HomeMy WebLinkAboutNOA 18-1001.11 ALUM HORZ ROLLERM IAM ImDADE 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.
MIAMI-DADE COUNTY
NOA No. 18-1001.11
Expiration Date: June 10, 2024
Approval Date: December 13, 2018
Page 1
WinDoor, Inc.
NOTICE OF ACN CEPTACE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (See NOA #18-1001.07)
2. Drawing No M961), titled "Series-375 Alum. Horiz. Rolling Wdw. (L.M.L/S.M.L)",
sheets 1 through 6, 6.13 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
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. 18-1001.11
Expiration Date: June 10, 2024
Approval Date: December 13, 2018
E-1
1 /n" Awiwi ri Acc
075 Interlayer
iaflex CP With PET Core
3y 'Eastman Chemical Co.'
090" Interlayer
SentryGlas
3y 'Kuraray America, Inc.'
GLASS
SILICONE
GE-1200
D❑WSIL 995
D❑WSIL 899
5/16" NOMINAL
GLASS TYPE `1'
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
SILICONE
GE-1200
D❑WSIL 995
DOWSIL 899
7/16". NOMINAL
GLASS TYPE `3'
6" ANN. GLASS
16" TEMP. GLASS
\ AIR SPACE (SEE NOTE BELOW)
�-1/8" HEAT STREN'D GLASS
.075" Interlayer
Saflex CP With PET Core
TERLAYERS By 'Eastman Chemical Co.'
IN
.090" Interlayer
SentryGlas
By `Kuraray America, Inc.'
F-1/8" HEAT STREN'D GLASS
m
13/16" INSULATED
GLASS TYPE '5'
SILICONE
GE-1200
D❑WSIL 995
D❑WSIL 899
XL EDGE SPACER
ST. STEEL BY `CARDINAL'
OR
DURASEAL BY `QUANEX'
OR
PER SPACER BY `QUANEX'
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
D❑WSIL 995
D❑WSIL 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 By 'Eastman Chemical Co.'
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
1/8" ANN. GLASS
i I.j GE-1200
D❑WSIL 995
D❑WSIL 899
I i is
1-4/5' X 1/3' WEEPS
(i) AT 4' FRDM EACH END
<1) AT EACH INTERL❑CK
(1) AT CENTERLINE
111"
WINDOW WIDTH
37 1/2
VENT WIDTH
33" D.L.O. 32 1/2" D.L.O. 32 1/2" D.L.O.
(GLS TYPES 1 & 2) (GLS TYPES 3, 4 & 5) (GLS TYPES 3, 4 & 5)
4 6 4
n n
II
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II 2 II II 3 ¢ m w
II II I II 2¢cr
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U U
5 e o 7 0 5 0 6" MAX. TYP.
SURFACE APPLIED HEAD/SILL
ALUM REINF, FALSE MUNTINS CORNERS
SEE SHEETS 5 & 7 OPTIONAL
FOR CAPACITY
TYPICAL TEST ELEVATION
THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
18 DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY `QUANEX'
13/16 INSULATED
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).
1BY 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.
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2"
NSTRUCTIONS FOR USING CAPACITY CHARTS:.
STEP
')
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 & 89 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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VENT WIDTH VENT WIDTH
GENERAL WINDOW SECTIONS GLAZING AT —_ _ _ _ �
2 1/4D,L 0, 2 1/4' FLANGE FRAME 2 1/2' D,L,0, 2 1/2' GLASS TYPES
4 & 5 = M 1 °°
w
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u._ _ p24,201 �x®
®� ' I �M OF drawing no.
®®���°°° ®�s®�°®®® 18-96D
®®®®®���sQ� e�a®®® sheet 2 of 16
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OEXTERIOR
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WIN
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WIDTH
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A
Optional Aluminum
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See Sheets 5 & 7
For Capacity
O
Optional
18 PSF
Waterbar
GLASS TYPES
1 & 2
GLASS TYPES
O
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I sheet 3 of 16 )
3,684 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER REMARKS �
3,684 — �
1 CGI-614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING w x 3 4 FH SMS into vent I
& 8 x 1 FH SMS into frame LMJ 2 CGI-684 2 ROLLER TRACK INSERT PVC Continous at frame sill rn
3 CGI-680 AS REQD. QUAD ROLLER NYLON CUSTOM CASTING ttac a to CGI-685 vent bottom clip N 00
w 1 6 x 1 2" FH SMS Co
� Ch
0 4 CGI-683 3 WATERBAR CLIP NYLON CUSTOM CASTING w/ (1) #10 x 3/4" FH SMS CIS
ti n Cu 5 CGI-612P 1/ INTRLK INTERLOCK SNUBBER PVC — Continous at interlock W 0 Q
080 1080 OPER 6 CGI-681 42 FXD VENT END CLIP NYLON CUSTOM CASTING Attached w/ vent assembly screws d 91
ix L7 CGI-685 2 OPERABLE VENT BOTTOM CLIP NYLON CUSTOM CASTING Attached w/ vent assembly screws W N ` M U
CGI-650 CGI-656 8 CGI-382V AS REQD, VINYL BULB PVC —
FLANGE FRAME HEAD EQUAL LEG FRAME HEAD 9 W2301NG AS REQD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB/SCHLEGEL ® F" u.
6063-T6 6063-T6 10 CGI-615C 1 EGRESS LOCK AND PULL ZINC CUSTOM CASTING w/ (2) #8 x 5/8" FH SMS U t
& s16c
11 CGI-682 1 SELF CLOSING LOCK ZINC CUSTOM CASTING w/ (2) #8 x 5/8" FH SMS 0 > m
12 HI—FLO 3 OR 4 WEEP HOLE COVER NYLON PEP x X o
0° 0 Q vq
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 Z 0 c0
nj N
M ,080 15 GE-2000 AS REQD. LOW MODULUS SEALANT SILICONE GENERAL ELECTRIC AT FRAME JOINTS W LL
y
LO 080 CY)N (U ni 16 CGI-686 AS READ. ACCESS HOLE COVER (w/DRAIN PROVISION) NYLON CUSTOM CASTING Minimum 1 of each Sill install. screw , OR M
0MQ J
17 — AS READ. WATERBAR SCREWS AT 25" O.C. MAX. S/S VARIES #6 X 1/4" PH SMS 0 IrTr C � �
18 — 2/ LITE SETTING BLOCK EPDM VARIES DUROMEfER 85±5 SHORE A
(o
ai 'O
3,684 I
�3.684 °0
CGI-657 lot
CGI-651 EQUAL LEG FRAME SILL 3
FLANGE FRAME SILL 6063-T6 3 0
6063-T6
z
F1.235� 1,831 >
0 0 0 230 O N
0 080 M N 080 MLn r E Cc —i o
L� CY)CDO
J O
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_ = U 0 r0
�Cc
—3,716� (-00
1022- CGI-654 < y) � 00
3.716 SCREEN ADAPTOR 0 Q ° I`
CGI-658 CGI-655 554 cv I 0 o v
CGI-652 6063-T5 V)
FLANGE FRAME JAMB EQUAL LEG FRAME JAMB REINFORCEMENT Uj 0 p o
6063-T6 6063-T6 6063-T6 N '?�- r p
�2.507 2.507 1,326
o —� 957 —I
�2,507� FON
CGI-630
075
o � 060 � 7/16" GLAZING BEAD - -
o�o 8 CD
°' 6063-T6
°
�
l— ^ �— CGI-653
o WATERBAR
L L g 6063-T5
L�L632— 1.632L1.632�
CGI-625 CGI-626 CGI-627 CGI-628
SQUARE LOCK STILE SQUARE FIXED INTERLOCK SQUARE OPERABLE INTERLOCK SQUARE TOP/BOTTOM RAIL 950—I in
6063-T6 6063-T6 6063-T6 6063-T6 —
C3 CD CGI-629 y o
m m IG GLAZING BEAD > o
�2,250 2,250� 1.326 6063-T6
—2,250 0 ®®1Ap99B8Bpg®®®
co ®® pD Q��CD °®®® 0), ®® I
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450� Diu x3°' £ t _ ci a
00
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1— L 0 I 00 Co CGI-609 ,t Govp 24Goo Go,2018' 7 h
I 1.562— °' 5/16" GLAZING BEAD` t 11� °10
�1.562� (�-1,562— I 6063-T5 � � i DDO a � ��cWiaa C ®� T TB OF ��® g
drawin no.
CGI-604 CGI-605 CGI-606 CGI-607 -j L.111 ®®�� Goo ��®fie®�'°°° C�j18-96D
OGEELOCK 6 TILE OGEE FIXED INTERLOCK OGEE OPERABLE T6 INTERLOCK OGEE T60680T OM RAIL ®®°��10Ne°���� ®®® (sheet 4 of 6
WINDOW DIMS.
INTERLOCKS WITHOUT REINFORCING
INTERLOCKS WITH REINFORCING
GLASS TYPE
I
GLASS TYPE
4
GLASS TYPES
2, 3& 5
GLASS TYPE
2
GLASS TYPE
3
GLASS TYPE
5
WIDTH
HEIGHT
WINDOW DIMS.
INTERLOCKS WITHOUT REINFORCING
INTERLOCKS WITH REINFORCING
GLASS TYPE
I
GLASS TYPE
4
GLASS TYPES
2, 3& 5
GLASS TYPE
2
GLASS TYPE
3
GLASS TYPE
5
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"
39-3/4"
55-1/2"
79-11/16
ill"
119-1/4"
759-3/8"
38-3/8"
120.0
750.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
120.0
750.0
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
750.0
120.0
7 31.8
120.0
144.7
120.0
150.0
120.0
150.0
120.0
150.0
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
720.0
120.0
120.0
120.0
120.0
26-1/2"
37"
53-1/8"
74"
79-1/2"
106-1/4"
39-3/4"
55-t /2"
79-71/16
ill"
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
150.0
120.0
139.0
120.0
139.0
120.0
t 50.0
120.0
150.0
120.0
150.0
120.0
t 50.0
107.2
707.2
107.2
107.2
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
85.0
85.0
85.0
85.0
t 00.0
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
t00.0
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/t6
ill"
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
120.0
150.0
120.0
150.0
120.0
7 50.0
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
170.4
120.0
720.0
26-1/2"
37"
53-1/8"
74"
39-3/4"
55-1/2"
79-11/76
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
t 07.5
103.9
103.9
107.5
107.5
26-1/2"
37"
53-1/8"
74"
39-3/4"
55-1 /2"
79-17/16
ill"
76"
115.7
115.7
115.7
115.7
120.0
750.0
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
7 20.0
150.0
120.0
150.0
63.9
63.9
63.9
63.9
95.8
95.8
120.0
120.0
120.0
120.0
120.0
120.0
50.0
50.0
50.0
50.0
75.0
75.0
100.0
100.0
98.8
98.8
100.0
100.0
3
1
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vi LO
\ `I
I
00
J �
3 n
0 0
3PIP
z
J % LIPP
0
� N
PERFORMANCE VALUES
EQUAL PANELS ? � L.
J °�
Y) LL. 00
L
M C) Q
WINDOW WIDTH NOTE: v1 o
GLASS CAPACITIES ON THIS SHEET ARE w O a "
BASED ON ASTM E1300-09 (3 SEC. GUSTS) tt� c
AND FLORIDA BUILDING COMMISSION vwi O
DECLARATORY STATEMENT DCA05-DEC-219
x
w
S
OAll values shown are Design PSF (Pounds per Square Foot)
0
z VALUES FOR EXTERIOR LOADS(+) SHOWN ARE
3 FOR SILL WITH WATERBAR ADAPTER
FOR WINDOWS WITHOUT WATERBAR ADAPTERCL
LIMIT EXTERIOR(+) LOADS TO 80.0 PSF
X 0 0 X mo
MAXIMUM VENT SIZE IS 18.7 SQ. FT.
AND MAXIMUM VENT HEIGHT IS 71 11/16"
®o1@tt89BpBB®® JA
®°® pD QH� ®®®® ooto POOP
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3
*REVERSED 9Z , t _ t ECPO
0�°° STATE OF ^ °�92 ® drawing no.
DO
X 0 X �v ®®®g� �Q�t®®®° sheet 5 of 16
r42
WINDOW WIDTH
c�
w
O
�
1
2
3
3
1/2
1/2
1/2
1/2
WINDOW
WIDTH
C9
1
2
1/3
1/3
2*
1/3
Z
3
c
0
C
v
rri
c
o
0
0
a�
o
WINDOW DIMS.
LL
aN
1/4" SHIM SPACE
3/8" SHIM SPACE
1/2" SHIM SPACE
ANCHORS
TYPE `A'
ANCHORS
TYPE 'B'
ANCHORS
TYPE `C'
ANCHORS
TYPE 'A'
ANCHORS
TYPE `B'
ANCHORS
TYPE `C'
ANCHORS
TYPE `A'
ANCHORS
TYPE `H'
ANCHORS
TYPE
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
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
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
8&0
150.0
150.0
73A
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"
810
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
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
64.5
129A
150.0
53.6
107.2
134.0
41.6
83.2
104.0
59.6
119A
148.9
49.5
99.0
123.7
38.4
76.8
96.0
55.3
110.6
138.3
45.9
91.9
114.9
35.7
71.3
89A
36"
42"
48"
54"
60"
66"
72"
78"
84"
54"
63"
72"
81 "
90"
99"
108"
117"
126"
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
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
10&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.E
64.5
129A
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
53.8
107.6
134.4
44.7
89.3
1113
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"
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
1123
141.1
43.8
87.6
109.5
61.1
122.3
150.0
50.8
101.6
126.9
39.4
78.8
98.5
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
WINDOW
WIDTH
_
2
c�
a.
3
0
0
z
3
1/2
1/2
ANCHORS TYPE 'A'
2 ANCHORS AT MTG, STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMff MAX. DESIGN LOADS To 55 PSF
WINDOW WIDTH
1/2
1/2
WINDOW WIDTH
--1-1 3
❑ -I
w
❑
w
z ~ \� X Q U F
wa z
w
9'
wwnnw wlnTu
1/3
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
1/2
1/2
jj.
1/3
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
TYP.
6' MAX,
3
p J
W
p
Pq
X ¢a F
�£ fLLz
W
w
0
4' 24' MAX,
WINDOW WIDTH
jj.
1/3
TYP.
1/3
3
p
J
UW
Z
Pq
W
Q
F-
°.
f
z
�
W
w
6' MAX,
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
t
ili1 �5?mm4ucic n
GY
i
CV��
t0
vi 'n
I
J �
LO
3 0
0
3
z o 0
o 'L
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U ro ro
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J
a L� 00
L C
o Q 0
r7 O r
N o : Rot
o
0 H
c
O
U
c
�
O
O
O
N
O
rn
0
I
N
oI
I
2
a
drawing no.
18-96D
sheet 6 of 16
WINDOW DIMS.
1/4" SHIM SPACE
3/8" SHIM SPACE
1/2" SHIM SPACE
ANCHORS
TYPE 'A'
ANCHORS
TYPE 'B'
ANCHORS
TYPE 'C'
ANCHORS
TYPE 'A'
ANCHORS
TYPE 'B'
ANCHORS
TYPE 'C'
ANCHORS
TYPE 'A'
ANCHORS
TYPE 'B'
ANCHORS
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"
39-3/4"
55-1/2"
79-11/16
38-3/8"
15040
150.0
150.0
150.O
150.0
150.0
150.0
150.O
150.0
150.O
150.0
150.0
150.0
150.O
150.0
126.6
150.O
150.0
1363
150.0
150.0
113.6
15060
150.0
88A
150.0
150.0
❑
x
c:
w
O
Z
WINDOW WIDTH
1/2
1/2
WINDOW WIDTH
9
E: >
a
1/3
1/3
1/3
O �
zz
Q¢
f�
Q
9'
ANCHORS TYPE 'A' L28' MAX,
2 ANCHORS AT MTG, STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
WINDOW WIDTH WINDOW WIDTH
1/2
1/2
1/3
1/3
1/3
u
ANCHORS TYPE 'B'
4 ANCHORS AT MTG, STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WINDOW WIDTH
/i yr
1/2 1/2
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
JAMB ANCHOR SPACING LIMIT MAX. DESIGN LOADS TO 150 PSF
20" MAX. FOR SHIMS UPTO 1 /4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2".
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' 24' MAX,
WINDOW WIDTH
1/3
2-1/2
TYP. 14'
'
t.
w
0
J
W
w
0
z
w
w
ti
t�
r
0
Z
W
w
ti
WINDOW WIDTH
/i yr
1/2 1/2
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
JAMB ANCHOR SPACING LIMIT MAX. DESIGN LOADS TO 150 PSF
20" MAX. FOR SHIMS UPTO 1 /4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2".
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' 24' MAX,
WINDOW WIDTH
1/3
2-1/2
TYP. 14'
'
t.
w
0
J
W
w
0
z
w
w
ti
t�
r
0
Z
W
w
ti
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
JAMB ANCHOR SPACING LIMIT MAX. DESIGN LOADS TO 150 PSF
20" MAX. FOR SHIMS UPTO 1 /4".
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2".
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' 24' MAX,
WINDOW WIDTH
1/3
2-1/2
TYP. 14'
'
t.
w
0
J
W
w
0
z
w
w
ti
t�
r
0
Z
W
w
ti
3
�
o
p
J
Z
W
�
U
6' MAX,
12' MAX,
C
O
U
N
N
c
�
O
p
N
q ®®®
® I
NO I I
jai€ 1 vamps tove.' the o
� Sep 24,2018:
°
l xy ®`�°
zJ1 I ®0 STATE OF �\ drawing no.
�a�a a�aa® Fheet6.1of16
WINDOW DIMS.
INTERLOCKS WITHOUT REINFORCING
INTERLOCKS WITH REINFORCING
GLASS TYPE
1
GLASS TYPE
4
GLASS TYPES
29 3& 5
GLASS TYPE
2
GLASS TYPE
3
GLASS TYPE
5
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
2 PANEL
3 PANEL
36"
42"
48"
54"
60"
66"
84"
96"
108"
48"
56"
64"
72"
80"
88"
96"
104"
112"
128"
144"
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
135.3
120.0
150.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
118.4
118.4
120.0
132.0
150.0
120.0
150.0
120.0
150.0
120.0
150.072"
104.5
104.5
116.6
116.6
E20,
150.0
120.0
150.0
120.0
150.0
120.0
150.078"
85.0
85.0
85.0
85.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
83.8
83.8
85.0
85.0
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
71.9
71.9
80.2
80.2
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
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"
42"
48"
54"
60"
66"
72"
78"
84"
48"
56"
64"
72"
80"
88"
96"
104"
112"
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
130.6
120.0
139.4
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
116.1
116.1
120.0
127.9
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
105.6
105.6
117.7
117.7
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
83.9
83.9
85.0
85.0
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
77.6
77.6
85.0
85.0
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
72.4
72.4
80.8
80.8
100.0
100.0
120.0
120.0
118.4
118.4
120.0
120.0
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"
42"
48"
54"
60"
66"
72"
78"
48"
56"
64"
72"
80"
88"
96"
104"
54,
120.0
134.3
120.0
134.3
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
111.5
111.5
119.7
119.7
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
97.5
97.5
108.7
108.7
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
80.1
80.1
85.0
85.0
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
74.7
74.7
83.3
83.3
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
70.0
70.0
78.1
78.1
100.0
100.0
120.0
120.0
114.5
114.5
120.0
120.0
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"
42"
48"
54"
60"
66"
48"
56"
64"
72"
80"
88"
60"
118.2
118.2
118.2
118.2
120.0
150.0
120.0
150.0
120.0
150.0
120.0
150.0
98.7
98.7
104.8
104.8
120.0
150.0
120.0
150.0
120.0
150.0
84.0
84.0
85.0
85.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
76.9
76.9
85.0
85.0
100.0
dOO120.0
120.0
120.0
120.0
120.0
120.0
120.0
70.5
70.5
78.6
78.6
100.0
120.0
120.0
120.0
120.0
120.0
120.0
66.4
66.4
74.1
74.1
100.0
120.0
120.0
110.6
110.6
120.0
120.0
36"
42"
48"
54"
60"
48"
56"
64"
72"
80"
66"
105.5
105.5
105.5
105.5
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
77.5
77.5
84.2
84.2
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
68.3
68.3
76.2
76.2
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
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"
42"
48"
54"
48"
56"
64"
72"
72„
95.3
95.3
95.3
95.3
120.0
143.0
120.0
150.0
120.0
150.0
120.0
150.0
80.1
80.1
84.0
84.0
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
69.4
69.4
75.6
75.6
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
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"
42"
48"
54"
48"
56"
64"
72"
76"
85.0
85.0
85.0
85.0
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
78.7
78.7
78.7
78.7
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
65.0
65.0
70.7
70.7
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
56.6
56.6
63.1
63.1
96.9
96.9
113.1
113.1
112.0
112.0
120.0
120.0
WINDOW DIMS.
INTERLOCKS WITHOUT REINFORCING
INTERLOCKS WITH REINFORCING
GLASS TYPE
1
GLASS TYPE
4
GLASS TYPES
2, 3& 5
GLASS TYPE
2
GLASS TYPE
3
GLASS TYPE
5
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
100.0
100.0
120.0
120.0
120.0
120.0
120.0
120.0
58.8
58.8
65.5
65.5
100.0
100.0
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
150.0
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
111.7
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
150.0
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
120.0
150.0
61.6
61.6
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
1200.
57.4
57.4
64.0
64.0
97.9
97.9
114.7
114.7
114.7
114.7
120.0
1200.
WIDTH
�NDOW
x
Z
1
2 3
3
1/3
2/3
X 0
WINDOW WIDTH
WINDOW WIDTH
\\.
\�..
2/3
1/3
a
1
2
/4
1/24
71/
x
0
E
l�1
1*
*REVERSED
PERFORMANCE VALUES
UNEQUAL PANELS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS) to
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"
c
0
U
a�
N
0
0
c
®®®® OD9 Bye �
® I
Amoco ®a I
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T
,i -g al��.f! the � a ../�, m Cj d A
p LS O ,C
c it k ra ,t r p;, �.� o `�Q oc
Se 2 4, 201 8 � 0 a N � ?
L2
1.=r°:,, ®��°°° SS�ATIE®F10
�9® drawing no.
®Q°°°#'4OR%DP°°��o�� 18-96D
®//1IBB911`®®® sheet 7 of 16
WINDOW DIMS.
1/4" SHIM SPACE
3/8" SHIM SPACE
1/2" SHIM SPACE
ANCHORS
TYPE 'A'
ANCHORS
TYPE `B'
ANCHORS
TYPE `C'
ANCHORS
TYPE `A'
ANCHORS
TYPE `B'
ANCHORS
TYPE `C'
ANCHORS
TYPE `A'
ANCHORS
TYPE `B°
ANCHORS
TYPE `C'
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
150.0
150.0
118.9
150.0
150.0
150.0
150.0
150.0
134.0
150.0
150.0
t 04.0
150.0
150.0
143.4
150.0
7 50.0
1 19.1
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
7 50.0
59.6
119.1
148.9
46.2
92.4
115.6
36"
42"
48"
g4"
60"
66"
72"
7g"
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
7 41.8
80.7
t 50.0
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"
7 04"
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
7 02.1
150.0
t 50.0
79.2
150.0
7 50.0
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
7 50.0
150.0
71.5
142.9
150.0
55.5
1 10.9
138.7
78.2
150.0
7 50.0
65.0
129.9
150.0
50.4
100.8
126.1
77.7
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
750.0
62.4
124.8
150.0
86.0
150.0
150.0
71.5
142.9
750.0
55.5
110.9
138.7
77.4
150.0
150.0
64.3
128.E
150.0
49.9
99.8
124.8
70.4
740.8
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
t 50.0
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"
46"
54"
48"
56"
64"
72"
72"
107.6
150.0
150.0
89.3
150.0
150.0
69.3
138.7
7 50.0
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"
48"
56"
64"
72"
76„
107.9
150.0
150.0
84.6
150.0
150.0
65.7
131.4
t50.0
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
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
WIDT�
�W
f-
2
c�
0
z
3
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
WIDTH
�DOW
0
0
0
z
3
1/3
2/3
TYP.
ANCHORS TYPE 'B'
4 ANCHORS AT MTG. STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
WIDTH
�NDOW
C9
0
0
z
3
1/3
2/3
ANCHOR CAPACITY
UNEQUAL PANELS
TYP.
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
1/4
14'
WINDOW WIDTH
28' MAX.
WINDOW WIDTH
WINDOW WIDTH
flsii'uG}�
JAMB ANCHOR SPACING
20" MAX. FOR SHIMS UPTO 1/4°'.
10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2"
1/4
6' MAX,
6' MAX.
W
❑
z
t�
r
�1
�Jr�� 7t1i592
p � �i>TFr7F
c
0
U
N
a�
c
o
O
o
a�
o
L
❑
0
I
N
pI
�
�
�
m
U
O
t
drawing no.
18-96D
sheet $ of � g
WINDOW DIMS.
1/4" SHIM SPACE
3/8" SHIM SPACE
1/2" SHIM SPACE
ANCHORS
TYPE 'A'
ANCHORS
TYPE 'B'
ANCHORS
TYPE 'C'
ANCHORS
TYPE 'A'
ANCHORS
TYPE 'B'
ANCHORS
TYPE 'C'
ANCHORS
TYPE 'A'
ANCHORS
TYPE 'B'
ANCHORS
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"
35-5/16"
49-5/16"
71"
38-3/B"
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
ALL VALUES SHOWN ARE DESIGN PSF
VALUES FOR EAT.(+) LOADS SHOWN ARE FOR
SILL WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
IT EXT.(+) LOADS TO 80.0 PSF
3
F
3
c
4
C
c
z
WINDOW WIDTH
b
1/4 1/2 1/4
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
ANCHORS TYPE 'A'
2 ANCHORS AT MTG. STILE ENDS
28" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 55 PSF
0
c
c
z
4
c
�I 28° MAX,
WINDOW WIDTH
1/4 1/2 1/4
6° MAX,
6° MAX,
❑z
z'
X
¢¢
xN
2'
TYP, 14' 24' MAX,
ANCHORS TYPE
4 ANCHORS AT MTG, STILE ENDS
24" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 100 PSF
�NDOW WIDTH WINDOW WIDTH
Pq
1/3
2/3
a
t,
w
w
�
p
J
W
UZ
X
Q
u
W
�
Q
�
�
PO
�-
p
f
N
Z
Q
�
W
w
2'
TYP, 14' 12' MAX.
ANCHORS TYPE 'C'
4 ANCHORS AT MTG. STILE ENDS
12" MAX. SPACING BETWEEN ANCHORS
LIMIT MAX. DESIGN LOADS TO 150 PSF
Q�
° 0a®®®®®N Go
JAMB ANCHOR SPACING 'CA
ANCHOR CAPACITY 20" MAX. FOR SHIMS UPTO 1/4®�92
UNEQUAL PANELS 10" MAX. FOR SHIMS GREATER THAN 1/4" TO 1/2
2422018'
u
b3 00 STATE OF �®
NO
®®®A® �ONQL
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drawing no.
sheet 8.1 of
FLANGE FRAME INSTALLATION TYPE
THRU 1 BY WOOD BUCK
BUCK BED IN SEALANT (TYP)
SEALANT (TYP)
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 11 FOR DESCRIPTION
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Optional Pre —Cast
FLANGE FRAME INSTALLATION TYPE '2'
THRU 2 BY WOOD BUCK
BUCK BED IN SEALANT (TYP)
SEALANT (TYP)
BUCK INSTALLATION
NOT PART OF
THIS SUBMITTAL
WOOD STRUCTURES,
CONCRETE OR MASONRY
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEEP 11 FOR DESCRIPTION
MIN
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- - J
2 3/4
NSTALLATION "
JBMITTAL
BUCK INSTALLATION
NOT PART OF
THIS SUBMITTAL
2 x 4 BEVELED PRESSURE TREATED
WOOD BUCK (TYP)
OPTIONAL
NON —BEVELED
WOOD BUCK
(DOTTED)
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drawing no.
18-96D
sheet 9 of 16
•; !; •, AkoUV
EQUAL LEG INSTALLATION TYPE ' 1'
THRU 1 OR 2 BY WOOD BUCK
NPICAL ANCHORS
�l ^ / FOR SPACING
11 FOR DESCRIPTION
1 BY WOOD BUCK
OR 2 BY WOOD BUCK
THIS SUBMITTAL
WOOD BUCKS NOT BY WINDOOR INC., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
EQUAL LEG INSTALLATION TYPE 12'
DIRECTLY INTO STRUCTURE OPENING
SEALANT (NP)
NPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 11 FOR DESCRIPTION
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AT��,�� E OF drawing •
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FLANGE FRAME INSTALLATION EQUAL LEG FRAME INSTALLATION
METAL STRUCTU
SEALANT (TYP)
WEEP HOLE
METAL STRUCTURES
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
�4" DIA. ULTRACON BY 'ELCO' (Fu=i77 KSI, Fy=155 KSI)
�4" DIA. HILTI KWIK—CON II (Fu=138 Ksl, 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)
�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)
TYPICAL ANCHORS
IR SPACING
METAL STRUCTURES
MIN. 3 THREAD
BEYON
SUBSTRAT
WEEP HOLE
METAL STRUCTURES
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1 " MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 2730 PSI MIN.
C-90 FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN.
d 3�w�
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TYPICAL ANCHORS
SEE ELEV. FOR SPACING
P�. A.HM.
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drawing no.
18-96D
sheet � 1 of 16
•IL . . . . '.,
#14
SMS
See
For
#14
SMS
See
For
MULLION AT FLANGE WINDOWS
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (6063-T6)
(unclipped at ends)
(Mull length = Wdw Height - 1
Flat Head
Sheet 1
Spacing
Sealant
(tYP)
MULLION AT FLANGE WINDOWS
MIN. 3 THREADS
ENGAGMENT
1" x 4" x 1/8" thk. Aluminum
Tube MUllion (6063-T6)
(unclipped at ends)
(Mull length = Wdw Height - 1 ")
Flat HE
Sheet
Spacing
Sea..._
(tYP)
MIN. 3 THREADS
ENGAGMENT
STANDARD INSTALLATION
MULTIPLE OPENING
(2 OR MORE WINDOWS)
w/ 1 SCREW ON EACH SIDE OF MULLION
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 W2
2
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"
76"
120.0
120.0
120.0
120.0
120.0
120.0
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
HIGH LOAD INSTALLATION
r. c
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.(-)
1 g"
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"
72"
150.0
120.0
120.0
ALL
SILL
VALUES SHOWN ARE DESIGN PSF
VALUES FOR EXT.(+) LOADS SHOWN ARE FOR
WITH WATERBAR ADAPTER.
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT LOADS TO 80.0 PSF
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drawing no.
18-96D
sheet 12 of 16
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
OF 2
CLUSTER
OF 4
CLUSTER
OF 6
CLUSTER
OF 2
CLUSTER
OF 4
CLUSTER
OF 6
CLUSTER
OF 2
CLUSTER
OF 4
CLUSTER
OF 6
24"
28"
30"
32"
36"
48"
52"
54"
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
1 110.9
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
119A
150.0
46.2
92.4
138.7
53.8
107.E
150.0
44.7
89.3
134.0
34.7
69.3
104.0
49.6
1 99.3
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
58A
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
107.6
150.0
44.7
89.3
134.0
34.7
1 69.3
104.0
24"
28"
30"
32"
36"
76"
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 A
122.3
150.0
50.8
101.6
150.0
39.4
78.8
1 18.2
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
32.8
65.7
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
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
OF 2
CLUSTER
OF 4
CLUSTER
OF 6
CLUSTER
OF 2
CLUSTER
OF 4
CLUSTER
OF 6
CLUSTER
OF 2
CLUSTER
OF 4
CLUSTER
OF 6
18"
26-1 /2'
37"
44"
56"
71 to
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
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
127A
150.0
150.0
98.6
150.0
150.0
103.9
150.0
150.0
ff 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
1 g"
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
1 g"
26-1/2'
37"
76"
101.9
150.0
150.0
84.6
150.0
150.0
65.7
131.4
150.0
69.2
138.4
150.0
57.5
115.0
150.0
44.6
89.2 1
133.8
49.6
99.1
148.7
41.2 1
82.3 1
123.5
32.0
63.9
95.9
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
TRIBUTARY WIDTH = W1 2 W2
CLUSTER OF 2. 4, OR 6 ANCHORS
(SEE CHARTS ABOVE). ALL OTHER
ANCHORS AS PER SHEET 10.
MULLION ANCHORS
ULLIONS
AT
HEAD
11
AS PER SHEETS 9 THRU 11
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drawing no.
18-96D
sheet 13 of 16
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"
144"
36"
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
148.0
150.0
150.0
150.0
11 1.0
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
95A
135.0
150.0
150.0
88.8
126.0
148.0
150.0
83.3
118A
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
76A
108.4
143.2
150.0
78.4
11 1.2
139.3
150.0
74.0
105.0
1 133.2
150.0
36"
48"
56"
60"
64"
72"
80"
84"
88"
96"
t08"
112
117"
126"
144"
54"
131.6
150.0
150.0
150.0
1 18.4
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
150.6
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
95A
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
8&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
94.5
118.4
150.0
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"
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
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
69A
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.E
150.0
36"
48"
56"
60"
64"
72"
80"
84"
88"
96"
108"
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
79.6
104.2
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
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES ALUMINUM BUCK
6063-T6
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
X
Q
N
S
N
\
n a
CONCRETE = 3000 PSI
BLOCK = 1924 PSI a,
a a'
U
EDGE DIST,
Q
O d
DIA. ULTRACON OR
DIA, KWIK-CON II
8" MIN. CONC. EMBED
4" MIN. BLOCK EMBED
AT 6" FROM ENDS AND
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
X
N
s
=
N
\
#14 SMS
FROM ENDS
AND 24" O.C. MAX.
1" MIN.
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES�USING ALUMINUM BUCK SYSTEM
OPTIONAL COVER
6063-T6
& I A
X
Q
�
N
\
2BY WOOD BUCK
OR WOOD STRUCTURES
CL
1/4" DIA. ULTRACON OR
1 /4" DIA. KWIK-CON II
MIN, EMBED
FROM ENDS AND
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY
E;J,S'�
N I i 0592
* -
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SS��NAL E�.,..
24,2018
E OF
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drawing no.
18-96D
sheet 14 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
15040
130.9
150.0
150.0
150.0
110,2
150.0
150,0
150,0
89 3
1263
150.0
150.0
96.8
137.3
150,0
150.0
15060
150.0
150,0
150.0
26-1 /2"
53-1 /8"
79-11/16"
106-1/4"
ill"
119-1 /4"
159-3/8"
50-5/8"
P924F91
150,0
150.0
150.0
150.0
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"
ill"
119-1/4"
63"
15060
150.0
150,0
150,0
110.1
150,0
150,0
15040
84,2
119.5
140.4
150.0
614
89,9
11747
150,0
6841
96.6
119.1
150,0
61.7
87.5
1153
150.0
26-1 /2"
53-1 /8"
79-11/16"
106-1/4"
ill"
72"
136,9
150,0
150,0
150,0
8893
12593
150.0
150.0
81.3
115,4
135.5
150.0
59'0
8347
10966
150,0
63.1
8946
110,5
15040
26-1 /2"
53-1 /8"
79-11/16"
106-1/4"
111"
76"
mods
128,2
150.0
150.0
150.0
81 A
115,1
146,1
150,0
73.8
104,7
13248
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,
ALUMINUM BUCK
6063-T6
a
REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
#14 SMS
AT 6" FROM ENDS
AND 24" O.C. MAX.
Q
a a
a
CONCRETE = 3000 PSI
BLOCK = 1924 PSI a
a 'a.
2 1/2" MIN.
EDGE DIST.
Q
N
\
a'
DIA. ULTRACON OR
1 /4" DIA. KWIK-CON II
8" MIN. CONC, EMBED
�1-1 /4" MIN, BLOCK EMBED
AT 6" FROM ENDS AND
16° OR 8" O.C. MAX,
SEE CHART FOR CAPACITY
Q
N
�
#14 SMS
FROM ENDS
AND 24" O.C. MAX.
1" MIN.
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDESfUSING ALUMINUM BUCK SYSTEM
845
�,065
903-J Iviami D
OPTIONAL COVER By <
6063-T6
Q
N
�
2BY WOOD BUCK
OR WOOD STRUCTURES
1 /4" DIA. ULTRACON OR
1/4" DIA. KWIK-CON II
MIN. EMBED
FROM ENDS AND
16" OR 8" O.C. MAX.
SEE CHART FOR CAPACITY -01
Is
Lo
N LO
LO
co
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J �
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3
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N
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U o r7 co
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L
qt
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1 1/
Qom. THIF_�F �,� • .ming no.
3leeleell96D
sTm a sma . a •
PERFORMANCE VALUES
OF ALUMINUM BUCK ANCHORS
AT MULLION JOINTS
EXT.(+) & INT.(-)
TRIBUTARY
WIDTH
WINDOW
HEIGHT
ANCHORS INTO
WOOD OR HOLLOW BLOCK
ANCHORS INTO CONCRETE
CLUSTER
OF 2
CLUSTER
OF 4
CLUSTER
OF 6
CLUSTER
OF 2
CLUSTER
OF 4
CLUSTER
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
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
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
31.2
62.3
93.5
44.2
88.4
132.6
PERFORMANCE VALUES
OF ALUMINUM BUCK ANCHORS
AT MULLION JOINTS
EXT.(+) & INT.(-)
TRIBUTARY
WIDTH
WINDOW
HEIGHT
ANCHORS INTO
WOOD OR HOLLOW BLOCK
ANCHORS INTO CONCRETE
CLUSTER
OF 2
CLUSTER
OF 4
CLUSTER
OF 6
CLUSTER
OF 2
CLUSTER
OF 4
CLUSTER
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
101.0
150.0
71.6
143.3
150.0
39.7
79.3
119.0
56.3
112.6
150.0
31.3
62.6
93.9
44.4
88.8
150.0
18"
26-1/2'
37"
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
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
16
NOTE: VALUES FROM CHARTS MAY
BE INTERPOLATED BETWEEN SIZES
®®®® �0 Q�a
4ENs�°°° O
CLUSTER OF 21 41 OR 6 ANCHORS
(SEE CHARTS ABOVE). ALL OTHER BUCK fto
ANCHORS AS PER SHEET 15. oo70592
Approved ,as ® 7
assei i o n p 24,2018' � ®
I i `
NOTE: ALUMINUM BUCKS ARE SUPPLIED WITH 4 w n°moo
%ATB ®P ° °��®
mi ad �°� east b k °°°
CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STANDARD. o® �S °°°;�Z0R010° D��
EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. By � /� ®G°I�
®®anAe Ina A\e®e
LO
vi
aO
LO
00
J
sf
3
0
0
0
3
c
0
U
a>
c
�
0
0
a�
o
0
N
o
O
y
�
to
�
V
drawing no.
18-96D
sheet 6 of 16