc - 3000 PSI OIL
C-90 H011aw/TALED RM AT MISS rm . 2000 P31 MOL
Values for Installation Type 'A' apply to the following installation types, with
maximum shim space 1/4':
I- Using lby P.T. wood bucks, min. 5/8- thick,
2- Directly into mosonry, without the use of wood pucks.
3- Directly Into a steel or aluminum structure
min. 1/8' thick and using #14 Take or SMS.
Structure must be designed by others to sustain the loads imposed
by the window.
FRODUcrpuvm
BeddlellN� PkVAA
A4t�wHe4 C
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e "
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m
4
a • i
a
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JB & JT Wood Buck (typ.)
11 Optional
Seatont flan -beveled
ri Wood Buck
O (dotted)
Installation Type "C"
Need on wood penetration only
using t x 4 oe 2 x 4 wood bucks
Buck bed in
seolant (typ)
d • I r u e l u r
Sealant
1/4" Old. Flat Head (typ)
E
Sheet Melol Screws or
1/4" Did. Tap -Con
Fasteners O
E R
V
t x 4& 2 x 4 P.T.
Wood Buck (typ)
- -
See Installation
i
Types 'A" & B•
•
furl x4dr2 x4
P.T. Wood Buck Styles
\
IMPORTANT NOTE:
Wood Bucks must sustain
loads imposed by glazing
•
system and transfer
them to the building
structure.
JB&JT
u+a..e�..mrsm'°e
f 3/B• Min.
NW
Aet9�w - 1r 14
5
Tatal Wood
Penetration
cax
Optional
Non -beveled
$O
Sealant Wood Buck
(dotted)
—
a euvelur• 2
p W05-04
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Vertical Mullion Performance Horizontal Mullion Performance a9e(�V
Tributary Width W1 * For Window Pertormonce, refer to sheets 3 or 4 nwam a ,Y
.wm
For Window Perlomwnce, rater to Shasta 3 or 4 I
Wl W2 WI W2 p
n 4116-
Take
: 1' FX
Oyp)Teke or SMS
MEl
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12
Standard _Installation High Load Installation (mull length Wit
Width - I
(• o additional holes to be drilled by Installer) I-L-I y
1' x 4- x 1/0- Ihk. Uuntinum _ -
Tube Mullion (unclipped at ends;
(Mull length - Wdw Height - I) warn. all®. ex® P® nXIS m u® Bmi womaw w am 9)W amas Wu aM8 m9 w➢IWw blw6 Bi® ima wma 61m WCI ®a
wmx 1k'Lll 004.) a da4-) oa4. a Wt-7 4.) a wt4-1 wmx Inar W..(.) a wr4- WA.) a 104-1 0040) a ant-) woln Intuit DRA. a MA-) oa4.) a 9n4-) m4.1 a MIA-) ly ^ p
or loss 91m also W M] 1J•a 1.7 aFl/f' W also xlm E21"
#14 s 3/4" FH ar IA9 also also ]0•Mat 1F1/ also also Teke Or ST15 W MOA also also a• 2" 101] IIJ 1/r 311M1WA afm CZ 1W lam VU 9104 W .01 0as m A ITU alsoGtl' It" also also W 41.1 aLl Ml el-1/w• Sm also W 1111 91m mm 4T MA� nANot lain. lose also �SS CJ
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or wAaMA--p104 nr a4 w na a sr ae7 1094_ 21m
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10100 N.W. 25TH STREET YIMu,n Am 74
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N
FIIIAMI-EkAM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCR INCIA) -.1 - - I
1070 Technology Drive rl�%
North Venice, FL 34275 SCANNED
SCOPE.- BY
St. Lucie County
This NOA is being issued under the applicableflic hlnd;i%�gulations governing ft use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA
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-Dadc County Product Control
Section (In Maud Dade County) andfor 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 theirjurisdiction. PERA
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.
'Mis product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIEPTION.- Series "SH-20011 Aluminum Single Hung Window — NX
APPROV,kL DOCUMENT: Drawing No. MD-SH200-01, titled "Single Hung Window Installation"
sheets I through 8 of 8, dated 05111/11 with revision A dated 10/10/11, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miarni-Dadc County Product Control Revision stamp
with the Notice of Acceptance nurnber and expiration date by the Miami -Dade County Product Control
Section.
MISsILE IwAcT RATING- None
LABELING: Each unit shall bear a Permanent label with the maiiufficturees name or logo, city, state,
model/series, and following statement: 'Miami -Dade County Product Control Approvedn, 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, andfor 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 causefbr 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 thejob site at the request of the Building Official.
This NOA reviseg NOA # 11-0614.01 and consists of this page I and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
M" COUNTYM NOA No. 11-1013.12
Expiration Date: September 01, 2016
Approval Date: December 08,2011
Pagel
C r
TABLE 1; TABLE 2: 1 1
TABLPq,
Insulated Glass Types
1118" Annealed, I/#' AImpace.
118" Annealed
H
13116" Annealed, 311WAImpece,
IffAnnealed
I
1119'Tempamd, lWAImpace, I/6"Tempoied
J
13116' Tempomd, 3116- Almloace. 118" Tempand!
FJGUREA:8ASH
CROSS SECTION
IWITH MONOLITHIC
GLASS)
MISIBLELIGHT
HEIGHT
SASH HEIGHT - 3.011V
BASH
HEIGHT
NOTES
1) USE THIS TABLE FOR ALL WINDOWSTHATARE GLAZED WT14 118-
ANNEALED GLASS ITYPE A),
2) FOR SIZES NOT SHOWN, ROUND —UP TO THE NEXTAVAILAOLE WIDTH
OR HEIGHT DIMENSION SHOWN ON THETABLE.
wo,
LU
o
<
z
Lu
C)
ft
D
z
w
LU
z
-E
Rc
0
U
3
U
�jv :
TABLE 4:
mulmurn
Window
lialghtl
Saab HelghO
(000 Figure A. this sheet)
Design Pressure (lbs/ft 2 ) for Glass Type 8 - J, Fin & Flange Frame
Mulmurn Window Width'
20-112"
3Y
37'
411-
45-
49"
63-118,
23-
11-9/16" (Equal Ufa)
+55.0
.90.0
+55.0
.90.0
+65.0
.00.0
+65.0
.90.0
456.0
-00.0
+55.01
.60.0
+65.0
.90.0
+55.0
.90,0
under 18-9/16"
+68,0
-90,0
+66.0
.90.0
+66.0
.90.0
+66.0
-90X
+66.0
-90.0
+66.0
.84.3
+65.0
-78.0
+55.0
-72.0
37-
18-911611 (Equal Ute)
+56.0
-90.0
+66.0
-90.0
+55.0
-90.0
+65.0
.90.0
+66.0
-00.0
+66.0
-510
+66.0
-81.1
E476.0
+65.0
.73.4
Over 18-9116"
+55.0
.90.0
+65.0
.90.0
+56.0
.90.0
+65.0
-90.0
+55.0
-90.0
+65.0
-64.3
+65.0
6.0
+55.0
-:5-
.9
of 16-718*
+55.0
-80.0
+55.0
-90.0
+55.0
-90.0
+55.0
-60.0
+55.0
-88.5
+55.0
-81.8
+S5.O
-75,0
+66.0
.68.6 1
38-SIV
16--48� E 10MIF3,-
76-6.0
-90.0
+55.0
-90.0
+55.0
.90.0
+55.0
.90.0
+56.0
-00.0
+65.0
-87.9
485.0
-78.8
+55.0
.71.2
10-1/4- (Equal Lila)
+65.0
.90.0
+56.0
-90S
465.0
.90.0
+55.0
.00.0
+55.0
.90.0
+55.0
.67.9
+55.0
.78.8
+550
.71.2
owr 19-114-
+66.0
.90.0
+55.0
-90.0
1465.0
.90.0
+55.0
.90.0
+55.0
-08.6
+65,0
.81.8
+66.0
-76.0
+1 FBO
78-.5
under 19,911
+65.0
-90.0
+55.01
.90.0
456.01
-90.0
+55,0,
-86.5
+66.0,
-00.2
+65.0
.73.2
+56.0
.68.3
+65.0
45"
19-9118- thru 22-5/6' 3
+66.0
-90,0
+65,01
.90.0
+55.0
.90.0
+56,0
.00.0
+66.0
-09,11
+66.0
-78,6
+65.0
.70.0
+55.0
-.63,0
22-911W (Equal Ute)
�6-6.0
-T0-.0
65.0
-90.0
-76-5.0-
--Toff
+66.0
.90.0
*55.0
-B%3
+66.0
-7a.6
+66.0
-70.0
+55,0
-53.0
omr22-9/10'
+65.0
-90.0
+66.01
.00.0
+66.0
-913.0
+85.0
.86.5
+rA,O
.80.2
+65.0
.73.2
+56.0
-86.3
+55,0
-59.7
under20-1/8"
+66.0
.90.0
+56.01
-00.0
+66.0
.68,0
+65.0
-61.8
+65.0
.76.7
+66,0
.09,2
1+86.01
-62.8
+66.0
-67,7
49"
20418' thM 24.11213
+65.0
-90.0
+654
.90,0
+66.0
-9DO
+65.0
40.0
+65.0
.84.8
+55.0
.74.2
+66.0
-65.9
+55.0
-69.1
2"116' (Equal Uta)
+65.0
-W.0
+5S.0
.90.0
*65.0
-9D.O
455.0
.90.0
+55.0
.84.6
+55.0
.742
+55.0
.05.9
+56.0
-59.1
-ow24-8/10'
+55.0
-8D.0
455.0
.00.0
+55.0
-88.0
+65.0
-81.8
+56.0
-76.7
+55,0
-69.2
+55.0
.62.8
+66,0
-67.7
undar20-13116"
+65.0
-90,0
466.0
.00.0
+55.0
-83.5
455.0
-70.1
+65.0
-74.0
+55.0
.07.3
485.0
41.9
+66.0
.66.6
-:W.8-
20-13/19'thm24-1 116"
+55.0
-90.0
+55.0
-90.0
+65.01
-90.0
1+55.01
.90.0
+65.01
-83.2
+116.0
-72.7
+56.0
-64.6
+S&O
2AVr (Equal Lite)
+55.0
.90.0
+65.0
-90.0
456.0
.80.0
+66.0
40,0
+55.0
.83.2
+55.0
-717
+65.0
-64.5
+56.0
-57.6
owr24-3/41
+65.0
-0.0
+65.0
-90.0
+55.0
-63.6
+66.0
.70.1
+65.01
.74.0
+56,0
.87.3
+55.0
-al.0
+66,0
-68.8
under24-15/16"
+85.0
-07.9
+66.0
.76.0
+55.0
.66.7
+65.0
.62.3
+55.0
.60.0
+56.0
-66.8
+63.2
.53.2
+49.6
'49.6
24-iviv thru Ito-sx, 3
+66.0
.87.9
+56.0
.76.0
+65.0
.74.1
+65.0
-74.1
+66.0
-74A
+56.01
-66.6
+55.0
.67.6
+61,11
30-9/18" (Equal Lite)
+65.0
-87.9
+66.0
-76.8
+65.0
.74.1
+55.0
-74A
+65,0
-74.1
+65.0
.65.6
+55.0,
.57.5
+51.1
. -61.1 .
Over 30-9116'
+66.0
-67.0
+55.0
.76.8
+55.0
.74.1
+55.0
-74,11
+S5.0
.74.D
*56.0
.66.5
+65.0
-67.5
+51.1
.51.1
under260411
+65.0
.83.0
+55.0
.71.7
+55.0
.02.0
465.0
-59.0
+66.0
-57.8
+64.5
-54.6
+61.3
-51.3
+48.3
48.3
63"
26-3/4" thru 31-618"
+55,0
.83.0
+55.0
.71.7
455.0
.89.4
+55.0
-69.4
+65.0
.09.4
465,0
.64.6
+65.0
-65.6
+80.2
.60,2
31-9116- (Equal Ute)
455.0
-83.0
465.0 1
.71.7
-55.0 1
-89A
+65.0
.60.4
+65.0
.89.4
+66.0
75-
+55.0
1
-56.5
+50.2
-:i7-
02
over311-9110'
466.0
.63.9
+55.0
-71.7 1+65.0
-119.4
1+55.0
.69.4
1+66.0
69.4
+55..D
.64.6
*56.0
-55.6
+60.2
-50.2
under2M4"
+66.0
.68.3
+66.0
.59.3
+52.1
-Ml
+61.6
-611,6
+61.5
.51.5
+51.6
.51.6
+60.0
-60.0
+46.4
46A
73P
2W14- thrit 31345/8"b
+66.0
-68.3
+65.0
-58.3
452.1
.52.1
+51.6
.51.5
+61.5
-61.6
+61.6
.51.6
+51.6
-51.5
+40.4
-:T6-4
36-9118- (Equal Ula)
+66.0
-68.3
*66,0
-66.3
+62.1
.62.1
+61.6
-61.5
+51.6
-51.5
+51.6
.61.6
+Si.5
-51.6
+46.4
ZST
QW3"116-
455.0
-68.3
+66.0
-56.3
+62.1
-621
+61.6
-51.5
+51�15
-51.5
+51.6
.51.5
+61.61
.51.5
+46.4,
46A
under 31-3/4- 1
466.0
-62.5
450.6
-50.8
+40.3
46.3
+45.2
-46.2
+46.,0
-46.0
+46.0
46.0
1+46.01
46.0 1+46.01
45.0
78-
31:L4' 31OU3
+56.0
-62.5
+80,8
-50,8
+48.3
46.3
+46.2
45.2
0
�+41 0
46.0 1+45.01
15�0
71hN
3D.1 116" eq,7s)
+56.0
.82.6
+60.8
.50.8
+46.3
48.3
+45.2
4&2
+460
45 0
+450
46.0
__I
1+46.01
46.0 1+46.01
1 Tip-ta-Up dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1".
2 0WaIl sash holght. Far cloar daylight height, subtract 3-0/18.
3 Size range includes Do standard PRi-Maw (3-over-2 conlIgumflon) for the given Window Height.
For overall sash Wchh. subtract 2-16/18" fiern the buck dimension.
TABLE 2
Monolithic Glass Types
A
1/8" Annealed
B
Iff Tempered
C
3116" Annealed
D
3116" Tempered
E
114- Annealed
F
1/4" Tempered
TABLES:
Inaulatad Glass Types
2
1 1/41 Airspace, 1/8"Annealad
H
.11S.Annealed,
I - Annealed, 3116' Airspace, 11V Annealed
ampere , 1/411 Aftspace, 116" Tempered
J
3116". Tempered, 31161 Airspace, Val Ternparecil
FIGURE &- I
CROSS SEC
(NTH I.G. C
VISIBi
HE
SASH HEI
SASH
HT
14.
C�
a,
!2
U)
r13
OZ ,
LIJ
U)
Ll
K
I C
10
z
0
0z
19
IX
IL
z
C
C
z
0
0
10
11
4
NOTES
1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAMD WITH GLASS
MILE WITH IWANNEALED GLASS (TYPEA).
2) FOR SIMS NOT SHOWN. ROUND KP TO THE NEXTAVAILASL
HEIGHT DIMENSION SHOWN CN THETASLE.
it- ?V,
a!-
aa!
INSTALLATION DE I TAILS FOR FLANLGE, FRAMES OPTIONALADDON
INSTALLATION FLANG119HEAD
OPTION I
CURVEDHIBADER
INSTALLATION iNTOMIOOD
2X. SEE NOTE 2. THIS SHEET.
1AW'
VISIBLE
LIGHT
HEIGHT
F -1-
a-4
BUM
HEIGHT
I I pr
VISIBLE
LIGHT
HEIGHT
43
2254-
31
AIDA
2XW3OO
UCKSTRIP,
P.
SIENOTE2,
2.
THIS SHEET,
T.
EMBEDMENT
SHIM
SEETABLEA.
SHEET.
USE EITHER
LATCH (4 ") OR
BOTTOMLOCK
(011).798TED
UNITLOCATION;
"8' FROM
VENTEND.
4 1
i1q,
SHIM
INSTALLATION
6-PTION 1
STRAIGHTHWORR
INSTALLATION ONTO
WOOD2X.NOANCHCFS
REQU RED AT HEADER.
INSTALLATION
OPTION 4
INSTALLATION
ANCHORS
DIRECTLY INTO
METAL
9MBEOMENT
F
EDGE
DISTANCE
I u
7YP. ANCHOR
-"E"I D L
ISTANCE PER
SUBSTRATE,
SEETABLEB.
THIS SHEET.
INSTALLATION
OPTION 2
INSTALLATION
ANCHORS DIRECTLY
INTO MASONRY.
I-- 114-MAXSHIM
DADEAPPROI 0
ALUMINUM. STEELF=ING1611 EXTERIOR
STE10.8I.D.R110.981M. M
E as
CONQRETE�ftj CONCRETFJCMU
PER ANCHOR PERANCHOR CHOR
REQUIREMENT REQUIREMENT TYP. AN
N TYPE.
EMBEDMENTAN(
114- MAX 41 27 -EOGEDISTANC
SHIM, 12 at 10 PERSUBSTRATE
SEE TABLS B.
THIS SHEET.
EMSEDMEM
I ALLATION
NET
DTH OPTION
INSTAL"TJONM
THROUGH IXBI
TINTINTIPMOTH '0 MASONRY.
HORIZONTAL SECTION A -A
EGRESS FORMULAS
Anchor
Group
Anchor
subAmto
Min. Edge
Distance
Min.
Embedment
A
114'410 SS CmdeFlax
UngWad CMU. (ASTM C-90)
1
1-1/4'
912 SI SMS
Screw ICE)
P.T. Southern Pine ($13 -.55)
alia.
1-air
AlwInI 0083-15 min.
318-
I/S.-
�(200a)r
Stcal Stud, GE. 33 m1n.
so
DO
A35 Simi
Sir
its..
110 410 SS CmNI
P.T. Smithem Pine (80 -.5a)
T.
Va.
Concrete (min. 3.35 ksl)
V
I"
Uq CM ��JF17AM
1-31V
1,114'
. (80
Concrete (min,
2,7 KIIII)
11;�
Ungrouted CMU, (ASTM 0.90)
PROP FITIES, TABLE 6, TIN HEET.
NOTED
1) USE ONLY SUBSTRATEXPIPROPRIATS ANCHORS USTEO ON TABLE 6 OF
SHOWN MAY BE USED ON ANY SIDE OF THE WNDOW.
IT REFERREDTOASDAYLIGHTOPENING)IS
MEASURED FROM SPACING TO BEADING.
1/4' MM SHIM
NOANCHORS
REQUIRED IN r CONCRETE PER
FLANGE ANCHOR
REQUIREMENT
FRAME SILL
VERTICAL SECTION B-13
C�q Oil
b—
OL%4 NIA011,0 11 .-'-0
SUCKSLUSTRAN
rop
,gom,
1070 TECHNOLOGY CRIME
N. VENICE, R 34275
P.O. BOX 1520
NOKOMS,' FIL 34274
CERT. OF AVIH. III
LIMITS. ANY [INSTALLATION OPTION
(EQUAL-LITE)
MOTH: `NNTC�TTP WDTH -e
HEIGHT. TIP�TO-TIP WDTK2 - WO'
VISIBLE LIGHT FORMUI Aq
(EQU LITF)
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I FLANGE FRAME INSTALLATION DETAILS I J ROSOWSKI
ISINGLE HUNG WINDOW INSTALLATION 105/11/11
NTS 1 4 OF 8
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION X WOOD.
SEE NOTE 2. THIS SHEET
OPTION 6 1 1
1 EMBEDMENT
CURVEDHEADRR EDGE
INSTALLATION DISTANCE
ANCHOR (SCREW)
THROUGH THE FIN EDGE
DISTANCE
!MEMBEDMENTAND
114- MAX SHIM
TYP. ANCHOR TYPE,
VISIBLE
LIGHT
HEIGHT
T-
E�
EXTERIOR
2.151-
K
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2a 64'
I Irr
TYP.ANcHoRr
EMBEDMENT AND El
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
EDGE I
EDGE DISTANCE EDGE DISTANCE
TYP. ANCHOR TYPE. EMBEDMENT AND DISTANCE 114-MAXSHIM
EDGE DISTANCE PER SUBSTRATE, SEE i/4'MAXSHIM TYP. ANCHOR TYPE,
TABLE 0, THIS SHEET EMBEDMENT AND EDGE
2X WOOD, DISTANCE PER SUBSTRATE,
EMBEDMENT SEE NOTE 2, SEE TABLE 6, THIS SHEET.
—0 , —1 2XWOOD THISSHEET HORIZONTAL SECTION C-C t--"\
E IS
D"'
DIU, ' CE
&DISTANEI
SEE NOTE 2.
THIS SHEET
26 41
EDG
12 61
E
'Me
28
4INSTAILLATION
4
TYP.ANCHCRIYPE,
DISTANCE PER SUBSTRATE
INSTALLATION
SEE TABLE 0, THIS SHEET:
S T 'L
OPTION 6
2 64
OPTION E
INSTALLATION
4
STRAIGHT HEADER
ANCHOR(SCREW)
�
VISIBLE LIGHT WIDTH
INSTALLATIONANCHOR
THROUGH THE FIN
(SCREW) THROUGH THE PIN
.
SUCKWIDTH —
INSTALLATION
US�EITHER
OPTION 7
LATCH (# 20) OR
INSTALLATION
32 BOTTOM LOCK
ANCHOR (SCREW) 11#1 MAX. SHIM
Olhi).TESTED
THROUGH THE FIN
UNITLOCATIONt
0-SW FROM
04 VENT END.
#10 STEEL
SELF-DRILUNG
V ISIBLE
7
SMS (05)
LIGHT
HEIGHT
34
0
EXTERIOR
ID
ALUMINUMISTEEL FRAMING OR STEEL
20
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 6, THIS IiMEET.
NOTES'
VIVIAMSHIM 1) USE ONLY SUBSTRATE
APPIRCIPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN -A
MAYSEUSEDONANYSIDEOFTHE
EDGE WINDOW.
DISTANCE �-O
2)UWOOD FRAMING OR DUCK,
1-1/7 THICK ORGREATER.
2X WOOD. SEE NOTE 2. THIS SHEET
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYUGHT
VERTICAL SECTION D�D
OPENING) IS MEASURED FROM
BEADING70BEADING.
MULLION SECTION
DADE APPROVED MULUON. MAY BE
VERTICAL OR HORIZONTAL MAX.
1/4' SHIM. SEE SUBSTRATE
PROPERTIES, TABLE 6, THIS SHEET.
EXTERIOR
15 WITH FIN
REMOVED
TABLE&
Anchor
Substnato
Min. Edge
Gaetano
Min.
Embodmont
=14- x 113 - �B.x Hall
77 South., —Pl.. (80 - BE)
—1/2-
—12--WIB
2.1/Z'x.131" Common Nall
P.T. Southern Pine (SG -.65)
91161
2-7116-
2-1XII.145" Rooffrip Nall
P.T. Southern Pine (SG -.55)
0/19-
2-7110'
#10 Steel SMS Screw (05)
P.T. Southern Pine (80 -.85)
31,V'
1-3/6'
Aluminum. 606346 min,
3/&'
118"
Steel Stud, On. 33 min.
30
0.036
A30 Steel
3tv,
119-
EDGE
DISTANCE
I EMBEDM
ENT
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH! DUCKWIDTH-W
HEIGHT: DUCK HEIGHT12-0-13110'
VISIBLE LIGHT FORMULAS
(EQLIAL�LITEI
WIDTH (SNIH)� SUCKWIDTH .4111W
WIDTH (FIXED): BUCK WIDTH - 3-
HEIGHT. (BUCK HEIGHT - / 2
LYNN
...... ze
Ste
No. 58705
ow d p"
3j
mlo/ 11
NO CHANGE
TATE OF
4
'�A
III
"YN'U L.F. F B
FIN FRAME INSTALLATION DETAILS
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34278
P.O. 8 1121
NOK011S."Fl. 34274
Vin.
SINGLE HUNG WINDOW INSTALLATI
SdwlWodl. sle..
SH-200
NTS
I sh;uO F 8
CERT. OF AUTH. #29290
i
05/11/11
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4
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3
2
4
2
4
2
3
2
8
2
4
2
3
2
0
2
4
2
4
2
5
2
4
2
4
2
I04fRl thm 314S- 1
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
3
2
4
3
3
3
3
2
4
3
4
3
2
4
3
3
2
3
±
4
2
3WIr (Squid UNG)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
9
3
3
3
3
W
3
!
3
"
3
3
3
3
3
3
3
3
3
3
3
3
3
2
2
2
2
2
3
2
3
4
2
3
3
4
2
5
11
�2:
4
2;
��33
3
2
4
2
3
3
4
2
3
a
3
110&2�0
3
2
2
2
3
2
3
2
3
2
4
2
4
2
S
2
4
2
4
3
2
6
2
4
2
4
2
5
2
4
2
4
2
29&4- th. 38va.
3
2
2
3
2
3
2
3
2
3
2
3
2
a
2
3
L-L-L-L-
3T2-
1�11�
3
2
3
2
4
3=3
3
J3
—
2
4
3
4
3
3
2
4
3
4
3
3
9
36WI5' (Eml M)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
1
2
2
1
1
2
3
3
3
3
3
3
3
3
3
3
3
3
owMNMJw
2
2
2
It
2
2
2
2
2
1
3
2
3
2
2
3
3
3
3
2
2
2
3
_3L
3
3
3
2
3
3
4
3
3
3
3
3
4
3
3
2
3
ud.r 314M'
3
2
2
2
!2
3
!2
_
3
T
2
2
2
4
2
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
0
2
4
2
3
2
31�0 lbe, w
3
2
3
2
a
2
3
2
rS
2
3
2 1
5 1
2
3
3
3
2
3
3
2
4
3
4
3
3
2
Overall sashheight. Forcloardayllght helght, subtmt 3-011W,
BZe mnge Includea the slodwd P�Vlm (a-cimr-2 codguration) for the Elm WIndow Halght.
AR" refers to mMMing Radill.
NOTES
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION
ON SHEET 1. DIMENSIONS SHOWN ARE TP-TO-TIP.
2) FOR FIN FRAMED WiNDOWS, SEE NAIL PATTERN ON SHEET 1.
3) FOR SIZES NOT SHOWN. ROUND UP TO THE N� AVAILABLE WiDTH
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE S, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
FROM
SEAM
9- MAX.
FOR ALL
FLANGED
WINDOWS WTH
c
AOURVI!D
HEADER,AN
ADDITIONAL
ANCHORIS
REQUIRED AT
THE CENTER OF
THEHEADER.
FIGURE A; SASH CROSS
SECTION(WiTH
MONOLITHIC GLASS)
A
By
mi; I do ehIal
w
cc
u
c
H
-IT
jaz
(D
Z
2
z
M
2
z
P gal
p
.............
Zz 1` 8
V... ZI
C)
ek: —Z
1-WEEP
NOTCHO
EACH ENO
ANGLEDICURVED
FRAME
ASSEMBLY
90'GUR
FRAKI
ASSEM
ASSEMBLY DETAILS 'OR
FLANGE FRAME 00 ENERS]
I -WEEP
N=HQ
MHENO
900 CORNE
FRAIVIF
AgS-E-M
ASSEMBLY DETAILS FOR
FIN F
ANGLEDICURVED
FRAME
ASSEMBLY
all.WN,f,N
'RAME SIMILAR
In' NOM.
GLASS STACK
114-AIRSPACE
=NEAL,ED OR
NEA
1116"ANR LEL CSR
0 a
IVANNEALEDCR
TEMPERED GLASS
3110-k
'ANNEALEDOR
118 TEMPE
RED LAS,
,
TEM E ED A
T E ED LASS
TEMPERED GLASS
so
61
62
63
40
41
42
43
318- NOM.
3W NOW.
rF
- Nam
3V
31r NOM.
GLASSIBITE
GLASS SITE
OLM
as SITE
GLASS SITE
ffF
so
as
f
6
36
33
7
7
7
1/8" GLAZING DETAIL
3/16" GLAZING DETAIL
1/4" GLAZING DETAIL
112" I.G. GLAZING DETAIL
GLASSTYPESA&B
GLASS TYPES 0 & D
GLASS TYPES E & P
GLASS TYPES 0 & I
ASSEMBLY DETAILS FOR
FRAME TO MEETING RAIL
1/2" I.G. GLAZING DETAIL
GLASS TYPES H 6 J
PRODUCT RUV18SD
a ildl 9 coda
' 'N'
AM01wN. V
"o
By
Mimi
11 All -
OR rill
0
cl
w
CD
Z
L)
oz
co z
M 2
w
z
R
(ZUDJ f'o,
0
Item
#
PGT
Dw9. Is I
PGT Part#
Description
I
2703E
62703EW
FIS1166I ad
2
27518
62751BW
Flange Frame Sill
3
2781
62781W
Flange Frame Jamb
4
2713
62713BW
Integral Fin Frame Head
6
2714E
6Z714EW
Integral Fin Frame 8111
8
2782
02782W
Integral Fin Flame Jamb
7
2708
270BOW
SaahBohorn Rail
8
2707
62707CW
Sach Top Rail
9
2739
62730W
Fixed Meeting Roll
10
2709
62709CW
Sash Side Rall
11
27408
742740AW
Sash Bottom Lack
12
2785
62785W
Sash Stop
13
134
866is
Addon Flange
20
1228
61228DW
Vinyl BUIb. Flax PVC 70
21
10020
71662OW
HeadlSill Gasket, Polyethelyne
22
12n
mA-
Dile
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Right PVC
24
4086
6066G
WSID.187 X.230 Fin Seal
25
2764
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Tak"ut Clip
27
Varlea per SFze—
Balance
28
2711
4280OW
Sash Cam, Nylon
'29
1098
7109OW
Sweep Latch, 7JnO
30
1016
7858M
#8 X.625 Ph. Fl. SMS Latch Scram
31
1267
71267N
Setting Btw% 1/8"It 1/2" x 1", EPDM
32
BOURAK316
Dumasal .31191
33
6DURAK14
Durasual - 1/4"
34
Sash Ballom Look Siding
35
Screen Cloth, Fiberglass
30
Dow Coming 899 Silicone GI=Ing Sealant
40
1025
61625B
Glass Bead (1/811 Glass)
41
2719
627108
Glass Bead (311611 Glass)
42
1203
61263B
Glass Bead (11WI Glass)
43
1253
6VT48B
Glass Bead (I.G.)
60
78`1PQA
#8 X 1" QUAD ;�SMS
51
781PSTX
#8 X 111 Sq. Pn n Fast SMS .410 S.S.
52
1184
761LHPOA
#8-15 x I LH 7WInfast Screw Eno
53
1180
78ILHPDX
#11-15 x I LH TWInfWat Scraw Zino (S.S.)
54
7$XIPFTFUA
#8 X 1" Ph FI ulcut SMS
55
78XI FPAX
#8 X I " Ph FI - Stainless Steel
60
118!'Annealed of Tempered Glass
61
311&'Annealed crTempered Glass
82
IfflAnneeled or Tempered Glass
3
11V'- 1/4" AIr - 1/8" An. or T7-mP-
64
I/8".3116"Air-3/16"ArLAT,
2.10DO'
.13SX1 50T.
..6'o.
-T
1 .860
082' � 4112-
FLANGS FRAME HEAD
aGMTO ALUMINUM
IA25'
L— 050-
2x5W
INTEGRAL FIN FRAME SILL
0003-TO ALUMINUM
.002,
f
1.502,
.00X1
DFIXED MEETING RAIL
OO53-TBALUMINUM
.Dow
.0517
FLANGE FRAME SILL
0003-TO ALUMINUM
.062'
2XCO-
5OD'
.05V
FLANGE PRAME JAMB
6013-TO ALUMINUM
050.
ffa�ao. i
050'
D0 INTEGRAL PIN FRAME JAMB
6063-TO ALUMINUM
050.
�j .02W
ISO SASH SIDE RAIL
0063-MALUMINUM
%IIIJI1,
of
FLORP
. ...........
",,'9Sl ON
""' WItL11R.PZ
A. LYNN
1AW
.062-
ADS,
SASH BOTTOM RAIL
603-T6ALUMINUM
— 2,000-
.962- T
1.125-
050'
Ow
I I—
.00r —4— 1V
.On- —4—
INTEGRAL FIN FRAME HEAD
6063-TO ALUMINUM
.062'�
ADO,
@SASH TOP RAIL
6083-TeALUMIRAM r
---1 1 .003.
42N 8 4- 1 P,0'3'9�
.082-� 1 157.
8 it SASH BOTTOM LOCKRAIL 12 SASH STOP
6003-TS ALUMINUM @ 5003-T3 ALUMINUM
CERT. OF AUDI.
1.181.,
61*346 ALUMINUM
PRODUaRINISM '
us �Pllh% WId% 0" FWd.
8.110,
, INO.N.
PART DETAILS J ROSOWSK1
HUNG WINDOW INSTALLATION 05/11/1'
200 15*8 11"OFIS 100-8-H-900-01