HomeMy WebLinkAboutRevision RequestOFFICE USE ONLY:
DATE FILED: 11/06/20
REVISION FEE:
PERMIT # 2005-0499
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
13002 NW HARBOUR RIDGE BLVD , PALM CITY, FL 34990
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
We are adding a front door and transom (opg 9a and 9b on floor plan)
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: The Glass Professionals
QUALIFIERS NAME: David LaPrade
ADDRESS: 3570 SE Dixie Hwy
CITY: Stuart STATE: FL
PHONE (DAYTIME): 772-286-0459
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
ST. LUCIE CO CERT. #: 19363
ZIP: 34997
FAX: 772-286-0461
ram:
FAX:
ZIP:
ZIP:
wFFTA
`• t� FAFJPZ� • / ' v
PGT SH 5500 1194
48" X 62' (Master Bed)
CGI
FD 450
NOA# 18-0926.05
CGI
PW 450
NOA# 20-0722.17
PGT
SH 5500
NOA# 17-0630.05
PGT
Mullbar
NOA# 17-0630.01
Project flame:
Voriekuil Residence
13002 Harbour Ridge Blvd.
Palm city. it 34990
ph: (772) 343-8158
Bath)
PGT SH 551
47" X 62'
(2) PGT SH 5500
36'X71'
#36 #3a
(Living Roam)
#2 PDTSH 5500
(Kitchen) - 36X 62'
CGI PW 450 PGT SH 5 00
37.5" X 20.25" 36' X 6
#9h
#1
#9a CGI-FD 450
37.5":K 80.75"
118 I I PGT SH 5500
(Office) 53" X 62"
#T 11 PGT SH 5500
(Guest Bedroom) 53" X 62"
(Garage)
(2) PGT SH 5500
36' X 62"
St. Lucie County License No.: 19363
?4 Ow Pwodde"& low,
$570 S.E. Dinie Mug • Stuart. FA 54997
(772) 286-0459 . glarrproferrionalr@gmail.eom
Scale: N.T.S.
010
M IAM 1•DADE MIAMI-DADE COUNTY
+ PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, Fl. 32832
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by
Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code, including
the High Velocity Hurricane Zone.
DESCRIPTION: Series "450" Aluminum Inswing glazed Doors w/wo Sidelites - Impact
APPROVAL DOCUMENT: Drawing No.18-106D, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2,
2.1, 2.2, 3, 3.1, 4, 5, 6, 7 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-06 and last revised on SEP 09,
2018 signed and sealed by Javad Ahmad, 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
Limitations:
1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/ sidelite,
glass / sill types and anchors. Lower Design Pressure shall control.
2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly.
3. Exterior Design Pressure= +50.0 PSF w/ threshold (sill type S-I). Sills (threshold) types SS-1 & SS-2 are not rated
for water infiltration. See thresholds (sills) and glass type Al (True muntin) limitations notes, in sheet 6.
4. See Partial 7/16" & 1" Composite panels in sheet 6. Narrow stile Sidelites are limited to 18" or less.
5. The frame are of alternate size must not exceed 125 ft2, nor panel tested area and max. Panel height.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", 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 NOA #17-1011.11(PLA) consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 18-0926.05
Expiration Date: November 09, 2021
Approval Date: November 01, 2018
Page 1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous NOA
A. DRAWINGS
1. Drawing No.W06-73 Rev J, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1. 1, 1.2, 2,
2.1, 2.2, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10/27/06
and last revised on 09/21/17, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Mullion analysis, complying with FBC 5th Edition (2014) and FBC 6t1 Edition (2017), prepared
by Al Farooq Corporation, dated 09/29/17, signed and sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for the"Saflez
CP - Saflez and Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflez Clear and Color Glass Interlayers", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance with FBC 5th Edition (2014) and FBC 6t1 Edition (2017), and
of no financial interest, dated 08/30/17, signed and sealed by Javad Ahmad, P. E.
G. OTHER
1. This NOA revises NOA# 16-0329.03, expiring on 11/09/21
2. Evidence submitted in previous NOA
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files below).
2. Drawing No.W06-73 Rev I, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2,
3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-06 and last revised on
03-22-16, signed and sealed by Javad Ahmad, P.E.
B. TESTS (Submitted under files#16-0329.03/#14-1103.05/#12-0706.04/#11-1025.03/#09-0723.04)
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with manufacturer's parts and section drawing marked -up drawings of aluminum In swing /
Outswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-
0304-11 dated 11/28/2011 & HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E.
' Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 18-0926.05
Expiration Date: November 09, 2021
Approval Date: November 01 , 2018
E-1
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (continue)
Note: This test report has been revised by addendum letters, issued by Architectural Testing
(Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J.
Abraham, P.E.
Along with manufacturer's parts and section drawing marked -up drawings of double aluminum
outswing doors, issued by Architectural Testing, Test Report No(s) B-5234.02-450-18 dated
12/19/2011, signed and sealed by Vinu J. Abraham, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94.
Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out
swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-97055 (0080-
912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202-94, specimen #4,
5A, 513, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E.
Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing
door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-
02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham,
P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94
now known as FBC, TAS 201, 202 & 203-94.
3. Reference Certified Testing Laboratories test report # CTLA 3056WA, issued to CGI Windows
& Doors Inc. pert TAS 201, 202 and 203-94 for specimen #1 thru #30 for laminated PVB glass,
insulated PVB laminated glass with Duraseal and super spacers, signed and sealed by Ramesh
C. Patel, P.E.
C. CALCULATIONS (Submitted under files #14-1103.05)
1. Anchor verification calculations and structural analysis, complying with FBC-2014(51h
Edition), prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27,
2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/17.
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) (Former
Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET
Core", expiring on 12/11/18.
3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) (Former
Solutia, Inc.) for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 18-0926.05
Expiration Date: November 09, 2021
Approval Date: November 01 , 2018
E-2
WinDoor, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 10/03/14, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance and addendum letters, as part of the above referenced test reports.
G. OTHER
1. This NOA revises & renews # 14-1103.05, expiring on November 09, 2021.
2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane
Testing lab).
3. Test proposal dated 12/16/14 approved by RER and Test proposal # 10-0940, dated 11/17/10
approved by BNC.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No.18-106D, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1,
2.2, 3, 3.1, 4, 5, 6, 7 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-06 and
last revised on SEP 09, 2018 signed and sealed by Javad Ahmad, P.E.
B. CALCULATIONS
1. None.
C. TESTS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
l . Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DE
Nemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/23.
2. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) (Former
Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET
Core", expiring on 12/11/23.
3. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company (MA) (Former
Solutia, Inc.) for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6th Edition) and letter of private label, prepared
by Al Farooq Corporation, dated 10/03/14, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA #17-1011.11(PLA), expiring on November 09, 2021.
2. Private Label Agreement (PLA) between CGI Windows and Doors, Inc. and Windoor Inc.
signed by Dean M. Ruark, P.E, Vice President on behalf of both companies.
3. Reference CGI NOA # 17-1011.11 (#16-0329.03) expiring November 09, 2021.
I haq I. Chanda, P.E.
Product Control Examiner
NOA No 18-0926.05
Expiration Date: November 09, 2021
Approval Date: November 01 , 2018,
E-3
TYPICAL ELEVATIONS
SERIES 450 ALUMINUM INSWING GLAZED DOORS WITH OR WITHOUT SIDELITES
38-9/16"
FRAME WIDTH
6 7/8" 6 7/8"
D.L. OPG.
WIDTH
H31 INS ING
/
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=
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ACTIVE
PANEL WIDTH
X S31 INSWING
5s1 ss2 SADDLE SILL
74-1/2"
FRAME WIDTH
11 1/4" P.3
06 7/8" D.L. OPG. D.G. 6 7/8'
WIDTH WI TH �O
LOCKING OPTIONS
SEE CHART SHEET 1.1�
LH CONFIGURATIONS SHOWN
RH SIMILAR
STEPS TO USE CHARTS
SEE SHEETS 6 & 7.
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL.
M
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N
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_ MAX. FRAME WIDTH _
MAX. FRAME AREA
LIMITED PER FBC
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149"
TESTED FRAME WIDTH
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MULTIPLE SIDELITES W/ DOORS 3
WITHIN TESTED FRAME
AREA ARE AVAILABLE S41 S42
(SEE SHEET 6)
125 SQ. FT. TESTED
FRAME AREA
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113-1/16"
FRAME WIDTH
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HINGES
E SHEET 1.1 IDS
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7//
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CTIVE
OXO
FRAME
WIDTH
CX>
FRAME
WIDTH
CXX>
DDDR/SIDELITE
PANEL
WIDTH
D.L. OPG.
WIDTH
26-9/16'
50-1/2'
23-3/4'
12-3/4'
32-9/16'
62-1/2'
29-3/4'
18-3/4'
38-9/16'
74-1/2'
35-3/4'
24-3/4'
44-9/16"
86-1/2-
41-3/4'
30-3/4'
FRAME
HEIGHT
DOOR/SIDELITE
PANEL w
HEIGHT
D•L• ❑PG.
HEIGHT
82-3/4'
80-7/8'
67-3/8'
84-3/4'
82-7/8'
69-3/8'
90-3/4"
88-7/8'
75-3/8'
96-3/4'
94-7/8'
81-3/8'
102-3/4'
100-7/8'
87-3/8'
108-3/4'
106-7/8'
93-3/8'
114-3/4'
112-7/8'
99-3/8'
120-3/4'
118-7/8'
105-3/8'
* HEIGHTS FOR STD. THRESHOLD
DWG. NO.: 18-106D
LEGEND
—I — INSWING DOOR DETAIL
— ITEM DESCRIPTION
(see sheet 2 of 7)
PAOAUC f REVIS"
as complyiug wkb the Fk►ei*
buuNng Code
Acceptance
�n�atiott l3ste,�yp�'��,2
FRAME HEIGHT = PANEL HEIGHT + 1-7/8" STD. THRESHOLD)
FRAME HEIGHT = PANEL HEIGHT + 1-5/8" ADA THRESHOLD)
FRAME WIDTH = PANEL WIDTH + 2.8125'
S—I S—I
3 3
S 1 SSS2 SS1 E2
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).
STEPS TO USE CHARTS:
1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014/2017 FLORIDA BLDG. CODE.
2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC.
3. SELECT A DOOR SYSTEM I.E. INSWING AND TYPE OF THRESHOLD FROM SHEET 6
AND LOCK OPTIONS FROM SHEET 1.1.
4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS
ON SHEETS 1.1, 5 & 6.
THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS.
5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 & 7.1)
6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY ON SHEET 5.
7. LOWER DESIGN PRESSURE FROM LOCKS CHART, THRESHOLD TYPE, PANEL PERFORMANCE
CHART, MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND
MTG. STILE ENDS SHALL CONTROL THE ENTIRE SYSTEM.
8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE.
TYPICAL ELEVAT ON S
LH CONFIGURATIONS SHOWN
RH SIMILAR (SEE SHEET 1 FOR SIZES)
38-9/16" MAX.
TRUE
HORIZONTAL
MUNTIN
(1 OR MORE
PER DOOR OR
SIDELITE PANEL)
a
M
I
0
X OR O
OPTIONAL TRUE MUNTINS
DOOR OR SIDELITE
FRAME HEIGHT = PANEL HEIGHT + 1-7/8" (STD. THRESHOLD)
FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD)
FRAME WIDTH = PANEL WIDTH + 2-3/4"
LOCK OPTIONS AND CAPACITY
10A
10AA
10B
10C & IOCC
10 F
FRAME HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
84-3/4"
90.0
90.0
100.0
110.0
100.0
110.0
65.0
65.0
100.0
110.0
96-3/4"
90.0
90.0
100.0
110.0
100.0
110.0
65.0
65.0
90.0
90.0
108-3/4"
-
-
100.0
110.0
100.0
110.0
-
-
90.0
90.0
120-3/4"
-
-
70.0
70.0
70.0
70.0
-
-
70.0
70.0
1OA COPPER CREEK W/ WINDOOR 3 POINT
1OAA BALDWIN W/ WINDOOR 3 POINT
1OB REGENT COMMERCIAL 3 POINT
10C BALDWIN SINGLE POINT LOCK
1OCC COPPER CREEK SINGLE POINT LOCK
1OF SURFACE MOUNTED LOCK
74-1 /2" MAX.
FRAME WIDTH
WINDO R 3 POINT 12
LOCK
DD
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XX 12
RESIDENTIAL HARDWARE
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74-1/2" MAX.
FRAME WIDTH
12
CREGENTOMMERCIAL
3 POINT LOCK
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00 XX 12
COMMERCIAL HARDWARE
HINGE L❑CATI❑NS
MAX, FRAME HEIGHT
NO. REQD.
MAX. SPACING
UPT❑ 90-3/4'
3
35 1/2'
ABOVE 90-3/4' UPT❑ 120-3/4'
4
44 1/2'
DOORS WITH 3 HINGES LIMITED TO 100 PSF
HARDWARE DESCRIPTION
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LEGEND
-1 - INSWING DOOR DETAIL
❑ - ITEM DESCRIPTION
(see sheet 2 of 7)
152" MAX.
FRAME WIDTH
WINDOOR DOORS
(SEE SHEET 1)
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FIXED
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DWG. NO.: 18-106D
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL. 32832
Tel. (407) 481-8400 Fax. (407) 481-5566
product : Series 450 INSWING Doors & Sidelites
date : 10-27-06 sheet 1.1 of 7
3/16" ANN. GLASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
BULB VINYL [3/16" ANN. GLASS
CGI-382 BULB VINYL
CGI-382
/ SILICONE \
y�'J\_ GE-1200 v
DOWSIL 995
DOWSIL 899
GLASS TYPE 'A'
7/16" OVERALL LAM. GLASS
BULB VINYL
CGI-382
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
0
Of
Ld
x
w
3/16" HEAT STREN'D GLASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
r3/16" HEAT STREN'D GLASS
1/8", 3/16" OR 1/4" TEMP. GLASS
AIR SPACE
3/16" ANN. GLASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
r3/16" ANN. GLASS
GLASS TYPE 'Al'
1" OVERALL INSUL. LAM. GLASS
SILICONE
GE-1200
DOWSIL 995
DOWSIL 899
SILICONE
GE-1200
DOWSIL 995
DOWSIL 899
BULB VINYL
CGI-382
w
0
w
w
x
w
3/16" ANN. GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Trosifol PVB
By 'Kuraray Americo, Inc.'
,3/16" HEAT STREN'D GLASS
w
F-
M
04
g
0
SILICONE
GE-1200
DOWSIL 995
DOWSIL 899
GLASS TYPE ' B'
7/16" OVERALL LAM. GLASS
BULB VINYL
CGI-382
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
w
0
of
uj
x
w
1/8", 3/16" OR 1/4" TEMP. GLASS
r-AIR SPACE
3/16" ANN. GLASS
.090 ALUMINUM SHEET
1/4" PLYWOOD
.090 ALUMINUM SHEET
BULB VINYL
CGI-382
w GLAZING STOP OPTIONS
Z�
�m
iv w 639 4,754
80 m0 0)w m.065 80xw
--34SILICONE 778 L .744
GE-1200
DOWSIL 995 DOWSIL 899 CGI-375 CGI-504 CGI-515
7/16" OVERALL COMPOSITE PANEL
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
r3/16" HEAT STREN'D GLASS
GLASS TYPE '81'
1" OVERALL INSUL. LAM. GLASS
GLAZING OPTIONS
.090 ALUMINUM SHEET
3/4" PLYWOOD
.090 ALUMINUM SHEET
BULB VINYL
CGI-382
SILICONE SILICONE
GE-1200 GE-1200
DOWSIL 995 DOWSIL 995
DOWSIL 899 DOWSIL 899
1" OVERALL COMPOSITE PANEL
617
Co
m 050
.754 I�
CGI-396
1 672
L
m 19,080
N
a?
742 -
CGI-519
DOORS AND SIDELITES CAN BE GLAZED USING
SQUARE OR OGEE GLAZING BEADS/ADAPTERS
PRODUC r REvaM&
as complying with the Flori&
IA"ng Cwie
AocepteaeeNo W-0726-0�-
Ifi+3*atitwt Date 1 t�1 q ( &I
e
DWG. NO.: 1 8-106D
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL. 32832
Tel. (407) 481-8400 Fax. (407) 481-5566
product : Series 450 INSWING Doors & Sidelites
date : 10-27-06 1 sheet 1.2 of 7
B L L
OF MATERIALS
D1
HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL
WINDOOR 4-1/2" X 4" HINGE IN ALUMINUM
TEM
DESCRIPTION
SECURED WITH (8) #12-24 X 1/2" F.H. M.S.
(3 PER PANEL UP TO 7'-6 3/4" HIGH)
10
#12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION)
(4 PER PANEL OVER 7'-6 3/4")
2A
3/8-16 FULLY THREADED CONTINUOUS ROD
12
WINDOOR FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED
TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH
27B
3/8-16 HEX NUT
#8 X 1/2" PH SMS.
2C
1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE
13
SEE SHEET 1.2 FOR GLAZING OPTIONS
33]
SHEAR CLIP (EXT. NO. 506)
14
SILICONE GE-1200, DOW 995, DOW 899
FT]DOUBLE
9/32" DIA. JAMB INSTLL. HOLES AT
6" FROM ENDS & 24" O.C. MAX.
50
9/32" DIA. HEAD & SILL INSTLL. HOLES AT
F17
1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM
6" FROM ENDS, 3 @ CENTER OF PAIRS
TAPE WITH ONE SIDE ADHESIVE
SPACED 6" O.C. & 24" O.C. MAX.
18
PLASTIC WEEP BAFFLE
S
#10 X 1" PH —PH —SS TEKS SCREW, @ 3" & 7"
19
7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL
FROM ENDS & 19-3/8" O.C. MAX.
ANGLE ADAPTOR
7M
#14 X 3/4" HEX HEAD S/S TEKS SCREW AT
6" FROM ENDS & 24 3/16" O.C. MAX.
®
.320
HIGH
WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032)
9 1
.350
HIGH
FOAM—TITE WEATHERSEAL (AMESBURY # 32011)
EXT. _
10
ACTIVE PANEL
LOCK
OPTIONS (SEE SHEET 1.1 FOR LIMITS)
EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514,
515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063—T6.
375, 396, 505, 508, 511 EXTRUSIONS ARE 6063—T5.
10A
WINDOOR CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) WINDOOR CUSTOM
END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS,
(1) WINDOOR CUSTOM INTERIOR LINKAGE MECHANISM,
(1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410.
10A7A
WINDOOR CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) WINDOOR CUSTOM
END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS,
(1) WINDOOR CUSTOM INTERIOR LINKAGE MECHANISM,
(1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780.
1 BB
REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK.
10C
SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200.
10CC
SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410.
—
.70592
10F
WINDOOR CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH WINDOOR END BOLTS AT
=�
1 �9 2018
ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT.
gr
- . w.
® • STATE OF �q2
����aF<ORIDP. •�����
PRODI IC IF REYierI
as cmplying with the F ti&
bukKag Cate
AoeepwuceNo �LLF—O`1'Z.6'U)
hate_ a 1,;n_
DWG. NO.: 1 8-106D
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL. 32832
Tel. (407) 481-8400 Fax. (407) 481-5566
product : Series 450 INSWING Doors & Sidelites
date : 10-27-06 1 sheet 2 of 7
4.
CGI-507
DOOR FRAME HEAD/SILL
CGI-509
FRAME JAMB/MULLION
4.
CGI-510
SIDELITE MULLION
.465
.075
11.063 ��
CGI-508
FRAME COVER
58
931
1.873
12
.062
CGI-511
JAMB COVER
r1.1021
1.918
E-125
CGI-503
NARROW SIDELITE STILE
CGI-505
ASTRAGAL
1.844 --{
075
.7
.125
5.777
38
7.312
CGI-501
BOTTOM RAIL
CGI-502
JAMB/LOCK/SIDELITE STILE
4.
CGI-500A
TOP RAIL
188
500
CGI-540
4.000
SADDLE THRESHOLDS
)2
1.918
1.844 —j
.125
3.277
CGI-514
HORIZONTAL MUNTIN
w
FYI �fj�,���i
_ �
ACENSF'•.
0.70592
Of
TATE OF
'CORIOP.•��R
�nM�ll_v..���
.639 652
.080 OD
m co OD OD
Cu 080
ono .065 CQ m 4
.778 .754 744
CGI-375 CGI-504 CGI-515
—{ ,617 r 1672 r
co co
080
m ,050 Cu 19
754 F2L
CGI-396 CGI-519
PRODUC i RBYIM
as,MPwug with tw FWO*
ceding Code
Acceptam No / -b 26.0 S`
C06«W
DWG. NO.: 18-106D
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL. 32832
Tel. (407) 481-8400 Fax. (407) 481-5566
product : Series 450 INSWING Doors & Sidelites
date : 10-2706 T sheet 2.1 of 7
ry
0
ry
w
x
w
Keyed
Cylinder/Deadbol
Assy.
TOP SECTION
(BOTTOM SIN
WINDOOR CUSTOM
3—POINT LOCK
x 3/4" PH SMS
FI
ikage Assy.
nection
Vheel
0
W
x
w
Bolt
Housing
3/4" PH SMS
Threaded
Rod
ry
0
w
#8 x 1 /2" PH MS w
Flushbolt
Activator
TOP SECTION SHOWN
(BOTTOM SIMILAR)
F-127 Flushbolts (Inactive Panel)
Keyed
Cylinder
Deadbo
Assemb
Actua
Arrr
REGENT 3 POINT
COMMERCIAL LOCK
1 /2"
— Bolt Tip
#10 x 3/4" PH SMS
-tuator
Arm
Bolt Housing
i x 3/4" PH SMS
x
0
Of
w
x
w
TOP SECTION SHOWN
(BOTTOM SIMILAR)
SURFACE MOUNT SLIDE BOLT
WITH BALDWIN DEAD BOLT
0 x 3/4" FH SMS
Surface Mounted
Activator
pgoDUCf REN'Isfia
DWG. NO.: 18-106D
1X4 PT WOOD
SEE NOTE BELOV
x
N X Q
¢
75
X
Q
N
co
1/4" DIA. ULTRACON
3 KSI CONC E z n ® 6" FROM ENDS AND 24" O.C.
I g u l l (INTERMEDIATE & SINGLE UNIT ANCHOR
I I m I SEE EET 7.1 FOR DOUBLE DOOR 1/4" DIA. ULTRAN
GE D T. III' \ w I I 1, MEE NG STILE ANCHORS SEE SHEEjII 17
d N. EDCV DiST.I I I I
I l i KSI C
2T
SEE NON ETE
I I I I
X4 PI 11"
y� I MIN.
,i
M
CQ
H — .125
#12 SCREWS
3/ END
ire
w
co
a-
0
it
W
f-
X
W
125 �I
SHEETS 2.2
BOLT ENGAGEMENT
OPTIONAL
SQUARE GLAZING
D N
TYPICAL JAMB ANCHORS
1/4" DIA. ULTRACON w
� 6" FROM ENDS AND �
19-3/8" O.C. FOR LOADS UPTO 70 PSF p
14-1/2" O.C. FOR LOADS ABOVE 70 PSF
2-1/2" MIN. EDGE DIST.
� 2X4 PT WOOD
INTERIOR
� .150
1/4" MAX.
SHIM1,250
1X4 PT WOOD
E BEDD
OPTIONAL p
INSTALLATION
-�J�jINTO 2X4 PT WOOD
4.562
7 — -- — —
_ TYPICAL JAMB ANCHORS
1/4" DIA. ULTRACON
6" FROM ENDS AND
19-3/8" O.C. FOR LOADS UPTO 70 PSF
14-1/2" O.C. FOR LOADS ABOVE 70 PSF
11
125 J 509
FRAME WIDTH
PANEL WIDTH
1]
4.852 -
.125
H� III
502
1 y I
141
SEE SHEET 1.2 p 2-1/2 EDGE DIST.
( ) 509 EMBEDMENT INTO 2BY WOOD BUCK = 1-1/2"
1/4" DIA. ULTRACON
OPTIONAL INSTALLATION
INTO 2X4 PT WOOD
SEE NOTE BELOW
NOTE: 1X OR 2X WOOD BUCKS NOT BY WINDOOR
1 4" DIA. ULTRACON MUST BE PROPERLY SECURED AND
s" FROM ENDS AND 24" O.C. MUST SUSTAIN LOADS IMPOSED
(I TERMEDIATE & SINGLE UNIT ANCHORS)
S E SHEET 7.1 FOR DOUBLE DOOR BY GLAZING SYSTEM.
MEETING STILE ANCHORS
EDGE DIST. �z 3 KSI CONCRETE
M w I I
I I
l�J
NOTE:
ALL JAMB ANCHOR CONDITIONS SHOWN ON
SHEETS 3, 4 AND 5 MAY BE DIRECTLY
TO MASONRY WITH 1/4" MAX. SHIM SPACE
WITHOUT VARIATION IN CAPACITY.
14
504
13 OR 716
375
2C TYPICAL PANEL ASSEMBLY
zc TYPICAL PANEL ASSEMBLY
FA TYPICAL PANEL ASSEMBLY
EXTERIOR
wk aomplyin with the Floradt
hVWi@g Cede
A,oeepWce No /9-^ DS C7' -D i
DWG. NO.: 18-106D
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL. 32832
Tel. (407) 481-8400 Fax. (407) 481-5566
product : Series 450 INSWING Doors & Sidelites
date : 10-27-06 1 sheet 3 of 7
-----
INTERIOR
---- - 12 @ TOP & BOTTOM
.675
OF INACTIVE PANEL
III 8
I
C� III
ACTIVE
INACTIVE
502
"
502 EXTERIOR
.688
505
________
1.250
LOCK OPTIONS
9
SEE SHEET 1.1
ASTRAGAL READ. FOR
WATER RESISTANT DOORS WITH SILL S-1
A
ONLY
LOCK STILES
WITH WATER
RESISTANCE
-----
INTERIOR
-------- 12 @ TOP & BOTTOM
.675
OF INACTIVE PANEL
IIII g
IIII
_-
ACTIVE
INACTIVE
502
502 EXTERIOR
.688
----- --
LOCK OPTIONS
SEE SHEET 1.1
A
LOCK STILES WITHOUT WATER RESISTANCE
0s aoupkiog Frith the 8o'r
wog Cede
Ware No Jf,-
glahwd q oste—U4 - -
�'—
DWG. NO.: 1 8-1 06D
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL. 32832
Tel. (407) 481-8400 Fax. (407) 481-5566
product : Series 450 INSWING Doors & Sidelites
date : 10-27-06 1 sheet 3.1 of 7
DOOR PANEL WIDTH
THIS SILL IS
NOT RATED
FOR WATER 1.844
SS1
ADA SADDLE
EXTERIOR
SWEEP --\
188
.500
11
502
III
MULLION
SEALANT
4.812 —
1--A-1 502
FO IJ 1•-1/4"'•MIN.
o SMALL SIDELITE
STILE (EXT. 503)
AT SIDELITES
511 511 1'-6" WIDE OR
I I—1250-- SMALLER.
Imo— 2.878
EXTERIOR @ DS—I 1X4 PT WOOD
SEE NOTE SHEET 3
DOOR FRAME WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH
SDJ-I
0
Ln
e
125
N
M
RESIDENTIAL SADDLE
4" WIDE SADDLE
THRESHOLD
540 EXTERIOR
5/16" DIA. ULTRACON
1-3/4" MIN. EMBED
2-1 /2" MIN. EDGE DIST.
CAD 6' FROM ENDS & 24" O.C. 080
AND 3" O.C. AT MTG. STILE LOCATION
SEE SHEET 7.1 FOR CAPACITY
3 SI CONCRETE
d
1.918
r.125
1/4" DIA. ULTRACON
1-3/4" MIN. EMBED
® 6' FROM ENDS & 24" O.C.
AND 3" O.C. AT MTG. STILE LOCATION
SEE SHEET 7.1 FOR CAPACITY
REFER TO SHEET 2 OF 7 FOR
TYPICAL BILL OF MATERIALS
6 CONCRETE
N.
SIDELITE PANEL WIDTH 1/4"
SHIM
1.250
.675 502 CONCRETE
I� OR
II MASONRY
u .1
0
125
EMBED
4.562
— --
TYPICAL JAMB ANCHORS
6 0 1/4" DIA. ULTRACON
w ® 6" FROM ENDS AND
19-3/8" O.C. FOR LOADS UPTO 70 PSF
w 14-1/2" O.C. FOR LOADS ABOVE 70 PSF
D 2-1/2" MIN. EDGE DIST.
D
MT3.
DWG. NO.: 1 8-1 06D
WInDoor, Inc.
7500 Amsterdam Drive
Orlando, FL. 32832
Tel. (407) 481-8400 Fax. (407) 481-5566
product : Series 450 INSWING Doors & Sidelites
date : 10-27-06 sheet 4 of 7
SEALANT
4,812 4,812
675 502 502 675
F
4 III 6 1 6 1.918 III
y ti
L
125 L
c
L
MULLION TYPE 1
WIDE STILE -WIDE STILE
SIDELITE PANEL WIDTH
INSWING DOOR SIMILAR
1 675
//
4.B12 -
502
MULLION TYPE 2
WIDE STILE -NARROW STILE
SIDELITE PANEL WIDTH
INSWING DOOR SIMILAR
503
MULLION TYPE 3
NARROW STILE -NARROW STILE
SIDELITE PANEL WIDTH
- 00
Ln 1 7
511 511
SIDELITE PANEL WIDTH
1.250
SS -I DS-I EXTERIOR
1.06 .688
u
0) - 0
L0 7
511 511 SIDELITE PANEL WIDTH
1.250
De
EXTERIOR
503
rnW1.250
0Ln
511SIDELITE PANEL WIDTH
SS -I EXTERIOR
//
\\
2
w
LLJ
z
/
rl
Ll
L
FIXED
FIXED
PANEL WIDTH
PANEL WIDTH
PANEL WIDTH
PAtIDTH
1.250
WIDTH (W) = DOOR PANEL 2 FIXED PANEL + 1.250
LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET 6
OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL
P*ODU f "VIS"
,as complying with *9 FbV46
bwAng Cade O
vzvbud ce No,
I
REFER TO SHEET 2 OF 7 FOR
TYPICAL BILL OF MATERIALS
MULLION PERFORMANCE CHART
DESIGN LOAD CAPACITY - PSF
NOMINAL DIMS.
MULL
TYPE 1
MULL
TYPE 2
MULL
TYPE 3
WIDTH (W)
FRAME HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
1/6
2/0
2/6
3/0
3/6
82-3/4"
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
-
-
100.0
110.0
100.0
110.0
-
-
94.2
94.2
70.0
70.0
-
-
1/6
2/0
2/6
3/0
3/6
84-3/4"
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0 1
110.0
-
-
100.0
110.0
100.0
110.0
-
-
94.2
94.2
-
-
-
-
1/6
2/0
2/6
3/0
3/6
90-3/4"
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
70.0
70.0
100.0
110.0
100.0
110.0
-
-
100.0
110.0
70.0
70.0
-
-
94.2
94.2
-
-
-
-
1/6
2/0
2/6
3/0
3/6
96-3/4"
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
70.0
70.0
100.0
110.0
100.0
110.0
-
-
100.0
110.0
-
-
-
-
59.9
59.9
-
-
-
-
1/6
2/0
2/6
3/0
3/6
102-3/4"
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
-
-
100.0
110.0
99.1
99.1
-
-
97.7
97.7
-
-
-
-
59.9
59.9
-
-
-
-
1/6
2/0
2/6
3/0
108-3/4"
100.0
110.0
100.0
110.0
100.0
110.0
100.0
110.0
100.0
103.0
-
-
97.0
97.0
70.0
70.0
-
-
81.9
81.9
-
-
-
-
1/6
2/0
2/6
3/0
114-3/4"
70.0
70.0
70.0
70.0
100.0
110.0
70.0
70.0
70.0
70.0
-
-
70.0
70.0
-
-
-
-
69.4
69.4
-
-
-
-
1 /6
2/0
2/6
3/0
120-3/4"
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
-
-
70.0
70.0
-
-
-
-
59.3
59.3
-
-
-
-
DWG. NO.: 18-106D
WinDoor, Inc.
7500 Amsterdam Drive
Orlando, FL. 32832
Tel. (407) 481-8400 Fax. (407) 481-5566
product : Series 450 INSWING Doors & Sidelites
date : 10-27-06 1 sheet 5 of 7
PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES
(NARROW STILE SIDELITES LIMITED TO 18" OR LESS)
DESIGN LOAD CAPACITY - PSF
NOMINAL DIMS.
GLASS TYPE 'A'
7/16" COMPOSITE PANELS
I" COMPOSITE PANELS
GLASS TYPE 'Al'
GLASS TYPES
'B' & 'BV
FRAME WIDTH
(X)
FRAME WIDTH
(XX)
FRAME
HEIGHT
EXT. (+)
INT, (-)
EXT, (+)
INT, (-)
EXT, (+)
INT, (-)
26-9/16'
32-9/16'
38-9/16'
44-9/16'
50-1/2'
62-1/2'
74-1/2'
86-1/2'
82-3/4'
100.0
110.0
70.0
70.0
90.0
90.0
10010
110.0
70,0
70.0
90,0
90,0
100.0
110.0
70.0
70.0
90.0
90.0
94.2
94.2
70.0
70,0
90,0
90.0
26-9/16'
32-9/16'
38-9/16"
44-9/16'
50-1/2'
62-1/2'
74-1/2'
86-1/2'
84-3/4'
100.0
11010
70.0
70,0
90.0
90.0
100.0
11010
70.0
70.0
9010
90.0
100.0
110.0
70.0
70.0
90.0
90.0
94.2
94.2
70.0
70.0
90.0
9010
26-9/16'
32-9/16'
38-9/16'
44-9/16'
50-1/2'
62-1/2'
74-1/2'
86-1/2'
90-3/4'
100.0
110.0
70.0
70.0
90.0
9010
100.0
11010
70,0
70.0
90,0
90.0
100.0
110.0
70.0
70.0
90.0
90.0
94.2
94.2
70.0
70.0
90.0
9010
26-9/16'
32-9/16'
38-9/16'
44-9/16'
50-1/2'
62-1/2"
74-1/2'
86-1/2'
96-3/4"
100,0
110.0
70.0
70.0
90.0
90.0
10010
110,0
70.0
70.0
90.0
90.0
100.0
110.0
70.0
70.0
9010
90.0
59.9
59.9
70,0 x
70.0 x
-
-
26-9/16'
32-9/16'
38-9/16'
44-9/16'
50-1/2'
62-1/2'
74-1/2'
86-1/2'
102-3/4'
100.0
110.0
70.0 x
70.0 x
-
-
10010
110.0
70.0 x
70.0
-
-
100.0
110.0
70.0 x
70.0
-
-
59.9
59.9
70.0
70.0
-
-
26-9/16'
32-9/16'
38-9/16"
50-1/2'
62-1/2'
74-1/2'
108-3/4'
10010
110.0
70.0
70,0
-
-
100.0
110.0
70.0
70,0
-
-
10010
110.0
70.0 x
70.0 x
-
-
26-9/16'
32-9/16'
38-9/16'
50-1/2'
62-1/2'
74-1/2'
114-3/4'
70.0
70.0
70.0 x
70.0 x
-
-
70.0
70.0
70.0 x
70.0 x
-
-
70.0
70.0
70.0 x
70,0
-
-
26-9/16'
32-9/16'
38-9/16"
50-1/2'
62-1/2'
74-1/2'
120-3/4'
70.0
70.0
70.0 x
70.0
-
-
70,0
70.0
70.0 x
70,0 x
-
-
70,0
70.0
70,0 x
70,0 x
-
-
LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
LIMIT EXT.(+) LOADS TO 50.0 PSF FOR THRESHOLD S-I WHERE WATER INFILTRATION RESISTANCE IS
REQUIRED. THRESHOLD SS1 & SS ARE NOT RATED FOR WATER INFILTRATION.
M/
DF
C
C
L
L
L
INSWING
E WIDTH. FRAME
c�
_
i
�
CCD
_
`
2
w
_
w
_
W
\�
w
w
0
Q
0
0-
0
FRAME WIDTH
c�
w
w
a
Lr
w
0
0
0
* GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE
TRUE MUNTIN.
NOT RATED
FOR WATER
RESISTANCE
SS1
INSWING (SADDLE)
NOT RATED
FOR WATER
RESISTANCE
SS
39
RESIDENTIAL (SADDLE)
i
i%
PANEL WIDTH
PANEL WIDTH
LT171 0
PARTIAL COMPOSITE PANEL
OR GLASS
APPLICABLE TO DOOR/SIDELITE
I
0
LD
Z M00 Lp
Z 01
ko
3 � t4 �
F W Z
Q g . N a
IL Q w I
00` o D-
Qd ; N O
lQL � U.
0 U)
v W e•I
Q►0-M� o
pIt IL 0 o .°�
yy0 O to
N
Q W :3 u.
�L Z U) - O
0to0< .
Q W 01 F
to
LLJ (D
w I
0
a in
o �
z o
o
X
�
� N
E°a
FOR
SINGLE
OR
DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY
N
U
SEE
CHART
ON
THIS SHEET
z
co
I
SEE
BELOW
FOR THRESHOLD TYPES
oU)
U)
"
SEE
SHEET
1.1
FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS
0 Q
SEE
SHEET
5 FOR
MULLION TYPES AND DESIGN LOAD CAPACITY
LO
0
o o
o
SEE
CHART
ON
SHEET 7 FOR MULLION ANCHORS CAPACITY
E
o
SEE
CHART
ON
SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR.
ul
o
-
-
LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY.
PIP.
�CENSte •;® �i
i
. 705M
NOTE: ADA
GLASS CAPACITIES ON THIS SHEET ARE®�• ATE OF �q;
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
F�ORIDP.•®��
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
ft- o t c F JMVINCO
as
�ddin9P� whe
ky tt
etNo
Arte - 0 A-05
drawing no.
1 8-106C
sheet 6 of 7
SIDELITE MULLION
ANCHORS
SEE CHART THIS SHEET
24" MAX.
INTERMEDIATE
ANCHORS
HEAD/SILL
CLUSTER OF HEAD ANCHORS
3, 4 OR 6
MTG. STILE ANCHORS (3) 2 AT SIDELITE 1 AT DOOR
SEE SHEET 7.1 (4) 2 AT SIDELITE 2 AT DOOR
3" MIN. (6) 3 AT SIDELITE 3 AT DOOR
P SEE CHART FOR CAPACITY
Ty
ANCHOR
SPACING
m i l l 's I
-
DS-44
FIXED
PANEL WIDTH
1.250
-_T
F
0
w
w x
_
w
N
a
a J
w
�0
�o^m d
Via-
\O d
M
i mQ
rn
d V)
O
J
0
J
I t l l I I; I ll I I I I
_ CLUSTER OF SILL ANCHORS
3OR4
FIXED (3) 2 AT SIDELITE 1 AT DOOR
PANEL WIDTH PANEL WIDTH PANEL WIDTH (4) 2 AT SIDELITE 2 AT DOOR
SEE CHART FOR CAPACITY
1,250
WIDTH (W) = DOOR PANEL 2 FIXED PANEL + 1.250
ANCHORS:
TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY WOOD BUCKS INTO CONCRETE AT HEAD
1-1/4" MIN. EMBED INTO CONCRETE
DIRECTLY INTO CONCRETE
1-1/4" MIN. EMBED INTO CONCRETE
EDGE DISTANCES
INTO CONCRETE = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS
INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS
AND 24" O.C. AT HEAD/SILL.
TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY WOOD BUCKS INTO CONC./HOLLOW BLOCK
1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY
DIRECTLY INTO CONCRETE
1-1/4" MIN. EMBED INTO CONCRETE
EDGE DISTANCES
INTO CONCRETE = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE AT HEAD OR SILL
1-3/4" MIN. EMBED INTO CONC.
EDGE DISTANCES
INTO CONCRETE = 2-1/2" MIN.
TYPE 'D'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE AT ADA SILL
1-3/4" MIN. EMBED INTO CONC.
EDGE DISTANCES
INTO CONCRETE = 2-1/2" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
AT JAMBS
MULLION ANCHORS AT SIDELITES
DESIGN LOAD CAPACTY-PSF
NOMINAL DIMS.
TYPE 'B' AT HEAD
TYPE 'C' AT HEAD
TYPE 'C' AT S-I & SS2 SILL
TYPE VAT HEAD
TYPE 'D' AT SS1 SILL
WIDTH
(W)
FRAME
HEIGHT
CLUSTER OF
3 ANCHORS
CLUSTER OF
4 ANCHORS
CLUSTER OF
6 ANCHORS
CLUSTER OF
3 ANCHORS
CLUSTER OF
4 ANCHORS
CLUSTER OF
3 ANCHORS
CLUSTER OF
4 ANCHORS
2/0
106.7
110.0
110.0
110.0
110.0
110.0
110.0
2/6
86.2
110.0
110.0
110.0
110.0
110.0
110.0
3/0
82-3/4'
72.3
96.4
110.0
109.3
110.0
101.0
110.0
3/6
62.3
83.0
110.0
94.2
110.0
87.0
110.0
2/0
104.2
110.0
110.0
110.0
110.0
110.0
110.0
2/6
84.2
110.0
110.0
110.0
110.0
110.0
110.0
3/0
84-3/4'
70.6
94.1
110.0
106.7
110.0
98.7
110.0
3/6
60.8
81.1
110.0
91.9
110.0
85.0
108.7
2/0
97.3
110.0
110.0
110.0
110.0
110.0
110.0
2/6
78.6
104.8
110.0
1 110.0
110.0
109.8
110.0
3/0
90-3/4'
65.9
87.9
110.0
99.7
110.0
92.1
110.0
3/6
56.8
75.7
110.0
85.9
110.0
79.4
101.5
2/0
91.2
110.0
110.0
110.0
110.0
110.0
110.0
2/6
73.7
98.3
110.0
110.0
110.0
103.0
110.0
3/0
96-3/4'
61.9
82.5
110.0
93.5
110.0
86.4
110.0
3/6
53.3
71.0
106.5
80.5
107.4
74.4
95.2
2/0
85.9
110.0
110.0
110.0
110.0
110.0
110.0
2/6
69.4
92.6
110.0
104.9
110.0
97.0
110.0
3/0
102-3/4'
58.2
77.7
1 110.0
88.0
1 110.0
81.4
104.1
3/6
50.2
66.9
100.3
75.8
1D1.1
70.1
89.6
2/0
81.2
108.2
11D.0
110.0
110.0
110.0
110.0
2/6
108-3/4'
65.6
87.5
110.0
99.2
110.0
913
110.0
3/0
1
55.0
73.4
110.0
1 83.2
110.0
76.9
98.3
2/0
76.9
102.6
110.0
110.0
110.0
107.5
110.0
2/6
114-3/4'
62.2
82.9
110.0
94.0
110.0
86.9
110.0
3/0
52.2
69.5
104.3
78.8
105.1
72.9
93.2
2/0
73.1
97.5
1 11 D.0
110.0
110.0
102.2
110.0
2/6
120-3/4'
59.1
78.8
110.0
89.3
110.0
82.5
105.6
3/0
1
49.6
66.1
99.1
1 74.9
1 99.9
69.2
88.6
LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
LIMIT EXT.(+) LOADS TO 50.0 PSF FOR THRESHOLD S-I WHERE WATER INFILTRATION RESISTANCE IS
REQUIRED. THRESHOLD SS1 & SS ARE NOT RATED FOR WATER INFILTRATION.
MAX.
Dp. _ +50.0
NOT RATED
FOR WATER
NOT RATED
FOR WATER
PSF
RESISTANCE
RESISTANCE
S-I
SS1
SS
O
�
Of
O
cr
LJ
ANCHOR w
ANCHOR Li
w
TYPE 'C' x
TYPE 'D' x
x 507
w
w
wry
INSWING �I
FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY
SEE CHART ON SHEET 6.
SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS
SEE BELOW FOR THRESHOLD TYPES
SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY
SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY
SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR.
LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY.
ANCHOR
TYPE 'C'
RESIDENTIAL (SADDLE)
0. 70592
,a
?0 ' STATE OF �q2�
Amonum REVIm
m•coptymg wfh dw nuft
a mir,dm ii;is� S
.8y lSk.. 1.
Lic
pl&
3
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0
Z M o �I
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O W N v O
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O
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Q W M rL H
X
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C) N
CD PO
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E
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drawing no.
18-106
sheet 7 of 7
24" MAX.
INTERMEDIATE
ANCHORS
HEAD/SILL
I I
/
/
/
/
/
/
/
/
\
\
\
\
24" MAX
INTERMEDIATE
ANCHORS
HEAD/SILL
6"
DOUBLE DOOR HEAD/SILL
24" MAX.
MTG. STILE ANCHORS
SEE CHART AT RIGHT
INTERMEDIATE
ANCHORS
HEAD/SILL
3" MIN. TYP.
6"
ANCHOR SPACING
F
/
\
\
LO
w
/
\
ao
a
\ //
// / ao ao
-ao
DO a_ boa
o
`\
�� Boa
//
�Q
\\
I
�0 �Q
-�QO
J �
// a
\\ J �
//
I I I
PANEL WIDTH
SINGLE DOOR OR SIDELITE
PANEL WIDTH I PANEL WIDTH
DOUBLE DOOR
MULLION ANCHORS
AT SIDELITE MULLION ANCHORS
SEE SHEET 7 DOUBLE DOOR AT SIDELITE
MTG. STILE ANCHORS SEE SHEET 7
SEE SHEET CHART
THIS SHEET
3" MIN.
TYP.
ANCHOR
SPACING �
MTG. STILE ANCHORS AT DOUBLE DOORS
DESIGN LOAD CAPACTY-PSF
NOMINAL DIMS.
TYPE 'B' AT HEAD
TYPE 'C' AT HEAD
TYPE 'C' AT S-I & SS2 SILL
TYPE 'C' AT HEAD
TYPE 'D' AT SS1 SILL
FRAME
WIDTH
(XX)
FRAME
HEIGHT
CLUSTER OF
3 ANCHORS
CLUSTER OF
4 ANCHORS
CLUSTER OF
5 ANCHORS
CLUSTER OF
3 ANCHORS
CLUSTER OF
4 ANCHORS
CLUSTER OF
3 ANCHORS
CLUSTER OF
4 ANCHORS
5 0 -1/ 2'
106.7
110.0
110.0
110.0
110.0
110.0
110.0
62-1/2'
86.2
110.0
110.0
110.0
110.0
100.7
110.0
74-1/2'
82-3/4'
72.3
96.4
110.0
109.3
110.0
84.5
110.0
86-1/2'
62.3
83.0
103.8
94.2
110.0
72.8
97.0
50-1 / 2'
104.2
110.0
110.0
110.0
110.0
110.0
110.0
62-1/2'
84.2
110.0
110.0
110.0
110.0
98.4
110.0
74-1/2'
84-3/4'
70.6
94.1
110.0
106.7
110.0
82.5
110.0
86-1/2'
60.8
81.1
101.4
91.9
110.0
71.1
94.8
50-1/2'
97.3
110.0
110.0
110.0
110.0
110.0
110.0
62-1/2'
78.6
104.8
110.0
110.0
110.0
91.9
110.0
74-1/2'
90-3/4'
65.9
87.9
109.9
99.7
110.0
77.1
102.7
86-1/2'
56.8
75.7
94.7
85.9
110.0
66.4
88.5
50-1/2'
91.2
110.0
110.0
110.0
110.0
106.6
110.0
62-1/2'
73.7
98.3
110.0
110.0
110.0
86.2
110.0
74-1/2'
96-3/4'
61.9
82.5
103.1
93.5
110.0
72.3
96.4
86-1/2'
53.3
71.0
88.8
80.5
107.4
62.3
83.0
50-1/2'
85.9
110.0
110.0
110.0
110.0
100.4
110.0
62-1/2'
69.4
92.6
110.0
104.9
110.0
81.1
108.2
74-1/2'
102-3/4'
58.2
77.7
97.1
88.0
110.0
68.1
90.7
86-1/2'
1 50.2
66.9
83.6
75.8
101.1
58.6
78.2
50-1/2'
81.2
108.2
110.0
110.0
110.0
94.9
110.0
62-1/2'
108-3/4'
65.6
87.5
109.3
99.2
110.0
76.7
102.2
74-1/2'
55.0
73.4
91.7
83.2
110.0
64.3
85.7
50-1/2'
76.9
102.6
110.0
1 110.0
110.0
89.9
110.0
62-1/2'
114-3/4'
62.2
82.9
103.6
94.0
110.0
72.6
96.9
74-1/2'
52.2
69.5
86.9
78.8
105.1
60.9
81.3
50-1/2'
73.1
97.5
110.0
110.0
110.0
85.4
110.0
62-1/2'
120-3/4'
59.1
78.8
98.5
89.3
110.0
69.0
92.0
74-1/2'
49.6
66.1
82.6
74.9
99.9
57.9
77.2
am
Li
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Anqmuft
am
Ll
0
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Pfudm'tGbnrea!
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SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS
FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD
CAPACITY SEE CHART ON SHEET 6.
SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS
SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY
SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY
SEE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR.
LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY.
FIXED FIXED MEETING STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS
PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH
INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS
1.250 1.250 AND 24" O.C. AT HEAD/SILL.
Illllirl■um-m-FIRM
1
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drawing no.
18-106
sheet 7.1 of
.WS
=ND
9
! aaa1 MODUC f REV04W
RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION ,�� � A -
lsew&; Code
Aceepwace No 2L•p f'
E.zpiratataa Date2
12 SCREWS (�,..s�.
3/ END �'p�t
#12 SCREWS
2/ LEG
SS1
ADA SILL CORNER DETAIL
#12 SCREWS
2/ LEG
2 X 2 X 1 /4"
ALUM ANGLE
,
INTERIOR
/
is ---I)
STD. SILL CORNER DETAIL
GENSE
.70592
9 2019
.�®' • STATE OF �/2�•
EXTERIOR
�� C1
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drawing no.
18-106
sheet 7.2 of 7
MIAMI•�AQE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildin2
CGI Windows and Doors, Inc.
3780 W 1041 Street
Hialeah, FL 33018
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 "450 - Transom" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 450PW1-NOA, titled 11450 Aluminum Transom Window (LM)",
sheets 1 through 5 of 5, dated 06/12/20, with revision A dated 06/11/20, prepared by manufacturer, signed and
sealed by Anthony 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 NOA# 17-1011.16 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4, E-5
and E-6, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0722.17
Expiration Date: November 19, 2021
Approval Date: October 15, 2020
f100 Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.98-0608.21 and 03-0422.03)
2. Drawing No. W98-38, titled Series "Transom Lites for Swing Doors", sheets 1
through 5 of 5, dated 05/02/98, with revision M dated 01/23/18, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No.17-1011.16)
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(&
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No.15-0512.14)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No.15-0512.14)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No. 15-0512.14)
Manuel Perez, P.E.
Product Control Ex n r
NOA No. 20- 722.1
Expiration Date: November 19, 1
Approval Date: October 15, 2020
E - 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
B. TESTS (CONTINUED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an outswing aluminum
door, prepared by Architectural Testing, Inc., Test Report No. ATI-B5234.03-450-18,
dated 12/13/11, signed and sealed by Vinu J. Abraham, P.E. (For reference only)
(Submitted under NOA No. 11-1110.02)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of a series 450 aluminum
swing door w/sidelites and transom, prepared by Hurricane Testing Laboratory, Inc.,
Test Report No. HTL-0080-0304-11 dated 08/03/11, for specimens #1 through #15,
signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 11-1110.02)
6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0402-
02, dated 4/1/02, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 03-0422.03)
7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum in/outswing
door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-
912-97, dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 5A, 513 and 5C, signed and
sealed by Timothy S. Marshall, P.E.
(Submitted under NOA No. 98-0608.21)
Manuel Perez, P.E.
Product Control Ex n r
NOA No. 20- 722.1
Expiration Date: November 19, 1
Approval Date: October 15, 2020
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
B. TESTS (CONTINUED)
8. Tensile Test prepared by Metallurgical, Inc., Report No. 8CM-709, dated 04/02/98, for
aluminum samples, tested per ASTM E-8, signed and sealed by Frank Grate, P.E.
(Submitted under NOA No. 98-0608.21)
9. Tensile Test prepared by Metallurgical, Inc., Report No. 8CM-709, dated 10/02/98, for
aluminum samples, tested per ASTM E-8 and Spectrographic analysis per ASTM E-
415, signed and sealed by Frank Grate, P.E.
(Submitted under NOA No. 98-0608.21)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6`
Edition (2017), dated 10/07/14, updated on 09/19/17 and 01/24/18, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 17-1011.16)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 09/07/ 17, expiring on 12/ 11 / 18.
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
Manuel Perez, P.E.
Product Control Ex m r
NOA No. 204722.1
Expiration Date: November 19, 1
Approval Date: October 15, 2020
E-3
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5t' Edition (2014), with FBC 6"
Edition (2017), and of no financial interest, dated September 20, 2017, issued by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No.17-1011.16)
2. Laboratory compliance letter for Test Report No. ATI-B5234.03-450-18, issued by
Architectural Testing, Inc., dated 12/13/11, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. I1-1110.02)
3. Laboratory compliance letter for Test Report No. HTL-0080-0304-11, issued by
Hurricane Test Laboratory, Inc., dated 08/03/11, signed and sealed by Vinu J. Abraham,
P.E.
(Submitted under NOA No. I1-1110.02)
4. Laboratory compliance letter for Test Report No. HTL-0080-0402-02, issued by
Hurricane Test Laboratory, Inc., dated 11/26/02, signed and sealed by Vinu J. Abraham,
P.E.
(Submitted under NOA No. 03-042Z 03)
5. Laboratory compliance letter for Test Report No. HTL-0080-912-97, issued by
Hurricane Test Laboratory, Inc., dated 09/23/97, signed and sealed by Timothy Marshal,
P.E.
(Submitted under NOA No. 98-0608.21)
6. Laboratory compliance letter for Test Report No. 8CM-709, issued by Metallurgical,
Inc., dated 0402/98, signed and sealed by Frank Grate, P.E.
(Submitted under NOA No. 98-0608.21)
7. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well
as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass
spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by
Jaime Gascon, P.E., Supervisor, Product Control Section.
(Submitted under NOA No. 15-0512.14)
G. OTHERS
1. Notice of Acceptance No. 16-0523.02, issued to CGI Windows and Doors, Inc. for their
Series "450 - Transom" Aluminum Fixed Window - L.M.I., approved on 07/28/16 and
expiring on I l/19/21.
Manuel Perez, P.E.
Product Control Ex n r
NOA No. 20- 722.1
Expiration Date: November 19, 1
Approval Date: October 15, 2020
E-4
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 450PW1-NOA, titled "450 Aluminum Transom Window (LM)", sheets 1
through 5 of 5, dated 06/12/20, with revision A dated 06/11/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
CGI Windows and Doors, Inc., representative units listed below and tested to qualify
Dowsi1791 and Dowsi1983 silicones, per Proposal #19-1155TP, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
PGT Industries, Inc. test specimens:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.19 PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E.
CGI Windows and Doors Inc. test specimens:
FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit 1 in proposal)
FTL-20-2108.2, CGI CA238 Alum. Outswing Casement Window (unit 2 in proposal)
FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door (unit 3 in proposal)
FTL-20-2108.4, CGI PW410 Aluminum Fixed Window (unit 4 in proposal) and
FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window (unit 5 in proposal)
all dated 08/24/20 and signed and sealed by Idalmis Ortega, RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6'
Edition (2017), dated 10/07/14, updated on 09/19/17 and 01/24/18, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., and further updated to
comply with FBC 7tn Edition (2020), on 07/17/20 by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
f Manuel Perez, P.E.
(/ Product Control Ex m r
NOA No. 20 722.1
Expiration Date: November 19, 1
Approval Date: October 15, 2020
E-5
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA)
for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 08/06/20, expiring on 12/11/23.
4. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA)
for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring
on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 6th Edition (2017), and
FBC 7th Edition (2020) dated July 14, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest dated July 14, 2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to this NOA, dated July 14, 2020, signed and sealed
by Anthony Lynn Miller, P.E.
4. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-1011.16, issued to CGI Windows and Doors, Inc. for their
Series "450 - Transom" Aluminum Fixed Window - L.M.I., approved on 02/08/18 and
expiring on 1 l / 19/21.
Manuel Perez, P.E:
Product Control Ex n r
NOA No. 204722.1
Expiration Date: November 19, 1
Approval Date: October 15, 2020
E-6