HomeMy WebLinkAboutHorizontal Rolling B.pdfM IAM I.DADE 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 "375" Aluminum Horizontal Rolling Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 18-96D, titled "Series -375 Alum. Horiz. Rolling Wdw.
(L.M.I./S.M.I.)", sheets 1 through 6, 6.1, 7, 8, 8.1, 9 and 10 through 16 of 16, dated 02/27/09, 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.
1-1 NOA No. 18-1001.11
MIAMI-DADe COUNTYM
i Expiration Date: June 10, 2024
/ Approval Date: December 13, 2018
Page 1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (See NOA 418-1001.07)
2. Drawing No 18-96D, titled "Series -375 Alum. Horiz. Rolling Wdw. (L.M.I./S.M.I.)",
sheets 1 through 6, 6.1, 7, 8, 8.1, 9 and 10 through 16 of 16, dated 02/27/09, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS (See NOA #18-1001.07)
C. CALCULATIONS (See NOA #18-1001.07)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS (See NOA #18-1001.07)
F. STATEMENTS (See NOA #18-1001.07)
G. OTHERS
Private labeling agreement between WinDoor, Inc. and CGI Windows and Doors, Inc.
document in conformance of RER guideline dated 09/12/2018.
f
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-1001.11
Expiration Date: June 10, 2024
Approval Date: December 13, 2018
E-1
1 /n" Awiwi ri Acc
5/16" NOMINAL
GLASS TYPE '1'
075" Interlayer
Saflex CP With PET Core
3y 'Eastman Chemical Co.'
090" Interlayer
SentryGlas
3y 'Kuraray America, Inc.'
GLASS
SILICONE
GE -1200
D❑WSIL 995
DOWSIL 899
3/16" ANN. GLASS
.075" Interlayer
Saflex CP With PET Core
TERLAYERS By 'Eastman Chemical Co.'
IN
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
3/16" ANN. GLASS
z
SILICONE
GE -1200
DOWSIL 995
DOWSIL 899
7/16". NOMINAL
GLASS TYPE '3'
6" ANN. GLASS
3/16" TEMP. GLASS
\ AIR SPACE (SEE NOTE BELOW)
X1/8" HEAT STREN'D GLASS
.075" Interlayer
F- Saflex CP With PET Core
INTERLAYERS j
By 'Eastman Chemical Co.'
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
�r1/8" HEAT STREN'D GLASS
SILICONE
GE -1200
DDWSIL 995
DDWSIL 899
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
13/16" INSULATED
GLASS TYPE '5'
/8" HEAT STREN'D GLASS
.075" Interlayer
Saflex CP With PET Core
INTERLAYERS By 'Eastman Chemical Co.'
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
r1/8" HEAT STREN'D GLASS
SILICONE
GE -1200
DOWSIL 995
DDWSIL 899
5/16" NOMINAL
GLASS TYPE '2'
3/16" ANN. GLASS
OR
3/16" TEMP. GLASS
AIR SPACE (SEE NOTE BELOW)
1/8" ANN. GLASS •075" Interlayer
Saflex CP With PET Core
INTERLAYERS I
By 'Eastman Chemical Co.'
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
1/8" ANN. GLASS
13/16" INSULATED
SILICONE
GE -1200
D❑WSIL 995
D❑WSIL 899
1-4/5' X 1/3' WEEPS
(1) AT 4' FROM EACH END
(1) AT EACH INTERL❑CK
(1) AT CENTERLINE
37 1
f
1 & 2) I 32 ""
(GLS TYPES 3, 4 & 5) (GLS TYPES 3, 4 &
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SURFACE APPLIED
ALUM REINF, FALSE MUNTINS
SEE SHEETS 5 & 7 OPTIONAL
FOR CAPACITY
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
GLASS TYPE '4' NOTE:
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
THE EXTERIOR PANE FOR GLASS TYPES
'4' AND '5' MUST BE TEMPERED GLASS.
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
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.
TYPICAL TEST ELEVATION
' 6" MAX. TYP.
HEAD/SILL
CORNERS
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2"
INSTRUCTIONS FOR USING CAPACITY CHARTS_
STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR
A GIVEN WINDOW OPENING.
STEP 2 DETERMINE THE CAPACITY OF THE WINDOW
SIZE/CONFIGURATION/GLASS TYPE FROM CHARTS ON
SHEETS 5 AND 7.
FOR INSTALLATION ANCHOR TYPES SEE SHEETS 6 & 8.
EXTRA ANCHORS AT HEAD & SILL ARE SHOWN ON
SHEETS 6, 6.1 & 8, 8.1.
STEP 3 IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK
INSTALLATION CAPACITY FROM SHEETS 14 & 15.
STEP 4 FOR UNCLIPPED MULLED WINDOWS DETERMINE
MULLION CAPACITY FOR 1X4 TUBE FROM CHARTS
ON SHEET 12.
STEP 5 FOR MULLION ANCHOR CAPACITY SEE CHART
ON SHEET 13.
THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION
AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN
PRESSURES OBTAINED FROM STEP 1.
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CGI -650
FLANGE FRAME HEAD
6063—T6
CGI -651
FLANGE FRAME SILL
6063—T6
3
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3.716
CGI -652
FLANGE FRAME JAMB
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CGI -658
EQUAL LEG FRAME JAMB
6063—T6
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER
REMARKS
1
CGI -614C
2
TIE DOWN BLOCK
ZINC
CUSTOM CASTING
w x 3 4 FH SMS into vent
& 8 x 1 FH SMS into frame
2
CGI -684
2
ROLLER TRACK INSERT
PVC
-
Continous at frame sill
3
CGI -680
AS REQD.
QUAD ROLLER
NYLON
CUSTOM CASTING
ttac a to CGI -685 vent bottom clip
w 1 6 x 1 2" FH SMS
4
CGI -683
3
WATERBAR CLIP
NYLON
CUSTOM CASTING
w/ (1) #10 x 3/4" FH SMS
5
CGI -612P
1/ INTRLK
INTERLOCK SNUBBER
PVC
-
Continous at interlock
6
CGI -681
4// FXp R
VENT END CLIP
NYLON
CUSTOM CASTING
Attached w/ vent assembly screws
7
CGI -685
2
OPERABLE VENT BOTTOM CLIP
NYLON
CUSTOM CASTING
Attached w/ vent assembly screws
8
CGI -382V
AS REQD.
VINYL BULB
PVC
-
9
W2301 NG
AS REQD.
WOOL PILE WITH CENTER SOFT FIN (GRAY)
PILE
ULTRAFAB/SCHLEGEL
10
&1616C
1
EGRESS LOCK AND PULL
ZINC
CUSTOM CASTING
w/ (2) #8 x 5/8" FH SMS
11
CGI -682
1
SELF CLOSING LOCK
ZINC
CUSTOM CASTING
w/ (2) #8 x 5/8" FH SMS
12
HI-FLO
WEEPER
3 OR 4
WEEP HOLE COVER
NYLON
PEP
13
-
3/ CORNER
FRAME ASSEMBLY SCREWS
S/S
VARIES
#10 x 1 1/4" PH SMS
14
-
2/ CORNER
VENT ASSEMBLY SCREWS
S/S
VARIES
#10 x 1 1/4" PH SMS
15
GE -2000
AS REQD.
LOW MODULUS SEALANT
SILICONE
GENERAL ELECTRIC
AT FRAME JOINTS
16
CGI -686
AS REQD.
ACCESS HOLE COVER (w/DRAIN PROVISION)
NYLON
CUSTOM CASTING
Minimum 1 at each Sill install. screw
17
-
AS REQD.
WATERBAR SCREWS AT 25" O.C. MAX.
S/S
VARIES
#6 X 1/4" PH SMS
18
-
2/ LITE
SETTING BLOCK
EPDM
VARIES
DUROMEfER 85±5 SHORE A
F1.2357
CD
�1A22�
CGI -655
REINFORCEMENT
6063—T6
I--1.632 L---1 632---d uI
CGI -625 CGI -626 CGI -627 CGI -628
SQUARE LOCK STILE SQUARE FIXED INTERLOCK SQUARE OPERABLE INTERLOCK SQUARE TOP/BOTTOM RAIL 950-1
6063—T6 6063—T6 6063—T6 6063—T6 � I
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SCREEN ADAPTOR
6063—T5
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CGI -630
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6063—T6
CGI -604
OGEE LOCK STILE
6063—T6
CGI -605
OGEE FIXED INTERLOCK
6063—T6
L-1.562—
CGI-606
OGEE OPERABLE INTERLOCK
6063—T6
CGI -607
OGEE TOP/BOTTOM RAIL
6063—T6
f_ K I 6063—T6
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sheet 4 of 16
WINDOW DIMS.
INTERLOCKS WITHOUT REINFORCING
INTERLOCKS WITHOUT REINFORCING
INTERLOCKS WITH REINFORCING
GLASS
1
TYPE
GLASS
4
TYPE
GLASS
2, 3&
TYPES
5
GLASS
TYPE
2
GLASS
3
TYPE
GLASS
5
TYPE
WIDTH
HEIGHT
2 PANEL
3 PANEL
EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
36"
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120=1 0.0 120.0
150.0
120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
120.0 145.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 1 150.0 120.0
150.0
120.0 130.6 120.0 145.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
118.3 118.3 120.0 131.9 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
48"
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0 135.1 120.0 135.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
120.0 123.1 120.0 123.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
114.2 114.2 114.2 114.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
107.4 107.4 107.4 107.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
102.3 102.3 j 102.3 102.3 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
98.5 98.5 98.5 98.5 120.0 147.7 120.0 150.0 120.0 150.0 120.0
150.0
85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
83.9 83.9 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
54"
120.0
131.3
120.0
131.3
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
116.4 116.4 116.4 116.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
105.5 105.5 105.5 105.5 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
97.3 97.3 97.3 97.3 120.0 145.9 120.0 150.0 120.0 150.0 120.0
150.0
90.9 90.9 90.9 90.9 120.0 136.4 120.0 150.0 120.0 150.0 120.0
150.0
86.0 86.0 86.0 86.0 120.0 128.9 120.0 150.0 120.0 150.0 120.0
150.0
82.1 82.1 82.1 82.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
78.6 78.6 79.1 79.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
74.6 74.6 76.7 76.7 1 100.0 100.0 12001 120.0 120.0 120.0 120.0
120.0
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
60"
115.9
115.9
115.9
115.9
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
102.3 102.3 102.3 102.3 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
92.3 92.3 92.3 92.3 120.0 138.5 120.0 150.0 120.0 150.0 120.0
150.0
84.7 84.7 84.7 84.7 120.0 127.1 120.0 150.0 120.0 150.0 120.0
150.0
78.8 78.8 78.8 78.8 118.2 118.2 120.0 150.0 120.0 150.0 120.0
150.0
74.1 74.1 74.1 74.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
70.4 70.4 70.4 70.4 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
67.3 67.3 67.3 67.3 100.0 100.0 120.0 120.0 117.7 117.7 120.0
120.0
64.9 64.9 64.9 64.9 97.4 97.4 _120.0 120.0 110.6 110.6 120.0
120.0
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
66"
103.7
103.7
103.7
103.7
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
91.3 91.3 91.3 91.3 120.0 136.9 120.0 150.0 120.0 150.0 120.0
150.0
82.1 82.1 82.1 82.1 120.0 123.1 120.0 150.0 120.0 150.0 120.0
150.0
75.0 75.0 75.0 75.0 112.6 112.6 120.0 150.0 120.0 150.0 120.0
150.0
69.5 69.5 69.5 69.5 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
65.1 65.1 65.1 65.1 97.7 97.7 120.0 120.0 120.0 120.0 120.0
120.0
61.6 61.6 61.6 61.6 92.3 1 92.3 120.0 120.0 116.7 116.7 120.0
120.0
58.7 58.7 58.7 58.7 88.0 88.0 117.3 117.3 107.3 107.3 117.3
117.3
56.3 56.3 56.3 56.3 84.4 84.4 112.6 112.6 100.9 100.9 112.6
112.6
36"
42"
48"
54"
60"
66"
72"
78"
54"
63"
72"
81"
90"
99"
108"
117"
72"
93.8
93.8
93.8
93.8
120.0
140.7
120.0
150.0
120.0
150.0
120.0
150.0
82.4 2.4 82.4 82.4 120.0 123.5 120.0 150.0 120.0 150.0 120.0
150.0
73.9 3.9 73.9 73.9 110.8 110.8 120.0 147.7 120.0 147.7 120.0
167.3
147.7
67.3 67.3 67.3 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
62.2 62.2 62.2 62.2 93.3 93.3 120.0 120.0 120.0 120.0 120.0
120.0
58.1 58.1 1 58.1 58.1 87.1 87.1 116.2 116.2 116.2 116.2 116.2
116.2
54.7 54.7 54.7 54.7 82.1 82.1 109.4 109.4 107.5 107.5 109.4
109.4
52.0 52.0 52.0 52.0 77.9 77.9 103.9 103.9 98.2 98.2 103.9
103.9
36"
42"
48"
54"
60"
66"
72"
54"
63"
72"
81"
90"
99"
108"
76"
88.2
88.2
88.2
88.2
120.0
132.3
120.0
150.0
120.0
150.0
120.0
150.0
77.3 77.3 77.3 77.3 116.0 116.0 120.0 150.0 120.0 150.0 120.0
150.0
69.3 69.3 69.3 69.3 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
63.0 63.0 63.0 1 63.0 94.6 94.6 120.0 120.0 1 120.0 120.0 120.0
120.0
58.1 58.1 58.1 58.1 87.2 87.2 116.3 116.3 116.3 116.3 116.3
116.3
54.2 54.2 54.2 54.2 81.3 81.3 108.4 108.4 108.4 108.4 108.4
108.4
50.8 50.8 50.9 50.9 76.4 76.4 101.7 101.7 101.9 101.9 101.9
101.9
WINDOW DIMS.
INTERLOCKS WITHOUT REINFORCING
INTERLOCKS WITH REINFORCING
GLASS
TYPE
1
GLASS
4
TYPE
GLASS
2, 3&
TYPES
5
GLASS
TYPE
2
GLASS
TYPE
3
GLASS
5
TYPE
WIDTH
HEIGHT
2 PANEL
3 PANEL
EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)
26-1/2"
37"
53-1/8"
74"
79-1/2"
106-1/4-1159-3/8-
39-3/4"
55-1/2"
79-11/16
ill"
119-1/4"
38-3/8"
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
120.0 131.8 120.0 144.7 120.0 150.0 120.0 150.0 1 120.0 150.0 1 120.0
150.0
120.0 120.2 120.0 134.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
80.7 80.7 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 1
120.0
26-1/2"
37"
53-1/8"
74"
79-1/2"
106-1/4"
39-3/4"
55-1/2"
79-11/16
111"
119-1/4"
159-3/8"
50-5/8"
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0 1
150.0
120.0 139.0 120.0 139.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
107.2 107.2 107.2 107.2 120.0 150.0 120.0 150.0 120.0 1 150.0 120.0
150.0
85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
83.2 83.2 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
66.0 66.0 73.6 73.6 100.0 100.0 120.0 120.0 107.6 107.6 120.0
120.0
26-1/2"
37"
53-1/8"
74"
79-1/2"
39-3/4"
55-1/2"
79-11/16
111"
119-1/4"
63"
120.0
142.4
120.0
142.4
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
107.0 107.0 107.0 107.0 120.0 150.0 1 120.0 150.0 120.0 150.0 120.0
150.0
80.5 80.5 80.5 80.5 120.0 120.8 120.0 150.0 120.0 150.0 120.0
150.0
64.6 64.6 64.6 64.6 96.9 96.9 120.0 120.0 118.3 118.3 120.0
120.0
62.1 62.1 62.1 62.1 93.1 93.1 120.0 120.0 110.4 110.4 120.0
120.0
26-1/2"
37"
53-1/8"
74"
39-3/4"
55-1/2"
79-11/16
ill-
72"
120.0
122.8
120.0
122.8
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
91.6 91.6 91.6 91.6 120.0 137.5 120.0 150.0 120.0 150.0 120.0
150.0
68.2 68.2 68.2 68.2 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
53.7 53.7 53.7 53.7 80.6 80.6 107.5 107.5 103.9 103.9 107.5
107.5
26-1/2"
37"
53-1/8"
74"
39-3/4"
55-1/2"
79-11/16
111"
76"
115.7
115.7
115.7
115.7
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
86.1 86.1 86.1 86.1 120.0 129.2 120.0 150.0 120.0 150.0 120.0
63.9 63.9 63.9 63.9 95.8 95.8 120.0 120.0 120.0 120.0 120.0
J120.0
50.0 50.0 50.0 50.0 75.0 75.0 100.0 100.0 98.8 98.8 100.0
c
c
G
2
C
c
3
WINDOW WIDTH
Z
LL
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2
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WINDOW WIDTH
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X 0
c
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3
WINDOW WIDTH
X 0 X
0 X
PERFORMANCE VALUES
EQUAL PANELS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
All values shown are Design PSF (Pounds per Square Foot)
VALUES FOR EXTERIOR LOADS(+) SHOWN ARE
FOR SILL WITH WATERBAR ADAPTER
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXTERIOR(+) LOADS TO 80.0 PSF
MAXIMUM VENT SIZE IS 18.7 SQ. FT.
AND MAXIMUM VENT HEIGHT IS 71 11/16"
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PERFORMANCE VALUES
EQUAL PANELS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
All values shown are Design PSF (Pounds per Square Foot)
VALUES FOR EXTERIOR LOADS(+) SHOWN ARE
FOR SILL WITH WATERBAR ADAPTER
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXTERIOR(+) LOADS TO 80.0 PSF
MAXIMUM VENT SIZE IS 18.7 SQ. FT.
AND MAXIMUM VENT HEIGHT IS 71 11/16"
®O1@9@89BpBB®®
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1/3
1/3
1/3
X 0 X
0 X
PERFORMANCE VALUES
EQUAL PANELS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
All values shown are Design PSF (Pounds per Square Foot)
VALUES FOR EXTERIOR LOADS(+) SHOWN ARE
FOR SILL WITH WATERBAR ADAPTER
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXTERIOR(+) LOADS TO 80.0 PSF
MAXIMUM VENT SIZE IS 18.7 SQ. FT.
AND MAXIMUM VENT HEIGHT IS 71 11/16"
3
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drawing no.
18-96D
sheet 5 of 16
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drawing no.
18-96D
sheet 5 of 16
WINDOW DIMS.
WINDOW WIDTH
1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE
ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS
TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C'
WIDTH
HEIGHT
EXT'(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
2 PANEL
3 PANEL
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
36"
150.0
150.0
150.0
150.0
150.0
150.0
138.7
150.0
150.0
150.0 150.0 150.0 150.0 150.0 150.0 118.9 150.0
150.0
150.0 150.0 150.0 134.0 150.0 150.0 104.0 150.0
150.0
143.4 150.0 150.0 119.1 150.0 150.0 92.4 150.0
150.0
129.1 150.0 150.0 107.2 150.0 150.0 83.2 150.0
150.0
117.3 150.0 150.0 97.5 150.0 150.0 75.6 150.0
150.0
107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7
150.0
99.3 150.0 150.0 62.5 150.0 150.0 64.0 128.0
150.0
92.2 150.0 150.0 76.6 150.0 150.0 59.4 118.9
148.6
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
48"
150.0
150.0
150.0
134.0
150.0
150.0
104.0
150.0
150.0
138.3 150.0 150.0 114.9 150.0 150.0 89.1 150.0
150.0
121.0 150.0 150.0 100.5 150.0 150.0 78.0 150.0
150.0
107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7
150.0
96.8 150.0 150.0 80.4 150.0 150.0 62.4 124.8
150.0
88.0 150.0 150.0 73.1 146.2 150.0 56.7 113.5
141.8
80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0
130.0
74.5 148.9 150.0 61.8 123.7 150.0 48.0 96.0
120.0
69.1 138.3 150.0 57.4 114.9 143.6 44.6 89.1
111.4
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
54"
143.4
150.0
150.0
119.1
150.0
150.0
92.4
150.0
150.0
122.9 150.0 150.0 102.1 150.0 150.0 79.2 150.0
150.0
107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7
150.0
95.6 150.0 150.0 79.4 150.0 150.0 61.6 123.3
150.0
86.0 150.0 150.0 71.5 142.9 150.0 55.5 110.9
138.7
78.2 150.0 150.0 65.0 129.9 150.0 50.4 100.8
126.1
71.7 143.4 150.0 59.6 119.1 148.9 46.2 92.4
115.6
66.2 132.4 150.0 55.0 109.9 137.4 42.7 85.3
106.7
61.5 122.9 150.0 51.0 102.1 127.6 39.6 79.2
99.0
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
60"
129.1
150.0
150.0
107.2
150.0
150.0
83.2
150.0
150.0
110.6 150.0 150.0 91.9 150.0 150.0 71.3 142.6
150.0
96.8 150.0 150.0 80.4 150.0 150.0 62.4 124.8
150.0
86.0 150.0 150.0 71.5 142.9 150.0 55.5 110.9
138.7
77.4 150.0 64.3 128.6 150.0 49.9 99.8
124.8
70.4 150.0 58.5 116.9 146.2 45.4 90.8
113.5
P140.8
64.5 150.0 53.6 107.2 134.0 41.6 83.2
104.0
59.6 148.9 49.5 99.0 123.7 38.4 76.8
96.0
55.3 . 138.3 45.9 91.9 114.9 35.7 71.3
89.1
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81"
90"
99"
108"
117"
126"
66"
1
117.3
150.0
150.0 1
97.5
150.0
150.0
75.6
150.0
150.0
100.6 150.0 150.0 83.5 150.0 150.0 64.8 129.7
150.0
88.0 150.0 150.0 73.1 146.2 150.0 56.7 113.5
141.8
78.2 150.0 150.0 65.0 129.9 150.0 50.4 100.8
126.1
70.4 140.8 150.0 58.5 116.9 146.2 45.4 90.8
113.5
64.0 128.0 150.0 53.2 106.3 132.9 41.3 82.5
103.1
58.7 117.3 146.7 48.7 97.5 121.8 37.8 75.6
94.5
54.2 108.3 135.4 45.0 90.0 112.4 34.9 69.8
87.3
50.3 100.6 125.7 41.8 83.5 104.4 32.4 64.8
81.0
36"
42"
48"
54"
60"
66"
72"
78"
54"
63"
72"
81"
90"
99"
108"
117"
72"
107.6
150.0
150.0
89.3
150.0
150.0
69.3
138.7
150.0
92.2 150.0 150.0 76.6 150.0 150.0 59.4 118.9
148.6
80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0
130.0
71.7 143.4 150.0 59.6 119.1 148.9 46.2 92.4
115.6
64.5 129.1 150.0 53.6 107.2 134.0 41.6 83.2
104.0
58.7 117.3 146.7 48.7 97.5 121.8 37.8 75.6
94.5
r53.8 107.6 134.4 44.7 89.3 111.7 34.7 69.3
86.7
49.6 99.3 124.1 41.2 82.5 103.1 32.0 64.0
80.0
36"
42"
48"
54"
60"
66"
72"
54"
63"
72"
81"
90"
99"
108"
76"
1
101.9
150.0
150.0
84.6
150.0
150.0
65.7
131.4
150.0
87.3 150.0 150.0 72.5 145.1 150.0 56.3 112.6
140.8
76.4 150.0 150.0 63.5 126.9 150.0 49.3 98.5
123.2
67.9 135.9 150.0 56.4 112.8 141.1 43.8 87.6
109.5
61.1 122.3 150.0 50.8 101.6 126.9 39.4 78.8
9$.5
55.6 111.2 138.9 46.2 92.3 115.4 35.8 71.7
89.6
50.9 101.9 127.4 42.3 84.6 105.8 32.8 65.7
82.1
C
4
3
c
c
2
3
F
c
LL
3
c
c
2
3
z
c
LL
3
c
c
2
WINDOW WIDTH
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
WINDOW WIDTH
3
1/2
1/2
=>a
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
WINDOW WIDTH
3
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0
❑ -J
w
1/2
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Z
w
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0
z
W
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0
0
z
1/3
1/3
3
1/3
1/3
1/3
1/3
1/3
1/3
I 6' MAX,
19'1
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
WINDOW WIDTH
3
1/2
1/2
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
WINDOW WIDTH
3
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1/3
1/3
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
2-1/2' 1 24' 'MAX.
TIP,
WINDOW WIDTH
3
1/2
1/2
=>a
2-1/2' 1 24' 'MAX.
TIP,
2-1/2' 6' MAX,
ANCHORS TYPE 'C' TIP. �jj 12' MAX.
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
ANCHOR CAPACITY
EQUAL PANELS
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2".
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
Appmaved as
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WINDOW WIDTH
3
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2-1/2' 6' MAX,
ANCHORS TYPE 'C' TIP. �jj 12' MAX.
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
ANCHOR CAPACITY
EQUAL PANELS
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2".
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
Appmaved as
TIS t&k 5ll"�Ihm.0c @
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Date 1 7-H 1
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Miami
Dad, Product C n
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(sheet 6 of 16)l
WINDOW DIMS.
WINDOW WIDTH
1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE
ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS
TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C'
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
2 PANEL
3 PANEL
26-1/2"
37"
53-1/8"
74"
79-1/2"
106-1/4"
39-3/4"
55-1/2"
79-11/16'
ill"
119-1/4"
159-3/8"
38-3/8"
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0 150.0 150.0 150.0 150.0 150.0 126.6 150.0
150.0
136.7 150.0 150.0 113.6 150.0 150.0 88.1 150.0
150.0
98.2 150.0 150.0 81.5 150.0 150.0 63.3 126.6
1 150.0
91.2 150.0 150.0 75.7 150.0 150.0 58.8 117.8
147.3
68.4 136.7 150.0 56.8 113.6 142.0 44.1 88.2
110.2
26-1/2"
37"
53-1/8"
74"
79-1/2"
106-1/4"
39-3/4"
55-1/2"
79-11/16
ill"
119-1/4"
159-3/8"
50-5/8"
150.0
150.0
150.0
150.0
150.0
150.0
131.5
150.0
150.0
148.8 150.0 150.0 123.6 150.0 150.0 95.9 150.0
150.0
103.7 150.0 150.0 86.1 150.0 150.0 66.8 133.6
150.0
74.4 148.8 150.0 61.8 123.6 150.0 48.0 95.9
119.9
69.1 138.5 150.0 57.4 115.1 143.8 44.6 89.3
111.6
51.8 103.7 129.6 43.0 86.1 107.6 33.4 66.8
83.5
26-1/2"
37"
53-1/8"
74"
79-1/2"
39-3/4"
55-1/2"
79-11/16
111"
119-1/4"
63"
150.0
150.0
150.0
136.1
150.0
150.0
105.7
150.0
150.0
119.6 150.0 150.0 99.3 150.0 150.0 77.1 150.0
150.0
83.3 150.0 150.0 69.2 138.4 150.0 53.7 107.4
134.2
59.8 119.6 149.5 49.7 99.3 124.2 38.5 77.1
96.4
55.5 111.3 139.2 46.1 92.5 115.6 35.8 71.8
89.7
26-1/2"
37"
53-1/8"
74"
39-3/4"
55-1/2"104.6
79-11/16
ill"
72"
143.4
150.0
150.0
119.1
150.0
150.0
92.4
150.0
150.0
150.0 150.0 86.9 150.0 150.0 67.5 134.9
150.0
72.9 145.8 150.0 60.5 121.1 150.0 47.0 94.0
117.5
52.3 104.6 130.8 43.5 86.9 108.6 33.7 67.5
84.3
26-1/2"
37"
53-1/8"
74"
39-3/4"
55-1/2"
79-11/16
ill"
76"
135.9
150.0
150.0
112.8
150.0
150.0
87.6
150.0
150.0
99.1 150.0 150.0 82.3 150.0 150.0 63.9 127.8
150.0
69.0 138.1 150.0 57.3 114.7 143.4 44.5 89.0
111.3
49.6 99.1 123.9 1 41.2 82.3 102.9 32.0 63.9
79.9
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ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
WINDOW WIDTH
3
E3 p
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1/2
1/2
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
WINDOW WIDTH
3
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1/3
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ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
WINDOW WIDTH
3
E3 p
E3 J
X LD W
1/2
1/2
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
WINDOW WIDTH
3
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1/2
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4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2".
6' MAX,
24' MAX.
WINDOW WIDTH
3
1/2
1/2
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2".
6' MAX,
24' MAX.
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
ANCHOR CAPACITY
EQUAL PANELS
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
2-1/2'
TYP. 14' 12' MAX,
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WINDOW WIDTH
3
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4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
ANCHOR CAPACITY
EQUAL PANELS
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
2-1/2'
TYP. 14' 12' MAX,
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Fheet 6.1 Of 16
WINDOW DIMS.
�
WITHOUT REINFORCING
INTERLOCKS WITH REINFORCING
GLASS
1
TYPE
GLASS
TYPE
4
GLASS
2, 3&
TYPES
5
GLASS
TYPE
2
GLASS
TYPE
3
GLASS
5
TYPE
WIDTH
HEIGHT
2 PANEL
3 PANEL
EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)
26-1/2"
37"
53-1 /8"
74"
79-1/2"
106-1/4"
35-5/16"
49-5/16"
71 "
99"
106"
142"
38-3/8"
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
120.0 147.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
84.6 84.6 85.0 85.0 700.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
58.8 58.8 65.5 65.5 100.0 700.0 117.5 117.5 111.0 111.0 120.0
120.0
26-1/2"
37"
53-1 /8"
74"
79-1/2"
35-5/16"
49-5/16"
71 "
99"
106"
50-5/8"
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0 142.5 120.0 142.5 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
98.8 98.8 110.2 110.2 120.0 7 50.0 120.0 150.0 120.0 150.0 120.0
150.0
72.0 72.0 80.3 80.3 100.0 100.0 120.0 120.0 119.0 119.0 120.0
120.0
68.2 68.2 76.1 76.1 100.0 100.0 120.0 120.0 171.7 111.7 120.0
120.0
26-1/2"
37"
53-1/8"
35-5/16"
49-5/16"
71"
63"
120.0
144.3
120.0
144.3
120.0
750.0
120.0
150.0
120.0
150.0
120.0
150.0
109.1 109.1 109.1 109.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0
150.0
73.4 73.4 81.9 81.9 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
26-1/2"
37"
53-1 /8"
35-5/16"
49-5/16"
71 "
72"
120.0
124.2
120.0
124.2
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
93.2 93.2 93.2 93.2 120.0 139.7 120.0 150.0 120.0 150.0 720.0
150.0
61.6 61. fi 68.7 68.7 100.0 100.0 120.0 120.0 119.4 119.4 120.0
120.0
26-1/2"
37"
53-1/8"
35-5/16"
49-5/16"
71"
76"
117.0
117.0
117.0
117.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0
120.0
57.4 57.4 64.0 64.0 97.9 97.9 114.7 114.7 114.7 114.7 120.0
120.0
3
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WINDOW WIDTH WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE ¢ LL 00
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Z Z VALUES FOR EXTERIOR LOADS(+) SHOWN ARE
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2/3 1/3 FOR WINDOWS WITHOUT WATERBAR ADAPTER
11 11 1 LIMIT EXTERIOR(+) LOADS TO 80.0 PSF p
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INTERLOCKS WITHOUT REINFORCING INTERLOCKS WITH REINFORCING
WINDOW DIMS. GLASS TYPE GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPE GLASS TYPE
WIDTH HEIGHT 1 4 2, 3& 5 2 3 5
2 PANEL 3 PANEL EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)
36" 48" 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
42" 56" 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 7 20.0 150.0
48" 64" 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
54" 72" 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
60" 80" 36" 120.0 135.3 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
66" 88" 118.4 118.4 120.0 132.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
72" gg" 104.5 104.5 116.6 116.6 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
78" 104" 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
84" 112" 83.8 83.8 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
96" 128" 71.9 71.9 80.2 80.2 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
108" 144" 61.5 61.5 68.6 68.6 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
36" 48 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
42" 56" 120.0 130.6 120.0 139.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
48" 64" 116.1 116.1 120.0 127.9 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
54" 72" 105.6 105.6 117.7 117.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
60" 80" 48" 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
66" 88" 83.9 83.9 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
72" 96" 77.6 77.6 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
7g" 104" 72.4 72.4 80.8 80.8 100.0 100.0 120.0 120.0 118.4 118.4 120.0 120.0
84" 112" 67.5 67.5 75.3 75.3 100.0 100.0 120.0 120.0 110.4 110.4 120.0 120.0
36" 48" 120.0 134.3 120.0 134.3 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
42" gg" 111.5 111.5 119.7 119.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
48" 64" 97.5 97.5 108.7 108.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
54" 72" 54" 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
60" 80" 80.1 80.1 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
66" 88" 74.7 74.7 83.3 83.3 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
72" 96" 70.0 70.0 78.1 78.1 100.0 100.0 120.0 120.0 114.5 114.5 120.0 120.0
78" 104" 65.6 65.6 73.2 73.2 100.0 100.0 120.0 120.0 107.9 107.9 120.0 120.0
36" 48 118.2 118.2 118.2 118.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
42" 56" 98.7 98.7 104.8 104.8 120.0 150.0 120.0 150.0 120.0 150.0 7 20.0 150.0
4g" g4" 84.0 84.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
54" 72" 60" 76.9 76.9 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
60" 80" 70.5 70.5 78.6 78.6 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
66" 88" 66.4 66.4 74.1 74.1 100.0 100.0 120.0 120.0 110.6 110.6 120.0 120.0
36" 48" 105.5 105.5 105.5 105.5 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0
42" 56" 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
48" 64" 66" 77.5 77.5 84.2 84.2 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
54" 72" 68.3 68.3 76.2 76.2 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
60" 80" 62.3 62.3 69.5 69.5 100.0 100.0 120.0 120.0 110.2 110.2 120.0 120.0
36" 48" 95.3 95.3 95.3 95.3 120.0 143.0 120.0 150.0 120.0 150.0 120.0 150.0
42" 56" 72„ 80.1 80.1 84.0 84.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
48" 64" 69.4 69.4 75.6 75.6 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
54" 72" 60.8 60.8 67.8 67.8 100.0 100.0 120.0 120.0 116.7 116.7 120.0 120.0
36" 48" 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
42" 56" 76" 78.7 78.7 78.7 78.7 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
48" 64" 65.0 65.0 70.7 70.7 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0
54" 72" 56.6 56.6 63.1 63.1 96.9 96.9 113.1 113.1 112.0 112.0 120.0 120.0
INTERLOCKS
�
a
1
2 3
1
1/3
2/3
1/4
�
a
1
2 2*
1/4
1/2
1/4
WINDOW DIMS.
WINDOW WIDTH
1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE
ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS
TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
2 PANEL
3 PANEL
36"
42"
48"
54"
60"
66"
72"
78"
84"
96"
108"
48"
56"
64"
72"
80"
88"
96"
104"
112"
128"
144"
36"
150.0
150.0
150.0
150.0
150.0
150.0
138.7
150.0
150.0
150.0 150.0 150.0 150.0 1 150.0 150.0 118.9 1 150.0
150.0
150.0 150.0 150.0 134.0 150.0 150.0 104.0 150.0
150.0
143.4 150.0 150.0 119.1 150.0 150.0 92.4 150.0
150.0
129.1 150.0 150.0 107.2 150.0 150.0 83.2 150.0
150.0
117.3 150.0 150.0 97.5 150.0 150.0 75.6 150.0
150.0
107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7
150.0
99.3 150.0 150.0 82.5 150.0 150.0 64.0 128.0
150.0
92.2 150.0 150.0 76.6 150.0 150.0 59.4 118.9
148.6
80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0
130.0
71.7 143.4 150.0 59.6 119.1 148.9 46.2 92.4
115.6
36"
42"
48"
54"
60"
66"
72"
78"
84"
48"
56"
64"
72"
80"
88"
96"
104"
112"
48"
150.0
150.0
150.0
134.0
150.0
150.0
104.0
150.0
150.0
138.3 150.0 150.0 114.9 150.0 150.0 89.1 150.0
150.0
121.0 150.0 150.0 100.5 150.0 150.0 78.0 150.0
150.0
107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7
150.0
96.8 150.0 150.0 80.4 150.0 150.0 62.4 124.8
150.0
88.0 150.0 150.0 73.1 146.2 150.0 56.7 113.5
141.8
80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0
130.0
74.5 148.9 150.0 61.8 123.7 150.0 48.0 96.0
120.0
69.1 138.3 150.0 57.4 114.9 143.6 44.6 89.1
111.4
36"
42"
48"
54"
60"
66"
72"
78"
48"
56"
64"
72"
80"
88"
96"
104"
54"
143.4
150.0
150.0
119.1
150.0
150.0
92.4
150.0
150.0
122.9 150.0 150.0 102.1 150.0 150.0 79.2 150.0
150.0
107.6 150.0 150.0 89.3 150.0 150.0 69.3 138.7
150.0
95.6 150.0 150.0 79.4 150.0 150.0 61.6 123.3
150.0
86.0 150.0 150.0 71.5 142.9 150.0 55.5 110.9
138.7
78.2 150.0 150.0 65.0 129.9 150.0 50.4 100.8
126.1
71.7 143.4 150.0 59.6 119.1 148.9 46.2 92.4
115.6
66.2 132.4 150.0 55.0 109.9 137.4 42.7 85.3
106.7
36"
42"
48"
54"
60"
66"
48"
56"
64"
72"
80"
88"
60"
129.1
150.0
150.0
107.2
150.0
150.0
83.2
150.0
150.0
110.6 150.0 150.0 91.9 150.0 150.0 71.3 142.6
150.0
96.8 150.0 150.0 80.4 150.0 150.0 62.4 124.8
150.0
86.0 150.0 150.0 71.5 142.9 150.0 55.5 110.9
138.7
77.4 150.0 150.0 64.3 128.6 150.0 49.9 99.8
124.8
70.4 140.8 150.0 58.5 116.9 146.2 45.4 90.8
113.5
36"
42"
48"
54"
60"
48"
56"
64"
72"
80"
66"
117.3
150.0
150.0
97.5
150.0
150.0
75.6
150.0
150.0
100.6 150.0 150.0 83.5 150.0 150.0 64.8 129.7
150.0
88.0 150.0 150.0 73.1 146.2 150.0 56.7 113.5
141.8
78.2 150.0 150.0 65.0 129.9 150.0 50.4 100.8
126.1
70.4 140.8 150.0 58.5 116.9 146.2 45.4 90.8
113.5
36"
42"
48"
54"
48"
56"
64"
72"
72"
107.6
150.0
150.0
89.3
150.0
150.0
69.3
138.7
150.0
92.2 150.0 150.0 76.6 150.0 150.0 59.4 118.9
148.6
80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0
130.0
71.7 143.4 150.0 59.6 119.1 148.9 46.2 1 92.4
115.6
36"
42"
48"
54"
48"
56"
64"
72"
76"
101.9
150.0
150.0
84.6
150.0
150.0
65.7
131.4
150.0
87.3 150.0 150.0 72.5 145.1 150.0 56.3 112.6
140.8
76.4 150.0 150.0 63.5 126.9 150.0 49.3 98.5
123.2
67.9 135.9 150.0 56.4 112.8 1 141.1 43.8 87.6
109.5
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
h
C
C
G
3
"C
c
3
C'
L
3
3
c
c
3
ANCHOR CAPACITY
UNEQUAL PANELS
WINDOWWIDT�
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
WINDOW WIDTH
3
133
p J
LJ
1/3
2/3
�
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
WINDOW WIDTH
3
133
p J
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1/4
1/2
1/4
6' MAX.
9'
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
28' MAX.
WINDOW WIDTH
3
133
p J
LJ
1/3
2/3
�
28' MAX.
2-1/2'
TYP.
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
WINDOW WIDTH
3
133
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1/2
1/4
2-1/2'
TYP.
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
6' MAX.
' 1 24' MAX.
WINDOW WIDTH
3
1/3
2/3
6' MAX.
' 1 24' MAX.
2-1/2'
TYP,
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
iTr EYA
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2"
6' MAX.
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sheet 8 of l 6
WINDOW WIDTH
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2-1/2'
TYP,
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
iTr EYA
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2"
6' MAX.
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drawing no.
18-96D
sheet 8 of l 6
WINDOW DIMS.
WINDOW WIDTH
1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE
ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS
TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'A' TYPE 'B' TYPE 'C'
WIDTH
HEIGHT
EXT. (+)
I INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
2 PANEL
3 PANEL
26-1/2"
37"
53-1/8-
74"
79-1/2"
106-1/4"
35-5/16"
49-5/16"
71"
99"
106"
142"
38-3/8"
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0 150.0 150.0 150.0 150.0 150.0 126.6 150.0
150.0
136.4 150.0 150.0 113.3 150.0 150.0 87.9 150.0
150.0
97.8 150.0 150.0 81.3 150.0 150.0 63.1 126.1
150.0
91.4 150.0 150.0 75.9 150.0 150.0 58.9 117.8
147.3
68.2 136.4 150.0 56.7 113.3 141.6 44.0 87.9
1 109.9
26-1/2"
37"
53-1/8'
74"
79-1/2"
35-5/16"
49-5/16"
71"
99"
106"
50-5/8"
150.0
150.0
150.0
150.0
150.0
150.0
134.0
150.0
150.0
148.8 150.0 150.0 123.6 150.0 150.0 96.0 150.0
150.0
103.4 150.0 150.0 85.9 150.0 150.0 66.7 133.3
150.0
74.2 148.3 150.0 61.6 123.2 150.0 47.8 95.6
119.5
69.3 138.5 150.0 57.5 115.1 143.8 1 44.7 89.3
111.6
26-1/2"
37"
53-1/8-
35-5/16"
49-5/16"
71"
63"
150.0
150.0
150.0
138.7
150.0
150.0
107.7
150.0
150.0
119.6 150.0 150.0 99.3 150.0 150.0 77.1 150.0
150.0
83.1 150.0 150.0 69.0 138.0 150.0 53.6 107.1
133.9
26-1/2"
37"
53-1/8-
35-5/16"
49-5/16"
71"
72"
146.1
150.0
150.0
121.4
150.0
150.0
94.2
150.0
150.0
104.6 150.0 150.0 86.9 150.0 150.0 67.5 134.9
150.0
72.7 145.4 150.0 60.4 120.8 150.0 46.9 93.7
117.2
26-1/2"
37"
35-5/16"
49-5/16"
71"
76"
138.4
150.0
150.0
115.0
150.0
150.0
89.3
150.0
150.0
99.1 150.0 150.0 82.3 1::50. 150.0 63.9 127.8
159.8
68.9 137.8 150.0 57.2 1 114.4 143.0 44.4 88.8
111.0
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
c
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UNEQUAL PANELS
WINDOW WIDTH
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
WINDOW WIDTH
3
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1/3
2/3
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
WINDOW WIDTH
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2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH
9'
28' MAX,
6' MAX.
WINDOW WIDTH
3
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1/3
2/3
9'
28' MAX,
6' MAX.
2-1/2'
TYP.
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
WINDOW WIDTH
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TYP.
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4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
6° MAX,
24' MAX.
WINDOW WIDTH
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2/3
6° MAX,
24' MAX.
2-1/2'
TYP, 14'
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO
12'
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WINDOW WIDTH
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TYP, 14'
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO
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drawing no.
18-96D
sheet 8.1 of 16
FLANGE FRAME INSTALLATION TYPE
THRU 1 BY WOOD BUCK
BUCK BED IN SEALANT (TYP) —�
SEALANT (TYP)
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 11 FOR DESCRIPTION
FLANGE FRAME INSTALLATION TYPE '2'
THRU 2 BY WOOD BUCK
//////A
BUCK BED IN SEALANT (TYP)
SEALANT (TYP)
BUCK INSTALLATION
NOT PART OF
THIS SUBMITTAL
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 11 FOR DESCRIPTION
LED
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WOOD BUCKS NOT BY WINDOOR INC., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
Optional Pr(
drawing no.
18-96D
sheet 9 of 16
EQUAL LEG INSTALLATION TYPE ' 1'
THRU 1 OR 2 BY WOOD BUCK
TYPICAL ANCHORS
^' FOR SPACING
11 FOR DESCRIPTION
THIS SUBMITTAL
WOOD BUCKS NOT BY WINDOOR INC., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
BY WOOD BUCK
)R 2 BY WOOD BUCK
EQUAL LEG INSTALLATION TYPE '2'
DIRECTLY INTO STRUCTURE OPENING
WOOD STRUCTURES,
CONCRETE OR MASONRY
AiIPpm"Je d go ccrlllvli. .
0
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 11 FOR DESCRIPTION
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drawing no.
18-96D
sheet 10 of 16
1111111
. �.
FLANGE FRAME INSTALLATION EQUAL LEG FRAME INSTALLATION
METAL STRUCTU
SEALANT (TYP)
TYPICAL ANCHORS
IR SPACING
WEEP HOLE
METAL STRUCTURES
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
1/4" DIA. HILTI KWIK–CON II (Fu=138 KSI, Fy=137 KSI)
INTO WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU
2BY
BUCKS
INTO
CONC. OR
MASONRY
3/4"
MIN.
EMBED
INTO
CONCRETE
(HEAD/SILL)
3/4"
MIN.
EMBED
INTO
CONC. OR
MASONRY (JAMBS)
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
2" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI–DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090")
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063–T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
MIN. 3 THREAD
BEYON
SUBSTRAT
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
METAL STRUCTURES
METAL STRUCTURES
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 2730 PSI MIN.
C-90 FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
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drawing no.
18-96D
sheet 11 of 16
MULLION AT FLANGE WINDOWS
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (6063-T6)
(unclipped at ends)
(Mull length = Wdw Height - 1 ")
#14 Flat Ha
SMS
See Sheet
For Spacing
MULLION AT FLANGE WINDOWS
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (6063-T6)
(unclipped at ends)
(Mull length = Wdw Height -
#14 Flat HE
SMS
See Sheet
For Spacing
Sea. ...
(tYp)
c
L
7
C
STANDARD INSTALLATIrON
wn C
MIN. 3 THREADS
ENGAGMENT
MULTIPLE OPENING
(2 OR MORE WINDOWS)
w/ 1 SCREW ON EACH SIDE OF MULLION
MIN. 3 THREADS
ENGAGMENT
MULLION DESIGN LOAD CAPACITY - PSF
6" MAX.
TYP
WINDOW
HEIGHT
EXT.(+)
INT.(-)
i
M
150.0
150.0
150.0
X oro
X oro
120.0
MIN. 3 THREADS
ENGAGMENT
MULTIPLE OPENING
(2 OR MORE WINDOWS)
w/ 1 SCREW ON EACH SIDE OF MULLION
MIN. 3 THREADS
ENGAGMENT
MULLION DESIGN LOAD CAPACITY - PSF
TRIBUTARY
WIDTH
WINDOW
HEIGHT
EXT.(+)
INT.(-)
24"
28"
30"
32"
36"
39"
40"
42"
44"
46"
48"
52"
54"
150.0
150.0
150.0
150.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
24"
28"
30"
32"
36"
39"
40"
42"
44"
46"
60"
150.0
150.0
150.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
24"
28"
30"
32"
36"
39"
40"
42"
66"
150.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
TRIBUTARY WIDTH = W1 2 2 L
MULLION DESIGN LOAD CAPACITY - PSF
TRIBUTARY
WIDTH
WINDOW
HEIGHT
EXT.(+)
INT.(-)
24"
28"
30"
32"
36"
39"
72"
150.0
120.0
120.0
120.0
120.0
120.0
24"
28"
30"
32"
36"
37" 1
76"
1
120.0
120.0
120.0
120.0
120.0
120.0
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
HIGH LOAD INSTALLATION
'C U11 UP)
MULTIPLE OPENING
(2 OR MORE WINDOWS)
w/ 2 OR 3 SCREWS ON EACH SIDE OF MULLION
(* = ADDITIONAL HOLES TO BE DRILLED BY
INSTALLER)
MULLION DESIGN LOAD CAPACITY - PSF
TRIBUTARY
WIDTH
I�..
EXT.(+)
INT.(-)
18"
26-1/2"
37"
44"
56"
71"
M
X or 0
X or 0
150.0
150.0
150.0
120.0
120.0
MULTIPLE OPENING
(2 OR MORE WINDOWS)
w/ 2 OR 3 SCREWS ON EACH SIDE OF MULLION
(* = ADDITIONAL HOLES TO BE DRILLED BY
INSTALLER)
MULLION DESIGN LOAD CAPACITY - PSF
TRIBUTARY
WIDTH
WINDOW
HEIGHT
EXT.(+)
INT.(-)
18"
26-1/2"
37"
44"
56"
71"
38-3/8"
150.0
150.0
150.0
150.0
120.0
120.0
18"
26-1/2-
37"
44"
55"
50-5/8"
150.0
150.0
120.0
120.0
120.0
18"
26-1/2"
37"
44"
63„
150.0
150.0
120.0
120.0
18"
26-1/2"
37"
39"
72"
150.0
120.0
120.0
120.0
18"
26-1/2"
37"
76"
150.0
120.0
120.0
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
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drawing no.
18-96D
Fsheet 12 of 16
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
PERFORMANCE VALUES OF
UNCLIPPED MULLION ANCHORS
EXT.(+) & INT.(-)
TRIBUTARY
WIDTH
TRIBUTARY
WIDTH
WINDOW
HEIGHT
1/4" MAX. SHIM SPACE 3/8" MAX. SHIM
SPACE 1/2" MAX. SHIM SPACE
CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER
OF 2 OF 4 OF 6 OF 2 OF 4 OF 6 OF 2 OF 4 OF 6
24"
28"
30"
32"
36"
48"
52"
54"
1
107.6
150.0
150.0
89.3
150.0
150.0
69.3
138.7
150.0
92.2 150.0 150.0 76.6 150.0 150.0 59.4 118.9
150.0
86.0 150.0 150.0 71.5 142.9 150.0 55.5 110.9
150.0
80.7 150.0 150.0 67.0 134.0 150.0 52.0 104.0
150.0
71.7 143.4 150.0 59.6 119.1 150.0 46.2 92.4
138.7
53.8 107.6 150.0 44.7 89.3 134.0 34.7 69.3
104.0
49.6 99.3 1 148.9 41.2 82.5 123.7 32.0 64.0
96.0
24"
28"
30"
32"
36"
40"
44"
60"
96.8
150.0
150.0
80.4
150.0
150.0
62.4
124.8
150.0
83.0 150.0 150.0 68.9 137.8 150.0 53.5 107.0
150.0
77.4 150.0 150.0 64.3 128.6 150.0 49.9 99.8
149.8
72.6 145.2 150.0 60.3 120.6 150.0 46.8 93.6
140.4
64.5 129.1 150.0 53.6 107.2 150.0 41.6 83.2
124.8
58.1 116.2 150.0 48.2 96.5 144.7 37.4 74.9
112.3
52.8 105.6 150.0 43.9 87.7 131.6 34.0 68.1
102.1
24"
28"
30"
32"
36"
40"
66"
88.0
150.0
150.0
73.1
146.2
150.0
56.7
113.5
150.0
75.4 150.0 150.0 62.6 125.3 150.0 48.6 97.2
145.9
70.4 140.8 150.0 58.5 116.9 150.0 45.4 90.8
136.1
66.0 132.0 150.0 54.8 109.6 150.0 42.5 85.1
127.6
58.7 117.3 150.0 48.7 97.5 146.2 37.8 75.6
113.5
52.8 105.6 150.0 43.9 87.7 131.6 34.0 68.1
102.1
24"
28"
30"
32"
36"
72"
80.7
150.0
150.0
67.0
134.0
150.0
52.0
104.0
150.0
69.1 138.3 150.0 57.4 114.9 150.0 44.6 89.1
133.7
64.5 129.1 150.0 53.6 107.2 150.0 41.6 83.2
124.8
60.5 121.0 150.0 50.3 100.5 150.0 39.0 78.0
117.0
53.8 1 107.6 150.0 44.7 89.3 134.0 1 34.7 69.3
104.0
24"
28"
30"
32"
36"
76"
1
76.4
150.0
150.0
63.5
126.9
150.0
49.3
98.5
147.8
65.5 131.0 150.0 54.4 108.8 150.0 42.2 84.5
126.7
61.1 122.3 150.0 50.8 101.6 150.0 39.4 78.8
118.2
57.3 114.6 150.0 47.6 95.2 142.8 36.9 73.9
110.8
1 50.9 1 101.9 1 150.0 1 42.3 1 84.6 1 126.9 1 32.8 1 65.7
1 98.5
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
MULLION ANCHORS
ADJACENT TO MULLIONS AT HEAD & SILL
ALL OTHER WINDOW ANCHORS
AS PER SHEETS 9 THRU 11
TRIBUTARY WIDTH = W1 2 W2
L ,11� IAI7
PERFORMANCE VALUES OF
UNCLIPPED MULLION ANCHORS
EXT.(+) & INT.(-)
TRIBUTARY
WIDTH
WINDOW
HEIGHT
1/4" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 1/2" MAX. SHIM SPACE
CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER
OF 2 OF 4 OF 6 OF 2 OF 4 OF 6 OF 2 OF 4 OF 6
18"
26-1/2'
37"
44"
56"
71 "
38-3/8"
150.0
150.0
150.0
150.0
150.0
150.0
130.1
150.0
150.0
137.1 150.0 150.0 113.8 150.0 150.0 88.4 150.0
150.0
98.2 150.0 150.0 81.5 150.0 150.0 63.3 126.6
150.0
82.6 150.0 150.0 68.6 137.1 150.0 53.2 106.4
150.0
64.9 129.7 150.0 53.9 1 107.7 150.0 41.8 83.6
125.4
51.2 102.3 150.0 42.5 85.0 127.5 33.0 66.0
98.9
18"
26-1/2'
37"
44"
50-5/8"
150.0
150.0
150.0
127.1
150.0
150.0
98.6
150.0
150.0
103.9 150.0 150.0 86.3 150.0 150.0 67.0 134.0
150.0
74.4 148.8 150.0 61.8 123.6 150.0 48.0 95.9
143.9
62.6 125.2 150.0 52.0 104.0 150.0 40.3 80.7
121.0
18"
26-1/2'
37"
44"
63"
122.9
150.0
150.0
102.1
150.0
150.0
79.2
150.0
150.0
83.5 150.0 150.0 69.3 138.7 150.0 53.8 107.6
150.0
59.8 119.6 150.0 49.7 99.3 149.0 38.5 77.1
115.6
50.3 100.6 150.0 41.8 83.5 125.3 32.4 64.8
97.2
18"
26-1/2'
37"
72"
107.6
150.0
150.0
89.3
150.0
150.0
69.3
138.7
150.0
73.1 146.1 150.0 60.7 121.4 150.0 47.1 94.2
141.3
52.3 104.6 150.0 43.5 86.9 130.4 33.7 67.5
101.2
18"
26-1/2'
37"
76"
101.9
150.0
150.0L41.2
6
150.0
150.0
65.7
131.4
150.0
69.2 138.4 150.05 115.0 150.0 44.6 89.2
133.8
49.6 99.1 148.7 82.3 123.5 32.0 63.9
95.9
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
MULLION ANCHORS
ADJACENT TO MULLIONS AT HEAD & SILL
ALL OTHER WINDOW ANCHORS
AS PER SHEETS 9 THRU 11
TRIBUTARY WIDTH = W1 2 W2
L ,11� IAI7
CLUSTER OF 2, 4, OR 6 ANCHORS
(SEE CHARTS ABOVE). ALL OTHER
ANCHORS AS PER SHEET 10.
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drawing no.
18-96D
sheet 13 of 16
1X4 MULLION
SEE SHT 8 OF
M
i
X or 0
X or 0
CLUSTER OF 2, 4, OR 6 ANCHORS
(SEE CHARTS ABOVE). ALL OTHER
ANCHORS AS PER SHEET 10.
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drawing no.
18-96D
sheet 13 of 16
SILLS CAN ALSO BE USED
WITH OPTIONAL WATERBAR,
REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
EXT.(+) & INT.(-)
WINDOW DIMS.
WINDOW DIMS.
ANCHORS AT 16" O.C.
ANCHORS AT 8" O.C.
WIDTH
HEIGHT
WOOD/BLOCK
CONC.
WOOD/BLOCK
CONC.
36"
48"
56"
60"
64"
72"
80"
84"
88"
96"
108"
112"
117"
126"
144"
36"
N
150.0
150.0
150.0
150.0
150.0 150.0 150.0
150.0
124.6 150.0 150.0
150.0
112.8 150.0 150.0
150.0
128.7 150.0 150.0
150.0
109.6 150.0 150.0
150.0
114.6 150.0 150.0
150.0
107.6 150.0 150.0
150.0
101.5 144.0 150.0
150.0
106.3 150.0 150.0
150.0
92.1 130.7 150.0
150.0
100.8 143.0 150.0
150.0
95.7 135.8 150.0
150.0
98.7 140.0 150.0
150.0
94.0 133.3 150.0
150.0
36"
48"
56"
60"
64"
72"
80"
84"
88"
98"
108"
112"
117"
126"
144"
48"
150.0
150.0
150.0
150.0
150.0
148.0 150.0 150.0
150.0
111.0 150.0 150.0
150.0
98.7 140.0 150.0
150.0
111.0 150.0 150.0
150.0
92.5 131.3 150.0
150.0
95.1 135.0 150.0
150.0
88.8 126.0 148.0
150.0
83.3 118.1 150.0
150.0
86.3 122.5 148.0
150.0
74.0 105.0 137.4
150.0
80.7 114.5 141.3
150.0
76.4 108.4 143.2
150.0
78.4 111.2 139.3
150.0
74.0 105.0 133.2
150.0
36"
48"
56"
60"
64"
72"
80"
84"
88"
96"
108"
112"
117"
126"
144"
54"
150.0
131.6
150.0
150.0
150.0
118.4 150.0 150.0
150.0
108.9 150.0 150.0
150.0
95.7 135.8 150.0
150.0
106.7 150.0 150.0
150.0
87.7 124.4 150.0
150.0
89.4 126.8 148.9
150.0
83.1 117.9 138.5
150.0
77.6 110.2 142.3
150.0
80.1 113.6 137.3
150.0
68.2 96.8 126.7
150.0
74.3 105.4 130.0
150.0
70.2 99.6 131.6
150.0
71.8 101.8 127.6
150.0
67.5 95.7 121.4
150.0
36"
48"
56"
60"
64"
72"
80"
84"
88"
96"
108"
112"
117"
126"
60"
112.8
150.0
150.0
150.0
98.7 140.0 150.0
150.0
95.1 135.0 150.0
150.0
94.7 134.4 150.0
150.0
94.7 134.4 150.0
150.0
84.6 120.0 150.0
150.0
85.2 121.0 142.1
150.0
78.9 112.0 131.6
150.0
73.5 104.3 134.7
150.0
75.3 106.9 129.2
150.0
63.8 90.5 118.4
150.0
69.3 98.3 121.3
150.0
65.3 92.7 122.5
150.0
66.6 1 94.5 1 118.4 1
150.0
SILLS CAN ALSO BE USED
WITH OPTIONAL WATERBAR,
REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
EXT.(+) & INT.(-)
WINDOW DIMS.
ANCHORS AT 16" O.C. ANCHORS AT 8" O.C.
WIDTH
HEIGHT
WOOD/BLOCK
CONC. WOOD/BLOCK
CONC.
36"
48"
56"
60"
64"
72"
80"
84"
88"
96"
108"
112"
117"
126"
66"
N
123.3
150.0
150.0
150.0
105.7 150.0 150.0
150.0
100.2 142.1 150.0
150.0
94.7 134.4 150.0
150.0
97.9 139.0 150.0
150.0
82.8 117.5 149.0
150.0
82.4 1 117.0 137.4
150.0
76.0 107.8 126.6
150.0
70.5 100.0 129.2
150.0
71.8 101.8 123.0
150.0
60.3 85.5 111.9
150.0
65.4 92.8 114.4
150.0
61.5 87.3 115.3
150.0
62.5 88.7 111.1
150.0
36"
48"
56"
60"
64"
72"
80"
84"
88"
96"
108"
112"
117"
72"
109.6
150.0
150.0
150.0
92.5 131.3 150.0
150.0
86.5 122.7 150.0
150.0
84.6 120.0 150.0
150.0
83.2 118.1 149.8
150.0
82.2 116.7 148.0
150.0
80.7 114.5 134.5
150.0
74.0 105.0 123.3
150.0
68.3 96.9 125.2
150.0
69.1 98.0 118.4
150.0
57.6 81.7 106.9
150.0
62.3 88.4 109.1
150.0
58.5 83.0 109.6
150.0
36"
48"
56"
60"
64"
72"
80"
84"
88"
96"
108" 1
76"
102.1
144.8
150.0
150.0
85.4 121.2 150.0
150.0
79.3 112.5 142.7
150.0
77.2 109.6 139.0
150.0
75.7 107.4 136.2
150.0
74.0 105.0 133.2
150.0
73.8 104.7 132.8
150.0
73.2 103.8 121.9
150.0
67.3 95.5 123.4
150.0
67.7 96.0 116.0
150.0
56.1 1 79.6 1 104.2 1
147.8
SILLS CAN ALSO BE USED
WITH OPTIONAL WATERBAR,
REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
d G " Y
^ ..a' a a
CONCRETE = 3000 PSI
BLOCK = 1924 PSI a
^ 1/4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
1-3/8" MIN. CONC. EMBED
2 1/2" MIN. 1-1/4" MIN. BLOCK EMBED
EDGE DIST. AT 6" FROM ENDS AND 1" MIN.
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES&SING ALUMINUM BUCK SYSTEM
4.253
1,270 .625 Lr) Ln
.908
o cu
500 62
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES ALUMINUM BUCK
6063-T6
845
,065
1.7
5
L.903-1
OPTIONAL COVER
6063-T6
d iz"Ode
.
f J're La J
& r1 nducI cbmul
I3V
2BY WOOD BUCK
OR WOOD STRUCTURES
1/4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
1-1/2" MIN. EMBED
AT 6" FROM ENDS AND
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
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drawing no.
18-96D
sheet 14 of Lr
Q cn
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1-1
�
Q
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QL,
�1 I
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#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
d G " Y
^ ..a' a a
CONCRETE = 3000 PSI
BLOCK = 1924 PSI a
^ 1/4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
1-3/8" MIN. CONC. EMBED
2 1/2" MIN. 1-1/4" MIN. BLOCK EMBED
EDGE DIST. AT 6" FROM ENDS AND 1" MIN.
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES&SING ALUMINUM BUCK SYSTEM
4.253
1,270 .625 Lr) Ln
.908
o cu
500 62
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES ALUMINUM BUCK
6063-T6
845
,065
1.7
5
L.903-1
OPTIONAL COVER
6063-T6
d iz"Ode
.
f J're La J
& r1 nducI cbmul
I3V
2BY WOOD BUCK
OR WOOD STRUCTURES
1/4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
1-1/2" MIN. EMBED
AT 6" FROM ENDS AND
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
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drawing no.
18-96D
sheet 14 of Lr
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
SILLS CAN ALSO BE USED
WITH OPTIONAL WATERBAR,
REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
Q
\ N
Q
M N
\ N
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
°, a Y
d
CONCRETE = 3000 PSI a ° .
.BLOCK = 1924 PSI a
a ^1/4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
1-3/8" MIN. CONC. EMBED
2 1/2" MIN. 1-1/4" MIN. BLOCK EMBED
EDGE DIST. AT 6" FROM ENDS AND 1" MIN.
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES&SING ALUMINUM BUCK SYSTEM
4,253
1.270 .625 .908
Ln
o_ cu
5100
.562 2
ALUMINUM BUCK
6063-T6
845
,065
1.125
L.903-1
OPTIONAL COVER
6063-T6
Approved mp#yi '
Date 1
hdOA9
h4amni Da Product CmmmA
By
Q
M N
2BY WOOD BUCK
OR WOOD STRUCTURES
1/4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
1-1/2" MIN. EMBED
AT 6" FROM ENDS AND
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
V
,a Se 24,2018
0 STATE OF
1OR9®1
IONAL
I
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CD ro
Z M Z
W
2 N a
J - 0
00,__0 0 j C4
LLI N M U
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N N
Z j N
W D LL N
W U) ^ O
Z O
W 0)
to
�
to
N LO
\ LO
I
ro
J �
3 o
0 0
3
z
Z N o
J 1 4
0 i
� N
cc
N
1= 00 o
C14 6
0 i I
+, J
L E
LO 0
M Q Q O
Q O O o
J)
C p O
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0
I
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drawing no.
18-96D
sheet 15 of 16
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
EXT.(+) & INT.(-)
WINDOW DIMS.
ANCHORS AT 16" O.C. ANCHORS AT 6" O.C.
WIDTH
HEIGHT
WOOD/BLOCK
CONC. WOOD/BLOCK
CONC.
26-1/2"
53-1/8-
79-11/16"
106-1/4"
ill"
119-1/4"
159-3/8"
38-3/8"
150.0
150.0
150.0
150.0
130.9 150.0 150.0
150.0
110.2 150.0 150.0
150.0
89.3 126.7 150.0
150.0
96.8 137.3 150.0
150.0
88.8 126.0 150.0
150.0
87.2 123.7 150.0
150.0
26-1/2-
53-1/8-
79-11/16"
106-1/4"
111"
119-1/4"
159-3/8"
50-5/8"
150.0
150.0
150.0
150.0
121.1 150.0 150.0
150.0
92.9 131.8 150.0
150.0
728 103.3 135.2
150.0
78.6 111.5 137.6
150.0
71.7 101.7 134.4
150.0
69.1 98.0 125.6
150.0
26-1/2"
53-1/8-
79-11/16"
106-1/4"
111"
119-1/4"
63"
150.0
150.0
150.0
150.0
110.1 150.0 150.0
150.0
84.2 119.5 140.4
150.0
63.4 89.9 117.7
150.0
68.1 96.6 119.1
150.0
61.7 87.5 115.7
150.0
26-1/2-
53-1/8"
79-11/16"
106-1/4"
111"
72"
136.9
150.0
150.0
150.0
88.3 125.3 150.0
150.0
81.3 115.4 135.5
150.0
59.0 83.7 109.6
150.0
63.1 89.6 110.5
150.0
26-1/2'
53-1/8"
79-11/16"
106-1/4"
ill"
76"
128.2
150.0
150.0
150.0
81.1 115.1 146.1 1
150.0
73.8 104.7 132.8
150.0
57.5 81.6 106.8
150.0
61.5 87.2 107.6
150.0
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
SILLS CAN ALSO BE USED
WITH OPTIONAL WATERBAR,
REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
Q
\ N
Q
M N
\ N
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
°, a Y
d
CONCRETE = 3000 PSI a ° .
.BLOCK = 1924 PSI a
a ^1/4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
1-3/8" MIN. CONC. EMBED
2 1/2" MIN. 1-1/4" MIN. BLOCK EMBED
EDGE DIST. AT 6" FROM ENDS AND 1" MIN.
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES&SING ALUMINUM BUCK SYSTEM
4,253
1.270 .625 .908
Ln
o_ cu
5100
.562 2
ALUMINUM BUCK
6063-T6
845
,065
1.125
L.903-1
OPTIONAL COVER
6063-T6
Approved mp#yi '
Date 1
hdOA9
h4amni Da Product CmmmA
By
Q
M N
2BY WOOD BUCK
OR WOOD STRUCTURES
1/4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
1-1/2" MIN. EMBED
AT 6" FROM ENDS AND
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
V
,a Se 24,2018
0 STATE OF
1OR9®1
IONAL
I
co
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CD ro
Z M Z
W
2 N a
J - 0
00,__0 0 j C4
LLI N M U
® t®
LLI In
VNO
Ir0 Ca
A®®
N N
Z j N
W D LL N
W U) ^ O
Z O
W 0)
to
�
to
N LO
\ LO
I
ro
J �
3 o
0 0
3
z
Z N o
J 1 4
0 i
� N
cc
N
1= 00 o
C14 6
0 i I
+, J
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LO 0
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drawing no.
18-96D
sheet 15 of 16
ALUMINUM BUCK ANCHORS
ADJACENT TO MULLIONS AT HEAD & SILL
ALL OTHER ALUMINUM BUCK ANCHORS
AS PER SHEET 14
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
[TRIBUTARY WIDTH = W 1 + W`'
2
PERFORMANCE VALUES
OF ALUMINUM BUCK ANCHORS
AT MULLION JOINTS
EXT.(+) & INT.(-)
1X4 MULLION
TRIBUTARY
WIDTH
WINDOW
HEIGHT
ANCHORS INTO
WOOD OR HOLLOW BLOCK ANCHORS INTO CONCRETE
CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER
OF 2 OF 4 OF 6 OF 2 OF 4 OF 6
24"
28"
32"
36"
39"
40"
42"
44"
46"
48"
52"
54"
65.8
131.6
150.0
93.3
150.0
150.0
56.4 112.8 150.0 80.0 150.0
150.0
49.3 98.7 148.0 70.0 140.0
150.0
43.9 87.7 131.6 62.2 124.4
150.0
40.5 81.0 121.4 57.4 114.9
150.0
39.5 78.9 118.4 56.0 112.0
150.0
37.6 75.2 112.8 53.3 106.7
150.0
35.9 71.8 107.6 50.9 101.8
150.0
34.3 68.6 103.0 48.7 97.4
146.1
32.9 65.8 98.7 46.7 1 93.3
140.0
30.4 60.7 91.1 43.1 86.2
129.2
24"
28"
32"
36"
39"
40"
42"
44"
46"
60"
59.2
118.4
150.0
84.0
150.0
150.0
50.7 101.5 150.0 72.0 144.0
150.0
44.4 88.8 133.2 63.0 126.0
150.0
39.5 78.9 118.4 56.0 112.0
150.0
36.4 72.9 109.3 51.7 103.4
150.0
35.5 71.0 106.6 50.4 100.8
150.0
33.8 67.7 101.5 48.0 96.0
144.0
32.3 64.6 96.9 45.8 91.6
137.5
30.9 61.8 92.7 43.8 1 87.7
131.5
24"
28"
32"
36"
39"
40"
42"
66"
53.8
107.6
150.0
76.4
150.0
150.0
46.1 92.3 138.4 65.5 130.9
150.0
40.4 80.7 121.1 57.3 114.5
150.0
35.9 71.8 107.6 50.9 101.8
150.0
33.1 66.2 99.4 47.0 94.0
141.0
32.3 64.6 96.9 45.8 91.6
137.5
30.8 61.5 92.3 43.6 87.3
130.9
24"
28"
32"
36"
39"
72"
49.3
98.7
148.0
70.0
140.0
150.0
42.3 84.6 126.9 60.0 120.0
150.0
37.0 74.0 111.0 52.5 105.0
150.0
32.9 65.8 98.7 46.7 93.3
140.0
30.4 60.7 91.1 43.1 86.2
129.2
24"
28"
32"
36"
76"
46.7
93.5
140.2
66.3
132.6
150.0
40.1 80.1 120.2 56.8 113.7
150.0
35.1 70.1 105.2 49.7 99.5
149.2
1 31.2 62.3 93.5 1 44.2 88.4
132.6
ALUMINUM BUCK ANCHORS
ADJACENT TO MULLIONS AT HEAD & SILL
ALL OTHER ALUMINUM BUCK ANCHORS
AS PER SHEET 14
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
[TRIBUTARY WIDTH = W 1 + W`'
2
PERFORMANCE VALUES
OF ALUMINUM BUCK ANCHORS
AT MULLION JOINTS
EXT.(+) & INT.(-)
1X4 MULLION
TRIBUTARY
WIDTH
WINDOW
HEIGHT
ANCHORS INTO
WOOD OR HOLLOW BLOCK ANCHORS INTO CONCRETE
CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER
OF 2 OF 4 OF 6 OF 2 OF 4 OF 6
18"
26-1/2'
37"
44"
56"
71 "
38-3/8"
123.4
150.0 150.0
150.0
150.0
150.0
83.8 150.0 150.0 118.9 150.0
150.0
60.0 120.1 150.0 85.2 150.0
150.0
50.5 01.0 150.0 71.6 143.3
150.0
39.7 9.3 119.0 56.3 112.6
]62.6
150.0
31.3 93.9 44.4 88.8
150.0
18"
26-1/2'
37"
44"1
50-5/8"
93.6
150.0 150.0
132.7
150.0
150.0
63.5 127.1 150.0 90.2 150.0
150.0
45.5 91.0 136.5 64.6 129.2
150.0
38.3 76.5 114.8 54.3 108.6
150.0
18"
26-1/2'
37"
44"
63"
75.2
150.0 150.0
106.7
150.0
150.0
51.1 102.1 150.0 72.5 144.9
150.0
36.6 73.1 109.7 51.9 103.8
150.0
30.8 61.5 92.3 43.6 87.3
130.9
18"
26-1/2'
37"
72"
65.8
131.6 150.0
93.3
150.0
150.0
44.7 89.4 134.0 63.4 126.8
150.0
32.0 64.0 96.0 45.4 90.8
136.2
18"
26-1/2'
37" 1
76"
1
62.3
124.6 150.0
88.4
150.0
150.0
42.3 84.7 127.0 60.1 120.1
150.0
30.3 1 60.6 1 90.9 43.0 1 86.0
129.0
ALUMINUM BUCK ANCHORS
ADJACENT TO MULLIONS AT HEAD & SILL
ALL OTHER ALUMINUM BUCK ANCHORS
AS PER SHEET 14
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXT.(+) LOADS TO 80.0 PSF
[TRIBUTARY WIDTH = W 1 + W`'
2
CLUSTER OF 2, 4, OR 6 ANCHORS
(SEE CHARTS ABOVE). ALL OTHER BUCK
ANCHORS AS PER SHEET 15.
NOTE: ALUMINUM BUCKS ARE SUPPLIED WITH
CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STANDARD.
EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED.
16
Florida BuiWidialp
Date 12 i
By C
NOTE: VALUES FROM CHARTS MAY
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drawing no.
18-96D
sheet 16 of 161
1X4 MULLION
SEE SHT 12 OF
i
X or 0
X or 0
i
CLUSTER OF 2, 4, OR 6 ANCHORS
(SEE CHARTS ABOVE). ALL OTHER BUCK
ANCHORS AS PER SHEET 15.
NOTE: ALUMINUM BUCKS ARE SUPPLIED WITH
CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STANDARD.
EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED.
16
Florida BuiWidialp
Date 12 i
By C
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
®®eolu�aaos,®®
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ENSp
.70592
�p 24,2018'
0
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drawing no.
18-96D
sheet 16 of 161