HomeMy WebLinkAboutNOA CASEMENT WINDOWgttudeCou
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MIAMI•D�ADE �
MIAMI-DADS COUNTY, FLORIDA
M METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
NOTICE OF ACCEPTANCI
PGT Industries
1070 Technology Drive
Nokomis, FL 34274
SCOPE:
This NOA is being issued under the app
materials. The documentation submitted)
and accepted by the Board of Rules and
where allowed by the Authority Having.
This NOA shall not be valid after the ex
Division (In Miami Dade County) and/o
to have this product or material tested
perform in the accepted manner, the mi
immediately revoke, modify, or suspend
reserves the right to revoke this accept
Division that this product or material fail
This product is approved as described he
Code, including the High Velocity Hurrh
DESCRIPTION: Series C-740 Outswi
(305) 375-2901 FAX (305) 372-6339
icable rules and regulations governing the use of construction
has been reviewed by Miami -Dade County Product Control Division
Appeals (BORA) to be used in Miami Dade County and other areas
Jurisdiction (AHJ).
piration date stated below. The Miami -Dade County Product Control
F-the AHJ (in areas other than Miami Dade County) reserve the right
for quality assurance purposes. If this product or material fails to
`ufacturer will incur the expense of such testing and the AHJ may
the use of such product or material within their jurisdiction. BORA
cc, if it is determined by Miami -Dade County Product Control
to meet the requirements of the applicable building code.m �e, and has been designed to comply with the Florida Building
:kine Zone.
APPROVAL DOCUMENT: Draw'
i
through 13 of 13, dated 12/17/02 withnreg v c
sealed by Lucas A. Turner, P.E., bearing
Notice of Acceptance number and expirat IIc
MISSILE IMPACT RATING: Large N
LABELING: Each unit shall bear a pe;4
following statement: "Miami -Dade County
RENEWAL of this NOA shall be consid�
DO change in the applicable building code
TERMINATION of this NOA will occur
in the materials, use, and/or manufacture o
any product, for sales, advertising or any o
comply with any section of this NOA shall
ADVERTISEMENT: The NOA number
by the expiration date may be displayed in
it shall be done in its entirety.
INSPECTION: A copy ofthis entire NOA
distributors and shall be available for inspec
This NOA renews NOA # 05=1129.11 and c
approval document mentioned above.
The submitted documentation was reviewed
It ...
�1]
Aluminum Casement Window -L.M.I.
7045-8, titled "Aluminum Casement Window, Impact", sheets 1
m 93" dated 06/23/05, prepared by manufacturer, signed and
Miami -Dade County Product Control Renewal stamp with the
date by the Miami -Dade County Product Control Division.
Impact Resistant
ent label with the manufacturer's name or logo, city, state and
Product Control Approved", unless otherwise noted herein.
red after a renewal application has been filed and there has been
egatively affecting the performance of this product.
r the expiration date or if there has been a revision or change
the the
or process. Misuse of this NOA as an endorsement of
ther purposes shall automatically terminate this NOA. Failure to
6e cause for -termination and removal of NOA.
preceded by the words Miami -Dade County, Florida, and followed
advertising literature. If any portion of the NOA is displayed, then
shall be provided to the user by the manufacturer or its
bon at the job site at the request of the Building Official.
.onsists of this page 1 and evidence pages E-1 and E-2, as well as
Manuel Perez, P.E.
NOA No. 08-0117.11
Expiration Date: May 22, 2013
Approval Date: May 15, 2008
Page 1
PGT Industries
A. DRAWINGS
1. Manufacturer's die dr,
2. Drawing No. 7045-8,
13 of 13, dated 12/17j
signed and sealed by
B. TESTS
1. Test reports on 1) Uni c
2) Largi
3) Cycle
along with marked -up d
casement windows, prej
FTL 4608 dated 05/10/1
(Submitted under NOA
2. Test reports on 1) Air Ir
2) Unifoj
3) Water
4) Large
5) Cyclic
6) ForceA
along with marked -up d
casement windows, prel
FTL 4607 dated 05110/(
(Submitted under NOAi
3. Test reports on 1) Unifo
2) Large
3) Cyclic
along with marked -up db
4.
ngs and sections.
ed "Aluminum Casement Window, Impact", sheets 1 through
with revision "D" dated 06/23/05, prepared by manufacturer,
as A. Turner, P.E.
rm Static Air Pressure Test, Loading per FBC, TAS 202-94
Missile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
-awings and installation diagram of two outswing aluminum
ared by Fenestration Testing Laboratory, Test Report No.
5, signed and sealed by Edmundo Largaespada, P.E.
05-1129.11)
Filtration Test, per FBC, TAS 202-94
m Static Air Pressure Test, Loading per FBC, TAS 202-94
[desistance Test, per FBC, TAS 202-94
v issile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
Entry Test, per FBC 24113.2.1 and TAS 202-94
awings and installation diagram of two outswing aluminum
ared by Fenestration Testing Laboratory, Test Report No.
5, signed and sealed by Edmundo Largaespada, P.E.
05-1129.11)
m Static Air Pressure Test, Loading per FBC, TAS 202-94
Missile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
wings and installation diagram of two'outswing aluminum
casement windows, prepared by Fenestration Testing Laboratory, Test Report No.
FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E.
(Submitted under NOA#
Test reports on 1) Air I
2) Uniforix�
3) Water R
4) Large N
5) Cyclic
6) Forced 1
along with marked -up dra
casement windows, prepay
FTL 3587 dated 10/8/02,
(Submitted under NOA# i
03-0611.02)"
tration Test, per FBC, TAS 202-94
Static Air Pressure Test, Loading per FBC, TAS 202-94
;sistance Test, per FBC, TAS 202-94
issile Impact Test per FBC, TAS 201-94
rind Pressure Loading per FBC, TAS 203-94
ntry Test, per FBC 2411 3.2.1 and TAS 202-94
vings and installation diagram of two outswing aluminum
ed by Fenestration Testing Laboratory, Ter1l,No.
signed and sealed by Jose h Chan. P.E.
3-06IL02)
Manuel Pewrrw
Product Control xam' er
NOA No. 0 .11
Expiration Date: May 22, 2013
Approval Date: May 15, 2008
E-1
PGT Industries
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uni orm Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) CyciIic Wind Pressure Loading per FBC, TAS 203-94
6) Forded Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of one outswing aluminum
casement window, prepllared by Fenestration Testing Laboratory, Test Report No. FTL
3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E.
(Submitted under NO 9 03-0611.02)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Untf,rm Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Wa Resistance Test, per FBC, TAS 202-94
4) Larg� Missile Impact Test per FBC, TAS 201-94
5) Cycl c Wind Pressure Loading per FBC, TAS 203-94
6) For d Entry Test, per FBC 24113.2.1 and TAS 202-94
along with marked -up d�gs and installation diagram of three aluminum outswing
casement windows, prepared by Fenestration Testing Laboratory, Test Report No.
FTL 3580 dated 10/3/0, signed and sealed by Joseph Chan, P.E.
(Submitted under NOA 03-0611.02)
C. CALCULATIONS
1. Revised Anchor Calcula ions and structural analysis, prepared by manufacturer, dated
11/21/05, signed and se ed by Lucas A. Turner, P.E.Complies w/ASTM E 1300-98
D. QUALITY ASSURANCE
1. Miami Dade Building C de Compliance Office (BCCO).
E. MATERIAL CERTIFICATNoI NS
1. Notice of Acceptance 05-1208.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont ButacIte PVB Interlayer" dated 01/05/06, expiring on 12111/10.
2. Notice of Acceptance No! 06-0216.06 issued to Solutia Inc. for their "Saflex MG
Clear or colored Inter) I er" dated 05/04/06, expiring on 05/21/11.
F. STATEMENTS
1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L.
Clark, P.E.
2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert
L. Clark, P.E.
G. OTHER
1. Notice of Acceptance No. 05-1129.11, issued to PGT Industries for th ' es C-740
Aluminum Casement W' dow — L.M.I., approved 0 / 3/06, ex ' S/22/08.
Manuel rE)xainer
P.E.
Product Control
NOA No.7.11
Expiration Date: May 22, 2013
Approval Date: May 15, 2008
E -2
1. GLAZING OPTIONS:
A. 5/16' LAMINATED GLASS COMPRISED OF (1
ANNEALED GLASS AND (1) LITE OF 1/8" HE�i
GLASS W/AN .090 INTERLAYER OF SOLUTIA
B. 5/16' LAMINATED GLASS COMPRISED OF(2)
HEAT STRENGTHENED GLASS W/AN .09O IN
SOLUTIA OR DUPONT PVB.
C. 7116' LAMINATED GLASS COMPRISED OF (1)
ANNEALED GLASS AND (1) LITE OF 3fl6' HFJ
GLASS W/ AN .090 INTERLAYER OF SOLUTIA
D. 7/I6" LAMINATED GLASS COMPRISED OF (2)
HEAT STRENGTHENED GLASS W/ AN .090 IN
SOLUTIA OR DUPONT PVB.
E.13116" I.G. GLASS COMPRISED OF (1) LITE OI
GLASS COMPRISED OF (2) LITES OF 1/8• HE/
® F.13/16' I.G. GLASS COMPRISED OF (1) LITE OI
COMPRISED OF (1) LITE OF 3/16' ANNEALED
® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OI
COMPRISED OF (2) LITES OF 3fl6' HEAT STR
2. CONFIGURATIONS. X, XX, XX OX XOX AND O
3. DESIGN PRESSURE RATINGS COMPARATIVE!
A. NEGATIVE DESIGN LOADS BASED ONTESTE
B. POSITIVE DESIGN LOADS BASED ON WATER
C. DESIGN PRESSURES UNDER 40 P.S.F. NOT A
D. FOR'X" CONFIGURATIONS SEE SHEET 5.
E. FOR "?W CONFIGURATIONS SEE SHEET 6.
F. FOR W4'XOX" & "O• CONFIGURATIONS SEE:
G. FOR I�4'XOX' &'XO' OR •OX' CONFIGURATI
H. FOR UNEQUAL LITE 'XOX,'XO" & -OX- CONFI
®4. ANCHORAGE: THE 33113% STRESS INCREASE I
LITE OF 1/8'
-STRENGTHENED
OR DUPONT PVB_
LITES OF 118"
rERLAYER OF
LITE OF 3116"
TSTRENGTHENED
OR DUPONT PVB.
LITES OF 3fl6'
IERLAYER OF
HEAD & SILL' MAX 4• FROM CORNERS
MAX 4' & 7' ON EACH SIDE OF MI
MAX. 141/2' SPACING ON VENTS
MAX. 13'SPACING ON FIXED LITE
(2) ANCHORS 3- APART AT MIDST
JAMBS: MAX 4" FROM CORNERS
MAX. 13' SPACING
(2) ANCHORS 3-APARTAT MIDSI
SEE SHEET 13 FOR APPROVED ANCHORS. 1/4• l
TO ACHIEVE THE DESIGN PRESSURES SHOWN II
WHEN ANCHORING WITH #12 SCREWS.
5. SHUTTER REQUIREMENT -'NONE REQUIRED
6. NARROW JOINT SEALANT IS USED ON ALL FOUR
®7. REFERENCE TEST REPORTS. FTL 3580, FTL358;
"CONFIGURATIONS OPTIONS
i I i s 3 3 x o x
x o x x o x
UNEQUAL LIIFB
x o x o
UNEQUAL LRES
o x o x
UNEQUAL Lf1ES
NOA DRAWING TABLE OF CONTENTS
SHEET
NOTES_ .........................................
1
GLAZING DETAILS ........................
2
ELEVATIONS .................................
3-4
DESIGN PRESSURE TABLES.......
5-9
SECTIONS ......................................
10
CORNER CONSTRUCTION...........
11
EXTRUSION PROFILES ................
11-12'
PARTS LIST ....................................
12
ANCHORAGE ................................
1,3,4,1.
1/8- HEAT STRENGTHENED GLASS AND (1) 5116• LAMINATED COMPONENT WFLH A 3/8" AIRSPACE. 5116- LAMINATED
L STRENGTHENED GLASS WITH AN .09D SOLUTIA OR DUPONT PVB INTERLAYER-
1/8•ANNEALEDGLASSAND(1)7/16•LAMINATEDCOMPONENTWTTHANAIRSPACE. 7/16"LAMINATED GLASS _
,LASS AND (1) LITE OF 311V HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER.
1/8' ANNEALED GLASS AND (1) 7/16' LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS
NGTHENFO GLASS WITH AN.0913 SOLUTIA OR DUPONT PVB INTERLAYER
IALYSIS TABLES:
PRESSURE AND GLASS TABLES ASTM E 1300-98.
EST PRESSURE AND GLASS TABLES ASTM E 1300.98.
PLICABLE IN MIAMI-DARE COUNTY.
SEE SHEET 8.
MONS SEE SHEET 9_
40T BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR
ON FIXED LITE ONLY
OR 1/4" SS4 CREPE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS
5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS
OF THE FRAME
F IL-3729, FTL4607 AND FTL4608.
AM= a.i
an anrr�
rxaixRd n amp
GF>'aa I NIS 11 d 13 1 7016-8
Arcs, ct-r
n• ,c.vmj-c act
W�Almrm,PE
• PE FRNf
® 1/8"ANNEALED OR --.090 PVB INTE�LAYER 86 13/16"
HEAT STRENGTHENED 5/16" LAMINATED COMPONENT
GLASS I-'— 1/8' HEAT STRENGTHENED GLASS
43 AYER
46 3/8" AIR SPACE 1/8' HEAT STRENGTHENED GLASS
30 31 1/8' HEAT STRENGTHENED GLASS {� 090 PVB T S R STRENGTHENED
NO
-L I 1/8"HEAT STRENGTHENED GLASS
40 1" NOM. q3 46
G S BITE
.. GLASS BITE
5 NOTE: PVB INTERLAYER IS BY SOLUTU\ OR DUPONT r113/16"LG.
5/16' LAMINATED
GLAZING DETAIL 5
W/ 5/16'LAMI
.090 PVB I YER ZING DETAIL
3/16'ANNEALEDOR 87 88 13/16"
HEAT STRENGTHENED 3/16' HEA 3/16' ANNEALED OR HEAT 7116- LAMINATED COMPONENT
GLASS I -STRENGTH ED STRENGTHENED GLASS I
GLASS AIRSPACE W. w ' -
1!3"ANNEALEDGLASS 090 PVB INTERLAYER �n
43 ��
3/16'HEATSTRENGTHENEDGLASS �W
.65" IjOM.
;LASS BITE
7116' LAMINATED
GLAZING DETAIL
.65' NOM.
GLASS BITE
eao:+ecrr��,sra
J
L4- 13/16" I.G. W/ 7/16" LAMI A
%7
(� GLAZING DETAIL
•✓—
I+umws, RI413
pn „29
TLAZINGDErmLs
ALUMINUM CASEMENT WINDOW, IMPACT
L—a
MV(9CR R.ilT/f
4£v'['%l FGrcr
"'� " �"�
ca-xs NTS 2 113 7dJ5-e D
Tom., a.e
M.saml
ANCHOR
112' LOCATION
TYP.
CENTERLINE
3'
MID -SPAN ANCHOR DETAIL
(SEE SHT. 1 NOTE 4)
ANCHOR
LOCATIONS
(SEE SHEET 1,
NOTE 4)
SEE MID -SPAN
ANCHOR DETAIL
TYP. (2)
13" MAXO O.C.
4" MAX.
SEE MID -SPAN
ANCHOR DETAIL
TYP. (2)
30' MAX
(�DAYLIGHT--
I OPENING
Utl u 1 CA MINUC
ANCHOR LOCATION AT HEAD &,
-^ 74' MAX. WIDTH
I 36L
SILLOF 7C'PANELS,
DAYLIGHT
LOCATION
.� TYPICAL SEE HINGE
I OPENING
DETAILSHL4
` f'
SEE MID -SPAN
/
ANCHOR DETAIL
TYP. (2)
J
69° MAX.
7• T
/ /
DAYLIGHT
4_
x
OPENING
4' MAX. 13' MAX_ O.C.
. ', "i'
76• MAX.
SEE MEETING '
HEIGHT
M ETINGRAILDETAIL
RAIIyDETAIL
( EE SHT.1 NOTE 4) +
j'
1 . (2)
4" Mq�
I,,j
-
4' MAX.--4 I^— -14 12• MAX O_C. TYP.
ELEVATION 'B'-'XX•
' MAX. WIDTH (SEE SHEET 7 FOR PRESSURES)
53' MAX
)AYLIGHT
36' MAX
OPENING
[DAYLIGHT] M NOTE'X'PANEL AYSWING
OPENING INEffHERDIRECTION
A111. 12gp1
IIB ,.III....!
DAYLIGHT
1 OPENING"
I"I III
taouucrn�vewsn
�
✓ X X / �
-
, `• _ 1
76' MAX
HEIGHT
.�'�xirrnlr�
C1
' 13• MAX O.C.+--�'------1410 MAX. O.C. VENT HEAD & SILL ONLY
37'MAX
VENT'TYP_ I 66°MAX. FIXED SEE MEETING RAIL DETAILTYP. (4)
r
ELEVATION A--XOX'(SEESHEETS7-9FORPRESSURES)
EfHtINCt3
xand6si.v]/3
Pnrar l�s
Nmioa. naaia
�
�g xoX'ELEf/AnoNs
ALUMINUM CASEMENT WINDOW. IMPACT
f✓�I/off
IirdsA Tuns,PE
rsymi
IdETMS I
�6'ANO dAx.Oc070 &9' I
_ ..
vu15h8greR�,
_
faun NTS 3 a 13 7045-3 D
DENOTES HINGE 37' MAX_ WIDTH 66' MAX. WIDTH
LOCATION AT HEAD & 30^ MAX, ' MAX,
SILLOFWPANELS, —DAYLIGHT—� —DAYLIGHT 53OPENING
TYPICAL SEE HINGE OPENING --
DETAIL SHT.4 SEE
SEE i
MID SPAN
MID -SPAN R I ANCHOR
ANCHODETAIL DAYLIGHT
R i' ®
DETAIL I. /
SHT.3 69'MAX -5 3 I. OPENING
TYP (2) / DAYLIGHT • (4)
OPENING A
76X
76' MAX
' MAX.
13" I \ HEIGHT MAX O HEIGHT
1 25 O C \� I t-
4"MAX - 4" MAX j I
I� r�141PP I 1 13-MAX D.C.
4' MAX. If MAX O.C. 4" MAX. �I 14--
ILI EVATION *0' - W ELEVATION'E" -'0'
HINGE LOCATED APPROX. (SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) �4crrasv�n
FLUSH AGAINST JAM, r�en¢y
TYPICAL HEAD & SILL MAX 97' MAX WIDTH NOTE'X' PANEL MAY SWING A°+�• - 2q. )
HINGE LOCATION DETAIL 31rSWMAX IN EITHER DIRECTION
DAYLIGHT OPENING DAYLIGHT OPENING
SEE - - SEE MID -SPAN
MID -SPAN ANCHOR DETAIL
ANCHOR / SHT. 3 TYP. (2)
DETAIL
SHT-3 / 6VMAXX
/ DAYLIGHT rmvi ras�easo
TYP.
(2) II, �, OPENING / p,.xttaeP.+�tx
I:I �aacx A I .7
— f i�¢.cr�.-h. is
AAA' I \ I 76' MAX
HEIGHT SEE MEETING
O.C. I RAIL DETAIL SHT. 3
4" .L -- -
]I� '----(-13' MAX O.C.
14 1/2 MAX O.C. VENT 4-MAX 3T j VENT
VEM--
HEAD & SILL ONLYMAX ),a----60' MAX FIXED--1
ELEVATION -F' --XO" & -OX- UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES)
F.K er 3?..09 B.m. G1avGESHEErrm. arsE>aFrvrfs I �� W, ''XO"&'Or ELEVA77ONS
FX ( M1tl5 G Ap0 /OJKiE OEflIl 816VGELOGlKWNOTE3 I wm. FL3RJ5
FKY 7nO9J O .. __._..�.. ,ALUMINUM CASEMENT WNDOWMPACT �n7 PF
FK12/1704&8 D N 1mj
RATIVE ANALYSIS TABLE 1. "X' WINDOWS TEST REPORTS: FfL-3582, FrL-3587, FfL-3729
OPTIONS: A. 5/16' LAMI (1/8 A,A90,1B'HS) B. 5/16' LAM[ (7B'HS,090,118-HS) E.13116' LAMI (118"HS,3/B" SPACE,5/16- LAM[-W/ 7!8"HS,.090,1/8-HS)
I HEIGHT
;GLAZJNG
26
NEG POS
31
NEG POS
36
NEG POS
3 3B
NIEOPOS
43
NEG POS
48
NEG POS
505B
NEG POS
54
NEG POS
57
NEG POS
60
NEG POS
63
NEG POS
66
NEG POS
69
NEG
POS
72
NEG POS
A
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.
70.0
-90.0
70.0
-90.0
700
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0.70.0
-90.0
70.0B,E
-90.0
70.0
-90.0
70D
-90.0
70.0
-90.0�,
70.0
-90.0
70.0
-90.0
70-0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-00.0
70.0A
B,E
-90.0
-90.0
70.0
70.0
-90.0
-90.0
70.0
70.0
-90.0
-2M0
70.0
70.0
-90.0
-90.0
70.0
70.0
-90.0
-90.0
70.0
70.0
-90-0
-90.0
70.0
70.0
-90.0
-90.0
70.0
70.0
-90.0
-9D.0
711.0
70.0
-90.0
-90.0
70.0
70.0
-89.6
-9D.0
70.0
70.0
-86.3
-90.0
70.0
70.0
-84.2
-90.0
70.0
70.0
-83.2
-90.0
70.0
70.0
-81.7
-90.0
70.0
70.0
26112
A
-90.0
70:0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-83.6
70.0
-79.9
70.0
-75.4
70.0
-72A
70.0
59.9
69.9
-67.8
67.8
-66.2
66.2
-65.0
65.0
-63.7
63.7
B,E
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
-90.0
70.0
30
A'
B,E
-90.0
-9D.01
70.0
70.0
-90.0
-90.0
70.0
70.0
-90.0
-90.0
70.0
70.0
-87A,70.0
-90.0
170.0
-77.6
-90.0
70.0
70.0
-68A
-90.0
GBA
70.0
-63.9
-90.0
63.9
70.0
-60.0
-90.0
60.0
70.0
-58.5
-90.0
58.5
70.0
56.2
-90.0
56.2
70.0
-53.4
-90.0
53A
70.0
-51.3
-90.0
51.3
70.0
-49.8
-1
49.8
70.0
-48.3
-9D.0
48.3
70.0
32
A
B,E
-90.0
-9075
70.0
70.0
90.0
-90.0
70.0
70.0
86.3
-90.0
70.0
70.0
8To
-90.0
70.0
70.0
-77.7
-90.0
70D
70.0
-67.8
-90.0
61.8
70.0
-58.9
-90.0
56.9
70.0
-Sal
-90.0
56.1
70.0
53.8
-90.0
53.8
70.0
-50.4
-90.0
50.4
70.0
-47.7
-90.0
47.7
70.0
45.6
.90.0
45-8
70.0
i3.9
-87.8
43.9
70.0
42.2
-84.4 170.0
42.2
34
A
B,E
-75.0
-75.0
70.0
70.0
-75.0
-75.0
70.0
70.0
-75.0
-75.0
70.0-75.0
70.0
-75.0
10.0
70.0
-65.5
75.0
65.5
70D
57.5
-75.0
57.5
704
-54.9
-75-0
54.9
70.0
51.8
-75.0
51.8
70.0
48.6
-75.0
48.6
70.0
-45.2
-75.0
452
70.0
-42.4
-75.0
42A
70.0
A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-70.4
0.0
50.4
60.4
-54.3
54.3
-51.1
51.1
-47.9
47.9
-44.8
44.8
-42.2
422
39.7
39.7
nKwxSnv=D
may'^ ft"°r..w
�
oer.
B,E
-75.0
70A
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
-75.0
70.0
37
A
B,E
-75.0
-75.0
70.0
70.0
-75.0
-75.0
70.0
70.0
-73.7
-75.0
70.0
70.0
-67.9
75.0
67D
7,0.0
510
-75.0
59.0
70.0
-526
-75.0
52.8
70.0
-49.9
-75.0
49.9
70.0
-46,4
-75D
46,4
70.0
73.5
-75.0
43.5
70.0
-41.1
-75.0
41.1
70.0
38.6
-75.0
38.6
70.0
TABLE 2. I 'X' WINDOWS TEST REPORTS: FTL-3580. FTL3587
GLAZING OPTION: C. 7I16" LAPAI (3116"A,.090,3116"HS)
ALL'X'SIZESUPTO 7'WIDEx63'HIGH AND ALLWS17ESUPTO32'WIDEx72'HIGH -90.0 70.0
e�vtrsevsn�r•-«
A[fey:.�fb
s� !3
vfAoe
TABLE 2A. I 7(' WINDOWS - TEST REPORTS: FTL-4607, FTL-4608
GLAZING OPTIONS: C.7/16' LAMI (3/t6A.D90 16"HS) FA3tt6' LAMI(tf8'A,AIR SPACE,7ltW LAM MI3f16"A,.0M,3116'HS)
ALL7('SIZESUPT037'WIDEx76'HIGH -55.0 55.0
NOTES: ® X
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR
1/4' SS4 CRETE-FLEX ANCHORS.
2.IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LDNITED T069.6 P.S.F.
v/I
Ex
n�soa
e��
anci WTYPEEWTAefESfs4
1Pn rzaeuocr�E T
���R� r(�-■
E.amr�ss
.-Wf$R319t VW66 B-
PRESSURES- X CONFIG. WINDOWS
UmaATvrer, P.E
PE OSeAI
x�a�„aw
FK
%I(1pJ
C
NOGANGETlI SSHIET
r.
ALUMINUM CASEMENT WINDOW, IMPACT
�`
vx °
sa.�s
o
rsEvaEAxcxaseAon ]S-rsxffrrrrrorf
K
FK
farnmz
'
M
am.
o.ram r
ca]ao NTS $ � 13 7a1,r8 D
TABLE 3.
'W 1 1 26
63
TABLE 4. 'XXW'IVVINDOWS
TEST REPORTS: Fn-3582, FTL-3729
GLAZING OPTIONS: B. 5116' LAMI (1B'HS,.090,18'HS)
E. 13116- LAMI (1B'HS,3/1i SPACE,5116' LAMI-Wl t!6"HS,.090,1/8iiS)
ALL'90C'SIZES UP TO 74' WIDEx 6W HIGH -75,0 70.0
-AX-WINDOWS TEST REPORT. FTL-3M0
GLAZING OPTION: C.17116' LAMI (3116'A,.090,3116liS)
ALL")W SIZES UP TO 74'WIDEx 63"HIGH -90.0 70.0
TABLE SA %OP O NDOWS TEST REPORTS: FTL-35M. FTL-4607, FTL-46O6
GLAZINGOPTIONS: C. 711W LAM (3/16'A,.0903/j6-HS) F.13116- LAM (1/BA)IRSPACE,7116-LAMI-W13716'A,.oqO3/16'HS)
ALL'90P SIZES UP T074'WIDE x 76'HIGH
•7r yY+rdlr
rRmlLTR:liE1•Y&'D
sa ;Xyls �:mcPmh
a�u:,er x
13
m1e
int
NOTES:
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1W TAPCONS OR
1/4' SS4 CRETE-FLEX ANCHORS.
21F INSTALLING WITH R12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 PS.F-
,iyfi_'yl/US
.J
ALUMINUM CASEMENT WINDOW, IMP,
MOfOl0i 2J¢)� V'M, —
uiaP MS 6 6 - 19 764S8
fiRaA I,.meS PE
PE 6•i@01
McWbal
36 1 72
37 74
3912 79
42 84
45 90
48 86
5012 101
531/E 1063
54 106
5512 111
57 114
561a n7
w 1zo
1/4' SS4 CRETE-FLEX ANCHORS.
IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE
P.Q BQi 1.718
scams, a scx
PRESSURES- O& 1/4-W-W
ALumwijM CASEMEAIT 4
Q>-s D z_ 7 + 13
70458 1 D
m9.QL7RRVMED
►A9004T9fl1EWPD
nemenmr.rlL1
xmal
'xo' I •xox"
9.
10.
Ctl
"OX•SIZES
NOTES:
1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE
IW SS4 CRETE-FLEX ANCHORS.
2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE
I-113 XOX• WINDOWS TEST REPORTS: FTL-3582, FTL-3729
M (11WHS,3V SPACE,5116' LAMI-W/ 118'HS,.090,18'HS)
P" Itavts:a
�'�°'6f•Ab
M-L�-
04�
AND ALL'113-t/3-113 XOX• SIZES UP TO 111' WIDE x 83 HIGH -75.0 70.0
Ft/3 XOX' WINDOWS TEST REPORT: FTLB580
x63•HIGH AND ALL•ifd-f13.113 XOX"SIZES UP To III-WIDEx
x76'HIGH AND ALL'lWrA-113 XOX" SIZES UP To 111-WIDE x76'HIGH �5.0 55.0 e�.a reu
r Ufa - I
r�
PRESSURES IN THE ABOVE TABLES, USE ELCO 114• TAPCONS OR
69.6 P.S.F. /
r r��r/off
!= ALUMINUM CASEMENT W/NOOW, IMPACT I -A Tenn P E
rw�ao N75 8 . 13 a 7045d D vE tseml
. _ Madwital
"XO•or'W & 9XOX' UNEQUALLTTE WINDOWS TESTREPORTS: FTL-358D. FTL-3582,
FTL-3729. FTL-4607, FTL-4608
GLAZING OPTIONS: ASN6'IAMI(1B'A,.090,1/8-HS) B. y16'IAMI (7/8'HS,D90.118 C. 7116`LAMI (3116•AA90,3/i6iG�
E. 13116'LAMI 11WHSAW SPACE,5N6' LAMM/lf8'HS-090,lm-H F. 13176'LAMI 118-AAIR SP 7A6'IAh4W! MFW.090.31161MX 0 X
I HEIGHT
WIDTHS 28 36 38318 43 48 50518 54 57 60 63 67 72 76
'XOX' VENT FOXED NEG PDS NEG POS KEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PDS NEG POS UNEQUAL LITES
A -75.0 70.0 -75D 70.0 -75.0 70.0 -74.1 70-0 -64.9 64.9 -60.6 60.6 -5&1 58.1 -56.1 5&1 -53.3 533 -50.5 50.5
69�I 19.125 31A1{ BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -7$D 70.0 75.0 MA 75.0 7D.11 -75.0 TOD -75.0 70.0 -75.0 70.0 45.0 70.0
C.F -9U 70.0 -910 700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 700 -90.0 70.0 -90.0 TOD -90.0 7" -W-0 70.0 55.0 55.0 -55.0 55.0 -55.0 55.0
A -75A 70.0 -6&1 69.1 : A 63.4 75&5 56.5 -50.4 50.4 -475 47S -44.7 441 -41A 41S -392 392 -36.9 3&9 X
W919 24 38.919 ILE -75.0 7D.0 -75A 70D 75.0 70.0 -76.0 TOD -75.0 700 -75D 70A 75.0 70b 75A 70.0 75.0 TOD -73.8 AID
C -9Q0 70.E -AD 70➢ - 0A TOD AOD 70A -904 70.0 -24.4 MG -MG MA 180A 70.0 -MA T80 92 70.0 �56.0 SSA -55.0 55.0 35.0 55.0
A 7&0 70.0 -605 60.5 -672 572 -GZI 621 -552 552 -S28 526 -49.1 49.1 762 462 -43.6 43D -41.1 41.1 UNEQUAL LIES
95973 27 42'973 8,E -75.0 J0.0 -75.0 70.0 75.0 70.0 -75b 70.0 -75.0 TIM -7&0 700 -75.0 HID T&0 70.0 -75.0 700 75.0 70.0
CF -90.0 70.0 -90.0 70.0 -80.0 70.0 -90➢ MO •90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -772 7Q0 -73.1 700 -55D 55.0 •550 55.0 -S5.0 55.0
A -75.0 70.0 3A5 53.5 -50.4 50.4 -545 54.5 -547 50.7 -482 482 -44.9 449 -0i0 42.0 -40.1 40.1 -3&0 38.0
108649 30 48.849 B,E -750 70.0 -750 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 T0.0 -75A T0.0 -75.0 70.0 X
C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 �4.7 TQO -79.5 70.0 -7iB 70.0 E9.7 69.7 --2 fi&3 4L1.1 63.1 S50 SS.D -55.0 55.0 fi22 522
A -75.0 711.0 i9.8 49.9 J6.8 {6A S13 513 -47A 47.d ASS 45.5 727 4L7 -40.7 40.7 J&.e 38A -36A 3fi.6
II& 32 51.11M B,E -75.0 70.0 -7&0 70.0 -75.0 VIA •75.0 70.0 -7&0 700 -75.0 70.0 -7&0 70.0 -7&0 70.0 -75.0 TOD -732 TOD
C.F -90.0 70A -90.0 70.0 A0.0 70.0 -90.0 70.0 -IBA 70.0 -732 70.0 -68.3 683 $1.8 61A -61.4 81.1 -58A 55A -55.0 5&0 •509 60.8 -47.7 q7.7 UNEQUAL LITES
A -75.0 70.0 473 473 -44.0 44.0 48.4 4114 -44.7 44.7 -428 42A -41.4 41.4 -39.S 395 -375 37.5 3&7 36.7
122 33.687 54.827 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 MD -75D 70.D -75.0 70.0 -74D 70.0 -71A 70.0
C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 I70.0 -74.0 70.0 �9.4 69.4 4i4.7 84.7 A1D B1A �8.4 58A 35.7 55.7 32.7 521 17.7 47.7 •IA 44.6
A -7SD O- -4" 46B 43.6 43D A?-9 47.9 -443 442 -4244ZA •1.1 41.1 393 392 V3 373 355 355
23.13 34 55.135 B.E -75.0 70.0 -75.0 70.0 -75D 70.0 -75.0 !70.0 -75-0 70.0 -75.0 70.0 -710 70.0 -75.0 70.0 #70.010 -71.0 70.0CF -90.0 O -900 700 -90.0 70.0 -850 70.0 -73.1 70.0 -68.8 68.8 {41 841 LO5 a-5 9 -552 551 51S 515 J72 472 �1.0 44.0 '.D� P'MsFD�yYvYrelUieEA -75.0 70.0 45.5 ISS -428 42.8 -46.7 d8.7 -031 43.1 <1.8 41A -402 402 -38.7 3&7 9 35.0 3&0 2&000 34.791 56.418B,E -75.0 70.0 -7b.0 70.0 -7&070.0 -75.0 70.0 -750 70.0 -7SD 70.0 750 70A -75.0 70.0 -70.1 70.0CF -90.0 70.0 -90.0 70.0 -9D.0 70.0 -W-8 TOM -71.3 70.E b73 873 -62L5 625 -692 12 -53A 53.8 -MI 50.1•74.4 70.0 -13.6 43.8 �1.2 41.2 -45.1 45.1 �1.5 41.5 .40A 40.4 -3&9 3&9 d7.7 37.7 a43 343130 3i89B 58209 BE -75D 700 750 700 70 7-75.0 T .0 -75A 70D -750 70.0 -7&0 TMA fi8A 88.6 .ow
-90.0 70.0 -90.0 700 -90.0 700 -79B 700 -693 693 ss3 SS 9 .6XI a 6n a_u o t. o -.o ..o . ..., ..., .. „
130M
38
5837&
B,E
C F
-7&11
-90.0
70.0
7¢0
-750 70.0 -75.0
•90.0 70-0 -9¢0
70.0
70.0
-75.0
-79.6
70A
7DD
-750
$9.1
702
6&1
-75-0
-651
70.0-75.0 -70.0
05.1 •60.5 605
-7S.0
37.4
70.0
S7A
-72.3 70A -685
54.8 54.6 -61.)
685
51.7
�8A {8A
-03A 438
-01.8 41.8
p1Rtlyrr OF.xsc rn
734
37
fiD
A
B,E
C,F
-729
-]&0
A0.0
70.0
70A
70.0
�22 422 -39.7
-75A 70.0 7&0
A0.0 70.0 -900
39.7
70.0
70.0
-435
-75➢
-T7.1
43S
70A
70A
-00.4
750
fi73
40.4
70.0
87.3
-392
-7&0
4533
392 -37.7 37.7
7&0 75.0 70.0
63.3 -69.1 59.1
.36.7
73.3
-S59
30.7
70A
559
-35.5 355 -33.7
-71.070A 8'7A
-53.0 530 -50.0
33.7
87.4
5&0
783 4&3
-028 42B
.40.8 40.8
7X0' B'OX' WINOOW WIDTHS EQUAL THE SUM OF THE VENT WID-�}1 AND THE FIXED WIDTH.
aa'r,artxria'k�
!�) z'=-+;•
Aa=; ^s=' I 13
ABLE 12. 7X0'9r'OX' & 7XOX' UNEQUAL LITEWUDOWS TEST REPORT--FT43580
GIAZINGOPnON: D.7H6'IA1D 311874S.A903HB
ALL9(OX'SI7PS UP TO 134'WIDE x 63'HIGH WITH 37' MAX VENTWIDTH AND 60- NAX FOXED WIDTH AND A0.0 700
ALL'XO' 0r'OX' SIZES UP T09T WIDE x6r HIGH WITH 37-MAX VENT WIDTH AND Mr MAX FOXED WIDTH
9:rdzR
I
ABLE iTA 7X0'rr'OX' & - XOX7 IWEQUAL DTE WINDOWS TEST REPORT& FTL3580, FTLd607, F7L-4608
Cl/1aNGOPRONS: 0.7716'LAMJ i6'H5,.09D,3116'HS G.13116'LAMI 1/e'AAIRSPACE,7/16'LAMI-W73NFHS-090,3/15w
ALL7XOX'SLZES LIP TO 134'WIDEx76'HIGHWITH 37'MAXVENT WIDTH AND 60' NAX. FOXED WIDTH AND -55.0 55A ALL AD-a'OX. SIZES UP TO 97WIDE x76- HIGH WITH 3T NAX V&CWIDTH AND 6P' mm FIXED WB7TH
VOTES 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FUI DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4-TAPCONS OR
1/4' SS4 CRIE E-FLE)(ANCHORS.
INSTALLING2. IF INSTALLING WRH#12 SCREWS, DESIGN PRESSURE ISLIMITED To 69.6 P.SF.
P.Q 66i i99 •.-•••• vr.0 .. . • Y. Ilat- VI _ 1-ATumv, P.E.
aCY[d2C a.axn� Y '47s Bar uTl4 MS 9 13 ` 764Jr'B D PPEtl l
H
(SEE S
VERTICAL SECTION
OPERABLE UNIT
REFERENCE 'XO' &'XOX' FRAME
ASSEMBLY DETAIL, SHEET 11 A
REFERENCE'XO' &'XOX" FRAME
ASSEMBLY DETAIL, SHEET 11 A
MAX. VENT I -- -- I IN
MAX FIXED LITE 1 E5
DAYLIGHT IF» DAYLIGHTOPENG-�J
OPENING (SEE SHT. 3) s s
(SEES 7.3)
MAX_ WIDTH (SEESH7.3)
HORIZONTAL SECTION -XOX s� REFERENCE'XX'FRAME
ASSEMBLY DETAIL, SHEET 11 A
®69MAX VENT
�-.DAYLIGH OPENING)5 (SEE SHT. 3)4L:
a MAX WIDTH (SEE HT. 3)
HORIZONTAL SECTION -XX
�/ ltaDe��vev�
12
� � 8
X DAYLIGHT r
NING FIXED & 65 45 41
:RABLE VENT MAX VENT
SHTS.3 N) s DAYUGHTOPENINGJ 5
(SEE SHT.
MAX WIDTH (SEE
SHT.4)
HORIZONTAL SECTION - XyT�
xas.�.a$.m m. FLIP
--/ C O'
I[Is (lor
ra�o� Fr..vns
naear,� ALUMINUMCASEMEWININDOW,IMPACT L kTwnpra
�'�i fLJRl1 VuiBllBmo B1 �'r" PEmml
.. u-�,a N7S f0 r3 7045-8 _- D Mocnama
FRAME ASSEMBLY
TUBE, MATL- 6063-T6
'X- FRAME JAMB "
13' MAX. O.C. W/ (2) SCREWS
3- APART AT MIDSPAN
r-X° FRAME JAMEJ
"XX° FRAME ASSEMBLY DETAIL
#12x1 PH TEK SMS
FRAME ASSEMBLY 13-MAIL O C_ W/ (2)
TUBE, MATL_ 6063•T6 ] [3- APART AT MIDST
"X° FRAME JAMB, r-"O"FRAME JAMB
"XO" &'XOX" FRAME ASSEMBLY DETAIL
#8x1 QUAD PH SMS.
(2) PER CORNER
FRAME HEAD OR SILL
NOTE. ALL ALUMINUM SHALL BE OF 6063-T6
—1 1.376'
440"
89 CASEMENT BACKING PLATE
SASHFRAMETOP .062' f 2.919°
—1 - OR BOTTOM RAIL MATL 60&3-T6 NOM.
DWG# 7071
#8x1 QUAD PH SMS L2784'
(2) PER CORNER ,434- O FRAME HEAD, SILL, JAMB
2654- MATL.6063T6
SASH FRAME .062" DWG#7002A
SIDE RAIL I NOM.
�{59'
1— 2139
lj
55 SASH FRAME HEAD, SILL. JAMB
MATL_6063-T6 ~fr'
DWG#7003A
TAME ASSEMBLY DETAIL
JAMB
P.Q 6Wff�
Auwesaxm
pppDULTRII�6�YPd
iop—
FIXED FRAME HEAD, SILL, JAMB
MATL• 6063-76-
DWG# 7005A
lueaATama.AF-
�� m " 13 T045-B D Monm:m
PARTS UST CONT.
MN
DWG#
PGT.#
1 DESCRIPTION
73
7025
K%=q SDIGLEu)CK
74
7016
ISINGLE IfYRKEEPER
75
7W34A
1SX.7.50 QUAUPN S6LS
00
70MA
IfDaM WMOWTRANM-UBM,SIX &IAABLS
81
1155
711PQA
68 X 1 QUAD PN SMS
82
7010
11IED PRA64E CORNER KEY
93
70D7
LNSTALIADO.N HOLE COVER
85
7047
67407
GIA'!1\'G DBAD(13ACL0.
96
13116'
I.G. GLASS (11M AIR SPACE. 5116'IA.3w5116. IASB=
(2)Ln3SOF]A'RSGLASSW11HAN. Dnl.RIAYFA•SOLUnAORDUP(NTPVB
97
13Db`
L(L6SA35t51TK5,A5W$PACE,77169ALD)7116'IAMI=
I116A &34611SG(ASS V TBIAN.090 L`:IF.It1AYLR-SOLUM OR DUP(D7T PYB
IN16'
LG. GLASS (MnL%AIR SPACE, 7116-L W WW LAM]
3/16B5&3/1®LS GIA55 WLTH AN.090 /NIPHIAYPA-SOl.U11A ORDIIM)NTPVB
89
70711
67071 ICASUSUN17RACKNG
PLATE (SEE NOW14, SHEET 13)
.7w y—�
.05(r ' I .86Y
40 5/16' GLAZING BEAD
MAIL: 6063-T6
DWG# 7036
.523"
.050' .865-
41 7/16' GLAZING BEAD
MA PL- 60637T6
DWG# 7042
289, 83 INSTALLATIONCOVER
MAIL: fi 63-T6
040'
DWG# 7007
.177
.870 o50'
.569"
O13116" GLAZING BEAD
MAIL: 6063•T6
DWG# 7047
--1 1.124" 1-
040'—� 1.000'
.423'— {--
.093'
OCASEMENT SCREEN FRAME
67 CASEMENTFRAME
MATU6063-T6
MAIL-6063-T6
DWG# 7006
DWG# 7004A
T■
PARTS LIST&&WITUS/ONS
51IODIK.TRENEWW
ac�P,3.e.marcP7ar50c
r� 13
mew
A T— P.E
c3aro Nis 12 a 13 7045-B D . Mernmw _.
® 2z WOOD BUCK A 1x WOOD BUCK
(SEE NOTE 3)
(SEE NOTE 3) 114' SHIMrI
1/4' MAX. SHIM i
NSEENC•T
SEE NOTE 4
1 12'
MIN.
OPERABLE UNIT FRAME
TO WOOD BUCK
1 112" OR MORE THICK
A 2x WOOD BUCK
(SEE NOTE 3)
4 4 1T4' MAX i
:. ASEENOTE
SECNOTE 4
I Irur�- II 5L
1.1/4- L
MIN.
OPERABLE UNIT FRAME
CONCRETEW/ WOOD BUCK
LESS THAN 1 12' THICK
® Ix WOOD BUCK
(SEE NOTE 3)
114- MAX SHIM
1 �
ASEE NOTE 1 1 . I SEE NOTE 4
SEE NOTE 4
MINMIN.
FIXED UNIT FRAME
FIXED UNIT FRAME TO CONCRETE W!
TO WOOD BUCK
WOOD BUCK LESS THAN 1 112' THICK
110 OR MORE THICK
114' MAX. SHIM 1/4' MAX SHIM
ASEENOTEI SEND TE4 TAevPaen
ASEE NOTE 1��'p`'�'
sEENOTE a NOTE: ALL DETAILS
APPLY TO HEAD,
SILL, AND JAMB.
I. A IIa•1 _ _J
IN. MIN. rnarxx--rnu+¢wut
OPERABLE NIT FRAME FIXED UNIT FRAME
TO CONCRETE TO CONCRETE
NOTES: A
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE GOIINTY, USE ONLY MIAMI-DADE COUNTY APPROVED 114'ELCO TAPCONS OR 1/4" SS4 PodBa
CRETE-FLEX CONCRETE ANCHORS. MINIMUM VMT FROM TVBCHORl'O CONCRETE EDGE TS 212'. SEE SHEET 1 FOR SPACING.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTYJ USE #12 SCREWS,1/4" ELCO TAPCONS OR 114" ELCO SS4 CRETE-FLEX
SEE SHEET 1 FOR SPACING.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THI J,PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12'. 1x WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE- WOOD BUCKS DEPICTED AS 2x ARE 1110 THICK OR �—
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
HAVING JURISDICTION. I
4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DAOE COUNTY_
�o m R sa,s 1!��w ALUMINUM CASEMENT WINDOW, IMPACT
PABOX I� _ LYW A iumr, P.E.
N3[i1Jv! bly Bsa�s PEM1y
cn-� B NiS t� fJ � 7d15-8 D