HomeMy WebLinkAboutNOA 18100116 FWM IAM I -MADE MIAMI-DADE COUNTY
• 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) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL 32832
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 "238 Designer" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 18-91D, titled "Series -238 Designer Fixed Window", sheets 1
through 8 of 8, dated 12/27/01, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance
number and approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear 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 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, 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 and consists of this page 1 and evidence pages E- 1, E-2 and E-3, as well as approval document
mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
r_1 NOA No. 18-1001.16
f10. Expiration Date: October 20, 2023
Approval Date: December 13, 2018
Page 1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 96-0603.07 and 09-0303.01)
2. Drawing No. 18-91D, titled "Series -238 Designer Fixed Window", sheets 1 through 8
of 8, dated 12/27/01, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(b and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No. 15-0512.15)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No. 15-0512.15)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(t and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No. 15-0512.15)
4. 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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
Manuel Pe z, P.E.
Product Control xa iner
NOA No. 18- 01.16
Expiration Date: October 20, 2023
Approval Date: December 13, 2018
E-1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. along with marked -up drawings and installation diagram of aluminum fixed windows,
prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0105-08,
dated 01/08/08, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 09-0303.01)
5. 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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.
HTL-0080-0303-96 and HTL-0080-0502-97, dated 03/05/96 and 05/02/97, both
signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA No 96-0603.07)
6. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94,
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum casement,
project -out and fixed windows, prepared by American Test Lab of South Florida, Inc.,
Test Report No. ATLSF-1209.01-94, dated 12/09/94 to 12/14/94, signed and sealed
by Gerard B. Sullivan, P.E.
(Submitted under NOA No. 96-0603.07)
7. Test reports on: 1) Large Missile Impact Test, per SFBC, PA 202-94
2) Cyclic Wind Pressure Loading, per SFBC, PA 202-94
along with marked -up drawings and installation diagram of an aluminum project -out
window, prepared by Fenestration Testing Laboratory, Inc. Report No. FTL-1018,
dated 09/26/94, signed and sealed by Yamil Kuri, P.E.
(Submitted under NOA No. 96-0603.07)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 07/16/14, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 14-0903.07)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel Pe z, E.
Product Control xam' er
NOA No. 1 - 1.16
Expiration Date: October 20, 2023
Approval Date: December 13, 2018
E-2
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 51h Edition (2014), with
FBC 61h Edition (2017) and of no financial interest, dated August 29, 2017, issued by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA # 17-0926.17)
2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, issued by
Hurricane Test Laboratory, Inc., dated 01/08/08, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No. 09-0303.01)
3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and
HTL-0080-0502-97, issued by Hurricane Test Laboratory, Inc., dated 03/05/96 and
05/02/97, both signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA No. 96-0603.07)
4. Laboratory compliance letters for Test Report No. ATLSF-1209.01-94, issued by
American Test Lab of South Florida, Inc., dated 12/09/94 to 12/14/94, signed and
sealed by Gerard B. Sullivan, P.E.
(Submitted under NOA No. 96-0603.07)
5. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as
well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass
spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by
Jaime Gascon, P.E., Supervisor, Product Control Section.
(Submitted under NOA No. 15-0512.15)
6. Private Labeling Agreement document in conformance to Product Control guidelines
dated 09/05/18, signed by Dean M. Ruark, P.E.
G. OTHERS
1. None.
E-3
&1aad 2 6&- -
Manuel Pe z, E.
Product Controlxami er
NOA No. 1 1.16
Expiration Date: October 20, 2023
Approval Date: December 13, 2018
0 5
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OW
EXTERIOR
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2 SEE CHARTS ON SHEETS 3 THRU 5 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE
WIND DURATION.
STEP 3 USING CHART ON SHEET 7 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
SHALL APPLY TO ENTIRE SYSTEM.
0
WINDOW WIDTH 31
0
rn
VENT WIDTH
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WW -2" M
D.L. OPG. Z z
WW -6 1/2- SURFACE APPLIED p` N a
6" MAX. TYP. /" FALSE MUNTINS
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1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
proroVed 88 COMplyifig r itb tk
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drawing no.
18-91 D
sheet 1 of 8
MITERED COPED 90° CORNERS ONLY
VENT CORNER
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
-11 — I-M.iroc
MITERED COPED 90' CORNERS ONLY
FRAME CORNER
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
CGI -386
4
FRAME
6063—T6
INDALEX OR EQUIV.
2
CGI -387
4
VENT
6063—T6
INDALEX OR EQUIV.
2A
CGI -3871G
4
VENT (INSUL GLASS)
6063—T6
INDALEX OR EQUIV.
3
CGI—
4
GLAZING BEAD
6063—T5
INDALEX OR EQUIV.
4
—
AS REQD.
GLAZING BEAD SCREWS ® 6" FROM ENDS & 20" O.C. MAX.
—
#12 X 5/8" SMS
5
—
—
GLAZING COMPOUND
SILICONE
GE -1000 ( NON—IMPACT )
5A
—
—
GLAZING COMPOUND
SILICONE
GE -1200 ( IMPACT )
6
—
4
1/2" X .090" SINGLE FACED GLAZING TAPE
FOAM
—
7
Q200 X190
AS REQD.
VENT WEATHERSTRIPPING
—
SCHLEGEL Q—LON
—
AS REQD.
VENT SCREWS ® 17" O.C. TYP.
—
#10 X 1" SS SMS
E108
—
2/ CORNER
FRAME AND VENT ASSEMBLY SCREWS
—
#10 X 1-1/4" SS SMS
—
2/ LITE
SETTING BLOCK
EPDM
I DUROMETER 80±5 SHORE A
PARTIAL CIRCLE
TUMBSTONE
WINDOW WIDTH
ARCH TOP
x
z
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0
z
z
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3.0
0
z
3
z
W
J
0
0
z
3
WINDOW WIDTH
SQUARE OR RECTANGLE
_ WINDOW WIDTH _ WINDOW WIDTH � WINDOW WIDTH
OCTAGON HEXAGON TRAPEZOID PENTAGON
I I
I I
= WINDOW LENGTH
C.9 P -
J ELLIPSE
J
I I 3:
1 00
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1 I
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W
WINDOW WIDTH
VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN
A RECTANGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT
CHARTS ON SHEETS 3, 4 & 5 FOR GLASS
AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE.
WINDOW WIDTH WINDOW LENGTH
FULL CIRCLE HALF CIRCLE
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2.085
.100
Typ.
TYP.
.835
1.510 II
1.500
Q
798 I -
FRAME
2.215-
m
1.625—
VENT
.625—VENT
3
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1.750 r
.750
19�_. 12
GLAZING STOP
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drawing no.
18-91 D
sheet 2 of $
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-) EXT. (+)
1 NT. (-)
24"
30"
36"
42"
48"
54"
60"
36"
110.0
180.0
110.0
180.0
110.0 144.0 110.0
144.0
110.0 120.0 110.0
120.0
110.0 120.0 110.0
120.0
101.4 101.4 110.0
120.0
84.8 84.8 110.0
120.0
74.7 74.7 110.0
114.3
24"
30"
36"
42"
48"
54"
60"
42"
110.0
166.4
110.0
168.0
110.0 142.5 110.0
144.0
110.0 120.0 110.0
120.0
102.9 102.9 102.9
102.9
85.0 85.0 102.9
102.9
75.1 75.1 102.9
102.9
66.4 66.4 90.0
90.0
24"
30"
36"
42"
48"
54"
60"
48"
1
110.0
153.1
110.0
160.0
110.0 117.6 110.0
120.0
101.4 101.4 110.0
120.0
85.0 85.0 102.9
102.9
75.5 75.5 90.0
90.0
68.4 68.4 90.0
90.0
63.6 63.6 1 90.0
90.0
24"
30"
36"
42"
48"
54"
60"
54"
110.0
134.8
110.0
154.3
99.4 99.4 110.0
120.0
84.8 84.8 110.0
120.0
75.1 75.1 102.9
102.9
68.4 68.4 90.0
90.0
65.8 65.8 80.0
80.0
59.0 59.0 80.0
80.0
24"
30"
36"
42"
48"
54"
60"
110.0
119.4
110.0
120.0
87.8 87.8 110.0
120.0
74.7 74.7 110.0
114.3
66.4 66.4 90.0
90.0
63.6 63.6 90.0
90.0
59.0 59.0 80.0
80.0
24"
30"
36"
42"
48"
66
110.0
112.5
110.0
120.0
82.1 82.1 110.0
120.0
66.6 66.6 90.0
90.0
58.1 58.1 90.0
90.0
56.1 56.1 90.0
90.0
24"
30"
36"
42"
48"
72"
105.4
105.4
110.0
120.0
74.0 74.0 110.0
120.0
59.2 59.2 90.0
90.0
51.2 51.2 90.0
90.0
49.8 49.8 83.9
83.9
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
24"
30"
36"
42"
78„
97.5
97.5
110.0
120.0
67.2 67.2 90.0
90.0
50.8 50.8 90.0
90.0
46.1 46.1 86.1
86.1
24"
30"
36"
84"
103.0
103.0
110.0
120.0
63.0 63.0 90.0
90.0
47.3 47.3 90.0
90.0
24"
30"
36"
96"
87.5
87.5
110.0
120.0
56.3 56.3 90.0
90.0
41.6 41.6 90.0
90.0
24"
30"
108„
69.6
69.6
90.0
90.0
53.5 53.5 90.0
90.0
24"
120"
58.8
58.8
90.0
90.0
WINDOW LENGTH
WD. WIDTH
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN.
1/8" ANN. GLASS
090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Trosifol PVB
a By 'Kuraray America, Inc.'
�7- Lj
z M 1 /8" ANN. GLASS
W
GE -1200
I SILICONE
AT 1/4 POINTS ON LITES
10 WIDER THAN 36"
5/16" NOMINAL
GLASS TYPE '2'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
19-1/8"
26-1/2"
37"
53-1/8"
26"
110.0
210.0
110.0
210.0
110.0 166.2 110.0
166.2
110.0 166.2 110.0
166.2
110.0 120.0 110.0
120.0
19-1/8"
26-1/2"
37"
53-1/8"
38-3/8"
110.0
200.6
110.0
200.6
110.0 163.0 110.0
163.0
110.0 116.8 110.0
116.8
81.9 81.9 110.0
112.6
19-1/8"
26-1/2"
37"
53-1/8"
50-5/8"
110.0
185.7
110.0
185.7
110.0 1 125.2 110.0
147.2
92.1 92.1 110.0
116.8
66.6 66.6 85.3
85.3
19-1/8"
26-1/2-
37"
53-1/8" 1
63'
110.0
177.5
110.0
177.5
98.1 98.1 110.0
120.0
68.6 68.6 110.0
110.2
56.6 56.6 1 81.3
81.3
19-1/8"
26-1/2"
37"
74-1/4"
110.0
.0
120.0
85.2 .0
L55.4L910.0
120.0
55.4
90.0
3/16" ANN. GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
3/16" ANN. GLASS
GE -1200
SILICONE
AT 1/4 POINTS ON LITES
WIDER THAN 36"
7/16" NOMINAL
GLASS TYPE '3'
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sheet 3 of 8
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7
FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+) 1 NT. (-)
24"
30"
36"
42"
48"
54"
60"
36"
110.0 195.8
110.0 156.6
110.0 130.5
110.0 120.0
110.0 120.0
110.0 120.0
110.0 120.0
24"
30"
36"
42"
48"
54"
60"
42"
110.0 193.6
110.0 156.6
110.0 120.0
96.9 111.9
96.9 111.9
96.9 111.9
90.0 90.0
24"
30"
36"
42"
48"
54"
60"
48"
110.0 184.4
110.0 120.0
110.0 120.0
96.9 111.9
84.8 97.9
90.0 90.0
90.0 90.0
24"
30"
36"
42"
48"
54"
60"
54
1
110.0 177.8
110.0 120.0
110.0 120.0
96.9 111.9
90.0 90.0
80.0 80.0
80.0 80.0
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
g1"
84"
87"
60„
110.0 120.0
110.0 120.0
110.0 120.0
90.0 90.0
90.0 90.0
80.0 80.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
50.0 50.0
50.0 1 50.0
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7
FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+) 1 NT. (-)
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81 "
84"
87"
66"
110.0 120.0
110.0 120.0
90.0 90.0
90.0 90.0
90.0 90.0
70.0 70.0
70.0 70.0
70.0 70.0
68.6 68.6
65.5 65.5
65.5 65.5
65.5 65.5
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
24"
30"
36"
42"
48"
51"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
72"
110.0 120.0
110.0 120.0
90.0 90.0
90.0 90.0
90.0 90.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
68.6 68.6
65.5 65.5
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
24"
30"
36"
42"
45"
48"
51"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81 " 1
78"
110.0 120.0
90.0 90.0
90.0 90.0
90.0 90.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7
FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+) 1 NT. (-)
24"
30"
36"
42"
45"
48"
51"
54"
57"
60"
63"
66"
69"
72"
75"
84"
110.0 120.0
90.0 90.0
90.0 90.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
24"
30"
36"
39"
42"
45"
48"
51"
54"
57"
60"
63"
66"
96"
1
110.0 120.0
90.0 90.0
90.0 90.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
24"
30"
33"
36"
39"
42"
45"
48"
51"
54"
57"
60"
108"
90.0 90.0
90.0 90.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
24"
30"
33"
36"
39"
42"
45"
48"
51"
54"
120"
90.0 90.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7
FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+) 1 NT. (-)
24"
30"
33"
36"
39"
42"
45"
48"
132"
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
24"
30"
33"
36"
39"
42"
45"
144"
70.0 70.0
70.0 70.0
70.0 70.0
50.0 50.0
50.0 50.0
50.0 50.0
50.0 50.0
24"
30"
33"
36"
39"
156"
70.0 70.0
70.0 70.0
50.0 50.0
50.0 50.0
50.0 50.0
WINDOW LENGTH
WI
x
z
J
O
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
IF-
PERFORMANCE VALUES
OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 AND 6
FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+) 1 NT. (-)
19-1/8"
26-1/2"
37"
53-1/8-
26"
110.0 210.0
110.0 180.7
110.0 180.7
110.0 120.0
19-1/8"
26-1/2-
37"
53-1/8"
38-3/8"
110.0 210.0
110.0 177.3
110.0 120.0
110.0 120.0
19-1/8"
26-1/2"
37"
53-1/8"
50-5/8"
110.0 210.0
110.0 169.7
110.0 120.0
85.3 85.3
19-1/8"
26-1/2"
37"
53-1/8"
63"
110.0 204.6
110.0 120.0
110.0 120.0
81.3 81.3
19-1/8"
26-1/2-
37"
53-1/8-
74-1/4"
110.0 120.0
110.0 120.0
90.0 90.0
70.0 70.0
16" HEAT STREN'D GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Trosifol PVB
By 'Kuroroy America, Inc.'
3/16" HEAT STREN'D GLASS
GE -1200
SILICONE
AT 1/4 POINTS ON LITES
10 WIDER THAN 36"
7/16" NOMINAL
GLASS TYPE '6'
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PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
24"
30"
36"
42"
48"
54"
60"
36"
1
110.0
180.0
110.0
195.8
110.0 144.0 110.0
156.6
110.0 120.0 110.0
130.5
110.0 120.0 110.0
120.0
107.7 107.7 110.0
120.0
90.1 90.1 110.0
120.0
79.3 79.3 110.0
120.0
24"
30"
36"
42"
48"
54"
60"
42"
1
110.0
168.0
110.0
193.6
110.0 144.0 110.0
156.6
110.0 120.0 110.0
120.0
102.9 102.9 96.9
111.9
90.3 90.3 96.9
111.9
79.8 79.8 96.9
111.9
70.5 70.5 90.0
90.0
24"
30"
36"
42"
48"
54"
60"
48"
110.0
160.0
110.0
184.4
110.0 120.0 110.0
120.0
107.7 107.7 110.0
120.0
90.3 90.3 96.9
111.9
80.2 80.2 84.8
97.9
72.7 72.7 90.0
90.0
67.6 67.6 90.0
90.0
24"
30"
36"
42"
48"
54"
60"
54"
1
110.0
143.3
110.0
177.8
105.6 105.6 110.0
120.0
90.1 90.1 110.0
120.0
79.8 79.8 96.9
111.9
72.7 72.7 90.0
90.0
69.9 69.9 80.0
80.0
62.7 62.7 80.0
80.0
24"
30"
36"
42"
48"
54"
60"
110.0
120.0
110.0
120.0
93.3 93.3 110.0
120.0
79.3 79.3 110.0
120.0
70.5 70.5 90.0
90.0
67.6 67.6 90.0
90.0
62.7 62.7 80.0
80.0
24"
30"
36"
42"
48"
66"
110.0
119.5
110.0
120.0
87.2 87.2 110.0
120.0
70.7 70.7 90.0
90.0
61.7 61.7 90.0
90.0
59.6 59.6 90.0
90.0
24"
30"
36"
42"
48"
72"
110.0
1 1 1.9
110.0
120.0
78.6 78.6 110.0
120.0
62.9 62.9 90.0
90.0
54.4 54.4 90.0
90.0
1 52.9 1 52.9 90.0 1
90.0
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
24"
30"
36"
42"
78„
103.6
103.6
110.0
120.0
71.4 71.4 90.0
90.0
54.0 54.0 90.0
90.0
48.9 48.9 90.0
90.0
24"
30"
36"
84"
109.4
109.4
110.0
120.0
67.0 67.0 90.0
90.0
50.2 50.2 90.0
90.0
24"
30"
36"
96"
92.9
92.9
110.0
120.0
59.8 90.0
90.0
[59J8
44.2 44.2 90.0
90.0
24"
30"
108"
74.0
74.0
90.0
90.0
56.8 56.8 90.0
90.0
24"
120"
62.5
62.5
90.0
1 90.0
wnw WIDTH
WINDOW LENGTH
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
25.
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
19-1/8"
26-1/2"
37"
53-1/8"
26
110.0
210.0
110.0
210.0
110.0 166.2 110.0
180.7
110.0 166.2 110.0
180.7
1 110.0 120.0 110.0
1 120.0
19-1/8-
26-1/2-
37"
53-1/8"
38-3/8"
110.0
200.6
110.0
210.0
110.0 163.0 110.0
177.3
110.0 116.8 110.0
120.0
87.0 87.0 110.0
120.0
19-1/8-
26-1/2-
37"
53-1/8" 1
50-5/8"
110.0
185.7
110.0
210.0
110.0 133.0 110.0
169.7
97.9 1 97.9 110.0
120.0
70.8 70.8 85.3
85.3
19-1/8"
26-1/2"
37"
53-1/8-
63"
1
110.0
177.5
110.0
204.6
104.3 104.3 110.0
120.0
72.9 72.9 110.0
120.0
60.1 60.1 81.3
81.3
19-1/8"
26-1/2-
37" 1
74-1/4"
110.0
120.0
110.0
120.0
90.5 90.5 110.0
120.0
58.8 1 58.8 90.0
90.0
1/8" TEMP. GLASS�1/8" TEMP. GLASS
X1/8" ANN. GLASS X1/8" TEMP. GLASS
090" Interlayer 090" Interlayer
Saflex Clear And Color Glass Saflex Clear And Color Glass
By'
Chemical Co.' By 'Eastman Chemical Co.'
OR OR
.090" Interlayer .090" Interlayer
Trosifol PVB Trosifol PVB
w By 'Kuraroy America, Inc.' a W By 'Kuraray America, Inc.'
uj
Fn m
N 1/8" ANN. GLASS U) 1/8" TEMP. GLASS
GE -1200 GE -1200
SILICONE
i i i i i j SILICONE
XL EDGE SPACER XL EDGE SPACER
ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL'
OR 10 AT 1 /4 POINTS ALL SIZES OR 10 AT 1/4 POINTS ALL SIZES
DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX'
OR OR
SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED
GLASS TYPE '2A' GLASS TYPE '3A'
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18-91 D
sheet 5 of 8
1/4" ULTRACON
SEALANT
INSTALLATION TYPE '1'
INSTALLATION CONDITIONS (APPLIES TO ALL FOUP, SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
1 3/8"
M
WOOD BUCK TYPE '1'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
1/4" ULTRACONS
1-1/2" EMBED
SEALANT
1 3/8"
°
°
vQ
a ° BUCK INSTALLATION BY OTHERS
1" MIN.
INSTALLATION TYPE '3'
WOOD BUCK TYPE '3'
MATERIA : PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
SEAL
n /A 111 -A-Ki
INSTALLATION TYPE '2'
d-
M
2 1/8"
MIN.
WOOD BUCK TYPE '2'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
1/4" ULTRACONS
1-1/2" EMBED
SEALANT
1" MIN.
X N
S
° BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '4'
"vela
WOOD BUCK TYPE '4'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
WOOD BUCKS NOT BY WINDOOR INC., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL
STRUCTURES
ATTACHMENT TO
METAL STRUCTURES
ATTACHMENT TO
APPROVED MULLIONS
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( sheet 6 of 8 )
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
WINDOW DIMS.
EXT. (+)
INT. (-)
WIDTH
HEIGHT
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
36"
210.0
210.0
210.0
210.0
210.0
210.0
190.5
177.8
208.3
196.1
185.2
175.4
166.7
190.5
181.8
173.9
166.7
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
42"
210.0
210.0
210.0
210.0
210.0
207.8
175.8
163.3
190.5
178.6
168.1
158.7
150.4
171.4
163.3
155.8
149.1
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
48"
210.0
210.0
210.0
210.0
210.0
200.0
166.7
153.8
178.6
166.7
156.3
147.1
138.9
157.9
150.0
142.9
136.4
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
WINDOW DIMS.
EXT. (+)
INT. (-)
WIDTH
HEIGHT
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
54"
210.0
210.0
210.0
207.8
200.0
197.5
161.6
148.1
170.9
158.7
148.1
138.9
130.7
148.1
140.4
133.3
127.0
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
60"
210.0
210.0
190.5
175.8
166.7
161.6
160.0
145.5
160.0
153.8
142.9
133.3
125.0
141.2
133.3
126.3
120.0
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
g0"
66"
210.0
210.0
208.3
190.5
178.6
170.9
160.0
145.1
165.3
151.5
139.9
129.9
121.2
136.4
128.3
121.2
114.8
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
WINDOW DIMS.
EXT. (+)
INT. (-)
WIDTH
HEIGHT
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
72"
210.0
210.0
185.2
168.1
156.3
148.1
142.9
141.1
139.9
139.1
138.9
128.2
119.0
133.3
125.0
117.6
111.1
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
78"
210.0
190.5
166.7
150.4
138.9
130.7
125.0
122.9
121.2
119.9
119.0
118.5
118.3
118.3
118.3
115.4
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81-
84"
210.0
208.7
181.8
163.3
150.0
140.4
133.3
130.6
128.3
126.5
125.0
123.9
118.3
122.6
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
96"
210.0
177.8
153.8
137.1
125.0
115.9
109.1
106.3
103.9
101.8
100.0
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
WINDOW DIMS.
EXT. (+)
INT. (-)
WIDTH
HEIGHT
24"
30"
36"
42"
48"
54"
60"
63"
108"
210.0
180.6
155.6
137.9
125.0
115.2
107.7
104.6
24"
30"
36"
42"
48"
54"
120"
210.0
182.9
156.9
138.5
125.0
114.7
24"
30"
36"
42"
48"
132"
210.0
184.6
157.9
139.0
125.0
24"
30"
36"
42"
48"
144"
204.5
167.4
142.9
125.4
112.5
24"
30"
36"
42"
156"
208.3
170.2
144.9
127.0
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 6 FOR DETAILS
WINDOW DIMS.
EXT. (+)
INT. (-)
WIDTH
HEIGHT
19-1/8-
26-1/2"
37"
53-1/8"
26"
210.0
210.0
210.0
210.0
19-1/8-
26-1/2"
37"
53-1/8-
38-3/8"
210.0
210.0
210.0
210.0
19-1/8.
26-1/2"
37"
53-1/8"
50-5/8"
210.0
210.0
210.0
204.5
19-1/8"
26-1/2"
37"
53-1/8"
63„
210.0
210.0
174.9
148.8
19-1/8-
26-1/2"
37"
53-1/8"
74-1/4"
210.0
210.0
174.5
142.1
WDW. WIDTH
W DOW _IN
LENGTH
J
o
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
#12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
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PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
WINDOW DIMS.
ANCHORS ANCHORS
AT 17" O.C. AT 10" O.C.
WIDTH
HEIGHT
EXT. (+) EXT. (+)
INT. (-) INT. (-)
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
36"
207.8 210.0
189.9 210.0
184.7 210.0
138.5 184.7
147.7 184.7
123.1 184.7
105.5 158.3
98.5 172.4
115.4 161.6
108.6 152.1
102.6 143.6
97.2 155.5
92.3 147.7
105.5 140.7
100.7 151.1
96.3 144.5
92.3 138.5
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
42"
166.2 210.0
147.7 197.0
138.5 184.7
135.7 180.9
135.7 175.9
115.1 172.7
97.4 146.1
90.4 158.3
105.5 147.7
98.9 138.5
93.1 130.4
87.9 140.7
83.3 133.3
95.0 126.6
90.4 135.7
86.3 129.5
82.6 123.9
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
48"
184.7 210.0
161.2 201.5
147.7 184.7
135.7 175.9
138.5 173.1
110.8 166.2
92.3 138.5
85.2 149.2
98.9 138.5
92.3 129.3
86.6 121.2
81.5 130.4
76.9 123.1
87.5 116.6
83.1 124.7
79.1 118.7
75.5 113.3
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATI ON ANCHORS
WINDOW DIMS.
ANCHORS ANCHORS
AT 17" O.C. AT 10" O.C.
WIDTH
HEIGHT
EXT. (+) EXT. (+)
INT. (-) INT. (-)
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
54"
158.3 210.0
136.4 204.6
123.1 184.7
115.1 172.7
110.8 166.2
109.4 164.1
89.5 134.3
82.1 143.6
94.7 132.6
87.9 123.1
82.1 114.9
76.9 123.1
72.4 115.9
82.1 109.4
77.8 116.6
73.9 110.8
70.3 105.5
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
60"
138.5 207.8
118.2 177.3
105.5 158.3
97.4 146.1
92.3 138.5
89.5 134.3
88.6 133.0
80.6 133.0
88.6 129.3
85.2 119.3
79.1 110.8
73.9 118.2
69.3 110.8
78.2 104.3
73.9 110.8
70.0 105.0
66.5 99.7
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
66"
153.9 210.0
130.4 182.5
115.4 1 161.6
105.5 147.7
98.9 138.5
94.7 132.6
88.6 129.3
80.4 128.5
91.6 128.2
83.9 117.5
77.5 108.5
71.9 115.1
67.2 107.4
75.5 100.7
71.1 106.7
67.2 100.7
63.6 95.4
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATI ON ANCHORS
WINDOW DIMS.
ANCHORS ANCHORS
AT 17" O.C. AT 10" O.C.
WIDTH
HEIGHT
EXT. (+) EXT. (+)
IM, (-) INT. (-)
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
90"
72"
138.5 193.9
116.6 163.3
102.6 143.6
93.1 130.4
86.6 121.2
82.1 114.9
79.1 110.8
78.2 109.4
77.5 108.5
77.1 107.9
76.9 107.7
71.0 107.7
66.0 105.5
73.9 98.5
69.3 103.9
65.2 97.8
61.6 92.3
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
78"
125.9 201.5
105.5 168.8
92.3 147.7
83.3 133.3
76.9 123.1
72.4 115.9
69.3 110.8
68.1 108.9
67.2 107.4
66.4 106.3
66.0 105.5
65.7 105.1
65.6 104.9
65.6 97.4
65.6 102.3
63.9 95.9
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
75"
78"
81"
84"
138.5 207.8
115.6 173.4
100.7 151.1
90.4 135.7
83.1 124.7
77.8 116.6
73.9 110.8
72.4 108.5
71.1 106.7
70.1 105.1
69.3 103.9
68.6 102.9
65.6 102.3
67.9 97.3
24"
30"
36"
42"
48"
54"
60"
63"
66"
69"
72"
96"
118.7 197.9
98.5 164.1
85.2 142.1
76.0 126.6
115.4
107.1
E60.4100.7
98.2
57.6 95.9
56.4 94.0
55.4 92.3
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATI ON ANCHORS
WINDOW DIMS.
ANCHORS ANCHORS
AT 17" O.C. AT 10" O.C.
WIDTH
HEIGHT
EXT. (+) EXT. (+)
INT. (-) INT. (-)
24"
30"
36"
42"
48"
54"
60"
63"
108"
121.2 190.4
100.1 157.3
86.2 135.4
76.4 120.1
69.3 108.8
63.8 100.3
59.7 93.8
57.9 91.0
24"
30"
36"
42"
48"
54"
120"
123.1 184.7
101.3 152.0
86.9 130.4
76.7 115.1
69.3 103.9
63.5 95.3
24"
30"
36"
42"
48"
132"
124.7 180.1
102.3 147.7
87.5 126.4
77.0 111.2
69.3 100.0
24"
30"
36"
42"
48"
144"
113.3 188.9
92.8 154.6
79.1 131.9
69.5 115.8
62.3 103.9
24"
30"
36"
42"
156"
115.4 184.7
94.3 150.9
80.3 128.5
70.3 112.6
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
WINDOW DIMS.
ANCHORS ANCHORS
AT 17" O.C. AT 10" O.C.
WIDTH
HEIGHT
EXT. (+) EXT. (+)
INT, (-) INT. (-)
19-1/8"
26-1/2"
37"
53-1/8-
26"
210.0 210.0
210.0 210.0
191.8 210.0
152.9 210.0
19-1/8"
26-1/2"
37"
53-1/8"
38-3/8"
210.0 210.0
179.7 210.0
162.7 210.0
122.5 183.8
19-1/8"
26-1/2"
37"
53-1/8"
50-5/8"
203.2 210.0
161.1 201.4
134.2 167.8
113.3 155.6
19-1/8-
26-1/2"
37"
53-1/8.
63"
156.1 210.0
121.0 210.0
96.9 169.6
82.4 144.2
19-1/8"
26-1/2"
37"
53-1 /8"
74-1/4"
161.2 210.0
123.4 197.4
96.7 154.7
78.7 126.0
ALUMINUM DUCK FRAMING DE'T'AILS
REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
2.500 .845
845 .065
.065 �92
T
.562 1.125
1.4 36.
125 .903
ALUMINUM BUCK OPTIONAL COVER
6063-T6 6063-T6
#14 SMS
AT 6" FROM ENDS
17" O.C. MAX.
AT HEAD/SILL/JAMB
X
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EDGE DIST: a 1,Y4 DIA, ULTRACON
1,+1/4" MIN. CONC. EMBED
AT 6" FROM ENDS
SEE CHART FOR SPACING
INSTALLATION TYPE '5' AT HEAD/SILL/JAMB
1" MIN.
INSTALLATION TYPE '6'
2BY WOOD BUCK OR WOOD STRUCTURES
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TYPICAL INSTALLATION DETA L
ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM
1/4" DIA. ULTRACON
1-1/4" MIN. CONC. EMBED
AT 6" FROM ENDS
SEE CHART FOR SPACING
AT HEAD/SILL/JAMB
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(sheet 8 of 8 1
#14 SMS
AT 6" FROM ENDS
17" O.C. MAX.
c
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INSTALLATION TYPE '6'
2BY WOOD BUCK OR WOOD STRUCTURES
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ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM
1/4" DIA. ULTRACON
1-1/4" MIN. CONC. EMBED
AT 6" FROM ENDS
SEE CHART FOR SPACING
AT HEAD/SILL/JAMB
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