HomeMy WebLinkAboutNOA 18-1001.17 Estate windoor rectangle fixedM IAM I•DADE MIAMI-DARE 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.gov/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" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 18-92D, titled "Series-238 Aluminum Fixed Window (L.M.I.)",
sheets 1 through I of 11, dated 02/19/99, 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 18-1001.17
Expiration Date: October 26, 2023
Approval Date: December 13, 2018
Page I
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Manufacturer's die drawings and sections (See NOA #17-0926.18)
2. Drawing No. 1&92D, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through
1 I of 11, dated 02/19/99, prepared by Al-Farooq Corporation, signed and sealed by
Javad Ahmad, P.E.
B. TESTS (See NOA #17-0926.18)
C. CALCULATIONS (See NOA #17-0926.18)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS (See NOA #17-0926.18)
F. STATEMENTS (See NOA #17-0926.18)
G. OTHERS
1. Private labeling agreement between WinDoor, Inc. and CGI Windows and Doors, Inc.
document in conformance of RER guideline dated 09/12/2018.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-1001.17
Expiration Date: October 26, 2023
Approval Date: December 13, 2018
E-1
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 4 THRU 6 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE/TYPE,
STEP
3
USING CHART ON SHEET 9 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
STEP
4
IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON
SHEETS 10 & 11 TO DETERMINE CAPACITY,
STEP
5
THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4
SHALL APPLY TO ENTIRE SYSTEM.
t• 11 ellop
FLANGE FRAME
WINDOW WIDTH
VENT WIDTH
WW-2„
D.L. OPG.
-7 6" MAX. TYP.
HEAD/SILL
CORNERS
Mir
II
�p
II II U
II II
II II
II
p
II II
II II
II II
II I
---It__---t-- SURFACE APPLIED
FALSE MUNTINS
❑PTIONAL
I
TYPICAL ELEVATION
(FLANGE FRAME)
MAX. ANCHOR SPACING TO BE AS FOLLOWS
17" O.C. ON LONGER SIDES
18" O.C. ON SHORTER SIDES
DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
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 Approved as
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE I�I� €q Bqtl�I.
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Date I1 FiA
'�' THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION `q'j'
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.
0
o
LO
J LO
I
00
�
_z o
3 v
w N o
X � �
� 0 N
Z O (N o
U r4) ro
J I
Q J
li 00
NQ o 0
w � o�O
3 �o
c
0
C
U
U
N
i»
c
o
o
a
a�i
o
L
�
EN
1 Ncs70592
•
drawing •
11
SS��NAL NO \
GENERAL WINDOW SECTIONS
EQUAL LEG FRAME
W a:
o Lo
EXTERIOR
n
WINDOW WIDTH
VENT
WIDTH
WW-1
1 /2"
D.L.
OPG4
ww-s
1/2"
18" MAX.
TYPICAL ELEVATION
(EQUAL LEG FRAME)
TYP
HEAD/SILL
CORNERS
m
�
QZ
�m
O
U
SURFACE APPLIED
FALSE MUNTINS
DPTIDNAL
MAX. ANCHOR SPACING TO BE AS FOLLOWS
17" O.C. ON LONGER SIDES
18" O.C. ON SHORTER SIDES
0
L
U
O
N
W
C
N
O
0
O
N
O
�
C
N
® 0 coo
QN
No. 70592 �_ a
R t 7
a O U t
ep 24,20180:
o°
SWEOF 4 e drawing no.
° c� ®® 18-92D
%W� N sheet 2 of 11
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
FRAME COF
2d
CORNER KEY
060 THICK ST. STEEL
E�
2,1
CORNER KEY
062 THICK ALUMINUM
I�]
1,307
1.057
2.075
I[�II�i�7�1
FLANGE FRAME
P�[iyb7
2,215 2 465
2.465 2.715
EQUAL LEG FRAME
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
CGI-373
4
FLANGE FRAME
6063-T6
INDALEX OR EQUIV,
1A
CGI-397
4
EQUAL LEG FRAME
6063-T6
INDALEX OR EQUIV,
2
CGI-378
4
VENT (5/16" LAM. GLASS)
6063-T6
INDALEX OR EQUIV,
28
CGI-381
4
VENT (INSUL. LAM. GLASS)
6063-T6
INDALEX OR EQUIV,
2C
I CGI-385
4
VENT (7/16" LAM. GLASS)
6063-T6
INDALEX OR EQUIV,
3
CGI-375
4
OGEE GLAZING BEAD
6063-T5
INDALEX OR EQUIV.
3A
CGI-396
4
SQUARE GLAZING BEAD
6063-T5
INDALEX OR EQUIV.
4
-
4
.060 THICK CORNER KEY
ALUMINUM
-
5
-
8
.060 THICK CORNER KEY
ST. STEEL
-
6
AP-425
AS REQD.
FRAME WEATHERSTRIPPING
-
ULTRAFAB/SCHLEGEL
7
Q200 X190
AS REQD,
VENT WEATHERSTRIPPING
-
SCHLEGEL Q-LON
8
-
AS REQD,
VENT SCREWS ® 20" O.C. LONGER SIDES, 18" O.C. SHORTER SIDES
-
#10 X 1" SS SMS
9
-
2/ CORNER
FRAME AND VENT ASSEMBLY SCREWS
-
#10 X 1-1/4" SS SMS
10
-
2/ LITE
SETTING BLOCKS
EPDM
DUROMETER 85±5 SHORE A
1 L.
76 IJ
ad
1,757
,090 TYP.
1,875
� 0
1.222
VENT (5/16" LAM. GLASS)
—1,757
,090 TYP.
1.875
2
d
VENT (INSUL. LAM. GLASS)
t°--1,757
fILKI::
1,438
.090 TYP,
1.875
720
1,438
00
VENT (7/16" LAM. GLASS)
754
�-
CGI-375: OGEE GLAZING STOP
753
808 II �Io- •O50 .g30
Ln
� I
m
O �
� n
Z 0
� v
0
w N o
x �
� � N
z �04 o
U ro ro
I
J
fn Li' 00
L C
r7 C
N ® Q O
N � O '0 0
c
0
U
a�
c
�
0
0
�
o
L
�
J
m
� N �
O \ ~
N 2
fU1 O V
drawing Lui
no.
18-92D
sheet 3 Of i �
oB000s
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS
WINDOW DIMS,
GLASS TYPE '2'
GLASS TYPE 13'
GLASS TYPE 16'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
24"
30"
36"
42"
48`
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
36„
110.0
180.0
110.0
181.9
110.0
195.0
110.0
144.0
110.0
166.3
110.0
195.0
110.0
120.0
110.0
161.7
104.7
185.5
110.0
120.0
110.0
120.0
110.0
120.0
104.8
104.8
110.0
1 120.0
110.0
1 120.0
88.3
88.3
110.0
120.0
110.0
120.0
81.9
81.9
108.3
118A
108.3
118A
76.9
76.9
105.9
115.5
105.9
115.5
72.5
72.5
103.7
113.2
103.7
113.2
68.5
68.5
90.0
90.0
90.0
90.0
64.5
64.5
90.0
90.0
90.0
90.0
60.9
60.9
90.0
90.0
90.0
90.0
57.8
57.8
90.0
90.0
90.0
90.0
55.0
55.0
90.0
90.0
90.0
90.0
50.2
50.2
90.0
90.0
90.0
90.0
48.6
48.6
90.0
90.0
90.0
90.0
47.0
47.0
90.0
90.0
90.0
90.0
24"
30"
36"
42"
48"
54"
57"
60"
630
66"
69"
72"
75"
78"
810
84"
87"
42„
110.0
168.0
110.0
1 169.7
110.0
195.0
110.0
144.0
110.0
150.9
110.0
195.0
110.0
120.0
110.0
120.0
110.0
120.0
102.9
102.9
110.0
120.0
110.0
120.0
87.2
87.2
110.0
120.0
110.0
120.0
76.9
76.9
103.9
113.4
103.9
113.4
72.2
72.2
90.0
90.0
90.0
90.0
67.9
67.9
90.0
90.0
90.0
90.0
63.9
63.9
90.0
90.0
90.0
90.0
60.2
60.2
90.0
90.0
90.0
90.0
55.3
55.3
90.0
90.0
90.0
90.0
52.0
52.0
90.0
90.0
90.0
90.0
49.1
49.1
90.0
90.0
90.0
90.0
46.7
46.7
88.4
88.4
90.0
90.0
44.8
44.8
85.4
85.4
90.0
90.0
-
-
-
-
90.0
90.0
-
-
-
-
70.0
70.0
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81 "
84"
87"
4„
110.0
160.0
110.0
161.7
110.0
195.0
110.0
1 120.0
110.0
141.1
108.2
191.8
104.8
104.8
110.0
120.0
110.0
120.0
87.2
87.2
110.0
120.0
110.0
120.0
77.3
77.3
110.0
120.0
110.0
120.0
69.8
69.8
90.0
90.0
90.0
90.0
66.3
66.3
90.0
90.0
90.0
90.0
65.0
65.0
90.0
90.0
90.0
90.0
60.8
60.8
90.0
90.0
90.0
90.0
57.0
57.0
90.0
90.0
90.0
90.0
53.6
53.6
89.6
89.6
90.0
90.0
50.6
50.6
85.5
85.5
90.0
90.0
-
-
-
-
90.0
90.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
54„
110.0
142.2
110.0
155.9
110.0
195.0
103.3
103.3
110.0
120.0
110.0
120.0
88.3
88.3
110.0
120.0
110.0
120.0 11
76.9
76.9
103.9
113.4
103.9
113.4
69.8
69.8
90.0
90.0
90.0
90.0
67.4
67.4
80.0
80.0
80.0
80.0
63.7
63.7
80.0
80.0
80.0
80.0
60.2
60.2
80.0
80.0
80.0
80.0
57.1
57A
80.0
80.0
80.0
80.0
-
-
-
-
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
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS
WINDOW DIMS,
GLASS TYPE 42'
GLASS TYPE 13'
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
60„
110.0
120.0
110.0
151.6
110.0
195.0
91.2
91.2
110.0
120.0
110.0
120.0
76.9
76.9
105.9
115.5
105.9
115.5
67.9
67.9
90.0
90.0
90.0
90.0
65.0
65.0
90.0
90.0
90.0
90.0
60.2
60.2
80.0
80.0
80.0
80.0
57.6
57.6
75.8
75.8
75.8
75.8
-
-
-
-
72.0
72.0
-
-
-
-
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
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69•
72"
75"
78"
81 "
84"
87"
66"
110.0
119.E
110.0
120.0
110.0
120.0
81.8
81.8
110.0
120.0
110.0
120.0
68.5
68.5
90.0
90.0
90.0
90.0
60.2
60.2
90.0
90.0
90.0
90.0
57.0
57.0
90.0
90.0
90.0
90.0
-
-
-
-
80.0
80.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
-
-
-
-
68.6
68.6
-
-
-
-
65.5
65.5
-
-
-
-
65.5
65.5
-
-
-
-
65.5
65.5
-
-
-
-
65.5
65.5
-
-
-
-
50.0
50.0
-
-
-
-
50.0
50.0
-
-
-
-
50.0
50.0
-
-
-
-
50.0
50.0
24"
30"
360
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
72„
110.0
111.5
110.0
120.0
110.0
120.0
77.0
77.0
110.0
120.0
110.0
120.0
60.9
60.9
90.0
90.0
90.0
90.0
52.0
52.0
90.0
90.0
90.0
90.0
50.6
50.6
85.5
85.5
90.0
90.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
-
-
-
-
68.6
68.6
-
-
-
-
65.5
65.5
-
-
-
-
62.6
62.6
-
-
-
-
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"
48"
54"
57"
60
63"
66"
69"
72"
75"
78"
81 "
78"
108.1
108.1
110.0
120.0
110.0
120.0
70.2
70.2
110.0
120.0
110.0
120.0
55.0
55.0
90.0
90.0
90.0
90.0
46.7
46.7
88.4
88.4
90.0
90.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
-
-
-
-
70.0
70.0
-
-
-
-
68.6
68.6
-
-
-
-
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
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS
WE DIMS.
GLASS TYPE 12'
GLASS TYPE '3'
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
NOTE
:
LOAD AREA LIMITS
FOR +110, -195 PSF = 10.0 SQ. FT.
+ 1 10, -120 PSF = 16.3 SQ. FT
+90, -90 PSF = 24.0 SQ. FT. IL
+70, -70 PSF = 35.0 SQ. FT.
+50, -50 PSF = 45.0 SQ. FT. cq
WD�
O
Z_
3
WINDOW LENGTH
S
3
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
c
O
C
U
rn
N
in
c
�
O
�
a�
o
L
�
aaasaBSA//®
q�
®0 ®0 add CN a
® 0 add CN
o e d a
7 0 t
®53 ° Sep 24,2018.E M
add
® O TATE OF a L9�® drawing no.
������ OOZORo®�",�� 18-92D
�® �ONd
A � ®` -
®®e// I1%aa®°° sheet 5 of 11
1/8" TEMP. GLASS
AIR SPACE
1/8" ANN. GLASS
.075Saflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Glass
ERLAYERS By 'Eastman Chemical Co.'
INT
.090" SentryGlas
By 'Kuraray America, Inc.'
.090" Trosifol PVB
By 'Kuraray America, Inc.'
XL EDGE SPACER 1/8" ANN. GLASS XL EDGE SPACER
ST, STEEL BY 'CARDINAL' SILICONE ST. STEEL BY 'CARDINAL'
OR GE-1200 OR
DURASEAL BY 'QUANEX' i DOWSIL 995 DURASEAL BY 'QUANEX'
OR L DOWSIL 899 OR
SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX'
10) AT 1 /4 POINTS ALL SIZES
3/4" INSULATED
GLASS TYPE '2A'
TEMP, GLASS
AIR SPACE
TEMP. GLASS
.075 Saflex Cr With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Glass
AYERS By 'Eastman Chemical Co.'
INTERL
.090" SentryGlas
By 'Kuraray America, Inc.'
.090" Trosifol PVB
By 'Kuraray America, Inc.'
1/8" TEMP. GLASS
SILKONE
GE-1200
DOWSIL 995
D❑WSIL 899
10 � AT 1 /4 POINTS ALL SIZES
3/4" INSULATED
GLASS TYPE '3A'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS
WINDOW DIMS,
GLASS TYPE 12A'
GLASS TYPE '3A'
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WINDOW DIMS.
GLASS TYPE `2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 INT. (-)
WIDTH
HEIGHT
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81 "
84"
87"
„
36
110.0
180.0
110.0
180.0
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
48"
1
110.0
160.0
110.0
160.0
24"
30"
36"
42"
48"
72"
110.0
118.4
110.0
120.0
110.0
144.0
110.0
144.0
110.0
120.0
110.0
120.0
81.8
81.8
110.0
120.0
110.0
120.0
110.0
120.0
110.0
111.3
110.0
120.0
64.7
64.7
90.0
90.0
110.0
120.0
110.0
120.0
92.7
92.7
96.9
102.9
55.2
55.2
90.0
90.0
110.0
111.3
110.0
120.0
82A
82.1
84.8
90.0
53.7
53.7
90.0
90.0
93.8
93.8
110.0
120.0
74.2
74.2
90.0
90.0
24"
30"
36"
42"
78„
110.0
114.8
110.0
120.0
87.0
87.0
110.0
116.9
70.4
70.4
90.0
90.0
74.6
74.6
110.0
118.9
81.7
81.7
120.0
114.3
69.0
69.0
90.0
90.0
58.4
58.4
90.0
90.0
77.0
77.0
120.0
112.0
64.6
64.6
90.0
90.0
49.6
49.6
90.0
90.0
60.5
60.5
90.0
90.0
24"
30"
36"
84"
110.0
120.0
110.0
120.0
72.7
72.7
90.0
90.0
68.5
68.5
90.0
90.0
57.0
57.0
90.0
90.0
69.8
69.8
90.0
90.0
64.7
64.7
90.0
90.0
53.7
53.7
90.0
90.0
51.6
51.6
90.0
90.0
61.4
61.4
90.0
90.0
24"
30"
36"
42"
48"
54"
57"
60"
63"
54"
110.0
151.0
110.0
154.3
24"
30"
36"
96"
94.1
94.1
110.0
120.0 ff
58.4
58.4
90.0
90.0
109.7
109.7
110.0
120.0
61.6
61.6
90.0
90.0
53.4
53.4
90.0
90.0
93.8
93.8
110,0
120.0
45.6
45.6
90.0
90.0
81.7
81.7
96.9
102.9
24"
30"
108"
74.8
74.8
90.0
90.0
51.6
51.6
90.0
90.0
49.9
49.9
90.0
90.0
74.2
74.2
90.0
90.0
59.9
59.9
90.0
90.0
71.6
71.6
80.0
80.0
24"
120"
63.2
63.2
90X
90.0
24"
30"
36"
42"
48"
54"
57"
42"
110.0
168.0
110.0
168.0
110.0
144.0
110.0
144.0
67.6
67.6
80.0
80.0
24"
132"
49.8
49.8
90.0
90.0
110.0
120.0
110.0
120.0
64.0
64.0
80.0
80.0
24"
144"
43.8
43.8
90.0
90.0
102.9
102.9
96.9
102.9
60.6
60.6
80.0
80.0
WD.
92.7
92.7
96.9
102.9
24"
30"
36"
110.0
120.0
110.0
120.0
81.7
81.7
96.9
102.9
96.9
96.9
110.0
120.0
76.7
76.7
90.0
90.0
81.7
81.7
110.0
114.3
48" � I 60.5 I 60.5 I 90.0 I 90.0 I
NOTE:
GLASS CAPACITIES ON THIS SHEEP ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
SQUARE BEAD
OPTIONAI
ALL GLASS TYPE'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 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
195.0
1 10.0
195.0
110.0
166.2
1 10.0
166.2
110.0
166.2
1 10.0
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
195.0
110,0
195.0
110.0
163.0
110,0
163.0
110.0
116.8
1 10.0
116.8
89.3
89.3
1 10.0
112.E
19-1 /8"
26-1 /2"
37"
53-1 /8"
50-5/8"
110.0
1 185.7
11040
185.7
110.0
139.4
11090
147.2
100.9
100.9
11040
116.8
72.1
72.1
85.3
85.3
19-1 /8"
26-1 /2"
37"
53-1 /8"
63"
110.0
177.5
11040
177.5
109.1
109 A
1 10.0
120.0
74.9
74.9
110.0
110.2
61.3 1
61.3
81.3
81.3
19-1 /8"
NOTE:
LOAD AREA
FOR +110,
11 of
+90,
LIMITS
-195
-120
PSF
-90 PS
PSF F =
= 16.2
24.0 SQ. FT.
O
e�n
O
(sheet G of 11
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
SEALANT
X
• a. F
a 2
_ d
a' a
c
a 1" MIN.
2-1/2" MIN.
INSTALLATION TYPE '2'
SEALANT
Jd�IE
WOOD BUCK TYPE '1'
AM TERIAL: PRESSURE TREATED
TYPICAL. INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
x
I ¢ n
II ��
I I 2
III vN
o I rt
c I',
vQ'
BUCK INSTALLATION,
BY OTHERS
1° MIN.
INSTALLATION TYPE 14'
M11V,
WOOD BUCK TYPE '2'
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
SEE SHEET 9 FOR DESCRIPTION
METAL
STRUCTURES
ATTACHMENT TO
METAL STRUCTURES
TYPICAL ANCHORS
OR DESCRIPTION
ATTACHMENT TO
APPROVED MULLIONS
Ta .a� _� • i � .
00
,u
L0
I
00
o �
� n
Z p
� v
0
W �
W L
0 cV
z o 4 o
U t� 00
�L 00
N Q O r
nitN W_ O
o I rt
c I',
vQ'
BUCK INSTALLATION,
BY OTHERS
1° MIN.
INSTALLATION TYPE 14'
M11V,
WOOD BUCK TYPE '2'
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
SEE SHEET 9 FOR DESCRIPTION
METAL
STRUCTURES
ATTACHMENT TO
METAL STRUCTURES
TYPICAL ANCHORS
OR DESCRIPTION
ATTACHMENT TO
APPROVED MULLIONS
Ta .a� _� • i � .
00
,u
L0
I
00
o �
� n
Z p
� v
0
W �
W L
0 cV
z o 4 o
U t� 00
�L 00
N Q O r
nitN W_ O
c
O
C
U
0
0
a�
o
*;STALLATIQN CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES
FOR ANCHOR PERFORMANCE
TYPICAL ANCHORS
SEE ELEV, FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
a
d
a a
<
a 1" MIN,
2-1/2" MIN.
INSTALLATION TYPE '2'
M
X
zs
MLL
f
r�i
2
2 1/80
MIN$
WOOD BUCK TYPE '1'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDEVUSING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
I ¢ n
I
qqr
q�
a
v Q '.
a
BUCK INSTALLATION,
BY OTHERS
1" MIN,
INSTALLATION TYPE W
WOOD BUCK TYPE '2'
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
SEE SHEET 9 FOR DESCRIPTION
METAL
STRUCTURES
ATTACHMENT TO
METAL STRUCTURES
TYPICAL ANCHORS
' "ACING
DESCRIPTION
ATTACHMENT TO
APPROVED MULLIONS
Lo
—1 Lo
I
w
O �
o
Z 0
� v
0
w N o
x � �
� � N
r�
Z N 00
U r7 ro
i
Q O J
Li. dam'
L
O Q O C,
w ®p c d0
cn I� O f-
c
O
i
U
N
c
�
0
0
a�
o
L
�
u
�
N
[if
\_
F
N
�
U
drawing no.
18-92D
sheet 8 of
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEETS 7 & 8 FOR DETAILS
WINDOW DIMS.
EXT. (+)
INT. (-)
WIDTH
HEIGHT
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81 to
84"
87"
36»
195.0
195.0
195.0
195.0
193.6
195.0
195.0
184.4
172.1
161.3
189.8
179.3
169.8
161.3
153.7
146.7
168.3
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
42 to
195.0
195.0
195.0
195.0
184.4
195.0
184.4
170.2
158.0
147.5
172.9
162.7
153.7
145.6
138.3
131.7
150.9
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
48„
195.0
195.0
193.6
184.4
181.5
181.5
176.0
161.3
148.9
138.3
161.3
151.3
142.4
134.4
127A
121.0
138.3
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEETS 7 & 8 FOR DETAILS
WINDOW DIMS. EXT. (+)
WIDTH HEIGHT INT. (-)
24" 195.0
30" 195.0
36" 195.0
42" 195.0
48" 181.5
54" 191.2
57" 172A
60" 156.4
63" 54" 143.4
66" 132.4
69" 153.7
72" 143.4
75" 134.4
78" 126.5
81" 119.5
84" 113.2
87" 129A
24" 195.0
30" 195.0
36" 184.4
42" 170.2
48" 161.3
54" 156.4
57" 155.3
60" 154.9
63" 60 140.8
66" 129.1
69" 148.9
72" 138.3
75" 129.1
78" 121.0
81" 113.9
84" 107.6
87" 122.3
24" 195.0
30" 182.2
36" 161.3
42" 147.5
48" 138.3
54" 132.4
57" 130.4 " 60129A
to 6366 128.3
66" 128.0
69" 128.0
72" 128.0
75" 125.7
78" 117.3
81" 110.0
84" 103.5
87" 117.3
NOTE:
INTERPOLATION BETWEEN SIZES ALLOWED.
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEETS 7 & 8 FOR DETAILS
WINDOW DIMS. EXT. (+)
WIDTH HEIGHT INT. (-)
24" 195.0
30" 195.0
36" 179.3
42" 162.7
48" 151.3
54" 143.4
57" 140.5
60" 138.3
63" 72 to 136.6
66" 128.0
69" 134.7
72" 134A
75" 124A
78" 115.2
81" 107.6
84" 100.8
87" 113.9
24" 195.0
30" 184.4
36" 161.3
42" 145.6
48" 134.4
54" 126.5
57" 123.5
60" 121.0
63" 78 It 119.0
66" 117.3
69" 1 16.1
72" 115.2
75" 114.7
78" 114.6
g1" 106.4
24" 195.0
30" 168.3
36" 146.7
42" 131.7
48" 121.0
54" 113.2
57" 110.2
60" 107.s
63" 84„ 105.4
66" 103.5
69102.0
72" 100.8
75" 99.9
24" 195.0
30" 172.1
36" 148.9
42" 132.8
48" 96" 121.0
54" 112.2
57" 108.7
60" 105.6
63" 102.9
66" 100.6
"
to
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEETS 7 & 8 FOR DETAILS
WINDOW DIMS. EXT. (+)
WIDTH HEIGHT INT. (-)
24" 195.0
30" 174.9
36" 150.6
42" 133.5
48" 108" 121.0
54" 111.5
57" 107.7
60" 104.2
24" 188.2
30" 154.9
36" 132.9
42" 117.3
48" 105.9
54" 97.1
24" 193.6
30" 158.9
36" 132" 135.9
42" 119.6
48" 107.6
24" 195.0
30" 144" 162.1
36" 138.3
42" 121.4
24" 181.5
30" 156" 148.3
36" 126.3
somod
120"
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 7 & 8 FOR DETAILS
WINDOW DIMS. EXT. (+)
WIDTH HEIGHT INT. (-)
19-1 /8" 26" 195.0
26-1 /2" 195.0
37" 195.0
53-1 /8" 195.0
19-1 /8" 195.0
26-1 /2" 195.0
38-3/8"
37" 195.0
53-1 /8" 195.0
19-1 /8" 195.0
26-1 /2" 195.0
50-5/8"
37" 195.0
53-1 /8" 195.0
19-1 /8" 63" 195.0
26-1 /2" 195.0
37" 169.3
53-1 /8" 144.0
19-1 /8" 195.0
26-1/2" 74-1/4" 195.0
37" 168.9
53-1/8" 137.6
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1 /4" DIA. KWIK-CON it BY 'HILTI' (Fu=138 KSI, Fy=137 KSI)
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 FILLED BLOCK
" 1-3/4MIN. EMBED INTO CONC. OR FILLED BLOCKS
INTO
�14 SMS OR SELF DRILLING SCREWS (Fu=74 KSI, Fy=57 KSI)
MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")
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)
It
Il�]Tii�'1'II��r:.
WINDOW LENGTH
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
INTERPOLATION BETWEEN SIZES ALLOWED,
INTO
INTO
TYPICAL EDGE DISTANCE
CONCRETE AND MASONRY =
MIN.
INTO WOOD STRUCTURE = 1 " MIN.
METAL STRUCTURE = 3 4" MIN. j /a&azyI-
' I il'jmG Co �
€� o
t -
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. i I fodudamw
C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. ®®s
to
J LO
I
0
O �
a
Z 0
LT
o v
w � o
x
V- �L
N
M
Z 000
00
U rh 00
� � v
00
i
J � N
Q
J
N 0 Q 0 r
w C O v v
vwi S O FT
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
REFER TO SHEET 7 & 8 FOR DETAILS
WINDOW DIMS. EXT. (+)
WIDTH HEIGHT INT. (-)
19-1 /8" 26" 195.0
26-1 /2" 195.0
37" 195.0
53-1 /8" 195.0
19-1 /8" 195.0
26-1 /2" 195.0
38-3/8"
37" 195.0
53-1 /8" 195.0
19-1 /8" 195.0
26-1 /2" 195.0
50-5/8"
37" 195.0
53-1 /8" 195.0
19-1 /8" 63" 195.0
26-1 /2" 195.0
37" 169.3
53-1 /8" 144.0
19-1 /8" 195.0
26-1/2" 74-1/4" 195.0
37" 168.9
53-1/8" 137.6
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1 /4" DIA. KWIK-CON it BY 'HILTI' (Fu=138 KSI, Fy=137 KSI)
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 FILLED BLOCK
" 1-3/4MIN. EMBED INTO CONC. OR FILLED BLOCKS
INTO
�14 SMS OR SELF DRILLING SCREWS (Fu=74 KSI, Fy=57 KSI)
MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")
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)
It
Il�]Tii�'1'II��r:.
WINDOW LENGTH
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
INTERPOLATION BETWEEN SIZES ALLOWED,
INTO
INTO
TYPICAL EDGE DISTANCE
CONCRETE AND MASONRY =
MIN.
INTO WOOD STRUCTURE = 1 " MIN.
METAL STRUCTURE = 3 4" MIN. j /a&azyI-
' I il'jmG Co �
€� o
t -
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. i I fodudamw
C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. ®®s
to
J LO
I
0
O �
a
Z 0
LT
o v
w � o
x
V- �L
N
M
Z 000
00
U rh 00
� � v
00
i
J � N
Q
J
N 0 Q 0 r
w C O v v
vwi S O FT
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1 /4" DIA. KWIK-CON it BY 'HILTI' (Fu=138 KSI, Fy=137 KSI)
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 FILLED BLOCK
" 1-3/4MIN. EMBED INTO CONC. OR FILLED BLOCKS
INTO
�14 SMS OR SELF DRILLING SCREWS (Fu=74 KSI, Fy=57 KSI)
MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")
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)
It
Il�]Tii�'1'II��r:.
WINDOW LENGTH
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
INTERPOLATION BETWEEN SIZES ALLOWED,
INTO
INTO
TYPICAL EDGE DISTANCE
CONCRETE AND MASONRY =
MIN.
INTO WOOD STRUCTURE = 1 " MIN.
METAL STRUCTURE = 3 4" MIN. j /a&azyI-
' I il'jmG Co �
€� o
t -
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. i I fodudamw
C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. ®®s
to
J LO
I
0
O �
a
Z 0
LT
o v
w � o
x
V- �L
N
M
Z 000
00
U rh 00
� � v
00
i
J � N
Q
J
N 0 Q 0 r
w C O v v
vwi S O FT
c
0
U
a�
c
o
0
0
�
o
(sheet 9
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
ANCHORS ANCHORS
WINDOW DYMS. AT 17" O.C. AT 10" O.C.
WIDTH HEIGHT INT. (-) INT. (-)
24" 195.0 195.0
30" 195.0 195.0
36" 195.0 195.0
42" 148.0 195.0
48" 157.9 195.0
54" 131.6 195.0
57" 121.4 182.2
60" 112.8 169.1
63" 36" 105.2 184.2
66" 123.3 172.7
69" 116.1 162.5
72" 109.6 153.5
75" 103.9 166.2
78" 98.7 157.9
81" 112.8 150.3
84" 107.6 161.5
87" 103.0 154.4
24" 177.6 195.0
30" 157.9 195.0
36" 148.0 195.0
42" 145.0 193.3
48" 145.0 187.9
54" 123.0 184.5
57" 112.8 169.1
60" 104.1 156.1
63" 42.. 96.7 - 169.1
66" 112.8 157.9
69" 105.7 148.0
72" 99.5 139.3
75" 94.0 150.3
78" 89.0 142.4
81" 101.5 135.3
84" 96.7 145.0
87" 92.3 138.4
24" 195.0 195.0
30" 172.2 195.0
36" 157.9 195.0
42" 145.0 187.9
48" 148.0 185.0
54" 118.4 177.6
57" 107.6 161.5
60" 98.7 148.0
63" 48 91.1 159.4
66" 105.7 148.0
69" 98.7 138.1
72" 92.5 129.5
75" 87.1 139.3
78" 82.2 131.6
81" 93.5 124.6
84" 88.8 133.2
87" 84.6 126.9
NOTE:
INTERPOLATION BETWEEN SIZES ALLOWED.
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
_®
WINDOW DIMS.
ANCHORS
AT 17" O.C.
ANCHORS
AT 10" O.C.
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81..
84"
87"
54"
169.1
195.0
145.7
195.0
131.6
195.0
123.0
184.5
118.4
177.6
116.9
175.4
105.2
157.9
95.7
143.5
87.7
153.5
101.2
141.7
94.0
131.6
87.7
122.8
82.2
131.6
77.4
123.8
87.7
116.9
83.1
124.6
78.9
118.4
24"
30"
36"
42"
48"
54"
57"
" 60
63"
66"
69"
72"
75"
78"
81 "
84"
871$
60"
148.0
195.0
126.3
189.4
112.8
169.1
104.1
156.1
98.7
148.0
95.7
143.5
95.0
142.4
94.7
142.1
86.1
142.1
94.7
138A
91.1
127.5
84.6
1 18.4
78.9
126.3
74.0
118.4
83.6
111,4
78.9
118.4
74.8
11242
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81 it80.7
84"
87"
66"
164.4
195.0
139.3
195.0
123.3
172.7
112.8
157.9
105.7
148.0
101.2
141.7
99.7
139.6
94.7
138.1
85.9
137.3
97.9
137.0
89.7
125.6
82.8
115.9
76.9
123.0
71.8
114.8
107.6
76.0
114.0
71.8
107.6
MENEM
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
WINDOW DIMS.
ANCHORS
AT 17" O.C.
ANCHORS
AT 10" O.C.
WIDTH
HEIGHT
EXT. (+)
INTO (-)
EXT. (+)
INT. (-)
24"
148.0
195'0
ALUMINUM BUCK FRAMING DETAIL
REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
.065
24
125
ALUMINUM BUCK
6063-T6
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
WINDOW DIMS.
ANCHORS
AT 17" O.C.
ANCHORS
AT 10" O.C.
WIDTH
HEIGHT
INT. (-)
INT. (-)
19-1/8"
26-1 /2"
37"
53-1/8"
26"
195.0
195.0
195.0
195.0
195.0
195.0
163.4
195.0
19-1/8"
26-1/2"
37"
53-1/8"
38-3/8"
195.0
195.0
192.1
195.5
173.9
195.0
130.9
195.0
19-1/8"
26-1 /2"
37"
53-1/8"
50-5/8"
195.0
195.0
172.1
195.0
143.4
179.3
121.1
166.3
19-1 /8"
26-1/2"
37"
53-1 /8"
63"
166.8
195.0
129.3
195.0
103.6
181.2
88.1
154.1
19-1/8"
26-1/2"
37"
53-1 /8"
172.3
195.0
131.8
195.0
103.3
165.3
84.1
134.6
#14 SMS
1-1/2" MIN. WOOD EMBED
AT 6" FROM ENDS AND
17" O.C. MAX.
AT HEAD/SILL/JAMB I 1" MIN.
�.065
1.125
.903 f�-
OPTIONAL COVER
6063-T6
#14 SMS
AT 6" FROM ENDS
17" O.C. MAX.
AT HEAD/SILL/JAMB
I
X
INSTALLATION TYPE '5'
26Y WOOD BUCK OR WOOD STRUCTURES
TYPICAL INSTALLATION DETAIL
c
0
L
U
a�
c
a�
0
0
a�
o
�
c
N
o � a
( 4 4!,,', t� a,..'y a�,ri 'kfS,z, LS � o �( � •m+ O
O V Y
/®/nuewRanka®° sheet 1Oof 11
PERFORMANCE VALUES
ALUM BUCK
INSTALLATION ANCHORS
4.
FORMANCE VALUES
ALUM BUCK
ALLATION ANCHORS
EWINDOW
PERFORMANCE VALUES
ALUM BUCK
INSTALLATION ANCHORS
PERFORMANCE VALUES
ALUM BUCK
INSTALLATION ANCHORS
WINDOW DIMS.
ANCHORS
AT 17" O.C.
ANCHORSANCHORS
AT 10" O.C..
AT 17" O.C.
ANCHORS
AT 10" O.C.
WINDOW DIMS.
ANCHORS
AT 17" O.C.
ANCHORS
AT 10" O.C.
WINDOW DIMS.
ANCHORS
AT 17" O.C.
ANCHORS
AT 10" O.C.
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
36 is
159.0
195.0
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
54"
121.1
181.7
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
72"
106.0
148.4
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
96"
90.9
151.4
145.4
193.8
104.4
156.6
89.3
125.0
75.4
125.6
141.3
188.4
94.2
141.3
78.5
109.9
65.2
108.7
106.0
141.3
88.1
132.2
71.3
99.8
58.1
96.9
113.1
141.3
84.8
127.2
66.3
92.8
53.0
88.3
94.2
141.3
83.8
125.6
62.8
87.9
49.2
81.9
87.0
130.5
75.4
113.1
61.6
86.2
47.6
79.3
80.8
121.1
68.5
102.8
60.6
84.8
46.3
77.1
75.4
131.9
62.8
109.9
59.8
83.8
45.1
75.1
88.3
123.7
72.5
101.5
59.3
83.0
44.1
73.4
83.1
116.4
67.3
94.2
59.0
82.6
24"
30"
36"
42"
48"
54"
57"
60"
108"
92.8
145.8
78.5
109.9
62.8
87.9
58.9
82.4
76.6
120.4
74.4
119.0
58.9
94.2
54.4
82.4
66.0
103.6
70.7
113A
55.4
88.7
50.5
80.8
58.5
91.9
80.8
107.7
62.8
83.8
56.5
75.4
53.0
83.3
77.1
115.6
59.5
89.3
53.0
79.5
48.9
76.8
73.7
110.6
56.5
84.8
49.9
96.4
74.8
154.2
47.2
74.1
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
84"
87"
to
42
127.2
169.6
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81 of59.9
84"
87"
60"
106.0
159.0
24"
30"
36"
42"
48"
54"
57"
60"
63"
66"
69"
72"
75"
78"
81"
45.7
71.8
113.1
150.8
90.5
135.7
80.8
129.2
24"
30"
36"
42"
48"
54"
94.2
141.3
106.0
141.3
80.8
121.1
70.7
113.1
77.5
116.3
103.8
138.4
74.5
111.8
63.8
102.0
66.5
99.8
103.8
134.6
70.7
106.0
58.9
94.2
58.7
88A
88.1
132.2
68.5
102.8
55.4
88.7
53.0
79.5
80.8
121.1
68.0
102.0
54.1
86.6
48.6
72.9
74.5
111.8
67.8
101.8
78"
53.0
84.8
24"
30"
36"
42"
48"
132"
95.4
137.8
69.2
121.1
61.7
101.8
52.1
83.4
78.3
113A
80.8
113.1
67.8
98.9
51.4
82.2
66.9
96.7
75.7
106.0
65.2
91.3
50.9
81.4
58.9
85.1
71.3
99.8
60.6
84.8
50.5
80.8
53.0
76.6
67.3
107.7
56.5
90.5
50.3
80.4
24"
30"
36"
42"
144"
86.7
144.5
63.8
102.0
53.0
84.8
50.2
80.3
71.0
118.3
72.7
96.9
79.8
50.2
106.0
74.5
159.0
60.6
101.0
69.2
103.8
56.5
84.8
24"
30"
36"
42"
48"
54"
57"
60"
63"
53.2
88.6
66.1
99.1
53.6
80.3
88.5
132.7
4"
0"
E36"
156"
88.3
141.3
24"
30"
36"
42"
48"
54"
57"
141.3
176.7
24"
30"
36"
42"
48"
54"
57"
117.8
164.9
77A
115.6
72.2
115.5
123.3
154.2
99.8
139.7
69.2
103.8
61.4
98.3
113.1
141.3
88.3
123.7
63.6 95.4
59.5 89.3
57.9 86.9
56.5 84.8
84" 55.4 83.1
103.8
134.6
80.8
113.1
106.0
132.5
75.7
106.0
84.8
127.2
72.5
101.5
77.1
115.6
71.4
100.0
NOTE:
INTERPOLATION BETWEEN SIZES ALLOWED.
PERFORMANCE VALUES
ALUM BUCK
INSTALLATION ANCHORS
ANCHORS ANCHORS
WINDOW DIMS. AT 17" O.C. AT 10" O.C.
EXT. (+) EXT. (+)
WIDTH HEIGHT INT. (-) INT. (-)
19" 194.2 195.0
26"
26 173.9 195.0
37" 146.8 195.0
53 117.0 175.6
19 166.2 195.0
38-3/8"
26 137.6 183.4
37" 124.5 166.1
53-1 /8" 93.8 140.6
19-1 /8" 155.5 194.4
26-1 /2" 50-5/8" 123.3 154.1
37" 102.7 128.4
53-1 /8" 86.7 1 19A
19 119.5 195.0
26" 63" 92.6 - - 162.1
37" 74.2 129.8
53-1 /8" 63.1 1 10.4
19" 123.4 195.0
26-1 /2" 74-1 /4" 94.4 151.1
37" 74.0 118.4
53" 60.3 96.4
X
a �
IN
2 1/2"
MIN. a
° GE DIST. °
STALLATION TYPE '6'
-EDGE
#14 SMS
AT 6" FROM ENDS
MAX.
AT HEAD/SILL/JAMB
X
Q N
� N
1 /4"
DIA. KWIK-CON/ULTRACON
MIN. CONC. EMBED
MIN. FILLED BLOCK EMBED
AT 6" FROM ENDS AND
17" O.C. MAX. (10" O.C. ALT.)
AT HEAD/SILL/JAMB
TYPICAL INSTALLATION DETAIL
R SIDES/USING ALUMINUM BUCK SYSTEM
ALUMINUM BUCK FRAMING DETAIL
REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
1
daay: l
0
J LO
� I
00
O �
o n
Z 0
3 lot
w �
x
C1 (V
M
Z co CN o
U o r7 00
Q �U J
L.L. CC)
�Qo�
N Q O �
O 0
cn f�
X
a �
IN
2 1/2"
MIN. a
° GE DIST. °
STALLATION TYPE '6'
-EDGE
#14 SMS
AT 6" FROM ENDS
MAX.
AT HEAD/SILL/JAMB
X
Q N
� N
1 /4"
DIA. KWIK-CON/ULTRACON
MIN. CONC. EMBED
MIN. FILLED BLOCK EMBED
AT 6" FROM ENDS AND
17" O.C. MAX. (10" O.C. ALT.)
AT HEAD/SILL/JAMB
TYPICAL INSTALLATION DETAIL
R SIDES/USING ALUMINUM BUCK SYSTEM
ALUMINUM BUCK FRAMING DETAIL
REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
1
daay: l
0
J LO
� I
00
O �
o n
Z 0
3 lot
w �
x
C1 (V
M
Z co CN o
U o r7 00
Q �U J
L.L. CC)
�Qo�
N Q O �
O 0
cn f�
IN
2 1/2"
MIN. a
° GE DIST. °
STALLATION TYPE '6'
-EDGE
#14 SMS
AT 6" FROM ENDS
MAX.
AT HEAD/SILL/JAMB
X
Q N
� N
1 /4"
DIA. KWIK-CON/ULTRACON
MIN. CONC. EMBED
MIN. FILLED BLOCK EMBED
AT 6" FROM ENDS AND
17" O.C. MAX. (10" O.C. ALT.)
AT HEAD/SILL/JAMB
TYPICAL INSTALLATION DETAIL
R SIDES/USING ALUMINUM BUCK SYSTEM
ALUMINUM BUCK FRAMING DETAIL
REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
1
daay: l
0
J LO
� I
00
O �
o n
Z 0
3 lot
w �
x
C1 (V
M
Z co CN o
U o r7 00
Q �U J
L.L. CC)
�Qo�
N Q O �
O 0
cn f�
1 /4"
DIA. KWIK-CON/ULTRACON
MIN. CONC. EMBED
MIN. FILLED BLOCK EMBED
AT 6" FROM ENDS AND
17" O.C. MAX. (10" O.C. ALT.)
AT HEAD/SILL/JAMB
TYPICAL INSTALLATION DETAIL
R SIDES/USING ALUMINUM BUCK SYSTEM
ALUMINUM BUCK FRAMING DETAIL
REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
1
daay: l
0
J LO
� I
00
O �
o n
Z 0
3 lot
w �
x
C1 (V
M
Z co CN o
U o r7 00
Q �U J
L.L. CC)
�Qo�
N Q O �
O 0
cn f�
c
o
0
0
sheet j 1