HomeMy WebLinkAboutNOA; Series 360 Aluminium Single Hung WindowFile Copy
eEVIc7�0zEWC bED FOR
MIAMI-DADE CODE COMPLIANCE NHAM-DADECOUNTY
ST. L I E �® N VDUCT CONTROL SECTION
?� �1 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESO —G `mil Miami, FL 33175
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
WinDoor, Inc.
104 Triple Diamond Blvd.
North Venice, FL 34275
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 "360" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. SH360LM-NOA, titled Series "360" Alum Single Hung
WDW. (L.M.I./S.M.I.), sheets 1 through 14 of 14, dated 01/10/20, prepared by manufacturer, signed and
sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration 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 revises # 20-0213.05 PLA consists of this page 1 and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
. NOA No. 20-0722.20
11 /05/2020 Expiration Date: May 05, 2025
Approval Date: November 05, 2020
Page 1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (See NOA #20-0722.13)
2. Drawing No. SH360LM-NOA, titled Series "360" Alum Single Hung WDW.
(L.M.I./S.M.I.), sheets 1 through 14 of 14, dated 01/10/20, prepared by the
manufacturer, signed and sealed by Lynn Miller, P.E.
B. TESTS (See NOA #20-0722.13)
C. CALCULATIONS (See NOA #20-0722.13)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS (See NOA #20-0722.13)
F. STATEMENTS (See NOA #20-0722.13)
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.
(Submitted under NOA #18-1001.19)
2. Notice of Acceptance No. 20-0213.05, issued to WinDoor, Inc. for their Series "360"
Aluminum Single Hung Window — L.M.I., approved on 03/05/2020 and expiring on
05/05/2025.
3. Notice of Acceptance No. 20-0722.13, issued to CGI Windows and Doors, Inc. for
their Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/08/2020
and expiring on 05/05/2020.
G�
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0722.20
Expiration Date: May 05, 2025
Approval Date: November 05, 2020
E-1
1/2" (typ. flange)
FRAME AND VENT DETAILS FOR GLASS TYPES 1 & 2.
SEE SHEETS 5 & 7 FOR CAPACITIES.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
qgT g io Installation Screws
609 4 (Refer to sheets
O 1 19 18 Q (�) O ::•' M) spac g&information)
(OpOonal)
H
q scE sE+ff1s e n e roR rocs oPno
FtEtEi3]j] (Optional)
t1l /
Standard 12 Psf Sill
� I Daylight
3 9/16" Opng.
NS Window Width
INSTRUCTIONS FOR USING CAPACITY CHARTS:
SMP 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.
STEP 3 DETERMINE THE ANCHOR CAPACITY FROM SHEET 11
FOR SINGLE OPENINGS, APPLICABLE TO ANCHORS TYPE
A B OR C SHOWN ON SHEETS 9 AND 10.
STEP 4 IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK
IF
CAPACITY FROM SHEET 13.
STEP 5 FOR UNCUPPED MULLED WINDOWS DETERMINE
MULLION/MULUON ANCHORS CAPACITY FOR 1K4 TUBE
MULLION FROM CHARTS ON SHEET 12.
STEP 6 IF ALUMINUM BUCKS ARE USED DETERMINE BUCK
ANCHORING REQUIREMENTS FROM CHARTS ON SHEET 14.
(Optiona0
THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION
AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN
PRESSURES OBTAINED FROM STEP 1.
(Re—d)
B &O7
611
(OpOonal)
Optional 15 PSF Water Bar Adaptors
Can not be used with lock type
Daylight I
\�''%
Opng. 3 9/16"
Window Width
io
r
rn
x
0
� o
3
AddL Anchor
At Mtg. Stile Ends
Reqd. For Higher Loads
(if Applicable)
See Chart On Sheet 11 I ,Ig
For Capacity
0
OE
I SINGLE HUNG WIN...
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI—DADE COUNTY
APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS
IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDTTION)/2020 (7TH 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 MANUrS 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—METALUC 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 2017/2020 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 ITY BUILDING OFFICIAL
Window Width
6" r\ -1 6'
max. ma,
0
I� II
Surface A plied
Muntin�((option I)
Ai
Typical Elevation
PRODUCT REVISED
an complying with the Florida
Bugding God"
NOMto. 20-0722,20
Expiration onto 05105/2025
a.
A) UPDATED TO FBC 2020.
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Standard 12 Psf Sill
O
Opmabla Sash Balow
e x t e r i o r
IR
Glazing at Insulated Laminated
Optional 15 PSF Water Bar Adaptor
Can not be used with lock type
FRAME AND VENT DETAILS FOR GLASS TYPES 3, 3A, 4 AND 4A.
OSEE SHEETS 6 & 8 FOR CAPACITIES.
J OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE
GLASS TYPES.
Addl. Anchor
At Mtg. Stile Ends
Reqd. For Higher Loads
(if Applicable)
See Chart On Sheet 11
For Capacity
Installation Screws
(Refer to sheets
9, 10 & 11 for
spacing information)
Typical Elevation
PRODUCT REVISED
as complying with the Florida
Building Code
MOA-No. 20-0722.20
Expiration Data 05/05/2025
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A LYNN MILLER, M
REMMS
Bill of Materials
ITEM
PART #
QUANTITY
DESCREPTION
MATERIAL
MANF./SUPPLIER
REMARKS
1
W23201NG
AS READ.
WOOL PILE WITH CENTER SOFT FIN (GRAY)
PILE
ULTRAFAB/SCHLEGEL
2
CGI-612P
AS READ.
PLASTIC BUMPER GUIDE
PVC
PROTOTYPE PLASTIC EXTRUSIONS
CONTINUOUS AT INTERLOCK
3
#146-4
2
WEEP HOLE COVER
NYLON
BUILDERS PLASTIC COMPANY
4
N/A
AS READ.
GLAZING
GLASS
VARIES
5
N/A
1
COMPLETE SCREEN
ALUM/MESH
6
CGI-615C
& 616C
1 OR 2
COMBINATION EGRESS LOCK AND LIFT/PULL
ATTACHED W/(2) #8 X 5/8" FH SMS
ZINC
CUSTOM CASTING
1 0 WOWS. 28" WIDE & SMALLER
2 0 WDWS. OVER 28" WIDE
7
A30700 &
C30705
1 OR 2
OPTIONAL SWEEP LOCK & KEEPER (replaces
item 6) ATTACHED W/(4) #6 X 5/8" FH SMS
ZINC
TRUTH HARDWARE OR EQUIV.
1 0 WDWS. 28" WIDE & SMALLER
2 ® WDWS. OVER 28" WIDE
8
18-11—XX-100
1 OR 2
LIFT/PULL
ZINC
TRUTH HARDWARE OF EQUIV.
1 0 WDWS. 28" WIDE & SMALLER
2 0 WDWS. OVER 28" WIDE
9
CGI-614C
2
TIE DOWN BLOCK
ZINC
CUSTOM CASTING
10
VARIES
2
BALANCES (B&T OR SPIRAL)
VARIES
VARIES
BOTH BALANCES CAN BE USED
11
CGI-617P
2
BALANCE COVER
PVC
PROTOTYPE PLASTIC EXTRUSIONS
LOCATED AT TOP HALF OF EACH JAMB
12
CGI-618P
2
VENT STOP
PVC
PROTOTYPE PLASTIC EXTRUSIONS
LOCATED AT TOP OF JAMBS
14
CGI-613P
2
FIXED VENT SHIM
PVC
PROTOTYPE PLASTIC EXTRUSIONS
LOCATED AT TOP OF FIXED VENT
15
CGI-619P
2
TOP GUIDE AT OPERABLE VENT
NYLON
CUSTOM CASTING
16
CGI-622N
2
BOTTOM GUIDE/CLIP AT OPERABLE VENT
NYLON
CUSTOM CASTING
17
CGI-620C
& 621
2
CARRIER SYSTEM
ZINC
CUSTOM CASTING
OPTIONAL — BALANCE ATTACHES TO IT
18
N/A
16
VENT ASSEMBLY SCREWS
S/S
I VARIES
#10 X 1 1/4" PH SMS (2 PER CORNER)
19
N/A
12
FRAME ASSEMBLY SCREWS
S/S
VARIES
#10 X 1 1/4" PH SMS (2 PER CORNER)
20
CGI-382V
AS READ.
VINYL BULB
PVC
PROTOTYPE PLASTIC EXTRUSIONS
21
VARIES
AS READ.
STUCTURAL SILICONE
SILICONE
3 SILICONES
GE-1200, GE-2000, & DOW 995
22
CGI-632
1 OR 2
COMBINATION EGRESS WB LOCK & LIFT/PULL
ATTACHED W/(2) #8 X 5/8" FH SMS
ZINC
CUSTOM CASTING
(FOR USE WITH WATERBAR)
1 0 WDWS. 28" WIDE & SMALLER
2 0 WDWS. OVER 28" WIDE
23
—
2/ LITE
SETTING BLOCKS JEPDM
I
—
DUROMETER 85±5 SHORE A
PRODUCT REVISED
as comp iving with the Florida
BuUding O e
NOA-No. 20-0722.20
Expiration Data 05/05/2025
By
Mlam Dade Pro not Control
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P.EA 58705
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600-Frame Heod 601-Frame Sill 602-Frame Jamb
fi063-T6 6063-T6 6063-T6
1.326I-1.701 VENT SHAPES FnR GLASS TYPES 1 &
�y ci T 1.520,
b N N
_ .085 emi, .OBO N .080
19 N
L N I N .090 BIB
1.701•---� � I a .77'�-r o
.832-I
604-Horiz. Rail 605-Fixed Intick. 606-Moving Intick 607-Side Rail 609-Glzg. Bead
6063-T6 6063-T6 6063-T6
1.326^7—2.126 VENT SHAPES FOR GLASS TYPES 3 3A 4 & 4A
I.326�1
I .OBB
.07
1.632 .oes 1.777�
2. 07 2.040 .10
2.507 .08 ' '^.25� to
1.632 3.134 1.326 .062.940 �-0L9.070 - .902-i II L
.950-I �.957A
1.701 1.656
629-Glzg. Bead 630-Glzg. Bead
625-Horiz. Rail 626-Fixed Intick. 627-Moving Intick 528-Side Rail 6063-TB 6063-TB
6063-T6 8083-TB 6063-T6 For Glass Types 4 & 4A For Glass Types 3 & 3A
.135 .3P1.0075
94
3.155
3 .375T�
611-Waterbar 631-Waterbor
6063-T5 6063-T5
PRODUCT REVISED
as comPI92 with the Florida
:UBuIldin8 e
CA-Mo. 20-0722.20
Expiration Date 05/05/2025
By 0/
A) NO CHANGES THIS SHEET.
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A LYNN MilER. P.E.
RES 68705
m
1/8" Ann. Glass
.090" Intedayer
SentryGlas
By 'Kummy America, Inc.'
.075' Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
.100" Intedayer
Saflex HP Clear or Color Glass
By 'Eastman Chemical Co.'
1/8' Ann. Glass
GEcne
-1200
GE-2000
DOW-791
DOW-983
DOW-995
23 At 1/4 Points On Lites
Wider Than 36'
Glass Type "1"
5/16" Nominal Glass
Annealed/Annealed
1/8" HS Glass
.090' Intedayer
SentryGlos
By 'Kumray America, Inc.'
075' Interloyer
Saflex CP With PET Core
By 'Eastman Chemical Co:
.100' Intedayer
Sofiex HP Gear or Color Glass
By 'Eastman Chemical Co:
1/8" HS Glass
Silicone
GE-1200
GE-2000
DOW-791
DOW-983
DOW-995
23 At 1/4 Points On Lit"
Wider Than 38'
Glass Type "2"
5/16' Nominal Gloss
HS/HS
EQUAL LITES WINDOWS
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
WINDOW DINS.
GLASS TYPE '1'
GLASS TYPE '2'
WINDOW DINS.
GLASS TYPE 'I'
GLASS TYPE '2'
WIDTH
HEIGHT
EKr.(+)
mg-)
EKT.(+)
1NL(-)
WIDTH
HEIGHT
EXT.(+)
1M.(-)
EXT.(+)
1NT.(-)
24-
.W.
32'
36"
42-
48'
54'
�•
100.0
210.0
100.0
210.0
24'
30"
1 32-
3'.
42-
48'
5'r
96"
1
100.0
161.9
100.0
210.0
100.0
210.0
100.0
210.0
100.0
118.8
100.0
120.0
100.0
210.0
100.0
210.0
10D.0
111.9
100.0
120.0
100.0
180.0
100.0
210.0
100.0
101.5
1DO.0
120.0
100.0
144.0
100.0
210.0
85.4
85.4
100.0
120.0
100.0
120.0
100.0
200.0
76.2
76.2
100.0
120.0
00.
10
102.9
1 00.0
171.4
68.9
68.9
1 100.0
1 120.0
24"
30'
3Y
36'
1.
48'
60"
100.0
210.0
1G0.0
210.0
24'
30"
32'
36'
1.
48'
108'
1
100.0
142.4
100.0
210.0
100.0
199.7
100.0
210.0
100.0
102.2
100.0
120.0
100.0
190.3
100.0
210.0
94.9
94.9
100.0
120.0
100.0
164.3
100.0
210.0
85.9
85.9
100.0
120.0
100.0
128.0
100.0
210.0
75.3
75.3
100.0
120.0
100.0
104.7
100.0
120.0
68.6
68.6
100.0
126.0
54'
85.6
88.5
100.0
120.0
24'
W.
32-
36'
42-
12V
100.0
120.0
100.0
120.0
2V
1.
32"
36'
72"
100.0
201.1
100.0
210.0
90.7
90.7
100.0
120.0
100.0
162.1
100.0
210.0
83.6
83.8
100.tl
120.0
100.0
167.6
100.0
210.0
75.9
75.9
1tl0.0
120.0
100.0
150.7
100.0
210.0
66.4
66.4
100.0
120.0
42-
48'
54'
100.0
1GO.0
120.0
96.0
100.0
120.0
80.0
100.0
120.0
24-
30'
32'
36'
42-
48'
54' 1
100.0
100.0
210.0
100.0
d120.0
10D.0
210.0
100.0
100.0
210.0
100.0
100.0
120.0
100.0
100.0 1
120.0
85.6
85.6
100.0
120.0
74.8
74.8
1GO.0
120.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
Supplemental Test Results for:
Air Infiltration - Water Leakage Resistance - Forced Entry
Test Type and Method
Results
Air Infiltration Test (ASTM-E283)
0 1.57 psf pressure differential
PASSED ( .044 C.F. / Min / Sq Ft )
0 6.24 psf pressure differential
PASSED ( .076 C.F. / Min / Sq Ft )
Water Leakage Test (ASTM-E331)
No leakage allowed
without waterbar adaptor
PASSED 0 12.0 PSF
with waterbar adaptor
PASSED 0 15.0 PSF
Forced Entry Resistance test
PASSED
(ASTM F588 & Grade 10)
EQUAL UVMS WINDOWS
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPE 'I'
GLASS TYPE '2'
WIDTH
HEIGHT
EXr.(+)
1NT.(-)
EXr.(+)
1NT.(-)
19-1/8-
26-1/2'
37'
53-1/8-
26-
100.0
210.0
100.0
210.0
100.0
210.0
100.0
210.0
100.0
210.0
100.0
210.0
1GO.0
171.1
100.0
210.0
19-1/8"
26-1/2'
37"
53-1/8'
38-3/8-
100.0
210.0
100.0
210.0
100.0
210.0
100.0
210.0
100.0
197.2
10D.0
210.0
1 100.0
124.1
100.0
206.9
19-1/0"
26-1/2'
37'
53-1/8-
50-5/8.
100.0
210.0
100.0
210.0
100.D
210.0
1 100.0
210.0
100.0
168.3
100.0
210.0
100.0
101.2
100.0
188.7
19-1/8"
26-1/2'
37'
53-1/8
63'
100.tl
210.0
100.0
210.0
1...a
207.5
100.0
210.0
100.0
154.9
100.0
210.0
88.1
8&1
1 100.0
120.0
19-1/8'
26-1/2'
37"
53-1/8-
7.
1 ,0.0
210.0
100.0
210.0
100.0
181.5
100.0
210.0
100.0
146.8
100.0
210.0
82.0
82.0
100.0
120.0
19-1/8-
26-1/2'
37'
53-1/8'
76"
100.0
210.0
100.0
210.0
100.0
171.4
100.0
210.0
100.0
136.6
100.0
210.0
80.0
80.0
100.0
120.0
Equal Lite Window
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
imrr EXTERIOR(+) LOADS TO 80.0 PSF
PRODUCT REVISED
as eomplldn9 with the Florida
BuBding U de
NOIHNo. 20-0722.20
EvIratlon Onto 05105/2025
By 0
Mlemi-Dade Product Control
A) ADDED BACKBEDDING.
2 AK-0M9120
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No. 587D5 .•
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A LYNN ROLLER, P.E.
P&058705
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
ji EQUAL LITES WINDOWS
DESIGN TOAD CAPACITY — PSF
WINDOW DINt
WIDTH HEIGH
24'
30'
32'
36"
42•
48'
24'
30'
32'
36"
42"
4B'
Se
24'
W.
32'
36'
42"
ae•
60"
72"
24'
30'
32"
3V 84"
42'
1.
54"
24'
30"
32"
36" 96"
42'
48"
54"
24'
30•
32' 108"
38'
42'
24'
30"
32'
36"
42'
120'
3/16" HS
Glass Tvoe "3"
1/8" HS
3/8" Air Space
1/8' H.S. GLASS
OR
1/8' TEMP. GLASS
XL EDGE SPACER
ST. STEEL 13Y 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
'ER SPACER BY 'QUANEX'
Glass Type "4"
SentryGlos
By 'Kuraray America, Inc.'
.075" Interlayer
Saflex CP With PEr Care
By 'Eastman Chemical Co.'
.100' Interloyer
Saflex HP Clear or Color Glass
By 'Eastman Chemical Co.'
3/16" HS
At 1/4 Points On Utes
Wider Than 36'
.090" Intedayer
SentryGlas
By 'Kumray America, Inc.'
075' Interloyer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
100" Interloyer
Saflex HP Clear or Color Glass
By 'Eastman Chemical Co.'
% 8" HS
,&.* Silicone
GE-1200
GE-2000
DOW-791
DOW-983
DOW-995
At 1/4 Points All Sizes
.090• Interlayer
SentryGloe
By 'Kuraroy America, Inc.'
075' Intarloyer
3/16" ANN-,Saflex CP With PET Cara
By 'Eastman Chemical Co.'
.100' Interlayer
Saflex HP Clear or Color Glass
By 'Eastman Chemical Co.'
3/16" ANN
Glass Tvoe "3A"
1/8" ANN
3/8" Air Space
1/8' ANN. GLASS
OR
1/8' TEMP. CLASS �,
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEW
Glass Type "4A"
23 At 1/4 Points On Lltes
Wider Than 36'
090" Interlayer
SentryGlas
By 'Kumray America, Inc.'
075' Interloyer
Saflex CP With PET Coro
By 'Eastman Chemical Co.'
100' Interlayer
Saflex HP Clear or Color Glass
By 'Eastman Chemical Co.'
�:1/8" ANN
Silicone
GE-1200
GE-2000
DOW-791
DOW-983
DDW-995
3 At 1/4 Points All Sizes
NOTE:
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
THE EXTERIOR PANE FOR GLASS TYPES "4'
AND '4A" MUST BE TEMPERED.
(INSTALLATIONS ABOVE 30 FT. OF GRADE)
W1�
x
Q L
o
� Or
Q
�
O L
W
Equal Lite Window
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
PRODUCT REVISED
as uOding Codwm 1=9 with the Florida
e
:.Zmo. 20-0722.20
IFxplratlon Data 05^10512025
RV Cad
A) ADDED BACKBEDDING.
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Cam'. SATE F (7:
SS'J1JAL
A LYNN MILLER, P.E
P.F 0 W705
1/8" Ann.
By 'Kumray America, Inc.'
.075' Interayer
Saflex CP With PEr Core
By 'Eastman Chemical Co."
.100' Intedayer
Saflex HP Clear or Color Glass
By 'Eastman Chemical Co.'
1/8" Ann. Glass m
in m
N y Silicone LV m
\ o GE-1200 \ GE-2000 .2
DOW-791
DOW-983
DOW-995
23 At 1/4 Points On Dtes
Wider Than 36"
Glass Type "1"
5/16" Nominal Glass
Annealed/Anhealed
UNEQUAL LITES WINDOWS (ORIEL)
DESIGN LOAD CAPACITY - PSF
WM0II DIMS.
WIDTH HEIGHT
TOP VENT
HEIGHT
GLM TYPE '1'
DM(+) 1W.(-)
GUSB TYPE
EKr.(+) 1NT.(-)
24'
W.
32"
36"
42'
48'
54"
(96" )
48-
100.0
161.9
1 100.0
210.0
100.0
118.8
100.0
120.0
100.0
111.9
100.0
120.0
100.0
101.5
100.0
120.0
85.4
85.4
100.0
120.0
76.2
762
100.0
120.0
1 68.9
68.9
100.0
120.0
24"
30"
32"
36"
42'
48'
108"
(MAX.)
54'
100.0
142.4
100.0
210.0
100.0
102.2
"1 D0.0
120.D
94.9
94.9
100.0
120.0
g�r.g
85.9
100.0
120.0
75.3
100.0
120.0
fi8.5
68.6
1OD.0
120.0
24"
30'
32-
36'
42'
120'
(MAX.)
1
60"
100.0
120.0
100.0
120.0
90.7
90.7
100.0
120.0
83.6
83.6
100.0
120.0
75.9
75.9
IOD.0
120.0
66.4
66.4
100.0
120.0
24-
30"
32'
36"
120'
(.)
66"
1001 .0
120.0
100.0
120.0
8.7
81.7
100.0
120.0
77 .7
77.7
10D.0
120.0
67.4
67.4 1
100.0
120.0
]36*
120"
(MAX.)
72-
100.0
113.6
100.0
120.0
77.1
77.1
100.0
120.0
70.1
70.1
100.0
120.0
60.3
60.3
100.0
120.0
120'
(•)
78"71.2
100'0120.0
1D0.0
120.0
71.2
100.0
120.0
63.8
63.8
100.0
120.0
24
30"
120'
84"
100.0
120.0
100.0
120.0
66.6
66.6
100.0
120.0
1/8" HS Glass
090' Interayer
SentryGlas
By 'Kumray America, Inc.'
.075" Intedayer
- Saflex CP With PET Core
By 'Eastman Chemical Co.'
.100' Intedayer
• Safex HP Clear or Color Glass
By 'Eastman Chemical Co.'
-1/8" HS Glass
9 DOW-791
DOW-983
DOW-995
At 1/4 Points On Utes
Wider Than 36"
Glass Type "2"
5/16" Nominal Glass
HS/HS
All values shown are Design PSF (Pounds per Square Foot)
UNEQUAL LITES WINDOWS (ORIEL)
DESIGN LOAD CAPACITY - PSF
MII]ND01► DIMS.
WIDTH HEIGHT
TOP
HEIGHT
GLOS TYPE '1'
EIR.(+) mg-)
GIASS TYPE '2'
EXT.(+) 1NT.(-)
19-1/8•
26-1/2'
37"
53-1/8"
96"
(_)
48.
100.0
210.0
100.0
210.0
100.0
138.5
100.0
210.0
99.3
99.3
100.0
120.0
69.8
69.8
10D.o
120.0
19-1/8•
26-1/2"
37"
10B'
(MAX.)
S4'
100.0
210.0
100.0
210.0
100.0
120.0
100.0
120.0
03.6
83.6
100.0
120.0
19-1/8"
26-1/2'
37-
120"
(MAX.)
60"
100.0
210.0
100.0
210.0
100.0
108.6
100.0
120A
73.7
73.7
100.0
120.0
19-1/8'
26-1/2"
37'
120'
(MAX.)
66"
100.0
210.0
10D.0
210.0
99.5
99.5
100.0
120.0
65.7
65.7
100.0
120.0
19-1/8'
26-1/2'
120•
(MAX.)
72"
100.0
210.0
100.0
210.0
93.9
93.9
100.0
120.0
19-1/B'
28-1/2-
120•
(MAX.)
78'
100.0
120.0
100.0
120.0
88.0
88.0
1oo.o
120.0
-1/8
26-1/2'
120- 120-
(MAX.)
�•
100.0
120.0
100.0
120.0
79.8
79.8
100.0
120.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
Supplemental Test Results for:
Air Infiltration - Water Leakage Resistance - Forced Entry
Test Type and Method
Results
Air Infiltration Test (ASTM-E283)
0 1.57 psf pressure differential
PASSED ( .044 C.F. / Min / Sq Ft )
0 6.24 psi pressure differential
PASSED ( .076 C.F. / Min / Sq Ft )
Water Leakage Test (ASTM-E331)
No leakage allowed
without waterbor adaptor
PASSED 0 12.0 PSF
with waterbar adaptor
PASSED 0 15.0 PSF
Forced Entry Resistance test
PASSED
(ASTM F588 & Grade 10)
VALUES FOR EXTERIOR LOADS(+) SHOWN ARE
FOR SILL WITH WATERBAR ADAPTER
FOR WINDOWS WITHOUT WATERBAR ADAPTER
LIMIT EXTERIOR(+) LOADS TO 80.0 PSF
dth
W11 I
_an Top Vent
5
t
0
N
This Lite must be Q
Equal to or smaller
than the Top Lite
Unequal Lite Window
PRODUCT REVISED
as "'Inp ng with the Florida
0uHdInB Coda
NOA-No. 20-0722.20
Expiration Date/�05/`O-^512025
Dv vo
A) ADDED BACKBEDDING.
e AK - 06I2920
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SS/O ...... •��G
NAL `
��1III III\7
A LYNN MILLER. P.E.
P.E.S WM
NOTE'
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E13OD-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
UNEQUAL LITES WINDOWS (ORIEL)
DESIGN LOAD CAPACITY - PSF
WINDOW
DILLS.
TOP VENT
HEIGHT
GLASS TYPE '8'
IXT.(+) 1Ni.(-)
GLASS TYPE '8A'
D(T.(+) 1NT.(-)
GLA39 TYPE '4'
EXr 1NT.(-)
TYPE '4A'
EXr TNT.(-)
WIDTH
HEIGHT
24"
W.
32•
36
1.
48"
54'
6)
48'
1
100.0
210.0
100.0
210.0
100.0
210.0
100.0
154.0
100.0
120,0
100.0
120.0
100.0
120.0
100.0
114.o
100.0
120.0
1OD.o
120.0
100.0
120.0
100.0
114,0
100.0
120.0
100.0
120.0
100.0
120.0
99.9
99.9
100.0
120.0
100.0
120.0
100.0
120.0
88.8
68.8
100.0
120.0
100.0
1 120.0
100.0
1 120.0
82.3
82,3
100.0
120.0
100.0
1 112.6
100.0
120.0
73.7
73.7
24"
30"
32'
36'
42'
0.
10B'
(MAX.))
54'
100.0
210.0
100.0
210.0
100.0
210.0
100.0
138.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
101.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
101.0
100.0
120.0
100.0
120.0
100.0
120.0
87.4
87.4
100.0
120.0
100.0
120.0
100.0
120.0
78.2
78.2
100.0
120.0
100.0
112.2
100.0
120.0
71.5
71.5
24"
30'
32"
36'
42"
120"
(MAX.)
so'
100.0
120.0
100.0
120.0
100.0
120.0
100.0
127.0
100,0
120.0
100.0
120.0
100.0
120.0
93.4
93.4
1 100.0
120.0
100.0
1 120.0
10D.0
120.0
1 93.4
93.4
100.0
120,0
100.0
120.0
100.0
120.0
79.0
79.0
100.0
120.0
100.0
114.1
100.0
120,0
69.1
69.1
24"
30"
32"
36"
120'
(Mo.)
1.
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
837
83.7
100.0
120.0
100.0
120.0
100.0
120.0
83.7
83.7
100.0
120.0
100.0
120.0
100.0
120.0
70.0
70.0
24'
30'
32"
36'
120'
(�•)
72"
100.0
120.0
100.0
120.0
.100.0
120.0
100.0
117.0
100.0
120.0
100.0
120.0
100.0
120.0
76.2
76.2
100.0
120.0
100.0
120.0
100.0
120.0
76.2
76.2
100.0
120.0
100.0
120.0
100.0
115.2
61.9
61.9
24'
30'
32'
12W
(MAX.)
78'
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
72.2
72.2
100.0
120,0
100.0
120.0
100.0
120.0
72.2
72.2
24'
30'
120'
(MAX.)
B4"
100.0
120.0
100.0
120.0
100.0
120.0
100.0
118.0
100.0
120.0
100.0
120.0
100.0
120.0
68.9
68.9
09D' Interlayer
.090' InterlayerSentryGlas
By 'Kuraray Americo, Inc.'
SentryGlas
By Kumroy America, Inc.'
3/16" HS
felCriWth PEr Core
S*By
3/16" AN
So(ex CP with PET core
n Chemical Co.'
By 'Eastman Chemical Co.'
yer
lear or Color Glass
yer
ear or Color Glass
Chemical Co.'/16"
Chemical Co.'
HS
3/16" ANN
SiliconeSilicone
GE-1200GE-1200
*,At
GE-2001GE-2000
DOW-791DOW-791
DOW-983DOW-983
DOW-995DOW-995
Glass Type 3
Points on LRea
Wider Than 36"
Glass Type3A
On uses
Wierointe
Wider Than 36'
1/8" HS
O9tr Interlayer
"SGlrlayer
1/*MrCas
Sy Tunas
By 'Kararay America, Inc.'
'Kuromy America, Inc.'
3 8" Air Space
/ p
075' Interlayer
3/8" Air S75"
Interlayer
1/8' H.S. GLASS
OR
Saflex CP With PET Core
By 'Eastman Chemical Co.'
1/8' ANN. GLASS
flex CP With PET Coro
'Eastman Chemical Co.'
1/8' TEMP. GLASS
100' Interlayer
OR
1/8" TEMP. GLASS0"
Interloyer
Saflex HP Clear or Color Glassflex
HP Clear or Color Glass
BY 'Eastman Chemical Co.'
'Eastman Chemical Co.'
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'yr5T.
1/8" HS
XL EDGE SPACE1/8'
ANN
Silicone
STEEL BY 'CARDINALOR
Silicone
DURASEAL BY 'QVANIX'
OR
GE-1200
GE-2000
OR
DURASEAL BY 'QUANIXGE-1200
GE-2000
,UPER SPACER BY 'QUANIX'
DOW-791 ORDOW-791
DOW-983 SUPER SPACER BY 'QUANEXDOW-983
Glass Type "4
23 DOW-995
At 1/4 Points All Sizes
Glass Type 4A
DOW-995
1/4 Points All Sizes
UNEQUAL IaTES WINDOWS (ORIEL)
DESIGN LOAD CAPACYIR - PSF
WIND011
WIDTH
DINS.
HEIGHT
TOP
I HEIGHT
GLASS TYPE .3'
EXr.(+) 1NL(-)
LASS TYPE '3A'
EXT.(+) 1NT.(-)
GLASS TYPE V
IXr.(+) TNT.(-)
S TYPE "W
ExT.(+) 1NT.(-)
19-1/8'
26-1/2'
37'
53-1/8'
96"
( •)
48"
100.0
210.0
100.0
210.0
100.0
210.0
100.0
209.0
100.0
210.0
100.0
210.0
100.0
210.0
100.0
136.0
100.0
120.D
100.0
120.0
100.0
120.0
97'a
97.8
100.0
120.0
100.0
114.4
100.0
120.0
75.4
75.4
19-1/8"
26-1/2"
37'
toil'
(MAX-)
Se
100.0
210.0
10000
210.0
100.0
210.0
100.0
204.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.D
100.0
120.0
100.0
120.0
85.4
85.4
19-1/8'
26-1/2'
37"
120'
(MAX.)
60"
100.0
210.0
100.0
204.2
100.0
210.0
100.0
205.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
107.0
100.0
120.0
100.0
120.0
100.0
120.0
77.1
1 77.1
19-1/8'
28-1 /2'
120'
MAX37' (•)
66"
100,0
210,0
1G0,0
210.0
100.0
210.0
1GO.0
207.0
100.0
120.0
100.0
120.0
100.0
120.0
99.7
99.7
100.0
120,0
100.0
120.0
100.0
120.0
6B.4
68.4
19-1/8
26-1/2
120'
(MAX.)
72"
100.0
210.0
100.0
210.0
100.0
210.0
1GO.0
199.0
100.0
120.0
100.0
120.0
100.0
120.0
94.5
94.5
19-1/8'
26-1/2'
120'
(MAX.)
7B.
100.0
210.0
100.0
210.0
100.0
210.0
100.0
192.0
100,0
120.0
100,0
120.0
100.0
120.0 1
91.3
91.3
19-1/8'
26-1/2'
120'
(MAX•)
84"
100.0
210.0
100.0
210.0
100.0
210.0
100.0 1
181.0
100.0
120.0
100.0
120.0 1
100.0
120.0 1
89.2 1
89.2
NOTE --
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
THE EXTERIOR PANE FOR GLASS TYPES "4
AND "4A" MUST BE TEMPERED.
(INSTALLATIONS ABOVE 30 FT. OF GRADE)
dth
WII I
o+ Top Vent
d
L �
CC
0
N
This Lite must be Q
Equal to or smaller
than the Top Ute
----------
All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE
FOR SILL WITH WATERSAR ADAPTER
FOR WINDOWS WITHOUT WATERRAR ADAPTER
LIMIT EXTERIOR(+) LOADS TO 80.0 PSF
Unequal Lite Window
PRODUCT REVISED
as comp) ngg vAth the Florida
Building do
NU-0, 20-0722.20
Expiration Date 05106/2025
By 0�
Mlaml-Dade Product Control
A) ADDED BACKBEDDING.
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No.58705
A LYNN MILLER, PT_
Installation Type "A"
w/ 1 x 4 Beveled P.T. Wood Buck
1/4" Dia.
Flat Head
Ultracon,
Ultracon+ or
Optional Pre -Cast Sill
Buck bed in oP,• �t °;
sealant (typ)
(typ)
O
3 1/2"
Min.
M I
2 3/4"
1 x 4 Beveled P.T.
Wood Buck (typ.)
O III Optional
lant Non -beveled
Wood Buck
$ (dotted)
i
fg®.yj tl
V"
IMPORTANT NOTE:
TYPICAL ANCHORS: SEE B". FOR SPACING
Wood Bucks must sustain
loads imposed by glazing
1/4" DIA. U TRernN BY 'cl rn' (Fu=177 KSI, F —155 KSI
y- )
system and transfer
1/4" DIA, ULTRACON+ BY 'DEWALT' (Fu-164 KSI, Fy=145 KSI)
them to the building
structure.
1/4" DIA. HILTI KWIK- .nN 11 (Fu=163 K51, Fy-157 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1 BY BUCKS INTO CONC. OR BUCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS)
1/4" DIA. TEK OR -SELF DRILLING REWS (GRADE 5 CRS)
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
#14 SMS(GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS)
STEEL• 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
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 = 3000 PSI MIN.
C-90 FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN.
Values for Installation Type "A" apply to the following installation types, with
maximum shim space 1/4":
1- Using 1by P.T. wood bucks, min. 3/4" thick,
2- Directly into masonry, without the use of wood bucks.
3- Directly into a steel or aluminum structure
Min. 1/8" thick and using #14 Teks or Self drilling screws.
Structure must be designed by others to sustain the loads imposed
by the window.
PRODUCT REVISED
ae wmingnPl with the Florida
Buildg e
HOA-No. 2a0722.20
Expiration Date 05/05/2025
A) ADDED ULTRACON+
e ANCHORS.
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No. 50705
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P" 58705
Installation Type "B"
w/ 2 x 4 Beveled P.T. Wood Buck
Buck bed in �� 'a ': s ' 4 n 4
sealant (typ) : e
4:
/4" Dia. Flat Head
Itracon/U Itracon+/Kwik-Con
(or Equal)
1-1/2" Min. Wood Embed
+• 'I JB & JT
Optional Pre -Cast Sill
(typ)
O
t
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En
w
3 1/2"
Min.
� ro
2 3/4"
2 x 4 Beveled P.T.
Wood Buck (typ.)
Optional
Non -beveled
,uck
a
V.
Installation Type "C"
based on wood penetration only
using 1 x 4 or 2 x 4 wood bucks
Buck bed in
sealant (typ) -
ie
Sealant-
1/4" Dia. Flat Head (typ)
Teks Or
X1 4" Dia. Ultracon/Ultracon+
Kwik-Con Fasteners ll
wood Itrueture
I
E
N
En
1 x 4& 2 x 4 P.T. Wood Buck (typ)
o�
3 \
\A
JB & JT
1 1/2" Min.
Total Wood
Penetration
See Installation
Types "A" & B"
fort x 4 & 2 x 4
P.T. Wood Buck Styles
IMPORTANT NOTE:
Wood Bucks must sustain
loads imposed by glazing
system and transfer
them to the building
structure.
rJ// c. II I (dotted)
onal
IISealant Non -beveled
Wood Buck
dottete
d
i
wood etrueture
PRODUCT REVISED
as wm 1&9 with the Florida
BuOdInD Cello
NOMNo. 20-0722.20
Explotlon Date 05/05/2025
Dy
...I ada Pro uet Control
A) NO CHANGES THIS SHEET.
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No. 58705
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A LYNN MILLER, P.E.
PFJ 58.ras
ANCHORS
DESIGN LOAD CAPACITY - PSF
11IITD01T DIMS.ANCHORS
WIDTH HEIGHT
NO. OF
AT JAMB
BID. HOIN PATMIN
W/O ADDL ANCHOR
90. HODS PATIM
WM ADDL ANCHOR
EXL(+) & INT.(-)
E)(T.(+) & INT.(-)
24"
30•
32•
36'
42"
48'
54'
4
210.0
210.0
210.0
210.0
210.0
210.0
198.0
210.0
174.2
210.0
151.7
196.0
127.1
178.2
24'
30•
32•
36"
42•
48'
54•
60'
8
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
171.1
210.0
134.4
201.6
110.7
166.0
24'
30•
32'
W.
42'
48'
54'
72•
8
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
165.1
210.0
125.4
1 BB.2
101.2
151J
24'
1.
32"
36'
42'
48'
54'
84'
1
8
210.0
210.0
210.0
210.0
207.5
210.0
190.1
210.0
164.9
192.0
122.2
175.3
96.0
144.0
24'
30•
32'
36"
42•
48'
54•
96•
8
210.0
210.0
185.8
209.1
176.4
198.5
160.8
180.9
WA
161.3
122.1
147.0
94.1
135J
24'
30'
32'
36•
42"
48'
106"
10
210.0
210.0
202.3
210.0
191.7
210.0
174.2
191.6
154.5
169.9
122.1
154.0
24•
30•
32•
36•
42" 1
120"
1
10
210.0
210.0
179.2
197.1
169.6
106.6
153.7 1
169.1
135.8 1149.3
ANCHORS
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.ANCHORS
WIDTH HEIGHT
NO. OF
AT JAMB
�' HOIE PATTERN
W/O ADDL ANCHOR
E1R.(+) & INT.(-)
90. HDIE PATIERN
IRTH AD➢L ANCHOR
EXT.(+) & INT.(-)
19-1/8'
26-1/2•
37'
53-1/8'
26"
4
210.0
210.0
210.0
210.0
210.0
210.0
208.6
210.0
19-1/8"
26-1/2'
37'
53-1/8•
38-3/8•
4
210.0
210.0
210.0
210.0
210.0
210.0
152.7
210.0
19-1/B"
26-1/2.
37•
53-1 /8'
50-5/8'
4
210.0
210.0
210.0
210.0
179.6
210.0
125.7
169.5
19-1/8•
26-1/2'
1.
53-1/8"
1.
6
210.0
210.0
210.0
210.0
2(33.8
210.0
110.7
166.1
19-1/8"
26-1/2•
37'
53-1/8"
72"
8
210.0
210.0
21 ma
210.0
210.0
210.0
104.1
156.1
19-1/8•
26-1/2'
37'
53-1/8'
76'
8
210.0
210.0
210.0
210.0
210.0
210.0
102.1
153.1
Width
6. 24" 6•
max.
r
io
E
LOADS APPLY TO INSTALLATION TYPES
A. B & C AND INTO ALUMINUM BUCKS
FOR ALUMINUM BUCK INSTALLATION SEE
SHEETS 13 AND 14.
Addl. Anchor
At Mtg. Stile Ends
-Regd. For Higher Loads
(if Applicable)
See Chart For Capacity
WmDoor Standard Hole Pattern
Refer to sheets 9 & 10 of 14. for description of installation types A - B - C
PRODUCT REVISED
as eomplving with the Florida
DUOding t e
NOA-No. 20-0722.20
Expiration Date 005^//0,512025
Z/ Rv
A) NO CHANGES THIS SHEET.
e AK - 0612920
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No. 58705
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1111
A. LYNN MILLER. PM
P.EO 66706
Vertical Mullion Performance
Tributary Width = W1 + W2
2
For Window Performance, refer to sheets 5 or 7
YJ1 W2
N
6"max
tYP
Installati
(typ)
E -�
E
E i-i
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v
Multiple Opening
(2 or more windows)
w/ 1 screw on each side of mullion
Standard Installation
on S
i
C
C
crews 3„ _
�•-3„
m I MV
1 E
E I
E S? Q Q II i1•
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (6063-T6) MUM ON Dash
unclipped at ends) ONE ANC
Mull length =Wdw Height - 1") WIIIDOW DAIS. BACK s1
WIDTH HEIGHT ExT.(+) & 1
#14 x 3/4" FH SMS 24' 150.0
SEE SHEETS 1 & 2 30' 130.9
FOR SPACING 32- 128.6
38" 49' 120.0
42- 1145
48' 1125
54' 112.5
24' 1125
30' 96.0
32" 92.0
36' 60' 85.7
1. 79.1
4a- 75.0
Se 72.7
24' 90.0
30, 75.8
32- 72.3
Sealant M1 / 1.
72- 68.7
(typ) V 42' 60.5
48- 583
54- 53.3
24' 75.0
30' 62.6
32' 59.6
36' 94' 545
42- 49.0
1. 45.0
54' 471
Horizontal Mullion Performance
For Window Performance, refer to sheets 5 or 7
#14 x 1" FH SMS
Sealant SEE SHEETS 1 & 2
FOR SPACING
M H Installa0on
s�1r3
1o�in�
(typ)
Multiple Opening
(2 or more windows)
w/ 2 or 3 screws on each side of mullion
High Load Installation
(" = additional holes to be drilled by installer)
,N IAAD CAPACITY - PSP 1SOLLION DESIGN
IOR TWO ANCHORS THREE ANCHORS ONE ANCH01
DR EACH E®E EACM SIDE WINDOW DDLS. EACH SIDE
Ni.(-) EXT.(+) & INT.(-) IXL(+) & INT.(-) wlDhl HEIGHT ExT.(+) & RT
210.0 210.0 24' 64.3
210.0 210.0 30' 53.3
210.0 210.D 32' SOX
210.0 210.0 1. 96' 46.2
210.0 210.0 42' 41.1
210.0 210.0 48" 37.5
210.0 210.0 54" 34.e
210.0 210.0 24" S8.3
192.0 210.0 30" 46.5
184.1 210.0 32' 108, 44.0
171.4 210.0 36' 40.0
158.2 210.0 42' 35.5
15D.0 210.0 4a' 32.1
145.5 210.0 24' 50.0
160.0 210.0 30' 41.1
151.6 210.1) '. 120' 38.9
144.6 210.0 36- 35.3
133.3 1979 42- 31.2
121.0 17&4
1125 159.8
106.7 149.0
150.0 202.2
125.2 IGt2
119.1 154.E
109.1 139.5
98.0 122.4
90.0 110.0
S4.2 101.2
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (unclipped at ends
(Mull length = Wdw Width - 1 ")
MUM - ray MULLION DEM
ANCHORS TEEM ANCHORS ONE ANCI
CH SIDE EACH HIDE WINDOW DUM. EACH M
-) & INL(-) ExT.(+) & INT.(-) WIDTH HEIGHT EM.(+) & I
128.6 142.1 53-1/6' 26' 210.0
106.7 115.3 19-1/8, 210.0
101.2 108.7 26-1/2' 38-3/81 194.8
92.3 97.8 37' 176.2
02.3 85.8 53-1/e' 176.0
75.0 76.8 19-1/6' 165.0
69.6 70.3 26-1/2' 130.9
50-5/8'
99.3 99.3 37' 109.0
80.3 80.3 53-1/8-1 101.1
75.6 75.6 19-1/W 126.E
67.8 67.8 26-1/2' 831 983
59.1 59.1 37' 78.7
52.8 52.8 53-1/8- 67.0
72.1 72.1 19-1/8- 1085
58.2 58.2 26-1/2' 72' 632
54.7 54.7 37' 655
49.0 49.0 63-1/8' 53.7
42.6 42.8 19-1/8' 102.0
26-1/e 781 77.9
37' 609
53-1/8' 493
210.0
210.0
21 D.0
210.0
210.0
210.0
210.0
210.0
202.3
210.1)
196.E
157.4
133.9
210.0
1665
130.9
t07.4
204.D
155.9
121.8
98.7
PRODUCT REVISED
ascomp udth the Rorldn
guUding Cde
NOA No. 20-0722.20
Fuplratlan Data OSf05/20z5
o = By 0i
a E MIaml-ada Product Con 1
4 E A) NO CHANGES THIS SHEET.
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MH
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IS rTHM ANCHORS
EACH SIDE
IXL(+) & INT.(-)
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
200.9
210.0
210.0
1935
1503
210.0
210.0
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No.58705 -
6v7c
O` STATE O
<.ORICH,
'rr ALIE,G..
A LYNN MILLER, P.E.
P.E.060705
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (6063-T6) MUM ON Dash
unclipped at ends) ONE ANC
Mull length =Wdw Height - 1") WIIIDOW DAIS. BACK s1
WIDTH HEIGHT ExT.(+) & 1
#14 x 3/4" FH SMS 24' 150.0
SEE SHEETS 1 & 2 30' 130.9
FOR SPACING 32- 128.6
38" 49' 120.0
42- 1145
48' 1125
54' 112.5
24' 1125
30' 96.0
32" 92.0
36' 60' 85.7
1. 79.1
4a- 75.0
Se 72.7
24' 90.0
30, 75.8
32- 72.3
Sealant M1 / 1.
72- 68.7
(typ) V 42' 60.5
48- 583
54- 53.3
24' 75.0
30' 62.6
32' 59.6
36' 94' 545
42- 49.0
1. 45.0
54' 471
Horizontal Mullion Performance
For Window Performance, refer to sheets 5 or 7
#14 x 1" FH SMS
Sealant SEE SHEETS 1 & 2
FOR SPACING
M H Installa0on
s�1r3
1o�in�
(typ)
Multiple Opening
(2 or more windows)
w/ 2 or 3 screws on each side of mullion
High Load Installation
(" = additional holes to be drilled by installer)
,N IAAD CAPACITY - PSP 1SOLLION DESIGN
IOR TWO ANCHORS THREE ANCHORS ONE ANCH01
DR EACH E®E EACM SIDE WINDOW DDLS. EACH SIDE
Ni.(-) EXT.(+) & INT.(-) IXL(+) & INT.(-) wlDhl HEIGHT ExT.(+) & RT
210.0 210.0 24' 64.3
210.0 210.0 30' 53.3
210.0 210.D 32' SOX
210.0 210.0 1. 96' 46.2
210.0 210.0 42' 41.1
210.0 210.0 48" 37.5
210.0 210.0 54" 34.e
210.0 210.0 24" S8.3
192.0 210.0 30" 46.5
184.1 210.0 32' 108, 44.0
171.4 210.0 36' 40.0
158.2 210.0 42' 35.5
15D.0 210.0 4a' 32.1
145.5 210.0 24' 50.0
160.0 210.0 30' 41.1
151.6 210.1) '. 120' 38.9
144.6 210.0 36- 35.3
133.3 1979 42- 31.2
121.0 17&4
1125 159.8
106.7 149.0
150.0 202.2
125.2 IGt2
119.1 154.E
109.1 139.5
98.0 122.4
90.0 110.0
S4.2 101.2
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (unclipped at ends
(Mull length = Wdw Width - 1 ")
MUM - ray MULLION DEM
ANCHORS TEEM ANCHORS ONE ANCI
CH SIDE EACH HIDE WINDOW DUM. EACH M
-) & INL(-) ExT.(+) & INT.(-) WIDTH HEIGHT EM.(+) & I
128.6 142.1 53-1/6' 26' 210.0
106.7 115.3 19-1/8, 210.0
101.2 108.7 26-1/2' 38-3/81 194.8
92.3 97.8 37' 176.2
02.3 85.8 53-1/e' 176.0
75.0 76.8 19-1/6' 165.0
69.6 70.3 26-1/2' 130.9
50-5/8'
99.3 99.3 37' 109.0
80.3 80.3 53-1/8-1 101.1
75.6 75.6 19-1/W 126.E
67.8 67.8 26-1/2' 831 983
59.1 59.1 37' 78.7
52.8 52.8 53-1/8- 67.0
72.1 72.1 19-1/8- 1085
58.2 58.2 26-1/2' 72' 632
54.7 54.7 37' 655
49.0 49.0 63-1/8' 53.7
42.6 42.8 19-1/8' 102.0
26-1/e 781 77.9
37' 609
53-1/8' 493
210.0
210.0
21 D.0
210.0
210.0
210.0
210.0
210.0
202.3
210.1)
196.E
157.4
133.9
210.0
1665
130.9
t07.4
204.D
155.9
121.8
98.7
PRODUCT REVISED
ascomp udth the Rorldn
guUding Cde
NOA No. 20-0722.20
Fuplratlan Data OSf05/20z5
o = By 0i
a E MIaml-ada Product Con 1
4 E A) NO CHANGES THIS SHEET.
o AK-062920
MH
o=
9 E o ¢
c �aa
w
IS rTHM ANCHORS
EACH SIDE
IXL(+) & INT.(-)
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
200.9
210.0
210.0
1935
1503
210.0
210.0
z
al Q 4 ¢
� O
dor" FF
IUUd tat W
a I•° 2 •oN
zCo sma
0.z = w m
o
J ¢
GO� � •N-
A O O ]aa45
W
1�1 O U o
0 a� m Z
g 2 W O O
W 1n
ag1 •asaQ sauag
.... I//
LYNIV
No.58705 -
6v7c
O` STATE O
<.ORICH,
'rr ALIE,G..
A LYNN MILLER, P.E.
P.E.060705
Horizontal Mullion Performance
For Window Performance, refer to sheets 5 or 7
#14 x 1" FH SMS
Sealant SEE SHEETS 1 & 2
FOR SPACING
M H Installa0on
s�1r3
1o�in�
(typ)
Multiple Opening
(2 or more windows)
w/ 2 or 3 screws on each side of mullion
High Load Installation
(" = additional holes to be drilled by installer)
,N IAAD CAPACITY - PSP 1SOLLION DESIGN
IOR TWO ANCHORS THREE ANCHORS ONE ANCH01
DR EACH E®E EACM SIDE WINDOW DDLS. EACH SIDE
Ni.(-) EXT.(+) & INT.(-) IXL(+) & INT.(-) wlDhl HEIGHT ExT.(+) & RT
210.0 210.0 24' 64.3
210.0 210.0 30' 53.3
210.0 210.D 32' SOX
210.0 210.0 1. 96' 46.2
210.0 210.0 42' 41.1
210.0 210.0 48" 37.5
210.0 210.0 54" 34.e
210.0 210.0 24" S8.3
192.0 210.0 30" 46.5
184.1 210.0 32' 108, 44.0
171.4 210.0 36' 40.0
158.2 210.0 42' 35.5
15D.0 210.0 4a' 32.1
145.5 210.0 24' 50.0
160.0 210.0 30' 41.1
151.6 210.1) '. 120' 38.9
144.6 210.0 36- 35.3
133.3 1979 42- 31.2
121.0 17&4
1125 159.8
106.7 149.0
150.0 202.2
125.2 IGt2
119.1 154.E
109.1 139.5
98.0 122.4
90.0 110.0
S4.2 101.2
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (unclipped at ends
(Mull length = Wdw Width - 1 ")
MUM - ray MULLION DEM
ANCHORS TEEM ANCHORS ONE ANCI
CH SIDE EACH HIDE WINDOW DUM. EACH M
-) & INL(-) ExT.(+) & INT.(-) WIDTH HEIGHT EM.(+) & I
128.6 142.1 53-1/6' 26' 210.0
106.7 115.3 19-1/8, 210.0
101.2 108.7 26-1/2' 38-3/81 194.8
92.3 97.8 37' 176.2
02.3 85.8 53-1/e' 176.0
75.0 76.8 19-1/6' 165.0
69.6 70.3 26-1/2' 130.9
50-5/8'
99.3 99.3 37' 109.0
80.3 80.3 53-1/8-1 101.1
75.6 75.6 19-1/W 126.E
67.8 67.8 26-1/2' 831 983
59.1 59.1 37' 78.7
52.8 52.8 53-1/8- 67.0
72.1 72.1 19-1/8- 1085
58.2 58.2 26-1/2' 72' 632
54.7 54.7 37' 655
49.0 49.0 63-1/8' 53.7
42.6 42.8 19-1/8' 102.0
26-1/e 781 77.9
37' 609
53-1/8' 493
210.0
210.0
21 D.0
210.0
210.0
210.0
210.0
210.0
202.3
210.1)
196.E
157.4
133.9
210.0
1665
130.9
t07.4
204.D
155.9
121.8
98.7
PRODUCT REVISED
ascomp udth the Rorldn
guUding Cde
NOA No. 20-0722.20
Fuplratlan Data OSf05/20z5
o = By 0i
a E MIaml-ada Product Con 1
4 E A) NO CHANGES THIS SHEET.
o AK-062920
MH
o=
9 E o ¢
c �aa
w
IS rTHM ANCHORS
EACH SIDE
IXL(+) & INT.(-)
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
200.9
210.0
210.0
1935
1503
210.0
210.0
z
al Q 4 ¢
� O
dor" FF
IUUd tat W
a I•° 2 •oN
zCo sma
0.z = w m
o
J ¢
GO� � •N-
A O O ]aa45
W
1�1 O U o
0 a� m Z
g 2 W O O
W 1n
ag1 •asaQ sauag
.... I//
LYNIV
No.58705 -
6v7c
O` STATE O
<.ORICH,
'rr ALIE,G..
A LYNN MILLER, P.E.
P.E.060705
1" x 4" x 1/8" thk. Aluminum
Tube Mullion (unclipped at ends
(Mull length = Wdw Width - 1 ")
MUM - ray MULLION DEM
ANCHORS TEEM ANCHORS ONE ANCI
CH SIDE EACH HIDE WINDOW DUM. EACH M
-) & INL(-) ExT.(+) & INT.(-) WIDTH HEIGHT EM.(+) & I
128.6 142.1 53-1/6' 26' 210.0
106.7 115.3 19-1/8, 210.0
101.2 108.7 26-1/2' 38-3/81 194.8
92.3 97.8 37' 176.2
02.3 85.8 53-1/e' 176.0
75.0 76.8 19-1/6' 165.0
69.6 70.3 26-1/2' 130.9
50-5/8'
99.3 99.3 37' 109.0
80.3 80.3 53-1/8-1 101.1
75.6 75.6 19-1/W 126.E
67.8 67.8 26-1/2' 831 983
59.1 59.1 37' 78.7
52.8 52.8 53-1/8- 67.0
72.1 72.1 19-1/8- 1085
58.2 58.2 26-1/2' 72' 632
54.7 54.7 37' 655
49.0 49.0 63-1/8' 53.7
42.6 42.8 19-1/8' 102.0
26-1/e 781 77.9
37' 609
53-1/8' 493
210.0
210.0
21 D.0
210.0
210.0
210.0
210.0
210.0
202.3
210.1)
196.E
157.4
133.9
210.0
1665
130.9
t07.4
204.D
155.9
121.8
98.7
PRODUCT REVISED
ascomp udth the Rorldn
guUding Cde
NOA No. 20-0722.20
Fuplratlan Data OSf05/20z5
o = By 0i
a E MIaml-ada Product Con 1
4 E A) NO CHANGES THIS SHEET.
o AK-062920
MH
o=
9 E o ¢
c �aa
w
IS rTHM ANCHORS
EACH SIDE
IXL(+) & INT.(-)
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
200.9
210.0
210.0
1935
1503
210.0
210.0
z
al Q 4 ¢
� O
dor" FF
IUUd tat W
a I•° 2 •oN
zCo sma
0.z = w m
o
J ¢
GO� � •N-
A O O ]aa45
W
1�1 O U o
0 a� m Z
g 2 W O O
W 1n
ag1 •asaQ sauag
.... I//
LYNIV
No.58705 -
6v7c
O` STATE O
<.ORICH,
'rr ALIE,G..
A LYNN MILLER, P.E.
P.E.060705
210.0
210.0
21 D.0
210.0
210.0
210.0
210.0
210.0
202.3
210.1)
196.E
157.4
133.9
210.0
1665
130.9
t07.4
204.D
155.9
121.8
98.7
PRODUCT REVISED
ascomp udth the Rorldn
guUding Cde
NOA No. 20-0722.20
Fuplratlan Data OSf05/20z5
o = By 0i
a E MIaml-ada Product Con 1
4 E A) NO CHANGES THIS SHEET.
o AK-062920
MH
o=
9 E o ¢
c �aa
w
IS rTHM ANCHORS
EACH SIDE
IXL(+) & INT.(-)
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
210.0
200.9
210.0
210.0
1935
1503
210.0
210.0
z
al Q 4 ¢
� O
dor" FF
IUUd tat W
a I•° 2 •oN
zCo sma
0.z = w m
o
J ¢
GO� � •N-
A O O ]aa45
W
1�1 O U o
0 a� m Z
g 2 W O O
W 1n
ag1 •asaQ sauag
.... I//
LYNIV
No.58705 -
6v7c
O` STATE O
<.ORICH,
'rr ALIE,G..
A LYNN MILLER, P.E.
P.E.060705
.... I//
LYNIV
No.58705 -
6v7c
O` STATE O
<.ORICH,
'rr ALIE,G..
A LYNN MILLER, P.E.
P.E.060705
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
E)R.(+) k INT.(-)
WINDOW DDL9.
ANCHOR SPACING
IN40 CONC.
ANCHOR SPACING
IIN1D HOLLOW BIDCI
WIDTH
HMGHT
IC O.C.
8' O.C.
18' O.C.
8' O.C. 1
24'
30"
32'
36"
42'
48'
54'
48'
210.0
210.0
178.7
210.0
210.0
210.0
155.9
210.0
210.0
210.0
150.8
210.0
210.0
210.0
142.9
210.0
205.7
210.0
131.3
204.2
205.7
210.0
131.3
201.0
168.O
210.0
107.2
187.6
24'
30"
32'
36"
42'
48'
54"
60"
210.0
210.0
134.0
210.0
179.2
210.0
114Z
200.1
171.8
210.0
109.6
191.9
160.0
21D.0
102.1
178.7
147.7
210.0
94.2
164.9
140.0
210.0
89.3
156.3
135.8
210.0
86.6
151.6
24"
30"
32"
36'
42'
48'
54"
72'
210.0
210.0
134.0
210.0
176.8
210.0
112.8
203.1
168.8
210.0
107.7
193.8
155.6
210.0
99.3
178.7
141.2
210.0
90.1
1622
131.3
210.0
83.8
150.8
124.4
210.0
79.4
142.9
24'
30"
32"
36'
42'
48"
54"
84"
210.
2210.0
134.0
210.0
175.3
210.0
111.9
186.4
166.8
210.0
106.4
177.4
152.7
210.0
97.5
1 182.4
137.1
210.0
87.5
1 145.9
126.0
210.0
80.4
134.0
117.9
196.5
75.2
125.4
24"
30"
32"
36"
42"
48'
54"
96'
210.0
210.0
134.0
210.0
174.2
210.0
111.2
190.6
165.4
210.0
105.5
180.9
150.8
210.0
96.2
164.9
134.4
210.0
85.8
147.0
122.5
270.0
78.2
134.0
113.6
194.8
72.5
124.3
24'
30"
32'
36'
42"
48'
108'
183.8
210.0
117.3
210.0
151.7
210.0
96.8
179.8
143.8
210.0
91.8
170.4
130.7
210.0
03.4
154.8
115.9
210.0
73.9
137.3
105.0
195.0
57.0
124.4
24'
30'
32'
36'
42'
120"
186.7
210.0
119.1
210.0
153.6
210.0
98.0
183.8
145.4
210.0
92.8
173.9
131.8
210.0
84.1
157.6
116.4
210.0
74.3 I1392
ANCHORS AT
ALUMINUM ]BUCK BUCK FRAMIN -
(AT MULLION ENDS)
FOR WINDOW ANCHORING TO
ALUMINUM BUCKS USE #14 SCREWS
SPACED AS PER SHEETS 11 & 12.
12' PRE PUNCHED ANCHOR HOLES
3' TYP. ALL OTHER HOLES
SPACING -DRILLED IN FIELD
i
1K4 MULLION
SEE SHT 8 OF 11
Q
4
CLUSTER OF 2, 4, 6 OR 8 ANCHORS
(SEE CHARTS ABOVE). ALL OTHER BUCK
ANCHORS AS PER SHEET 13.
(CLUSTER OF 8 BEING SHOWN)
NOTE: ALUMINUM BUCKS ARE SUPPLIED WITH
CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STANDARD.
EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. .
PRODUCT REVISED
m comp nB with the Florida
BuBding de
NO=o. 20-0722.20
Expiration Date 05/05/2025
By
MIamFDade Product Control
A) NO CHANGES THIS SHEET.
c AK-06/29/20
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No. 58705
2
:�'. G13z -0:'�
SO^•.. STATE uF
A. LYNN MILLER P.E.
PER W705