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WS-17-2530Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Parcel Number
Permit NO. WS-10-17-2 530
Permit Type: Windows/Shutters
Clths fkation: Window/Door Replacem
PermitStatus: AF'PRCVED
Issue Dat+ 111/3/2017
Expiration: 05/02/2018
Applicant
701 GRAND Concourse
Miami Shores, FL 33138-2475
1132060172230
Block: Lot:
OLGA NADJA ZUBRIK
Owner Information
Address
Phone
Cell
OLGA NADJA ZUBRIK
701 GRAND Concourse
MIAMI SHORES FL 33138-
(305)604-1518
Contractor(s)
THE COMPANIES OF R&S INC
Phone
305-256-6666
Cell Phone
Valuation:
Total Sq Feet:
$ 68,500.00
0
Type of Work: WINDOW AND DOOR REPLACEMENT 23 WIND
No of Openings: 28
Additional Info: WINDOW AND DOOR REPLACEMENT 23 WIND
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$41.40
$5.70
$3.80
$13.80
$380.00
$9.00
$55.20
$508.90
Pay Date
Invoice #
11/03/2017
10/24/2017
Pay Type
WS-10-17-65444
Check #: 2491
Credit Card
Amt Paid Amt Due
$ 458.90 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is acc ate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above-nam=d tor to do the work stated.
November 03, 2017
Authorized Signature: Owner / Applicant / ractor / Agent
Date
Building Department Copy
November 03, 2017 1
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
❑PLUMBING ❑ MECHANICAL
JOB ADDRESS:
City:
-3 0 I ey-an d
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
❑ ROOFING
PUBLIC WORKS
C.0V1 CaUV C
RECEIVED
c°L'7
FMO1q
Master Permit No. v vS \ R 2.S O
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑ CHANGE OF 0 CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Miami Shores
County:
Folio/Parcel#: II -32-0(0-- 01-7 -
Occupancy Type: Load: Construction Type:
Miami Dade
Zip: 33 /38
Is the Building Historically Designated: Yes NO
Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 01361 ►Nad)q L k- Phone#:
Address: —7 0 I Ci ✓4nd b5r1 C4U VS-6
City: IL'U Gt VLA S' WAS State: • i— Zip: 3313
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:•Company Name: 1Le, per /4IS Cl`"
ORO rrt?'
J D►g n D
Address:
City:
Qualifier Name:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $ g/-CO D
Phone#: 30,C G 6
State:
Zip:
Phone#:
Certificate of Competency #:
Phone#:
Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New
Description of Wo
State: 1 Zip:
❑ Repair/Replace ❑ Demolition
WoL04? ric21-70
gs.
Specify color o
ff color thru tile: /�
Submittal Fee $ G`�UCZ) Permit Fee $ 390 • CCF $ '-C I • 4-0 CO/CC $
Scanning Fee $ : l Radon Fee $ DBPR $ j • �Ci Notary $
Technology Fee $ S 5 ' 20 Training/Education Fee $
13 • e Double Fee $ 125
Bond $ TOTAL FEE NOW DUE $ ! • 9.0
Structural Reviews $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
`City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature co
l,t
IA. • —14.j,-.S.4,
OWNER or AGENT
Signature
The foregoing instru - t w.j' acknowledged before me this Th- forel
l Cday of
20/7 ,by
ho is personally known to
CONTRACTOR
cknowledgecffore me this
, 20 ] , by
, who is personally known to
me or • has produced as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
'otary Public - State of Florida
P4 My Comm. Expires Apr 1, 2018
OF1t0on#FF
Commisi163930
********************************
APPROVED BY
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
IP-
MADAY DE A
E ' ary ' ublic - State of Florida
My Comm. Expires Apr 1, 2018
Commission # FF 163930
*****�e*******************************************************************
3)1)
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgeme
Qualifier/Owner Signa
Date Print Name
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
(CGI W ndows &Doors
(10100NW 25_Street
(Miami; FL 331�2,�
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"Sentine1120"A1uminumHorizontal Sliding Wrndow_=_L.M.J
APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding
Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G"
dated 05/02/16, prepared by A1-Farooq Corporation, 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.
tMISSI EL ACT RATINGi Large and' Small Missile Impact Resistant
LIMITATIONS:
1. Glass lites wider than 36-inch shall have two setting blocks and anti -Lift devises per FBC requirements.
2. The Day Lite Opening's (D.L.O.) of maximum 495/s-inch (Width) by maximum 553/4-inch (Height).
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 No. 15-0512.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
MIAMFDADE COUNTY
APPROVED
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.aov/economy
)A No._15-0929. I3
lration ate:_September 22, 2020
Approval Date: _ May 19, 2016
Page 1
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.'s 10-0510.12 and 15-0512.05)
2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./
S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision
"G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
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, FBC 2411 3.2.1, TAS 202-94 '-
along with marked -up drawings and installation diagram of a series Sentinel 120
aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test
Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel,
P.E.
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 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 previous NOA No. 15-0512.05)
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 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 previous NOA No. 15-0512.05)
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 15-0929.13
Expiration Date: September 22, 2020
Approval Date: May 19, 2016
E-1
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 a series 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 previous NOA No. 15-0512.05)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact.Test, per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a series "Sentinel"
aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC,
Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P. E.
(Submitted under NOA No. 10-0510.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on
05/11/16 , signed and sealed by Javad Ahmad, P. E.
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. 14-0916.10 issued to Kuraray America, Inc. for their
`Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 15-0929.13
Expiration Date: September 22, 2020
Approval Date: May 19, 2016
E-2
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTmNUEn)
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
F. STATEMENTS
1. (Statement letter of conformance, of complying with FBC 5ih Edition (2014):and of no
inancialinterest,dated :Q8/I7/15,,issued by Al. Farooq Coiporat on ignedd and sealed,
(by Jaya& Ahmad P E
2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15,
issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E.
3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by
Jaime Gascon, P. E., Section Supervisor.
4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated
03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all
issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E.
(Submitted under previous NOA No. 15-0512.05)
5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by
Jaime Gascon, P. E., Section Supervisor.
(Submitted under previous NOA No. 15-0512.05)
6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by
Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P. E.
(Submitted under NOA No. 10-0510.12)
G. OTHERS
1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their
Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on
08/20/15 and expiring on 09/22/20.
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 15-0929.13
Expiration Date: September 22, 2020
Approval Date: May 19, 2016
E-3
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No.14-0731.05)
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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. Sent tatem_letter o con o=e, complying with FBC_51 Edition g014), and of n
financial interest, dated July 18,.2014,..issued_by_A1-Farooq Corporation,_ signed and,
sealed by_Javad Ahmad, ' .E.
(Submitted under previous NOA No.14-0731.05)
2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by
Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No.10-0510.13)
3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by
Jaime Gascon, P.E., Supervisor, Product Control Section
G. OTHERS
1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their
Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and
expiring on 09/22/15.
Manuel Per '.E.
Product Control E er
NOA No. 15-0 3.03
Expiration Date: September 22, 2020
Approval Date: June 25, 2015
E-2
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
(CGI Windows yan Doors, In ,1
09100NW 25 Street)%Iami,Fl 331'72
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) reservetheright
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
(DESCRIPTION.,Series "238" Outswing Aluminum„Casement Windorv_L.M I)
APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw.
(L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared
by Al-Farooq Corporation, 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 Imp _ barge and Sma11 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.
e- number-preeeded—by— he —wards -Miami -Bade —£aunty, Fler-ida--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# 14-0506.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MANMADE COUNTY
APPROVED
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 S W 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.mia midade.gov/economy
BOA a._ 0512.F9�
(Expiration_Date: �October 26, 20181
proval Date _September 117,2015}
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's # 96-0417.03 and # 01-1002.03)
2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",
sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated
04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
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.
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.
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® insulatingglass 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.
4. 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 9/1
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 318 outswing
aluminum casement window, prepared by Certified Testing Laboratories, Test Report
No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. 1, P.E.
(Submitted under previous NOA # 14-0506.01)
Manuel Pe
Product Control
NOA No. 15-
P.E.
iner
12.19
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 an aluminum casement
window, prepared by American Test Lab of South Florida, Inc., Test Report No.
ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E.
(Submitted under NOA # 12-1220.14)
6. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080-
0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated
09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA # 08-1010.02)
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum outswing
casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports
No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated
06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E
(Submitted under NOA # 08-1010.02)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Test Laboratory, Inc., Test Reports No.
HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both
signed and sealed by Timothy S. Marshall, P.E.
(Submitted_und - .03)
Manuel Pere
Product Control Ex er
NOA No. 15-0512.19
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
9. 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 casement
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-
1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E.
(Submitted under NOA # 96-0417.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 4/24/14, prepared by A1-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
(Submitted under previous NOA # 14-0506.01)
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. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
OS/91/16_
C140140
Manuel Pere
Product Control Ex' min r
NQA No. 15- .I9
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-3
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. (Statement letter of conformance,: comp yn g with F CGS!thEdition (2014), dated April
}1, 20f=4, issue• byl a� rooqCorporatlon, signed —ail sealed liy Javad Ahmad, P.E.)
(Submitted under previous NO # 14: 0506.01),
2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013
and revised on February 24, 2014, signed by Manuel Perez, P.E.
(Submitted under previous NOA # 14-0506.01)
3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen
A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test
Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA # 08-1010.02)
4. Laboratory compliances letters for Test Reports No. HETI-08-2143,
HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane
Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by
Candido F. Font, P.E.
(Submitted under NOA # 08-1010.02)
5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and
HTL=0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and
11/10/98, both signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA # 96-0417.03 and 01=1002.03)
6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued
by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by
Yamil Kuri, P.E.
(Submitted under NOA # 96-0417.03)
7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray
America, Inc., 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.
G. OTHERS
1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their
Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14
and expiring on 10/26/ 18.
C14141P
Manuel ' erez
Product Control Ex • r
NOA No. 15-05 2.19
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-4
MIAMI•DADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
(CGI Windows andMDoors, Incl
(10100 NW 5 e ,Street
Miami, FL 33172)
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"2381Aluminum Fixed_ Window L M:I'
APPROVAL DOCUMENT: Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window
•. (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al-Farooq
Corporation, 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.
(IVIISSILG AC n" ING: Large an m ss eImpac Resistan ;
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
rioted 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.
e—NOA number—prec-edcd by the—werds Miami-Dade--Geunty - Flerida,and
followed by the expiration date may be displayed inadvertising 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# 14-0903.06 and consists of this page l and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI•DADE COUNTY
APPROVED
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
1(OA No.15-0512.16)
(Expiration Datei, October 26, 2018"
approval Date:_Sepptennber, 17, 2015',
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 01-0918.01 and)
2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1
through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
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.
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.
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.
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum fixed, casement
and project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports
No. HETI 08 2143, HETI 08-2144 TI 0-7-4287 and HETI-07-4298,—dated
06/27/08 and 07/17/08, all signed and sealed by. Candido F. Font, P.E.
(Submitted under NOA No. 08-1114.06)
Manuel Perez,
Product Control Exa
NOA No. 15-05 6
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 238 aluminum
casement, project -out and fixed windows, prepared by Hurricane Test Laboratory,
Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated from
10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA's No. 08-1114.06)
6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 201-94
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
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-
0080-0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99, HTL-
0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96, 11/10/98, 12/23/98
and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S.
Marshall, P.E. (Submitted under NOA No. 01-0918.01)
7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94,
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum casement,
project -out and fixed windows, prepared by American Test Lab of South Florida, Inc.,
Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B.
Sullivan, P.E. (Submitted under NOA No. 01-0918.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t''
Edition (2014), dated 08/05/14, prepared by Al-Farooq Corporation, signed and
sealed by Tavad Ahmad, P F, (Submitted_under_ revinus NOA No. 14-0903.06)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel ' erez,
Product Control Exa
NOA No. 15-0
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-2
t-
•
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. (Statement_letter of conformance, complying with_FBC:5"' Edition (2014), ankof no)
(financial interest, dated August 6, 2014,.issued by Al-Parooq Corporation,, signed and)
sealed. by_Javad Ahmad, I E) (rSubmitied under previous NOANo._14-0903.06))
2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07,
HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test Laboratory,
Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-1114.06)
3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080-
0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99 and HTL-
0080-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96,
12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA No. 01-0918.01)
4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by
American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by
Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01)
5. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray
America, Inc. 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.
G. OTHERS
1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their
"Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring
on 10/26/18.
\--)Afcutap,C..9
Manuel P re P.E.
Product Contro Ex iner
NOA No. - 512.16
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E-3
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA}
(CGI=Windows.& Doors,`Iric1
0100, N. W. 2'S' S! treet,
l7VIiami, Fl. 331721
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"Sentinel 165 Balcony reeze _ ing e:Outswiing Aluminam.doorvvi S — LMI
APPROVAL DOCUMENT: Drawing No.AD16-05, titled "Series Sentinel 165 Balcony Breeze Aluminum Outswing
Door", sheets 1 through 13 of 13, prepared by MCY Engineering, Inc., dated JUL 05, 2016, signed and sealed by Yiping
Wang, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Section.
(MISILE IMPACT ILATTl�TG:�arge arc SmaIl'Missile Imp t
Limitations:
1. See Design Pressure ratings and DLO (day light opening), in sheets 2. See sheet 3 for the door and the SHW (Single
Hung Window) glazing options.
2. The latch lock (item #M-20& #M-22) and 3-point CGI lock mechanism w/ dead bolts (item #M-21 & M-23) are
integral part of each door w/SHW. Also the SHW is integral part of the single Door.
3. The Exterior lite of insulated laminated SHW using glazing option B-1, must be tempered, when used above 30'
above the grade (Small Missile Impact area).
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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
M1AMI-DADE COUNTY
APPROVED
vvt"
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.Rov/economy
.:16.032COT
r y28,202t
:July 28 20
Page 1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.AD16-05, titled "Series Sentinel 165 Balcony Breeze Aluminum Outswing Door", sheets
1 through 13 of 13, prepared by MCY Engineering, Inc., dated JUL 05, 2016, signed and sealed by
Yiping Wang, 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 FBC 2411 3.2.1, TAS 202-94.
Along with manufacturer's parts and section drawing marked -up drawings of single aluminum
outswing door w/ SHW, prepared by Certified Testing Laboratories, Inc., Test Report No. CTL
3076W, dated 12/21/15 for specimen #1, 2, & 3, signed and sealed by Ramesh Patel, P.E.
Along with manufacturer's parts and section drawing marked -up drawings of single aluminum
Inswing door w/ SHW, prepared by Certified Testing Laboratories, Inc., Test Report No. CTL
3076W-1, dated 12/20/15 for specimen #4, 5, & 6, signed and sealed by Ramesh Patel, P.E.
(Note: The above test reports have been revised by an addendum letter issued by Certified Testing
lab dated June 27, 2016, signed and sealed by Ramesh Patel, P.E.)
2. REF test report HTL 0080-912-97 per SFBC PA 202, 201/203-94.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5tn
Edition), prepared by MCY Engineering, Inc., dated MAR 18, 2016, signed and sealed by Yiping
Wang, 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. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16.
3. 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.
F. STATEMENTS
1. (Statement letter of conformance to FBC 2014(5 d fion) and letteruof no financial interest)
(prepared by. MCY Engineering, Inc.,xdated MAR 14, 2016, signed and sealed by Yiping Wang,;P E
[2_) 1Labcompliance_an addendum letters, as part of the above reference test reports.
G. OTHER
1. Test proposal dated 03/21/15 approved by RER. \ LLR u
�slti-.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 16-0329.01
Expiration Date: July 28, 2021
Approval Date: July 28, 2016
E-1
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.mia mid ade.gov/economy
(CGI? Vindows & oors, Inc.
0100-N _vW. 25` Street
(Miami, Fl.33172)
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 Qutswing_glazed Doors.w/wo,Sidelites_Impact
APPROVAL DOCUMENT: Drawing No.W98-01 Rev N, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1,
1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-97 and last
revised on 03-22-16, 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.
\IVnssIL Ar_. T R.ATING:.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. The XX door in sheet 1_3 is a standalone unit.
2. For mulled units lower Design pressure of doors or mullion shall control for entire assembly.
3. Sills (threshold) types SS-1 & SS-2 are not rated for water infiltration. See thresholds (sills) and glass type A1 (True
muntin) limitations notes, in sheet 6. Lock 10D or 10E is limited to max 38-9/16 W x 94-7/8 H door.
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 ft', 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 & renews #14-1103.08 consists of this page 1 and evidence pages E-1& E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMI-DADE COUNTY
APPROVED
(NOA No _16-0329.044i
Expiration ate _November 9, 20
(Approval Date: _June 30, 2014
Page 1
CGI Windows & Doors, Inc.
r
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files below).
2. Drawing No.W98-01 Rev M, titled "Series 450 Outswing Doors & SideIites", sheets 1, 1.1, 1.2,
1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated
10-27-97 and last revised on 03-22-16, signed and sealed by Javad Ahmad, P.E.
B. TESTS (Submitted under files #14-1103.08 /#12-0706.03/#11-1025.02/#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 and HTL-0080-0902-11, signed and sealed by Vinu J.
Abraham, P.E.
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 out/in
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, 5B, 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.
•
I�haq I. Chanda, P.E.
Product Control Examiner
NOA No 16-0329.04
Expiration Date: November 09, 2021
Approval Date: June 30 , 2016.
E-1
s
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (continue):
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 #14-1103.08)
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th
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. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation,
dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E.(Submitted under file # 11-
1025.03)
3. 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 GIass
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.
F. STATEMENTS (Submitted under files #14-1103.08)
1. (Statement letterof conformance to .FB 2 14(5th Edition) and letter of no nanciait
interest, prepared by arooq_Corporation, ated 0/ /� signed; and_sealed= y� d
(Ahmad,.P.E
2. Lab compliance and addendum letters, as part of the above referenced test reports.
Java
G. OTHER
1. This NOA revises & renews #14-1103.08, 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.
Isha4 I. Chanda, P.E.
Product Control Examiner
NOA No 16-0329.04
Expiration Date: November 09, 2021
Approval Date: June 30 , 2016
E-2
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
(CGLWindows &(Doors, Inc 1
(10100.NW 25` tree)
(Miami, FL 33172)
S COPE:
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.
DDESCR1I'TION Ser►es Clipped, Extruded Aluminum Tube Mullion_with #373 Framing Member—L:M.I.
APPROVAL DOCUMENT: Drawing No. M95-13, titled "Mullion Elevations and Details", sheets 1, 2,
2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95, with revision G dated 07/07/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
(MISSILE JMP'AT-CT RATING: Large and Small MissileImpact 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 fled 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 renews NOA# 15-0420.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.Qov/economy
O Yo.„ft-0112 031
Expiration Date:, April 25, 2022,1
proval Date: MarchA30 20 '1
Page 1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#02-0123.07)
2. Drawing No M95-13, titled "Mullion Elevations and Details", Sheets 1, 2, 2.1, 3, 3.1,
4 and 5 of 5, dated 11/25/95, with revision G dated 07/07/15, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA#15-0420.07)
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 aluminum fixed windows
mulled together, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0105-08, dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA#08-0429.04)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA-202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Hurricane Engineering & Testing Inc., Test Report No.
HETI-96-525, dated 02/12/95 signed and sealed by Hector Medina, P.E.
(Submitted under NOA#02-0123.07)
3. Test reports on: 1) Large Missile Impact Test, Loading per FBC PA 201-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Hurricane Engineering & Testing Inc., Test Report No.
HETI-96-525, dated 10/30/95, signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA#02-0123.07)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 04/13/15 and 07/17/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA#15-0420.07)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Manuel Peer z, P.E.
Product Contril E ambler
NOA No. -0112.03
Expiration Date: April 26, 2022
Approval Date: March 30, 2017
t
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance; complying wit FBC-5th Edition (2014),an o no
$nancial interest, dated_April_13,,_2015, issued by Al-Farooq Corporation, s gned'_and)
(sealed by_Javad Alunad,P.E)
(Submitted under previous NOA#15-0420.07)
2. Laboratory compliance letter for Test Report No. HTL-0080-0105-08 issued by
Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA#08-0429.04)
G. OTHERS
1. Notice of Acceptance No. 15-0420.07, issued to CGI Windows & Doors for their
Series Clipped, Extruded Aluminum Tube Mullion with #373 Framing Member —
L.M.I., approved on 08/13/15 and expiring on 04/26/17.
Ctlatee-9
Manuel P e. P.E.
Product Control x. iner
NOA No. -0112.03
Expiration Date: April 26, 2022
Approval Date: March 30, 2017
E-2
•
WINDOW / DOOR SCHEDULE
MARK
NO.
DESCRIPTION
GLASS
TINT
FRAME
COLOR
PANEL
STYLE
WIDTH X
HEIGHT
MANUF. /
MODEL #
EFFECTIVE
AREA
(SQ.FT.)
ZONE
GCp (+)
GCp (-)
CALC. WIND
PRESSURE
REQUIREMENT
(P.S.F.)
PRODUCT
PRESSURE
CAPACITY
(P.S.F.)
WATER
INFILTRATION
NOTICE OF
APPROVAL
(N.O.A.)
THICKNESS/,
TYPE
REQUIREMENT
D1
ALUMINUM OUTSWING FRENCH
DOOR - IMPACT RESISTANT
7/16 LAMI
(TYPE "B")
MAHOGANY
RED*
BRONZE
XX
74" X 84"
CGI WINDOWS &
DOORS "450"
21.8
INT (4)
+0.94
-1.04
+38.1
41 5
+90
-90
YES
16-0329.04
W1
ALUMINUM CASEMENT WINDOW -
IMPACT RESISTANT
5/16 LAMI
(TYPE "2")
BRONZE
BRONZE
XIO X
37" x 50"
CGI WINDOWS &
DOORS "238"
12.8
INT (4)
+0.98
-1.08
+39.4
-42.8
+74.7
_74 7
YES
15-0512.19
ALUMINUM CASEMENT FIXED WINDOW -
IMPACT RESISTANT
7/16 LAMI
(TYPE "6")
BRONZE
BRONZE
74" x 50"
CGI WINDOWS &
DOORS "238"
25.7
INT (4)
+0.93
-1.03
+37.6
-41.0
+70
-70
YES
15-0512.16
ALUMINUM CASEMENT WINDOW -
IMPACT RESISTANT
5/16 LAMI
(TYPE "2")
BRONZE
BRONZE
37" x 50"
CGI WINDOWS &
DOORS "238"
12.8
INT 4
()
+0.98
-1.08
+39.4
-42.8
+74.7
-74.7
YES
15-0512.19
O
ALUMINUM HORIZONTAL ROLLER
WINDOW -IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
XOX
111" x 50"
CGI WINDOWS &
DOORS "120"
12.8
INT (4)
+0.98
1.08
+39.4
-42.8
+65
-65
YES
15-0929.13
,
W3
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
OX
74" x 38'g"
CGI WINDOWS &
DOORS "120"
9 9
END (5)
+1.00
-1.40
+40.0
53.7
+65
-65
YES
15-0929.13
W5
ALUMINUM FIXED WINDOW - IMPACT
RESISTANT
7/16 LAMI
(TYPE "C")
BRONZE
BRONZE
0
19 �' x 74"
CGI WINDOWS &
DOORS "130"
12 7
INT 4
()
+0.98
-1.08
+39.4
-42.8_80
+80
YES
15-0413.03
W6
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
OX
53" x 38
CGI WINDOWS &
DOORS "120"
7 1
INT (4)
+1.00
-1.10
+40.0
-43.4
+65
-65
YES
15-0929.13
(�
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
OX
a
37" x 38 g'
CGI WINDOWS &
DOORS "120"
4.9
INT (4)
+1.00
1 10
+40.0
-43.4
+65
-65
YES
15-0929.13
WB
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
OX
37" x 38 a
CGI WINDOWS &
DOORS "120"
4.9
INT(4)+1.00
-1.10
+40.0
43.4
+65
-65
YES
15-0929.13
®
ALUMINUM FIXED WINDOW - IMPACT
RESISTANT
7/16 LAMI
(TYPE "C")
BRONZE
BRONZE
0
16" x 41"
CGI WINDOWS &
DOORS "130"
4.6
INT (4)
+1.00
-1.10
+40.0
-43.4-80
+80
YES
15-0413.03
10
ALUMINUM OUTSWING SIDELITE -
IMPACT RESISTANT
7/16 LAMI
(TYPE "B")
BRONZE
BRONZE
0
21" X 82"
CGI WINDOWS &
DOORS "450"
15.6
INT (4)
+0.97
-1.07
+38.9
-42.3
+90
90
YES
16-0329.04
11
ALUMINUM OUTSWING SIDELITE -
IMPACT RESISTANT
7/16 LAMI
(TYPE "B")
BRONZE
BRONZE
0
21" X 82"
CGI WINDOWS &
DOORS "450"
15.6
INT (4)
+0.97
1 07
+38.9
-42 3
+90
90
YES
16-0329.04
12
ALUMINUM FIXED WINDOW - IMPACT
RESISTANT
7/16 LAMI
(TYPE "C")
BRONZE
BRONZE
0
16" x 41"
CGI WINDOWS &
DOORS "130"
q 6
INT (4)
*1.00
-1.10
+40.0
43.4
+80
-80
YES
15-0413.03
���
ALUMINUM OUTSWING FRENCH
DOOR - IMPACT RESISTANT
7/16 LAMI
(TYPE "B")
BRONZE
BRONZE
XX
76" X 82"
CGI WINDOWS &
DOORS "450"
21.6
INT (4)
+0.94
-1.04
+3g,1
41.5
+90
90
YES
16-0329.04
19
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
OX
74" x 50
CGI WINDOWS &
DOORS "120"
13.0
INT (4)
+0.98
1 08
+39.4
42.8
+65
-65
YES
15-0929.13
W13
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
XOX
106 i" x 26"
CGI WINDOWS &
DOORS "120„
6.4
END (5)
+1.00
1 40
+40.0
53.7
+65
-65
YES
15-0929.13
14
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE'
BRONZE
OX
53" x 26"
CGI WINDOWS &
DOORS "120"
4.8
INT (4)
+1.00
-1.10
+40.0
43.4
+65
-65
YES
15-0929.13
15
ALUMINUM CASEMENT WINDOW -
IMPACT RESISTANT
5/16 LAMI
(TYPE "2")
BRONZE
BRONZE
X O X
I I
37" x 26"
CGI WINDOWS &
DOORS "238"
6.7
INT (4)
+1.00
1 10
+40.0
-43.4
+110
-145.4
YES
15-0512.19
ALUMINUM CASEMENT FIXED WINDOW -
IMPACT RESISTANT
7/16 LAMI
(TYPE "6")
BRONZE
BRONZE
74" x 26"
CGI WINDOWS &
DOORS "238"
13.4
INT (4)
+0.98
-1.08
+39.3
132.7
+110
-120
YES
15-0512.16
ALUMINUM CASEMENT WINDOW -
IMPACT RESISTANT
5/16 LAMI
(TYPE "2")
BRONZE
BRONZE
37" x 26"
CGI WINDOWS &
DOORS "238"
6.7
INT (4)
+1.00
1 10
+40.0
-43.4
+110
-145.4
YES
15-0512.19
16
ALUMINUM CASEMENT WINDOW -
IMPACT RESISTANT
5/16 LAMI
(TYPE "2")
BRONZE
BRONZE
XIX
37" x 26"
(DOUBLE)
CGI WINDOWS &
DOORS "238"
6.7
INT (4)
+1.00
1.10
+40.0
-43.4
+110
-145.4
YES
15-0512.19
17
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
OX
74" x 26"
CGI WINDOWS &
DOORS "120"
13.4
END (5)
.
+098
-1.36
+39.3
-52.2
+65
-65
YES
15-0929.13
18
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
BRONZE
BRONZE
XOX
111" x 50"
CGI WINDOWS &
DOORS "120"
12.8
END (5)
+0.98
-1.36
+39.4
52.4
+65
-65
YES
15-0929.13
WA O
ALUMINUM CASEMENT FIXED TRAPAZOID
WINDOW - IMPACT RESISTANT
7/16 LAMI
(TYPE "3")
BRONZE
BRONZE
0
37" x 39" x 27" L
CGI WINDOWS &
DOORS "238"
10.0
INT (4)
+1.00
-1.10
+40.0
43.4
+110
-120
YES
15-0512.16
®®ALUMINUM
CASEMENT FIXED TRAPAZOID
WINDOW - IMPACT RESISTANT
7/16 LAMI
(TYPE "6")
BRONZE
BRONZE
0
74" x 65" x 41"L
CGI WINDOWS &
DOORS "238"
33.4
INT (4)
+0.91
1 01
+37.0
40.4
+50
-50
YES
15-0512.16
WC
ALUMINUM CASEMENT FIXED PENTAGON
WINDOW -IMPACT RESISTANT
7/16 LAMI
(TYPE "6")
BRONZE
BRONZE
0
74" x 81" x 67"L
CGI WINDOWS &
DOORS "238"
41.6
INT (4)
+0.89
-0.99
99
-39.8
+50
-50
YES
15-0512.16
D2
ALUMINUM OUTSWING FRENCH
DOOR - IMPACT RESISTANT
5/16 LAMI
(TYPE "BS")
BRONZE*
BRONZE
X
35" X 81"
CGI WINDOWS &
DOORS "165"
19.7
END (5)
+0.95
1.30
+38.3
50.2
+g0
-110
YES
16-0329.01
*WITH WHITE INTERLAYER
MULLION SCHEDULE
MARK
NO.
DESCRIPTION
FRAME
COLOR
WIDTH X
DEPTH
(THICKNESS)
LENGTH
ANCHOR
TYPE
NUMBER
OF
ANCHORS
PER END
MANUF/
MODEL #
OPENINGS
TRIBUTARY
WIDTH
MULL
SPAN
CALC. WIND
PRESSURE
REQUIREMENT
(P.S.F.)
PRODUCT
PRESSURE
CAPACITY
(P.S.F.)
NOTICE OF
APPROVAL
(N.O.A.)
M1
EXTRUDED ALUMINUM TUBE MULLION -
IMPACT RESISTANT
WHITE
1" x 2"
(0 125")
50"
B
2
CGI WINDOWS & DOORS
"373 CLIPPED"
� W1
55"
50"
+39.4
-42 8
+162
-162
17-0112.03
M2
EXTRUDED ALUMINUM TUBE MULLION -
IMPACT RESISTANT
WHITE
1" x 2"
(0 125")
50"
B
2
CGI WINDOWS & DOORS
"373 CLIPPED"
55"
50"
-42.8
-162
17-0112.03
M3
EXTRUDED ALUMINUM TUBE MULLION -
IMPACT RESISTANT
WHITE
1" x 2"
(0.125")
26"
B
2
CGI WINDOWS & DOORS
"373 CLIPPED"
15
55"
26"
+40.0
-43.4
+162
-162
17-0112.03
M4
EXTRUDED ALUMINUM TUBE MULLION -
IMPACT RESISTANT
WHITE
1" x 2"
(0.125")
26"B
2
CGI WINDOWS &DOORS
"373 CLIPPED"
55"
26"
+40.0
43.4
+162
-162
17-0112.03
MS
EXTRUDED ALUMINUM TUBE MULLION -
IMPACT RESISTANT
WHITE
1" x 2"
(0 125")
26"
B
2
CGI WINDOWS & DOORS
"373 CLIPPED"
16
37"
26"
+40.0
43.4
+180
-180
17-0112.03
SCOPE OF WORK:
WINDOW / DOOR REPLACEMENT CONSISTING OF:
•
•
25 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS
5 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS FRENCH DOORS
GENERAL NOTES:
1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA,
BUILDING CODE 5TH EDITION (2014) AND THE ASCE 7-10 WIND CODE.
2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS
PRIOR TO INSTALLATION.
3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN
STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO
PRODUCT CONTROLS.
4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL
N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER
OPENINGS ARE NOT PART OF THIS PERMIT.
5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E. BEAMS,
COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WITHSTAND
THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN:
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SUAREZ
_ ENGINEERS
12020 SW 70th Ct
' Miami, FL 33156
786-547-9401 CA 29429
PERFORMED TO VERIFY THEIR ADEQUACY. •I-
6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR : !• •-f.•+L'
HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. FT. (f•SQL ,
FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVEIMISAD
•_•••••
FLOOR.
WIND LOAD CALCULATIONS.••••.
CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2
WIND VELOCITY =
EXPOSURE CATEGORY =
BUILDING CATEGORY =
BUILDING CLASSIFICATION =
IMPORTANCE FACTOR (I) =
WIND DIRECTIONALITY FACTOR (Kd) =
HEIGHT OF HILL OR ENTRAPMENT (H) =
TOPOGRAPHIC FACTOR (Kzt) =
MEAN ROOF HEIGHT (h) =
175 MPH
C
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ENCLOSED
N/A
0.85
N/A
1.00
15 FT
VELOCITY PRESSURE
EXPOSURE COEFFICIENT (Kh) = 0.85
PRODUCT OF INTERNAL PRESSURE
COEFFICIENT AND GUST
EFFECT FACTOR (GCpi)
PRODUCT OF EXTERNAL PRESSURE
COEFFICIENT AND GUST
EFFECT FACTOR (GCp)
± 0.18
(NOTE 1)
BUILDING "W' AT NARROWEST DIMENSION = 80'-0"
CORNER DISTANCE FOR ZONE 5 (a)= 6'-0"
(MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h)
BUT NOT LESS THAN 4% OF THE NARROWEST DIM
0.1 X 80'-0" = 8'-0"
0.4 X 15'-0" = 6'-0"
0.04 X 80'-0" = 3'-3"
a = 6'-0"
VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh)
qh= .00256 (Kh) (Kzt) (Kd) (V^2)
qh= .00256 (0.85) (1) (0.85) (175'2)
qh = 56.51 PSF
DESIGN WIND PRESSURE (p)
(LOW RISE BUILDING AND BUILDING LESS THAN 60FT)
p = (0.6)qh[(GCp) - (GCpi)]
(PRESSURE) p = (0.6) 56.51 [GCp(+) - (-0.18)]
(SUCTION) p = (0.6) 56.51 [GCp(-) - (+0.18)]
NOTE:
1.
OR 3 FT.)
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License No. 64759
GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE
WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE.
2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL
BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE
TESTED COMPONENT ARE A STRUCTURAL BREAK.
3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE
WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT.
Date' 10-09-17
- " Project Designer E.A.S
Drawn By: E.A.S.
Checked By: E.A.S.
Submittal. PERMIT SET
Drawing Title:
4_ GENERAL NOTES,
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SUBJECT CO CCMPLJFNCE WITH ALL FEDERAL
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12020 SW 70th Ct
Miami, FL 33156
786-547-9401 CA 29429
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Submittal PERMIT SET
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Submittal: PERMIT SET
Drawing Title:
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Sheet:
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WEST ELEVATION (LEFT)
SCALE: 1 /8" = 1'-0"
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12020 SW 70th Ct
Miami, FL 33156
786-547-9401 CA 29429
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Submittal: PERMIT SET
Drawing Title:
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DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H.R./H.R. OR HORIZONTAL ROLLING 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.
ETHIS PRO0UtT HAS BEEN DESIGNED7AND_TESTED TO COMPLY WITH-fai
. `REQUIREMENTS —OF --THE 2014 (5TH EDITION) FLORIDA BUILDINO;CODE
(INCLUDING;HIGH VELOCR_Y_HURRLCANE ZONE_(HV(Z).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT HAY 11 201
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS.
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NOA-No. 15-0929.13
Expiration Date 09122(2020
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85 0
80.0
90.0
26-1/2"
25-1/2"
65.0
65.0
80.0
90.0
37
38-33"•
36"
37-3/8
€65 Q
65.0
80.0
90.0
5 1/
52-1 /8"
6
65:0'
80.0
90.0
(74
73"
65
65 Q
80.0
90.0
26-1/2"
25-1/2"
65.0
65.0
80.0
90.0
37'
36"
49-5/e"
65.0
65.0
80.0
90.0
Sos "
53-1/8'
52-1/8"
65.0
65.0
80.0
90.0
Ir74
73'
b5 0
6� 5.0I
80.0
90.0
26-1/2"
25-1/2"
65.0
65.0
80.0
90.0
37"
36"
65.0
65.0
80.0
90.0
53-1/8"
63"
52-1/8"
62"
65.0
65.0
80.0
90.0
74"
73"
60.2
60.2
80.0
90.0
OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH
,( OR 0X'
BUCK DIMS
FLANGE FRAME
FLANGE DIMS
) ' TYP.
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
'A'&'A1', '9'&'Bt'
GLASS TYPES
'B' & 'Be
GLASS TYPES
'C' & 'Cl'
WIDTH
HEIGHT
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
55-3/4"
78-15/16"
83-1/2"
26'
54-3/4"
77-15/16"
82-1/2'
25"
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0•
65.0
55-3/4"
78-15/16"
83--1/2"
38-3/8"
54-3/4"
77-15/16"
82-1/2"
37-3/8"
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
65.0
55-3/4"
78-15/16"
83-1/2"
50-5/8"
54-3/4"
77-15/16"
82-1/2"
49-5/8"
65.0
65.0
80.0
90.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
55-3/4"
78-15/16"
83-1/2"
63"
54-3/4"
77-15/16"
82-1/2"
62" •- ..
65.0
65.0
80.0
90.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'X0 OR OX'
BUCK DIMS
EQUAL LEG FRAME
STD. MTG. RAIL:
H.D. MTG. RAIL:
BUCK DIMS
FLANGE ADAPTOR FRAME
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-21 9
FLANGE DIMS
FLANGE & FLANGE ADAPTOR FRAME
EQUAL LEG FRAME
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-0929.13
Expiration Date 09/22/2020
By
Miami e Product Control
ern▪ s
MAY 1 1 2016
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0
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0
N
0
W
P
z
O
0
5
a
.0
a0+
0
0
0
8
0
O
C
0
0'
0
(.4
O
0
c
0
a
dote: O3-29-10
N
0
a
s
0
drawing no.
W 1 0 - 1 8
sheet 2 of 11)
••
••
lii2ESIGN_LOAD_CAPACITY
(Ma ,t1ILTs1
_ PS1
FLANGE DIMS.
BUCK DIMS.
ISTD..MTG. RAIT
H.D. MTG. RAIL
=GLASS�TYPESJ
GLASS TYPES
'B' & 'BI'
rA:==&'A1', `B'&'Bl'
WIDTH
HEIGHT
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
261
73"
105-1 /4"
110'
25"
65.0
65.0
80.0
90.0
1_06 j/4
111"
65 0
A65 '
80.0
90.0
65.0
65.0
80.0
90.0
74'
106-1/4'
111"
38-3/8"
73"
105-1/4"
110"
37-3/8'
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
74'
106-1/4` 550,
73"
105-1/4"
110"
49-5/8"
65.0
65.0
80.0
90.0
5/.0
65.0
65.0
80.0
90.0
'...M.../
65.0i
165.0
80.0
90.0
74"
106-1/4"
111"
63"
73"
105-1/4"
110"
62"
_
65.0
65.0
80.0
90.0
61.6
61.6
80.0
90.0
60.0
60.0.
80.0
90.0
(1/3W)
(I/3W)
(1/3W)
a
r-r 1
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
J4" TYP.
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
.D. MTG. RAIL
GLASS TYPES
'A'&'At', 'B'&'Bt'
GLASS TYPES
'B. & 'Be
GLASS TYPES
'C' & 'CI'
WIDTH
HEIGHT
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT -)
EXT.(+)
INT.(-)
74"
106-1 /4"
111'
26"
73"
105 . /4"
110
25"
65.0
65.0
80.0
= 0.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80..
90.0
65.0
65.0
74'
106-1/4'
111"
38-3/8"
73"
105-1/4"
110'
•-3/8'
65.0
65.0
8/ •
90.0
65.0
65.0
65.0
65.0
10.0
90,0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
65.0
74"
106-1/4"
111'
50-5/8"
73"
105-1/4"
110"
49-5/8
65.0
65.'.
80.0
90.0
65.0
65.0
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
74"
106-1/4'
111"
63'
73"
105-1/4"
110'
62"
• 0
65.0
80.0
90.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
65.0
65.0
OP "- ' TING VENTS TO BE 1/4 OF THE WINDOW WIDTH
EQUAL LEG FRAME
STD. MTG. RAIL:
H.O. MTG. RAIL:
'XOXI
SUCK DIMS
FLANGE ADAPTOR FRAME
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
FLANGE DIMS
FLANGE & FLANGE ADAPTOR FRAME
EQUAL LEG FRAME
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-0929.13
Expiration Date 09/2212020
roduct Control
go\
14AY 1 1 201
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0
0
0
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0
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11:
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description
NO CHANGE THIS SHEET
0
0
0
N
o
v
c
)
5
0
drawing no.
W10-18
(sheet 2,1 of 11)
•
• • • •
•
•
• • • •
•
•
••
•
•
•
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
BUCK '
STD. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
'A'&'Al . 'B'&'BV'
CLASS TYPES
'B' & 'BI'
WIDTH
HEIG
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
25-1/2"
36"
52-1/8"
73"
25,.
.5.0
65.0
80.0
80.0
6 .
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
6 .
80.0
80.0
25-1/2"
36"
52-1/8"
73'
37-3/8"
65.0
65.0
80.0
80.0
65.0
65.0
. II80.0
65.0
65.0
80.0
80.0
65.0.
65.0
80.0
. ' 0
25-1/2"
36"
52-1/8"
73"
49-5/8"
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
25-1/2"
36"
52-1/8"
73"
62„
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
60.2
60.2
80.0
80.0
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH
'XO OR OX'
STD. MTG. RAIL:
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
'A'&'A1 , 'B'&'BI'
GLASS TYPES
'B' & '131'
GLASS TYPES
'C' & 'Cl'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
54-3/4'
77-15/16"
82-1/2"
25"
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
54-3/4"
77-15/16"
82-1/2"
37-3/8'
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
54-3/4"
77-15/16"
82-1/2"
49-5/8'
65.0
65.0
80.0
80.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
54-3/4"
77-15/16"
82-1/2"
62"
65.0
65.0
80.0
80.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
BUCK DIMS
FRA
H.O. MTG. RAIL:
(2/3W)
ii
OPERATING VENTS Te : E 1/3 OF WINDOW WIDTH
'XO 0: +X'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM El 300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC - 21 9
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-0929.13
Expiration Date 09/22/2020
By
Miami-D.-dde Product Control
FIN FRAME
MAY 1 1 20
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drawing no;
W10-18
sheet 3 of 11
•
DESIGN LOAD CAPACITY - PSF
(X0X SIZES)
BUCK DIMS.
STD. MTG. FAQ.
H.D. MTG. RAIL
GLASS TYPES
'A'&'A1 , '13'&'B1'
GLASS TYPES
'B' k 'B1'
WIDTH
HEIGHT
+)
INT.(-)
EXT.(+)
1NT.(-)
73"
105-1/4"
110"
25°
65.0
65.0
60.0
80.0
65.0
.® .0
80.0
80.0
65.0
55.E
80.0
80.0
73"
105-1/4"
110"
37-3/8"
65.0
65.0
;0.0
80.0
65.0
65.0
8r.
80.0
65.0
65.0
80.0
80.0
73'
105-1/4"
110"
49-5/8°
65.0
65.0
80.0
a. •
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
73'
105-1/4'
110'
_
62"
65.0
65.0
80.0
80.0
61.6
61.6
80.0
80.0
60.0
` 60.0
80.0
80.0
1
1
(1/3w)
(1/3W)
(1/3w)
✓
V
I
C3
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
PXOX'
STD. MTG. RAIL:
DESIGN LOAD CAPACITY - PSF
(X0X SIZES)
BUCK DIMS.
STD. MTG. RAIL
S.D. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
'PAL, 'B'&'BI'
GLASS TYPES
'B' & '131'
GLASS TYPES
'C' & 'Cl'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
73"
105-1/4"
110"
25"
65.0
65.0
80.0
80.0
' 85.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
73"
105-1/4"
110"
37-3/8"
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
73"
105-1/4"
110"
49-5/8'
65.0
65.0
80.0
80.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
73"
105-1 /4"
L 110"
62"
65.0
65.0
80.0
80.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
. -
-
65.0
65.0
OPERATING VENTS TO BE 4 ' THE WINDOW WIDTH
BUCK DIMS
J-LD. t4TG. RAIL:
NOTE:
GLASS CAPACITIES 'ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-0929.13
Expiration Date 09/22/2020
By
Miami-D .. a roduct Control
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w10-18
sheet 3.1 of 11)
EXTERI OR
1/8" ANN. GLASS
.075" Interloyer
Soflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interloyer
Soflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interloyer
SentryGlas .
By 'Kuraray America, Inc.'
OR
.090" Interloyer
Kuraroy Butacite PVB
By 'Kuraray America, Inc.'
1/8" ANN. GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
AT 1/4 POINTS ON LITES
WIDER THAN 36"
!GLASS TYPT `A+'
5I16 NOMINAL° kAM.'GIASS,
1/4" AIR SPACE
1/8" ANN. GLASS
1 /2" MIN. TYP.
1/8" ANN. GLASS
.075" Interloyer
Soflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interloyer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interloyer
SentryGlas
By 'Kuraray America, Inc.'
OR
.090" Interloyer
Kuroroy Butacite PVB
By 'Kuraroy Americo, Inc.'
1/8" ANN. GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
1/8" HEAT STREN'D GLASS
.075" Interloyer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interiayer
Saflex Clear And Color Giass
By 'Eastman Chemical Ca.'
OR
.090" Interloyer
SentryGlas
By 'Kuraray Americo, Inc.'
O
.090" Interiayer
Kuraroy Butocite PVB
By 'Kuroroy America, Inc.'
1/8" HEAT STREN'D GLASS
SIUCONE
GE 1200
DOW CORNING 899
DOW CORNING 995
AT 1/4 POINTS ON UTES
WIDER THAN 36"
GLASS TYPE 'B'
5/16" NOMINAL LAM. GLASS
1/4" AIR SPACE
1/8" HEAT STREN'D GLASS
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
AT 1/4 POINTS ALL SIZES
GLASS TYPE 'Al'
0.70" OVERALL INSUL. LAM. GLASS
1/8" HEAT STREN'D GLASS
.075" Interloyer
Saflex CP With PET Care
By 'Eastman Chemical Co.'
OR
.090" Interloyer
Soflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interloyer
SentryGlas -
By 'Kuraray America. Inc.'
OR
090" Interloyer
Kuraray Butacite PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
1/8" HEAT STREW() GLASS
.075" Interiayer
Saflex CP With PET Core
By 'Eastman Chemical Co:
OR
.090" Interiayer
SentryGlas
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
Firl% L"0,1
O
VAT 1/4 POINTS ON LITES
k1 ® WIDER THAN 36"
GLASS TYPE 'C'
5/16" NOMINAL LAM. GLASS
1/4" AIR SPACE
1/8" HEAT STREN'D GLASS
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'OUANEX'
AT 1/4 POINTS ALL SIZES
GLASS TYPE. 'Bl'
0.70" OVERALL INSUL. LAM. GLASS
(S.M.I. )
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' do 'CI' MUST BE TEMPERED.
z
EXTERIOR
1/8" HEAT STREN'D GLASS
.075" Interiayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Inlerlayer
SentryGlas
By 'Kuroroy Americo, Inc.'
1/8" HEAT STREN'D GLASS
SIUCONE
GE 1200
DOW CORNING 899
DOW CORNING 995
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
AT 1/4 POINTS ALL SIZES
GLASS TYPE 'Cl'
0.70" OVERALL INSUL. LAM. GLASS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA—No. 15-0929.13
Expiration Date 09/22/2020
By
Miami— de Product Control
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PERMITTED.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-0929.13
Expiration Date 09/22/2020
By
Miami-D - d - oduct Control
MIAMI-DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE DIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
.jJ
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE-
-TYP CAL ANCHOR : SEE ELEV. FOR SPACING
(1741r-D1A' t1LT1tACbN-IBY 'ELCO (Fu=177 KSI, Fy=155 KSI)
INT):2By:WOOD BACKS O OOD STRUCTURESI
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INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MEN. THK.=1 /8")
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.)
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C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN.
WEEPHOLES:
W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH
END WITH PLASTIC COVER
W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END
W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END
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MIAMI—DADE COUNTY
APPROVED MULLION
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SEE SEPARATE NOA
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SEE ELEV, FOR SPACING
BUCK WIDTH
D.L. OPG.
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INTALLATION DETAILS SHOWN ON PAGES 5
AND 6 APPLY TO BOTH FLANGE FRAME AND
FLANGE ADAPTOR 'FRAMES.
PRODUCT REVISED
as complying with the Florida
1BY Building Code
WOOD BUCKS NOA-No. 15-0929.13
Expiration Da e 09/22/2020
By
Miami -
Product Control
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MIAMI-DADE COUNTY APPROVE
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SEE SEPARATE NOA
L'
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EQUAL FRAME CAN BE INSTALLED DIRECTLY
INTO OD, CONCRETE OR METAL STRUCTURES
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2 3/8" MIN.
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PERMITTED.
BUCK WIDTH
TYPICAL ANCHORS
ELEV. FOR SPACING
PRODUCT REVISED
as complying with the Florida
Building Code
NOA—No. 15-0929.13
Expiration Date 09/22/2020
By
Miami- Df de Product Control
MIAMI-DADE COUNTY
APPROVED MULLION
& MULLION ANCHORS
SEE SEPARATE NOA
#MY112
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DIST.
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SEE ELEV.
FOR SPACING
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INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
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BUCK
WIDTH
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as complying with the Florida
Building Code
Now -No. 15-0929.13
Expiration Date 09/22/2020
By
Miami ,0 a Product Control
FIN FRAME
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W10--18
(sheet 8 .of 11
ITEM
PART # '
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
El
CGI-100
-
FRAME JAMB 0 FIXED GLASS
6063-T6
CGI EXTRUDER
E2
CGI-113
-
FRAME SILL
6063-T6
CGI EXTRUDER
E3
CGI-102
-
FRAME HEAD
6063-T6
CG1 EXTRUDER
E4
CGI-103
-
MEETING RAIL
6063-76
CG1 EXTRUDER
E5
CGI-104
-
LOCK RAIL •
6063-T6
CGI EXTRUDER
E6
CGI-105
-
HANDLE RAIL
6063-T6
CG1 EXTRUDER
E7
CG1-106
-
SASH RAIL
6063-T6
CGI EXTRUDER
E8
CGI-107
-
5/16" GLAZING BEAD
6063-15
CGI EXTRUDER
E9
CGI-108
-
0.700" GLAZING BEAD •
6063-T5
CGI EXTRUDER
E 1 0
CGI-109
-
FRONT FLANGE ADAPTOR
6063-16
CG1 EXTRUDER
Ell
CGI-110
-
NAIL FIN ADAPTOR
6063-16
CGI EXTRUDER
E12
CGI-135
-
TF FRAME JAMB 0 FIXED GLASS
6063-16
CGI EXTRUDER
E13
CGI-136
-
TF FRAME HEAD
6063-T6
CGI EXTRUDER
E14
CGI-139
-
TF FRAME JAMB
6063-T6
CGI EXTRUDER
E15 4
CGI-140
-
1" MUNTIN
6063-15
CGI EXTRUDER
El6 I
CGI-141
-
2.5" MULLION
6063-T6
CGI EXTRUDER
E17
CGI-605
-
SCREEN FRAME
6063-T5
CGI EXTRUDER
E18
CGI-114
-
SILL SNAP IN
6063-T6
CGI EXTRUDER
E19
CGI-115
-
SILL FILLER
6063-T6
CGI EXTRUDER
E20
CGI-116
-
FRAME JAMB
6063-T6
CGI EXTRUDER
E21
CGI-117
-
HD LOCK RAIL
6063-T6
CGI EXTRUDER
E22
CGI-138
-
TF FRAME SILL
6063-T6
CGI EXTRUDER
E23
CGI-109
-
FRONT FLANGE ADAPTOR
6063-T6
CGI EXTRUDER
M1
CGI-382V
-
GLAZING BULB VINYL (DUROMETER 75-80 SHORE A)
PVC
-
M2
CGI-111
-
SCREW COVER (OPTIONAL)
PVC
-
M3
CGI-112
3° 0 ANCHORS
EQUAL LEG COVER/SHIM
PVC
-
M4
-
0.700" X 0.040" BEAD
GE1200 SILICONE
SIUCONE
GE
M5
-
0.700" X 0.040" BEAD
DOW 995
- SILICONE
DOW
M6
-
0.700" X 0.040" BEAD
DOW 899
SIUCONE
DOW
M7
-
2/ LITE
SETTING BLOCK
EPOM
DUROMETER 80±5 SHORE A
M8
-
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PROTECTO WRAP WATERPROOFING OR EQUIV.
-
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M9
684
-
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PVC
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2 PER SASH
ROLLER HOUSING
NYLON
--
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WOOL
ULTRAFAB OR EQUIV.
M12
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1 PER SASH
EGRESS LOCK
ALUM.
SULLIVAN
M13
CGI-131
2 PER SASH
HANDLE RAIL END CAP
NYLON
M&M
M14
391-N
1 PER SASH
ANTILIFT BLOCK
NYLON
M&M
M15
-
OPTIONAL
RETICULATED FOAM 30 PPl
-
-
M16
CGI-134
-
JAMB SPACER
PVC
PROTOTYPE OR EQUIV.
M17
A30730401-32
1 PER WD.
CAM LOCK
ZINC
TRUTH OR EQUIV.
M18
CGI-132
2PER WD. 2"
SASH STOP
PVC
PROTOTYPE
M19
CGI-111
0 FR. HEAD
SCREW COVER
PVC
PROTOTYPE
M20
CGI-125
2PER SASH
SASH CAM (B/T BALANCE)
NYLON
M&M
M22
-
VARIES
HI-FLO WEEP COVERS
PVC
AMESBURY OR EQUIV
S2
-
2 OR 3 PER CORNER
if 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW
-
-
S3
-
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ij 8 X 1 1/2" LG. PHL. PH. SMS. FIN ANCHOR SCREW
-
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S4
-
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f 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW
-
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S5
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# 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY
-
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-
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-
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S8
-
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-
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S9
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NOA-No. 15-0929.13
Expiration Date 09122/2020
By
Mia
Product Control
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.180
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ALT. LOCK RAIL
FLANGE FRAME JAMB (FIXED)
Et FLUSH FRAME JAMB (FIXED)
HANDLE RAIL
SASH RAIL
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-0929.13
Expiration Date 09/22/2020
By
Miarnr>p5de Product Control
(AY1120
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VENT TOP/BOTTOM CORNERS
FIXED MTG. RAIL CORNER
FRAME TQF CORNER
FRAME BOTTOM CORNER
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 1 5-0929.13
Expiration Date 09/22/2020
By
Miami-DProduct Control
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z
'0
0
0
FALSE MUNTINS
(SURFACE APPLIED)
OPTIONAL
!SERIES '130 SENTINEL ALUMINUM FIXED WINDOTAO
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF FIX./FIX. OR FIX. WDW. 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.
ITHiS PRODUCT HAS BEEN DESIGNEDAND. TESTED TO COMPLY WITH THE,
REQUIREMENTS OF THE ;FLOR1DA_BUILDING -CODE INCLUDING HIGH —VELOCITY;
HURRICANE ZONE (HVHZ))
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE.
18" MAX.
SHORTER
SIDES
EQUAL LEG FRAME
0
z
WINDOW WIDTH
E—
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1
WINDOW WIDTH
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6" MAX.
HEAD/SILL
CORNERS
FLANGE HEIGHT
FLANGE WIDTH
D.L. OPG.
L
11
rr
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a
0
_.i
0
r
4
4
WINDOW WIDTH,1
WINDOW WIDTH
W. LENGTH
WINDOW WIDTH
L_
J
WINDOW WIDTH
18" MAX.
SHORTER
SIDES
THESE -WINDOWS ARE RATED_FORLARGE_ &__SMALL MISSiLEJMPACT)
§HUTE"ERS ARENOT-REQUIRED`)
0
z
J
0
0
z
0 W
BUCK WIDTH
a
0
J
0
ANCHOR SPACING SHOWN HEREIN APPLICABLE
TO FLANGE AND FLUSH FRAMES.
SEE SHEET 1.1 FOR FIN FRAMES.
96"
BUCK HEIGHT
D.L. OPG.
76,4
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Y • •
••
11
II II 11
11 _u_ II
11 11 11 11
II /,
II/i II 11 •
II II // II II
11 II II'/ II II ••
__IL_
___
il 11 II I. •
11 ° 11 •
ii ii II
.
6" MAX.
CORNERS
WINDOW WIDTH
L,
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
WINDOW WIDTH
WINDOW LENGTH
17" MAX.
PAYLITE OPENINGS:
D.L.O. HEIGHT = BUCK HEIGHT - 3.00"
D.L.O. WIDTH = BUCK WIDTH - 3.00"
Ertgr: JAVAD AHMAD
CML
FIA. PE 70592
CAN. 3538
STRAIGHT
SIDES
LAM. GLASS
INSULATING LAM.GLASS
LARGE MISSILE IMPACT
SMALL MISSILE IMPACT
PRODUCT REVISED
as complying with the Florida
Building Code ,5-D4/3
Acceptance No
'ration Date
ade Product Control
FAX (305) 262-6978
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UPDATED TO 2014 FBC
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drawing no.
W 10--02
(sheet 1 of 6 )
•.
�••••
•
•
•••
• •
�•••
••••
•
•
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48"
BUCK WIDTH
D.L. OPG.
6" MAX.
HEAD/SILL
CORNERS
16" MAX.
STRAIGHT
SIDES
BUCK HEIGHT
D.L. OPG. o-
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FALSE MUNTINS
(SURFACE APPUED)
OPTIONAL
48"
BUCK WIDTH
D.L. OPG.
11
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-Ir
rl'
16" MAX.
STRAIGHT
SIDES
i0
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MAX.
HEAD/SILL
CORNERS
FIN FRAMES
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48"
BUCK WIDTH
D.L. OPG.
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11 I
16" MAX.
STRAIGHT
SIDES
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BUCK HEIGHT
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TYPICAL ELEVATIONS
96"
BUCK WIDTH
D.L. OPG.
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P4, . •
• • • •
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II Il
II
••
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IV/ II 11 ••`' •
II II / II II
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11 II 11 '/ II II •
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1 II II u • •
•
••
•
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6" MAX.
CORNERS
16" MAX.
STRAIGHT
SIDES
ALTERNATE SHAPES SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES
Engr: JAVAD AHMAD
CIVIL
F A. PE 1 70592
C.A.N. 3538
PRODUCT REVISED
complying with the Florida
Bu'ng Code ��"�
Accep No
L'x �retiorce ' , le FA 4
MiaBY
m' ade Produc a
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• •
• • • •
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drawing no.
W10-02
(sheet 1.1 of 6
•
•
•
IDBSIGN LOAD O ACI 'MI'
FLANGE DIMS.
BUCK DIMS.
GLASS-TYPESI'&C1'
GLASS TYPES 'D'k'DL'
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
(WO ,
1114T(
EXT.(+)
1NT.(-)
24"
30'
36"
42'
48'
54-
60"
61"
36.
23"
29"
35"
41"
47"
53"
59"
60'
35"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
(24"
30"
36"
42"
48"
54"
60"
61"
Tai
23"
29"
35"
41"
47"
53"
59"
60'
47•
!130:0)
(80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.2
70.2
80.0
80.0
61.3
61.3
80.0
80.0
61.3
61.3
80.0
80.0
61.3
61.3
80.0
80.0
61.3
61.3
80.0
80.0
24"
30"
36"
42'
48'
54'
60"
61"
60"
23"
29"
35"
41"
47"
53"
59"
60'
S9"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.2
70.2
80.0
80.0
61.3
61.3
80.0
80,0
54.3
54.3
72.5
72.5
48.8
48.8
65.1
65.1
48.8
48.8
65.1
65.1
24"
30'
36"
42"
48'
54"
60"
61"
72"
23"
29"
35"
41"
47"
53"
59"
60'
71'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.2
70.2
80.0
80.0
61.3
61.3
80.0
80.0
54.3
54.3
72.5
72.5
48.8
48.8
65.1
65.1
48.0
48.0
64.0
64.0
24-
30"
36"
42'
48'
54"
56"
84"
23"
29"
35"
41 "
47"
53"
55"
83'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
78.2
78.2
80.0
80.0
70.0
70.0
80.0
80.0
61.3
61.3
80.0
80.0
54.3
54.3
72.5
72.5
52.4
52.4
69.8
69.8
24'
30"
36"
42"
48'
49"
97„
23"
29"
35"
41"
47"
48"
96"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
75.6
75.6
80.0
80.0
65.2
65.2
80.0
80.0
60.6
60.6
80.0
80.0
59.6
59.6
80.0
80.0
24"
30'
36'
42"
46"
102"
23"
29"
35"
41-
45"
101"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
74.6
74.6
80.0
80.0
65.7
65.7
80.0
80.0
59.3
59.3
80.0
80.0
24"
30'
36"
42'
44'
108"
23"
29"
35"
41"
43"
107'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
73.8
73.8
80.0
80.0
62.4
62.4
80.0
80.0
59.1
59.1
80.0
80.0
DESIGN LOAD CAPACITY - ?SF
FLANGE DIMS.
BUCK DIMS.
GLASS TYPES 'C'eCL'
GLASS TYPES 'D'k'D1'
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
EXT.(+)
1NT.(-)
24'
30"
36"
41"
114"
23"
29"
35"
40"
113"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
73.0
73.0
80.0
80.0
61.4
61.4
80.0
80.0
24"
30"
36"
39"
120_
23"
29"
35"
38"
119"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
72.4
72.4
80.0
80.0
65.9
65.9
80.0
80.0
24"
30"
36"
39"
121"
23"
29"
35"
38"
120"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
72.3
72.3
80.0
80.0
65.8
65.8
80.0
80.0
=DESIGNJ.OAD, CAPACITY-P$I}
FLANGE DIMS.
BUCK DIMS.
GLASS„fiyP.ES.,,;.0 &'CL'
GLASS TYPES 'D'&'DI'
WIDTH (w)
LENGTH (L)
WIDTH (W)
LENGTH (L)
'-EXT.(t4
aNT.(4
ExT.(+)
1NT.(-)
19-1/8"
26-1/2"
37"
48"
53-1/8"
61"
26"
18-1/8"
25-1/2"
36"
47"
52-1/8"
60"
25"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19-1/8
26-1/2"
37"
48"
53-1/8"
61"
38-3/8"
18-1/8"
25-1/2'
36"
47"
52-1/8"
60"
37-3/8"
80.0
80.0
80.0
80.0
80,0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
77.1
77.1
80.0
80.0
77.1
77.1
80.0
80.0
77.1
77.1
80.0
80.0
19-1/8"
26-1/2"
37"
48'
53-1/8"
61"
75-1/4"
93-3/4"
50-5/8"
18-1/8"
25-1/2"
36"
47"
52-1/8"
60"
74-1/4'
92-3/4"
49-5/8"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
61.3
61.3
80.0
80.0
58.0
58.0
77.4
77.4
58.0
58.0
77.4
77.4
58.0
58.0
77.4
77.4
58.0
58.0
76.5
76.5
19-1/8'
26-1/2"
37"
48"
53-1/8"
61"
75-1/4"
63"
18-1/8"
25-1/2'
36"
47"
52-1/8'
60"
74-1/4'
62"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80,0
80.0
80.0
80.0
61.3
61.3
80.0
80.0
55.3
55.3
73.7
73.7
48.0
48.0
64.0
64.0
46.5
46.5
61.9
61.9
191176"
26-1/2"
37"
48"
53-1/8"
61"
i78"
18-1/8"
25-1/2"
36"
47"
52-1/8'
60"
75,
,8 0
80;01
80.0
80.0
80.0
80.0
80.0
80.0
78.9
78.9
80.0
80.0
61.3
61.3
80.0
80.0
55.3
55.3
73.7
73.7
48,0
48.0
64.0
64.0
ANCHOR SPACING TO BE AS PER SHEETS 1 do 1.1
1-
L
i
w
-J
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
BUCK DIMS
}
FLANGE FRAME
FLANGE DIMS
BUCK DIMS
EGUAL LEG FRAME
BUCK DIMS
FIN FRAME
BUCK DIMS
FLANGE ADAPTOR FRAME
•
• •
• • •
•. •
FLANGE DIMS -I
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.k 3538
015
PRODUCT REVISED
as complying with the Florida
Building Code �A'
Acceptance No D'• .0
Lhc 'ration Date
By
Miam' made Product Control
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UPDATED TO 2014 FBC
NO CHANGE THIS SHEET
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drawing no.
W10-02
sheet 2 of 6
• • • •
•
•
• • • •
•
• • • •
•
.••
• •
•••
.•••
•
•
•
••••
•
• • • •
z
m
3/16" ANN. GLASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
DuPont SentryGlas
By 'E.I. DuPont De Nemours & Co., Inc.'
OR
.090" Interloyer
DuPont Butacite PVB
By E.I.'DuPont De Nemours & Co., Inc.'
Ilr
.4214
3/16" HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
AT 1 /4 POINTS ON LITES
WIDER THAN 36"
(LASS- TYPE), Fa
t7/_16 ";;OVERACI LAM ,_GLASS'
(L.M.I. & S.M.I.)
HEAT STREN'D GLASS
.075" Interloyer
Soflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interloyer
Saflex Clear And Color Glass
'Eastman Chemical Co.'
OR
.090" Interlayer
DuPont SentryGlas
OE.I.'DuPont De Nemours & Co., Inc.'
R
.090" Interlayer
DuPont Butacite PVB
By 'E.l. DuPont De Nemours & Co., Inc.'
3/16" HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
AT 1/4 POINTS ON LITES
WIDER THAN 36"
GLASS TYPE 'D'
7/16" OVERALL LAM. GLASS
3/8" AIR SPACE
3/16" HEAT STREN'D GLASS
z
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3/16" ANN. GLASS
.075" Interlayer
Soflex CP With PET Core
'Eastman Chemical Co.'
OR
.090" Interloyer
Soflex Clear And Color Glass
O'Eastman Chemical Co.'
R
.090" Interlayer
DuPont SentryGlos
By 'E.I. DuPont De Nemours & Co., Inc.'
OR
.090" Interloyer 3/16" HEAT
DuPont Butacite PVB
By 'E.I. DuPont De Nemours & Co., Inc.'
3/16" HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
ID AT 1/4 PO NTS ALL SIZES
GLASS TYPE 'Cl'
1" OVERALL INSUL. LAM. GLASS
(S.M.I.)
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'Cr & 'D1' MUST BE TEMPERED.
(L.M.I. ONLY)
3/8" AIR SPACE
STREN'D GLASS
z
7
M
EXTERIOR
3/16"
HEAT STREN'D GLASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Soflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
DuPont SentryGlos
'E.I. DuPont De Nemours & Co., Inc.'
OR
.090" Interlayer
DuPont Butocite PVB
By 'E.I. DuPont De Nemours Sc Co., Inc.'
3/16" HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER 8Y QUANEX'
AT 1/4 POINTS ALL SIZES
GLASS TYPE 'D1'
1" OVERALL INSUL. LAM. GLASS
r�)
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
• •
• ••
•. •
• • • •
• •
..•.
• •
.• .•
• . •
• •
• •
• • •
.• •
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
OPTIONAL GLAZING DETAIL
GLASS TYPES 'CI' & 'DI'
Engr: JAVAD AHMAD
CIVIL
FIA. PE1 70592
C.A.N. 3 38
MAY
PRODUCT REVISED
as complying with the Florida
Building Code •
Acceptance No /5"1.141
ES: iration Date
By
Dlialn' ade Product Con
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drowing no.
W10-02
(sheet 3 of 6
•
TYPICAL ..INSTALLATION DETAIL;
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
iTYPICAO EDGE DISTANCI4
IT0 CONCRETE ANDilviASONRY 12�1/ MIN)
MO —WOOD STRUCTUREt1 " IN
INTO METACT STRUCTURE _=.._3/4 Mi
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
FLANGE
INSTALLATION DETAILS THRU 1X
WOOD BUCKS INTO CONCRETE
1BY
WOOD BUCK
TYPICAL M4'CHORS
SEE ELEV.
FOR SPACING
iFLANGEI
INSTALLATION DETAILS THRU 2X
BUCKS OR INTO WOOD STRUCTURES
2BY WOOD BUCK
OR
WOOD STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
4
INSTALLATION DETAILS
DIRECTLY INTO CONCRETE
(FLANGE)
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
(FLANGE)
INSTALLATION DETAILS INTO METAL
STRUCTURES OR INTO APPROVED MULLIONS
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
• •
• • •
••
•
• • • •
• •
• • • •
EQUAL LEG
1BY
WOOD BUCK
it% lm
TYPICAL ARICHORS
SEE ELEV.'
FOR SPACING
EQUAL LEG
2BY WOOD BUCK
OR
WOOD STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/4* MAX. ..
SHIMS
EQUAL LEG
a V
TYPICAL ANCHORS a
SEE ELEV.
FOR SPACING
EQUAL
METAL
STRUCTURE
TYPICAL ANCHORS
—SEE ELEV.
FOR SPACING
A
• •
• ••
• • •
• •
• •
• • •
•• •
(TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. TAPCON BY 'IIW' (Fu=120 KSI, Fy=92 KSI)
1741 DIA. ULTRACON-BY 'ELCO' (Fu=177 KS! Fy=155_KSI)!
UNTO 2BYWO00_BUCKS OR WOOD STRUCTURES;
1-172"-MIN _PENETRATION INTO WOOD=
aTI RU 1BYBUCKS 1NTC1 COK,Q. MASO_NR .
`'F=1' 4_-MIN EMBED INTO CONC._QR®MASONRY)
tDIRECTL NTO CONC OR_MASONR
171 j4. MIN EMBED INTO G_C)NC :C)R-MASONRY)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
14 SMS OR SELF DRILLING SCREWS' IGRADE2.;CRS
:INTO—MIAMI=D'ADE COUNTY AP_PRONEICLMULUONS (MINTHK) I� .U�9o"))
(NO SHIM SPACE)
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
Engr: JAVAD AHMAD
CML
RA. PE jl 70592
C.A.N. 3i38
MAY
PRODUCT REVISED
as complying with the Florida
Building Code ��_!�
Acceptance No
Lac iralion Date
13y
Miami adc Pro uct C ntrol
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drawing no.
W10-02
sheet 4 of 6 )
TYPICAL INSTALLATION DETAILS
' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
INSTALLATIS DETAILS THRU 1X
WOOD BUCKS
FLANGE ADAPTOR
v. 1BY
WOOD BUCK
N
0 CONCRETE
2 3/8" MIN.
2 3/8" MIN.
TYPICAL A1TCHORS
SEE ELEV. "
FOR SPACING
•
•
WHEN USED THE MIN. WOOD
BUCK DEPTH SHALL BE 2%".
THE USE OF DEEPER OR
BEVELED WOODBUCKS IS
PERMITTED.
BUCK WIDTH
INSTALLATION DETAILS THRU 2X
BUCKS OR INTO WOOD STRUCTURES
FLANGE ADAPTOR
2BY WOOD BUCK
OR
WOOD STRUCTURE
FIN FRAME
TYPICAL ANCHORS:
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
x
En
WO
NOT
LEV. FOR SPACING
#8 SMS (GRADE 2 CRS)
INTO 2BY WOOD B.''S OR WOOD STRUCTURES
1-1/4" MIN. P RATION INTO WOOD
r---� i
BUCK WIDTH
1
INSTALLATION DETAILS
DIRECTLY INTO CONCRETE
FLANGE ADAPTOR
1/4" MAX.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
�CTURE
Gi
MIAMI—DADE COUNTY
APPROVED MULLION
& MULLION ANCHORS
SEE SEPARATE NOA
#14 X 1" SMS.
MIN ,
ov
o •
1/4" MAX.
GAP
HOUSE WRAP
NOT BY CGI
r 1
r MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
-J
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
INSTALLATION DETAILS IN METAL
STRUCTURES OR INTPPROVED MULLIONS
FLANGE ADAPT
BUCK HEIGHT
METAL
STRUCTURE
EXTERIOR
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A N. 3538
015
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 /4" MAX.
GAP
1/2" MIN.
• •
• • •
•• •
• •
•• ••
• • •
• •
• •
• • •
•• •
BACKBED L'
CAULKING
ODIJCI' REVISED
as ' plying with the Florida
Buil.-. Code
Acccplan
iration
By
Mia
o 1 -D412. 03
20
Dade Product
COMP -ANL\W10-o2CGI
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drawing no.
W10-02
sheet 5 of 6
{.068
f
.065
FLANGE FRAME
8112
1.495
.995
.065
TYP.
1.335
8 2
FLUSH FRAME/FIN FRAME
GLAZING BEAD (LAM. GLASS)
�.120
E4 GLAZING BEAD (LAM. INSUL. GLASS)
1.000 i-.125
.500
GLAZING ANGLE (LAM. INSUL. GLASS)
1.130-1-.065
1.550
.050 -�
NAIL FIN ADAPTER
1.680
Es FLANGE ADAPTOR
.180
--1.395
F.180
.050
.065
FLUSH FRAME COVER
1.119
.291
,0503—L 1.081-iI—f
M2 SCREW COVER
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
El
CGI-118
4/ WDW.
FLANGE FRAME
6063-T6
-
E2
CGI-119
4/ WDW.
FLUSH FRAME/FIN FRAME
6063-T6
-
E3
CGI-121
4/ WDW.
GLAZING BEAD (LAM. GLASS)
6063-T6
-
E4
CGI-123
4/ WDW.
GLAZING BEAD (LAM. INSUL. GLASS)
6063-T6
-
E5
CGI-110
4/ WDW.
NAIL FIN ADAPTOR
6063-T6
-
E6
CGI-109
4/ WDW.
FRONT FLANGE ADAPTOR
6083-T6
-
M1
CGJ-382V
AS REQD.
GLAZING BULB VINYL
PVC
DUROMETER 75-80 SHORE A
M2
CGI-124
AS REQD.
SCREW COVER- OPTIONAL
PVC
-
M3
L CGI-112
AS REQD.
FLUSH FRAME COVER
PVC
-
M4
-
OPTIONAL
GLAZING ANGLE (1 X 1/2 X 1/8")
6063-T5
-
M5
-
2/ LITE
SETTING BLOCKS
EPDM
DUROMETER 85±5 SHORE A
S2
#10 X 1--1/4"
2/ CORNER
ASSEMBLY SCREW PHL. PH SMS
ST/ST
-
CIRCULAR WINDOWS
WELDED JOINT
AT ENDS
RECT. OR SQUARE WINDOWS
TYP. CORNER DETAILS
Engr: JAVAD AHMAD
CML
FiA. PE # 70592
C.AN 3538
2015
• •
• • •
•• •
•
• • • •
• •
• • • •
••
•• ••
• • •
• •
• •
• • •
•• •
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No 1 5-
iration Date
By
Mm
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ade Product Cona
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0
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drawing no.
YY 1 0-02
sheet 6 of 6
• • • •
•
•
•
• • • •
•
• • • •
•
• • •
• •
• • •
• • • •
•
•
•
••••
•
• • • •
•
GENERAL WINDOW SECTIONS
FLANGE FRAME
SNUBBER
AT IMPACT WINDOWS ONLY
0
D.L. OPG.
VENT WIDTH
WINDOW WIDTH
EXTERIOR
INSTRUCTIONS;
USE CHARTS AS FOLLOWS.
STEP 1
STEP 2
STEP 3
STEP 4
STEP 5
WINDOW HEIGHT
0
0
w
=
0
x
0
a.
0
0
.J
0
a
0
0
FOR GLASS TYPES,
REFER TO
SHEETS 3 AND 4.
0
0
DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE/TYPE.
USING CHART ON SHEET 6 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON
SHEET 7 TO DETERMINE CAPACITY.
THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4
SHALL APPLY TO ENTIRE SYSTEM.
D.L. OPG.
CAM LOCKS
2 LOCK POINTS
ALL SIZES
2 1/2"
VENT WIDTH
1"
WINDOW WIDTH
NOTES:
WINDOW WIDTH
VENT WIDTH
WW-2"
D.L. OPG.
WINDOW HEIGHT
MAXIM MULTI POINT LOCK
BY 'TRUTH'
ALT. TO CAM LOCKS
MAX. WDW.
HEIGHT
LOCK
POINTS
42"
2
63"
3
84"
4
6
WW-7"
A
I
I
1
1
1
1
6" MAX. IYP.
HEAD/SILL
CORNERS
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
i0
24" MAX. TYP,
AT HEAD/SILL
TYPJCAL ELEVATION)
((FLANGE _FRAME"
MULTI POINT LOCK
BY 'INTERLOCK'
ALT. TO CAM LOCKS
MAX. WDW.
HEIGHT
LOCK
POINTS
38"
2
56"
3
74'
4
84"
5
• •
• • •
•• •
•
• • • •
• •
• • • •
• •
•• ••
• • •
• •
• •
• • •
•• •
THEM—W1NDOWS-AR RATED.:FOR-LARGE &S!' L-La-MISSIL€-I
SHUTTERS -ARE- NOT REQUtRZED.
(THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS RE THE FLORIDA BUILDING 'CODE INCLUDING, HIGH. VELOCITY
HURRICANE ZONE' (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
FOR MULLION/MULTIPLE UNITS, REFER TO
SEPARATE CGI MULLION N.O.A.
Engr: JAVAD AHMAD
CIVIL
FLA. PE 70592
CAN. 3538
4 2615
PRODUCT REVISED
as complying with the Florida
Building Code s5.0.51-4•
Acceptance No �1� j
E 'ratio J Date vo��- w 8
By
�ii
Dade Produci Con
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8
LOCK OPTION ADDED
2
8
a
6
a
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0
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drawing no.1
W98-100J
sheet 1 of 7
SNUBBER
rAT IMPACT WINDOWS ONLY
Q.L. OPG.
VENT WIDTH
WINDOW WIDTH
EXTERIOR
GENERAL WINDOW SECTIONS
EQUAL LEG FRAME
INDOW HEIGH
VENT HEIGHT
n.
O
FOR GLASS TYPES,
REFER TO
SHEETS 3 AND 4.
VENT WIDTH
WINDOW WIDTH
D.L. OPG.
(DC
CAM LOCKS
2 LOCK POINTS
ALL SIZES
3/4"
MAXIM MULTI
9A BY 'TRUTH'
ALT. TO CAM LOC
INT LOCK
F-
s
0
w
zLLI
csi
0
co
WINDOW WIDTH
VENT WIDTH
WW-1 1/2"
D.L. OPG.
WW-6 1/2"
MAX. WOW.
CK
HEIGHT
PO
42'
2
63"
3
84'
4
6" MAX. TYP.
HEAD/SILL
CORNERS
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
• •
• • •
•• •
24" MAX. TYP.
TYPICAL ELEVATION
(EQUAL LEG FRAME)
MULTI POINT LOCK
98 BY 'INTERLOCK'
ALT. TO CAM LOCKS
Engr: JAVAD AHMAD
CIVIL
FLA. PE. 70592
CAN. 3538
AT HEAD/SILL
MAX. WDW.
HEIGHT
LOCK
POINTS
38"
2
56'
3
74'
4
84"
5
ODUCT REVISED
mplyiug with the Florida
B)ul� Code
Accepla)k <, No f 5• OS•19
Ex , italion J.
•
• • • •
• •
• • • •
•
•• ••
•
• •
• • •
•. •
By
Miam
40 Le
ade Product
14)
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drawing no.
W98-100
sheet 1.1 of 7
.•
•
•
•
••••
• •
••••
•
••
•
•
VENT CORNER
ALL FRAME AND VENT CORNERS TO 8E
SEALED WITH GE SILPRUF OR EQUIV.
FRAME CORNER
O CORNER KEY
.062 THICK ALUMINUM
.080 TYP.
FLANGE FRAME
2.215 2.465
2.465 2.715
EQUAL LEG FRAME
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
CGI-373
4
FLANGE FRAME
6063-T6
INDALEX OR EQUIV.
LA
CGI-397
4
EQUAL LEG FRAME
6063-T6
INDALEX OR EQUIV.
2
CGI-378
4
VENT (5/16" LAM. GLASS)
6063-T6
INDALEX OR EQUIV.
2B
CGI-381
4
VENT (INSUL LAM. GLASS)
6063-T6
INDALEX OR EQUIV.
2C
CGI-385
4
VENT (7/16" LAM. GLASS)
6063-T6
INDALEX OR EQUIV.
3
CGI-375
4
OGEE GLAZING BEAD
6063-T5
INDALEX OR EQUIV.
3A
CGI-396
4
SQUARE GLAZING BEAD
6063-T5
INDALEX OR EQUIV.
4
-
4
.060 THICK CORNER KEY
ALUMINUM
-
5
-
8
.060 THICK CORNER KEY
ST. STEEL
-
6
AP-425
AS REQD.
FRAME WEATHERSTRIPPING
-
SCHLEGEL APTUS
7
Q250-K-190
AS REQD.
VENT WEATHERSTRIPPING
-
SCHLEGEL Q-LON
8
35-10-00-101
2/ VENT
4 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS
9
24-13-00-202
2/ VENT
FACE MOUNT LOCK
STEEL
TRUTH, ATTACHED W/ (2) $8 X 3/8" SMS
9A
-
1/ VENT
MULT1 POINT LOCK
-
TRUTH
98
-
1/ VENT
MULTI POINT LOCK
-
INTERLOCK
10
-
2/ VENT
.110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK
STEEL
CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS
11
-
1
OPERATOR (OPTIONAL)
STEEL
TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS
11A
-
1
OPERATOR (OPTIONAL)
STEEL
INTERLOCK
12
30175
1
OPERATOR TRACK
STEEL
TRUTH. ATTACHED W/ (2) #8 X 3/8" SS SMS-
13
-
2/ CORNER
FRAME AND VENT ASSEMBLY SCREWS
-
#10 X 1-1/4" SS SMS
1.757
1.222 -.I
O VENT (5/16" LAM. GLASS)
—1.757
.090 TYP.
—1,624
.090 TYP.
VENT (7/16" LAM. GLASS)
CGI-375: OGEE GLAZING STOP
.808 4�ff .830
• .617
CGI-396: SQUARE GLAZING STOP
Engr: JAVAD AHMAD
CIVIL
FLA. PE % 70592
C.A.N. 35
PRODUCT REVISE!)
as complying with the Florida
Acceptsng Cce N `5 "OJi ��� l Cf
Acceptance No
C"ac iration Tate # .�1. ,�I J
8Y
MiamDade Product Co
C9
0
0
0
CO
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•
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• •
FAX.
)
drowing no.
W98-100
(sheet 2 of 7 1
•*
•
•
.090" Soflex Clear And Color Glass
By 'Eastman Chemical Co.'
.090" 8utacite PVB
By 'Kuraroy America, Inc.'
SILICONE
GE-1200
DOW 995
DOW 899
3/16" ANN. GLASS
.075" Soflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Gloss
By 'Eastman Chemical Co.'
.090" SentryGlas
By 'Kuraroy America, Inc.'
.090" Butocite PVB
By 'Kuraray America, Inc.'
11111 3/16" ANN. GLASS
1-
INTERLAYERS-
7/16" NOMINAL
GLASS TYPE '3'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
20"
24"
28'
30"
32"
36"
40"
42"
110.0
194.3
110.0
195.0
110.0
195.0
110.0
161.9
110.0
195.0
110.0
195.0
110.0
138.8
110.0
195.0
110.0
195.0
"
110.0
129.5
110.0
195.0
110.0
195.0
36
110.0
121.4
110.0
195.0
110.0
195.0
107.9
107.9
110.0
195.0
110.0
195.0
97.1
97.1
110.0
195.0
110.0
120.0
92.5
92.5
110.0
120.0
60.0
60.0
20'
24"
28'
30"
32'
36"
40"
42"
42"
110.0
166.5
110.0
195.0
110.0
195.0
110.0
138.8
110.0
195.0
110.0
195.0
110.0
118.9
110.0
195.0
110.0
195.0
110.0
111.0
110.0
195.0
110.0
195.0
104.1
104.1
110.0
195.0
110.0
120.0
92.5
92.5
110.0
120.0
110.0
120.0
83.3
83.3
110.0
120.0
110.0
120.0
79.3
79.3
110.0
120.0
60.0
60.0
20"
24'
28"
30"
32'
36"
48"
110.0
145.7
110.0
195.0
110.0
195.0
110.0
121.4
110.0
195.0
110.0
195.0
103.8
104.1
110.0
195.0
110.0
120.0
97.1
97.1
110.0
195.0
110.0
120.0
91.1
91.1
110.0
120.0
110.0
120.0
80.9
80.9
110.0
120.0
110.0
120.0
40"
42"
72.8
72.8
110.0
120.0
110.0
120.0
69.4
69.4
110.0
120.0
60.0
60.0
20"
24"
28'
30"
32'
36"
40"
42"
54"
110.0
129.5
110.0
195.0
110.0
195.0
98.0
107.9
110.0
195.0
110.0
195.0
88.2
92.5
110.0
120.0
110.0
120.0
84.4
86.3
110.0
120.0
110.0
120.0
80.9
80.9
110.0
120.0
110.0
120.0
71.9
71.9
110.0
120.0
110.0
120.0
64.8
64.8
110.0
120.0
110.0
120.0
61.7
61.7
110.0
120.0
60.0
60.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM El 300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
SILICONE
GE-1200
DON 995
DOW 899
z
7
3/16" HEAT STREW() GLASS
.075" Saflex CP With PET Core
By 'Eostmon Chemical Co.'
.090" Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
.090" SentryGlas
By 'Kuraroy America, Inc.'
.090" Butocite PVB
By 'Kuraroy America, Inc.'
41'
3/16" HEAT STREN'D GLASS
1111411
INTERLAYERS-
7/ 16" NOMINAL
GLASS TYPE '6'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
SILICONE
GE-1200
DOW 995
DOW 899
SQUARE BEAD
OPTIONAL
ALL GLASS TYPES
E V'ALUES OF IMPACT REST
NO SHUTTERS REQUIRED
TO SHEETS 5 THRU 7 FOR <INST#I A
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '6'
WINDOW DIMS.
ratASS-TYPE-'2-
GLASS TYPE '3'
GLASS TYPE '6'
WIDTH
HEIGHT
EXT. (+) 1NT. (-)
EXT. (+)
1NT. (-)
EXT. (+)
1 NT. (-)
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
1NT. (-)
20'
24"
28"
30"
32"
36"
40"
42"
60"
98.8
112.6
110.0
195.0
110.0
195.0
85.8
95.4
110.0
195.0
110.0
120.0
76.7
83.3
110.0
120.0
110.0
120.0
73.2
77.7
110.0
120.0
110.0
120.0
19-1/8"
26-1/2"
37'
42"
r 26"
110.0 195.0
110.0
195.0
110.0
195.0
110.0 195.0
110.0
195.0
110.0
195.0
110.0 145.4
110.0
195.0
110.0
195.0
11u:l " `i181'r'
110.0
195.0 *
110.0
195.0 *
70.2
72.8
110.0
120.0
110.0
120.0
64.8
64.8
110.0
120.0
110.0
120.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
19-1/8"
26-1/2"
37"
42"
38-3/8"
110.0 190.6
110.0
195.0
110.0
195.0
110.0 137.5
110.0
195.0
110.0
195.0
98.5 98.5
110.0
194.5
110.0
120.0
86.8 86.8
110.0
120.0
110.0
120.0
20'
24"
28"
30"
32"
36"
40"
66"
86.7
86.7
110.0
195.0
110.0
195.0
73.4
73.4
110.0
120.0
110.0
120.0
64.2
64.2
110.0
120.0
110.0
120.0
19-1/8"
26-1/2"
60.6
60.6
110.0
120.0
110.0
120.0
42"
110.0 144.5
110.0
195.0
110.0
195.0
99.7
;74.7
104.3
74.7
110.0
110.0
195.0
120.0
110.0
110.0
195.0
120.0
65.8 65.8
110.0
120,0
110.0
120.0
57.5
57.5
110.0
120.0
110.0
120.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
20"
24"
28"
30"
32"
36'
72"
66.4
66.4
110.0
195.0
110.0
120.0
19-1/8"
26-1/2"
37"
42"
63"
96.7 104.2
110.0
195.0
110.0
195.0
74.9 77.9
110.0
120.0
110.0
120.0
60.0 60.0
110.0
120.0
110.0
120.0
60.0
60.0
60.0
60.0
56.1
56.1
110.0
120.0
110.0
120.0
48.9
48.9
110.0
120.0
110.0
120.0
46.0
46.0
110.0
120.0
110.0
120.0
19-1 /8"
26-1/2"
37"
74-1/4"
63.0 63.0
110.0
195.0
110.0
120.0
46.6 46.6
110.0
120.0
110.0
120.0
59.8
59.8
59.8
59.8
43.6
43.6
110.0
120.0
110.0
120.0
37"
77"
56.3
56.3
56.3
56.3
60.0
60.0
60.0
60.0
32"
36�
76"
60.0
60.0
60.0
60.0
60:0
20"
24"
28"
30"
32"
78"
52.0 52.0
43.8 43.8
38.1 38.1
110.0
110.0
120.0
120.0
110.0
110.0
120.0
120.0
110.0
120.0
110.0
120.0
1 10.0
120.0
60.0
60.0
60.0
60.0
60.0
60.0
20'
24"
28"
30°
32"
84"
41.5
41.5
110.0
120.0
110.0
120.0
34.9
34.9
110.0
120.0
110.0
120.0
110.0
120.0 54.5
54.5
51.2
51.2
51.2
51.2
48.3 48.3 48.3
48.3
NOTE:
LOAD/AREA LIMITS
FOR +110.0, -120.0 PSF = 16.34 SQ. FT.
+110.0, -195.0 PSF = 10.00 SQ. FT.
* LIMIT MAX. LOADS TO 171.0 PSF
WHEN MULTI POINT LOCK BY 'INETRLOCK'
1S USED
9B
**
** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY
SEE SHEET 1
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A. . 3538
015
• •
• •
••
•
• • • •
•
• • • •
•
/
•• ••
• • 4
• /
• •
• • /
••
PRODUCT REVISED
as complying wilh the Florida
Building Code ZD' OJo 12 111
Acceptance No
Bxpiratio L Date f8
BY
Man Da& Product Cat
TEL. (305) 2648100
C
UTSWING CASEMENT
• •
•
Li.••
•
•
40 •
•
O•ta.i.•
46 N
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• fi
Z 1
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U3
FAX. (305) 593-6592
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Vl ' N
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N 0 4
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N
0
0
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0
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)
drawing no.
W98--100
(sheet 3 of 7
•
••
•
•
• •
••
•
� •
•
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY QUANEX'
1/8" TEMP. GLASS
AIR SPACE
1/8" ANN. GLASS
INTERLAYERS-
.075" Saflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
.090" SentryGlos
By 'Kuraray America, Inc.'
.090" Butacite PVB
By 'Kuraray Americo, Inc.'
.-1/8" ANN. GLASS
3/4" INSULATED
GLASS TYPE '2A'
SILICONE
GE-1200
DOW 995
W 899
SETTI . BLOCKS
2/ LITE
EPDM
DUROMETER 8
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
WIDTH
20"
24"
28"
30"
32"
36"
40"
42"
20'
24"
28"
30"
32"
36"
40'
42"
HEIGHT
36"
42"
GLASS TYPE '2A'
EXT.
(+)
110.0
INT.
(-)
194.3
GLASS TYPE '3A'
EXT.
(+)
110.0
1 NT.
(-)
195.0
110.0
161.9
110.0
195.0
110.0
138.8
110.0
195.0
110.0
129.5
110.0
195.0
110.0
121.4
110.0
195.0
107.9
107.9
110.0
195.0
97. i
97.1
110.0
120.0
92.5
110.0
92.5
166.5
110.0
110.0
120.0
195.0
110.0
138.8
110.9
195.0
110.0
118.9
110.0
195.0
110.0
111.0
110.0
195.0
104.1
104.1
110.0
120.0
92.5
92.5
110.0
120.0
83.3
79.3
83.3
79.3
110.0
110.0
120.0
120.0
20"
24"
28"
30"
32'
36'
40"
42'
20"
24"
28"
30"
32"
36"
40"
42"
48"
54"
110.0
110.0
145.7
121.4
110.0
110.0
195.0
195.0
104.1
104.1
110.0
120.0
97.1
97.1
110.0
120.0
91.1
80.9
91.1
80.9
110.0
110.0
120.0
120.0
72.8
69.4
110.0
98.0
92.5
72.8
69.4
129.5
107.9
92.5
84.4 86
110.0
110.0
110.0
11
10.0
110.0
120.0
195.0
195.0
120.0
120.0
80.9 0.9
71. J 71.9
.8 64.8
61.7 61.7
110.0
110.0
110.0
110.0
120.0
120.0
120.0
120.0
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
PERFORMANCE VALUES OF I
1/8" TEMP. GLASS
AIR SPACE
1/8" TEMP. GLASS
INTERLAYERS -
.075" Saflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Gloss
By 'Eastman Chemical Co.'
.090" SentryGlos
By 'Kuraray Americo, Inc.'
.090" Butacite PVB
By 'Kuraray America, Inc.'
-1/8" TEMP. GLASS
3/4" INSULATED
GLASS TYPE '3A'
CT RESISTANT WINDOWS
NO SHUTTERS R .RED
REFER TO SHEETS 5 THRU 7 FOR I _ • LAT1ON DETAILS
WINDOW
WIDTH
20"
24'
28"
30"
32"
36"
40"
42'
20"
24"
28'
30"
32"
36"
40"
20"
24"
28'
30'
32"
3
32'
36'
20'
24"
28'
32"
20"
24"
28"
30'
32'
DIMS.
HEIGHT
60"
66"
76"
78"
84"
GLASS TYPE '2A'
EXT.
(+)
98.8
85.8
76.7
73.2
70.2
1 NT.
(-)
112.6
95.4
83.3
77.7
72.8
SS TYPE '3A"
EXT.
110.0
110.0
110.0
110.0
110.0
1 NT.
1
(-)
95.0
120.0
120.0
120.0
64.8
64.8
110.0
120.0
60.0
60.0
60.0
86.7
73.4
64.2
60.6
57.5
60.0
60.0
66.
.1
48.9
46.0
43.6
60.0
60.0
60.0
86.7
73.4
64.2
60.6
57.5
60
0.0
66.4
56.1
48.9
46.0
43.6
60.0
60.0
110.0
110.0
110.0
10.0
110.0
109.3
95.3
89.8
85.0
169.0
120.0
118.2
112.2
120.0
109.3
95.3
89.8
85.0
60.0
52.0
60.0
52.0
101.3 101.3
43.8
43.8
85.4
85.4
38.1
74.3
74.3
60.0
41.5
60.0
41.5
80.8
34.9
54.5
51.2
48.3
34.9
54.5
51.2
48.3
68.0
68.0
SILICONE
DOW 995
SETTING BLOCKS
2/ LITE
EPDM
DUROMETER 85±5
PERFORMANCE VALVES OF IMPACT RESISTANT Yi
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALL/al° AILS
WINDOW DIMS.
WIDTH
19-1/8"
26-1/2"
42"
19-
26-1/2
3
19-1/8"
42"
26-1/2"
37"
42"
26-1/2
HEIGHT
-3/8"
74-1/4
GLASS TYPE 'EA'
EXT.
(+)
110.0
1NT
95.0
WS
LASS TYPE 'SA'
EXT.
(+)
1NT. (-)
110.0 195.0
110
203.0
110.0 195.0
0.0
145.4
110.0 195.0
110.0
110.0
128.1
190.6
110.0 195.0
110.0
137.5
110.0 195.0
98.5
98.5
110.0 120.0
86.8
10.0
9
74.7
65.8
96.7
74.9
86.8
144.5
104.3
74.7
104.2
77.9
110.0 120.0
110.0 195.0
110.0 195.0
110.0 120.0
110.0 195.0
0.0 120.0
60.0
60.0
110. 117.0
60.0
63.0
46.6
59.8
56.3
60.0
63.0
46.6
59.8
56.3
90.9 90.9
* LIMIT MAX. LOADS TO 171.0 PSF
WHEN MULTI POINT LOCI< BY 'INETRLOCK'
IS USED
** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY
SEE SHEET 1
NOTE:
LOAD/AREA LIMITS
FOR +110.0, -120.0 PSF = 16.34 SQ. FT.
SQUARE BEAD
OPTIONAL
ALL GLASS TYPES
/
•
•
•
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
D FLORIDA BUILDING COMMISSION
DE RATORY STATEMENT DCA05-DEC-219
CIVIL
2615
PRODUCT REVISED
as emptying with the Florida
IE lion Date 44A."31,01%,
HY
Dade ci
20113
•
et 2
CC 0
11.
CC ca
O It
re
01
u.
0
vi
COMP-ANL\W98-100CGI
CC
•
•
•
•
0
ERAL REVISION
co
0
date: 12-04-98
•
0
drawing no.
W98-100
sheet 4 of 7
INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES)
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
2-1/2' MIN.
INSTALLATION TYPE '1'
1 3/8"
2 1/8" —I
WOOD BUCK TYPE '1'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL,
ON ALL FOUR SIDES/USING WOOD
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
SEALANT
o• o. G
S Q �} V7
1" MIN.
2-1/2" MIN.
INSTALLATION TYPE '2'
2 1/8" j
MIN.
WOOD BUCK TYPE '2'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOF
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '3'
1 3/8"
WOOD BUCK TYPE '3'
lB LTA : PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
ALUM CHANNEL
3/4" X 1" X 3/4' X 1 /8"
2-1/2' LONG
AT ANCHOR LOCATIONS
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
SEALANT
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
t
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '4'
2 1/8'
MIN.
WOOD BUCK TYPE '4'
MATERIAL • PRESSURE_IEEATFI)
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
ALT. ANCHOR LOCATION
WITH SHEAR CLIP
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
METAL
STRUCTURES
1/8" THK. MIN.
ATTACHMENT TO
METAL STRUCTURES
S
to
• •
• • •
•. •
—1/8" MIN.
r— —1
r�TI
• • • •
•
• • • •
• .
.• .•
TYPICAL ANCHORS
SEE ELEV. FOR SPACING : •
SEE SHEET 6 FOR DESC QIPTIO i
• • •
• •
r-�
. t11111N.U111111111an
ATTACHMENT TO
APPROVED MULLIONS
0
0
0
0
00
J
z
a
o.
0
V
O
0
0
c
0
0.
v
0)
NO CHANGE THIS SHEET
PER RER COMMENTS
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
.•
•
•
••••
• •
•••.
� .
• • • • •
•
•
Engr; JAVAD AHMAD
CML
FLA. PE 1 70592
CA.N. 3538
M
PRODUCT REVISED
as complying with giv Florida
Building Code t5.O$12, I
Acceptance No or
Ex,iration Date !r3jrrl. 2018
13y
Miam ' ado Product
in a (' M a N
o)
•
O N O ('1 C.18.ia}j
N N `^ 0 0 0
L 0 ,. 0 I —
�.•
co
rn
0
0
•
N
0
)
/\o
C
drawing no.
W98-100
(sheet 5 of 7
INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
TYPICAL HORS
SEE ELEV. = ; SPACING
SEE SHEET 6 DESCRIPTION
INSTALLATION TYPE '1'
o'
1 3/8"
2 1 /8"
WOOD BUCK TYPE '1'
MATERIAL' PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
BUCK INSTALLATION BY OTHE
INSTALLATION TYPE '3'
TYPIC ' NSTALLATIO D
ON FOUR SIDES USING . 'OD
1 3/8"
2 7/8"
WOOD BUCK TYPE '3'
MATERIAL: PRESSURE TREATED
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
2-1/2" MIN. J
e
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
ALLATION TYPE '2'
2 1/8"
MIN.
D BUCK TYPE '2'
TERIAL: PRESSURE TREATED
PICAL INSTALLATIDETAIL
ON - FOUR SID- SI>,G WOOD
1!.IIN.
TYPICAL AN •RS
SEE ELEV. FO` PACING
SEE SHEET 6 FO ESCRIPTION
" 0
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '4'
2 1/8"
MIN.
WOOD BUCK TYPE '4'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
r—rj--i I
TYPICAL ANCHORS
SEE ELEV. FOR SP ''`'G
SEE SHEET 6 F!' 'ESCRIPTION
METAL
STRUCTURES
1/8" THK. MIN.
ATTACHMENT TO
METAL STRUCTURES
2
to
• •
• •• •
•. •
•
••••
• •
0000
•. ..
•
1/8' MIN. • •• •
TYPICAL ANCHORS •• ••
SEE ELEV. FOR SPACING • • •
SEE SHEET 6 FOR DESCRIPTION
ATTACHMENT TO
APPROVED MULLIONS
Engr. JAVAD AHMAD
CML
FLA. PE 1 70592
CAN. 3538
PRODUCT -REV!
as complying with the . orida
Building Code t5'0rr12.
Acceptance No
B" 'ration Dale
By
Mian Dade Product Cot
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NO CHANGE THIS SHEET
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sheet 51 of 7
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PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
ANCHORS W/0 SHEAR CLIP
ANCHORS WITH SHEAR CLIP
AT 17" 0.C.
AT 10" 0.C.
AT 17" 0.C.
AT 10" 0.C.
WIDTH
HEIGHT
EXT.(+)/INT.(-)
EXT.(+)/TNT.(-)
EXT.(+)/INT.(-)
EXT.(+)/TNT.(-)
20°
24-
28'
30"
32"
36"
40"
42-
36"
195.0
195.0
154.8
195.0
195.0
195.0
129.0
172.0
192.9
195.0
110.6
147.4
180.0
195.0
103.2
137.6
168.8
195.0
96.8
129.0
150.0
195.0
86.0
114.7
135.0
180.0
77.4
103.2
128.6
171.4
73.7
98.3
20'
24"
28"
30"
32'
36"
40"
42°
42"
195.0
195.0
132.7
176.9
192.9
195.0
110.6
147.4
165.3
195.0
94.8
126.4
154.3
195.0
88.5
117.9
144.6
192.9
82,9
110.6
128.6
171.4
73.7
98.3
115.7
154.3
66.3
88.5
110.2
146.9
63.2
84.2
20'
24'
28"
30"
32"
36'
40"
42"
48"
195.0
195.0
154.8
193.5
195.0
195.0
129.0
161.3
192.9
195.0
110.6
138.2
180.0
195.0
103.2
129.0
168.8
195.0
96.8
120.9
150.0
187.5
86.0
107.5
135.0
168.8
77.4
96.8
128.6
160.7
73.7
92.1
20"
24"
28'
30'
32"
36'
40'
42"
S4"
195.0
195.0
137.6
195.0
195.0
195.0
114.7
172.0
171.4
195.0
98.3
147.4
160.0
195.0
91.7
137.6
150.0
195.0
86.0
129.0
133.3
195.0
76.4
114.7
120.0
180.0
68.8
103.2
114.3
171.4
65.5
98.3
20"
24"
28"
30"
32'
36"
40'
42-
60,
195.0
195.0
123.8
185.8
180.0
195.0
103.2
154.8
154.3
195.0
88.5
132.7
144.0
195.0
82.6
123.8
135.0
195.0
77.4
116.1
120.0
180.0
68.8
103.2
108.0
162.0
61.9
92.9
102.9
154.3
59.0
88.5
-20'
24"
28'
30.
32"
36"
40"
66"
1 J5.0
195.0
140.7
105.0
195.0
195.0
117.3
164.2
175.3
195.0
100.5
140.7
163.6
195.0
93.8
131.3
153.4
195.0
88.0
123.1
136.4
190.9
78.2
109.5
122.7
171.8
70.4
98.5
20"
24"
28-
30"
32"
36"
72"
195.0
195.0
129.0
180.6
187.5
195.0
107.5
150.5
160.7
195.0
92.1
129.0
150.0
195.0
86.0
120.4
140.6
195.0
80.6
112.9
125.0
175.0
71.7
100.3
PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
ANCHORS W/0 SHEAR CLIP
ANCHORS WITH SHEAR CLIP
AT 17" 0.C.
AT 10" 0.C.
AT 17" 0.C.
AT 10" 0.C.
WIDTH
HEIGHT
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
32"
36'
76"
133.2
195.0
76.4
122.2
118.4
189.5
67.9
108.6
20"
24"
28"
30"
32"
78"
195.0
195.0
119.1
190.5
173.1
195.0
99.2
158.8
148.4
195.0
85.1
136.1
138.5
195.0
79.4
127.0
129.8
195.0
74.4
119.1
20"
24"
28"
32"_
84"
195.0
195.0
132.7
195.0
195.0
195.0
110.6
165.9
165.3
195.0
94.8
142.2
154.3
195.0
88.5
132.7
I 1R11 iNCE VALE OF`INSTA 4TIhN`A C 31 iJ"
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
ANCHORS W/0 SHEAR CLIP
ANCHORS WITH SHEAR CLIP
AT 17" O.C.
AT 10" 0.C.
AT 17" 0.C.
AT 10" 0.C.
WIDTH
HEIGHT
` Sit..O/TNT.(-)
EXT.(+)/INT.(-)
EXT.(+)/TNT.(-)
EXT.(+)/TNT.(--)
19-1 /8'
26-1 /2"
195.0
195.0
149.4
195.0
26"
195.0
195.0
107.8
161.8
37' i
195.0 l
195.0
77.2
115.9
19-1/8
26-1/2"
37"
38-3/8"
195.0
195.0
151.9
195.0
191.2
195.0
109.6
146.1
136.9
182.6
78.5
104.7
19-1 /8'
26-1/2"
195.0
195.0
153.5
191.9
50-5/8'
193.2
195.0
110.8
138.5
37
1� 138.4 i
173.0
79.3
99.2
191/8'
26-1/2"
37'
42'
63"
195.0
195.0
123.3
195.0
i 55.3
195.0
89.0
155.8
111.2
194.6
63.8
111.6
98.0
171.4
56.2
98.3
19-1 /8"
26-1/2"
37°
74-1/4'
195.0
195.0
130.8
195.0
164.7
195.0
94.4
151.1
117.9
188.6
67.6
108.1
ANCHORS WITH SHEAR CLIP
• •
• • .
.• •
•
•••.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4", DIA. •KWIK-CON II BY .'HILTI'(Fu=163 KSI, Fy=157. KSI)
1/4" DIA. 'ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES+
1-1/2" MIN. PENETRATION fNTO WOOD
THRU iBY BUCKS INTO 'CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. .OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1--1 /4" MIN. 'EMBED INTO .CONC. OR MASONRY
14 •SMS OR SELF DRILLING SCREWS (GRADE.? Cam)
IFITO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN: THK
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063LT5 MIN.)
(STEEL IN CONTACT WITH .ALUMINUM TO BE PLATED .OR. PAINTED)
TYPICAL -:EDGE DISTANCE
„
NTOCONCRETE AND -MASONRY -= { 2-1 / 2 MIN,
INTO WOOD' STRUCTURE =
••
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•
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CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
Engr. JAVAD AHMAD
CIVIL
FIA. PE jI 70592
CAN. 3538
15
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No 15-05)2. Iq
Expiration Dale
By✓�. - i
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sheet 6 of 7
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
WINDOW DIMS.
WIDTH HEIGHT
20'
24'
28'
30°
32'
36'
40'
42"
20°
24"
28"
30"
32"
36'
40'
42'
20"
24'
28"
30"
32"
36"
40"
42"
20"
24"
28"
30"
32'
36"
40"
42"
20'
24'
28"
30"
32"
36'
40"
20"
24"
28"
30'
32"
36"
40'
20"
24'
28"
30"
32'
36"
36"
42'
66"
72"
110.0 195.0
110.0
110.0
110.0
110.0
110.0
105.8
97,0
110.0
110.0
106.9
103.5
100.7
97.0
110.0
110.0
109.1
99.8
95.5
91.9
80.6
110.0
97.0
86.8
82.8
95.9
91.3
87.3
60.0
60.0
110.0
0
186.5
182.4
179.5
177.3
145.1
120.0
179.5
159.6
146.6
141.9
138.1
120.0
160.9
154.8
120.0
120.0
120.0
120.0
110.5
153.2
133.0
119.0
113.5
120.0
120.0
119.7
60.0
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
WINDOW DIMS.
WIDTH HEIGHT
20"
24'
28'
30'
36'
20"
24"
28'
30'
32'
20°
24'
28"
30'
32°
EXT.(+)
105.8
90.9
80.5
76.3
60.0
60.0
102.7
88.2
7.9
7
60.0
110.0
97.0
85.5
INT.(-)
120.0
120.0
110.3
104.7
60.0
60.0
120.0
120.0
120.0
1
120.0
117.3
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
WINDOW DIMS.
WIDTH
HEIGHT
EXT.(+)
INT.(-)
19-1/8"
110.0
195.0
26-1/2"
26"
110.0
195.0
37"
110.0
184.2
42'
110.0
152.4
19-1/8"
110.0
195.0
26-1/2"
38-3/8"
110.0
172.6
37"
110.0
156.3
42°
_
95.7
120.0
19-1/8"
110.0
195.0
26-1/2"
50-5/8'
110.0
154.7
94.0
120.0
37'
42"
89.8
120.0
19-1/8"
109.3
149.9
-1/2'
63"
84.8
116.2
67.9
93.1
42'
60,0
60.0
19-1/8"
110.0
154.8
26-1/2"
74-1 '
86.4
118.5
37'
60.0
60.0
19-1/8"
10
120.0
26-1/2"
76"
84.0
115.2
37"
60.0
.1 •
19-1/8'
108.3
120.0
26-1/2"
77"
82.7
113.4
37'
60.0
60.0
TYPICAL ANCHORS: SEE ELEV. t SPACING
A - 1/4" DIA. KWIK-CON 11 BY ' (Fu=163 KSI, Fy=157 KSI)
DIRECTLY INTO CONC. OR SONRY
1-1/4" MIN. EMBED 0 CONC. OR MASONRY
DIRECTLY
1-1/4"
2-
1
Y-'ECCO' (Fu=177 KSI, Fy-155 KSI)
CONC. OR FILLED BLOCK
N. EMBED INTO CONCRETE
MIN. EMBED INTO GROUT FILLED BLOCKS
(GRADE 2 CRS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
97.0 20.0 TYPICAL EDGE DISTANCE
86.► 117.9
81.7 112.0
77.9 106.9
60.0 60.0
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
ALUMINUM BUCK FRAMING DETAILS
REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACflIES
USE LOWER APPLICABLE VALUES.
2 1/2" MIN.
EDGE DIST.
#14 SMS
AT 6" FROM E
17" 0.C. M
24" 0.C.
AT JAMBS
AT HEAD/SILL
A TYPICAL ANCHORS TYPE 'A' OR 'B'
AT 6" FROM ENDS AND
" O.C. MAX. AT JAMBS
.C. MAX. AT HEAD/SILL
1
INSTALLATION TYPE '5'
.065
.562
TYPICAL INSTALLATION AIL
ON ALL FOUR SIDES/USING ALUMINU
.845
2.500
.592 r-
ALUMINUM BUCK
6063-T6
• .845
-.065
OPTIONAL COVER
6063-T6
1" MIN.
#14 SMS
• •
• • •
•• •
•
AT 6" FROM ENDS
17' O.C. MAX. AT JAMBS .'' • •
24" 0.C. MAX. AT HEAD/SILL • • • •
• •
•• ••
• • •
•
• •
• •
•• •
TYPICAL ANCHORS TYPE 'C'
AT 6" FROM ENDS AND
17" O.C. MAX. AT JAMBS
24' O.C. MAX. AT HEAD/SILL
INSTALLATION TYPE '6'
2BY WOOD BUCK OR WOOD STRUCTURES
CK SYSTEM
Engr: JAVAD AHMAD
CML
FLA. PE ' 70592
C.A.N. 3538
as con
Building
Acceptance
13 „"ration Date
UCT REVIS1D
ing with the Florida
e. 1 s-o 512 .ra
2018
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drawing no. 1
W98-100
sheet 7 of 7
•
•.
•
•
•
(GENERAL WIND OWi SECTIONS)
1FLA,NGE(FRAME
WINDOW WIDTH
VENT WIDTH
VENT HEIGHT
D.L. DPG.
VENT WIDTH
WINDOW WIDTH
EXTERIOR
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP 1
STEP 2
STEP 3
STEP 4
STEP 5
NDOW HEIGHT
DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
a_
a.
J
4,
� r
5L
FOR GLASS TYPES
REFER TO
SHEETS 4 THRU 6
a.
D
o®
SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE/TYPE.
USING CHART ON SHEET 9 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
1N STEP 1 ABOVE.
IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON
SHEETS 10 & 11 TO DETERMINE CAPACITY.
THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4
SHALL APPLY TO ENTIRE SYSTEM.
b
AT EACH END AND
18" O.C. ON SHORTER SIDES
20" O.C. ON LONGER SIDES
D.L. DPG.
2 1/2'
VENT WIDTH
•
WINDOW WIDTH
FOR MULLION/MULTIPLE UNITS, REFER TO
SEPARATE CGI MULLION N.O.A.
WW-2"
D.L. OPG.
11
11
It
11
II
'I
nil-7"
11 --
1
b 18" MAX.
TYPICAL ELEVATION
(FLANGE FRAME)
b•
6" MAX. TYP.
HEAD/SILL
CORNERS
•
(0 0
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL . .
• • •
•• •
MAX. ANCHOR SPACING TO BE AS FOLLOWS
17" O.C. ON LONGER SIDES
18" O.C. ON SHORTER SIDES
NOTES:
{THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THEE
REQUIREMENTS OF THE FLORIDAFLORICsk BUILDING CODE_INCLUDING_HIGH VELOCIT_
(HURRICANE _ZONE..(HVHZ)
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE.
•
• •
• • • •
•
•• ••
• •
• •
• . •
• • •
%THESE WINDOWS�ARE-RATED =FOR -LARGE :MISSlLEJMPACT
°SHJUTTERS RED !NOT REQUIRED")
Engr: JAVAD AHMAD
CIVIL
FLA. PE 70592
C.A.N. 538
15
PRODUCT REVISED
as complying wish the Florida
Building Code
Acceptance Not 5 " 0612• t �o
Ex � iration Date f,�T l ,'2L , +j
ede Product
ALUMINUM FIXED WINDOW
co
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593-6592
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GENERAL REV.
UPDATED TO 2010 FOC
NO CHANGE THIS SHEET
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drawing no.
W99--10j
(sheet 1 of 11
•'
•
•
•
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•..
•
•
•
•
GENERAL WINDOW SECTIONS
EQUAL LEG FRAME
VENT HEIGHT
D.L. OPG.
3/4' VENT WIDTH
u
a.
_J
FOR GLASS TYPES,
REFER TO
SHEETS 4 THRU 6
0
AT EACH END AND
18" 0.0. ON SHORTER SIDES
20" 0.C. ON LONGER SIDES
/2'
VENT WIDTH 3/4'
WINDOW WIDTH WINDOW WIDTH
EXTERIOR
a.
0
0
IN
a.
0
J
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WINDOW WIDTH
VENT WIDTH
WW-1 1/2"
D.L. OPG.
WW-6 1/2"
MAX. TYP.
HEAD/SILL
CORNERS
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
• • .
•• •
•
18" MAX.
TYPICAL ELEVATION
(EQUAL LEG FRAME)
MAX. ANCHOR SPACING TO BE AS FOLLOWS
17" O.C. ON LONGER SIDES
18" O.C. ON SHORTER SIDES
Engr: JAVAD AHMAD
CIVIL
FLA. PE 70592
CAN. 3538
2015
PRODUCT REVISED
complying with the Florida
II mg u Code A15.0512.16
cce� ,;-1ceNo
lzx irati *ate / - 2018
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drawing no.
W99 —10
(sheet 2 of 11
VENT CORNS@
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
FRAME CORNER
CORNER KEY CORNER KEY
.060 THICK ST. STEEL .062 THICK ALUMINUM
2,215 2.465
.080 TYP.
FLANGE FRAME
2.465 2.715
.080 TYP.
EQUAL LEG FRAME
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
CGI-373
4
FLANGE FRAME
6063-T6
INDALEX OR EQUIV.
IA
CGI-397
4
EQUAL LEG FRAME
6063-T6
INDALEX OR EOUN.
2
CGI-378
4
VENT (5/16" LAM. GLASS)
6063-T6
INDALEX OR EOUN.
28
CGI-381
4
VENT (INSUL. LAM. GLASS)
6063-T6
INDALEX OR EQUIV.
2C
CGI-385
4
VENT (7/16" LAM. GLASS)
6063-T6
INDALEX OR EQUIV.
3
CGI-375
4
OGEE GLAZING BEAD
6063-T5
INDALEX OR EQUN.
3A
CGI-398
4
SQUARE GLAZING BEAD
6063-T5
INDALEX OR EQUIV.
4
-
4
.060 THICK CORNER KEY
ALUMINUM
-
5
-
8
.060 THICK CORNER KEY
ST. STEEL
-
6
AP-425
AS REQD.
FRAME WEATHERSTRIPPING
-
ULTRAFAB/SCHLEGEL
7
Q200 X190
AS REQD.
VENT WEATHERSTRIPPING
-
SCHLEGEL Q-LON
8
-
AS RE00.
VENT SCREWS 0 20' 0.C. LONGER SIDES, 18" 0.C. SHORTER SIDES
-
#10 X 1' SS SMS
9
-
2/ CORNER
FRAME AND VENT ASSEMBLY SCREWS
-
110 X 1-1/4" SS SMS
10
-
2/ LITE
SETTING BLOCKS
EPDM
DUROMETER 65±5 SHORE A
Engr: JAVAD AHMAD
CIVIL
FLA. PE • 70592
C.A.N. 3538
4 Z015
F1.757
.090 TYP.
720
1.438
¢1.222J
VENT (5/16" LAM. GLASS)
1-1,757
.090 TYP.
.720
1.438
1,624
VENT (INSUL. LAM. GLASS) •
•••
r-1.757
.090 TYP.
CGI-375: OGEE GLAZING STOP
.763
.808 i .830
.617 E."-
CGI-396: SQUARE GLAZING STOP
PRODUCT REVISED
a9 complying with the Florida
Building Code t5-0512 Acceptance No /j(�o
Ex�iralion Date I_�5]IN.�-
By
Kann do Product Conked
•
•
•
• •
• •
1010400
• •
10000
i
TEL. (305) 2648100
0
0
rn
rn
3
a
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0
0
0)
I
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M
CHANGE THIS SHEET
0
drawing no.
W99-10
sheet 3 of 1 1
••
•
•
•
1/8" ANN. GLASS
INTERLAYERS
.090" Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
.090" Butacite PVB
By 'Kuraray America, Inc.'
1/8" ANN. GLASS
S1LIC❑NE
GE-1200
DOW 995
DOW 899
AT 1/4 POINTS ON LITES
WIDER THAN 36"
5/16" NOMINAL
GLASS TYPE .2'
3/16" ANN. GLASS
INTERLAYERS
3/16" ANN. GLASS
.075" Saflex CP With PET Core
By 'Eastmon Chemical Co.'
.090" Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
.090" SenlryGlas
By 'Kuraray Americo, Inc.'
.090" Butacite PVB
By 'Kuraroy America, Inc.'
SILIC❑NE
GE-1200
DOW 995
DOW 899
AT 1/4 POINTS ON LITES
`=2 ?/IDER THAN 36"
7/16" NOMINAL
GLASS TYPE •3'
PERFORMANCE VALUES OF IMPACT_ RESISTA.IVT WINDOWS'
REFER TO-SHEEFS 7 TAU 11 FOR LNSrAUATt0N-DETAILS
WIND01M DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GMASS'TYPY "61
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-),
EXT. (+)
1NT. (.-
19-1/8"
26-1/2"
37"
53-1/8"
26„
110.0
195.0
110.0
195.0
110.0
195.0
110.0
166.2
110.0
195.0
110.0
195.0
110.0
166.2
110.0
172.5
110.0
195.0
110.0
120.0
110.0
148.2
110.0
195.0
19-1/8"
26-1/2"
37"
53-1/8"
38-3/8"
110.0
195.0
110.0
195.0
110.0
195.0
110.0
163.0
110.0
167.7
110.0
195.0
110.0
116.8
110.0
151.9
101.8
180.5
84.1
84.1
108.8
118.7
108.8
118.7
19-1/8"
26-1/2"
37"
53-1/8"
50-5/8"
110.0
185.7
110.0
187.6
110.0
195.0
110.0
131.2
110.0
148.7
110.0
195.0
95.0
95.0
110.0
120.0
110.0
120.0
67.9
67.9
85.3
85.3
85.3
85.3
19-1/8"
26-1/2"
37"
53-1/8"
&3"
110.0
177.5
110.0
179.4
110.0
195.0
102.7
102.7
110.0
120.0
110.0
120.0
70.5
70.5
102.1
111.3
102.1
111.3
57.7
57.7
81.3
81.3
81.3
81.3
19-1/8"
110.0
120.0
110.0
174.6
110.0
195.0
• 1 2"
b9.8
83.8
110.0
120.0
'110.0
- . _ 120.0
37"
53-1/8"
74-1 44`
56.9
90.0
90.0
90.0
90.0
56.9
-
-
-
-
70.0
70.0
3/16" HEAT STREN'D GLASS
.075" Saflex CP With PET Core
By 'Eostmon Chemical Co.'
.090" Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
.090" SentryGlos
By 'Kuraray America, Inc.'
.090" Butacite PVB
By 'Kuraray America, Inc.'
3/16" HEAT STREN'D GLASS
4II
1
11114,1
igh AT 1 /4 POINTS ON LITES
t r- N 36"
SILICONE
GE-1200
DOW 995
DOW 899
SQUARE BEAD
OPTIONAL
ALL GLASS TYPES
Engr: JAVAD AHMAD
CIVIL
FLA. PE 70592
C.A.N. , 538
MAY
015
• •
• • •
•• •
•
• • • •
• • • •
• •
•••
••
• • •
•
• •
• • •
•. 4
PRODUCT REVISED
as complying with the Florida
Building Code (r, "0512.10.
Acceptance No
Ex. 'ration Date UP-511// • Ij(jfB
By
Mini
Dade
Product'
fel"
V
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zd
a.
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0
J
0
Ct
w
w
CO
M
N
CC
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0
07
• • 0
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•
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:tot uu (44
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431
O▪ •.• t+1)
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o o•p cJ
�-o 1-
ND CHANGE THIS SHEET
0
0
0
dote: 02-1 9—99
•
•
N
N
471
dr• by HAMID
drawing no.
W99-10
••
•
•
•
•
• •
•.
•
•
•
•
(sheet 4 of 11
4u.
.PERFORIIIANCE VALUES 0F IMPACT RESISTANT
'REFFJ1.TO St1Ek'15_ _11*W_L1.l�PA_[r1SrAuitEIN:
TI�,cS`
WS
PERFORMANCE VALUES OP IMPACT ES1S ANT WI
J REFER TO SHEETS 7 1tt9U11. FOR,P4S174E► U
IDOWS4 '
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DUALS
,
��
ro 1
r,
O
01
WINDOW DIMS.
GLASS TYPE '2'
"CLASS BYl?'E`S
GLASS TYPE '6'
WINDOW DAIS.
CLASS TYPE '2'
GLASS TYPE '3'
r"'CYPE
'8'
WI `OW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYP' '8'
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
',i
rt -
EXT. (+)
1NT. (-)
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
DR. (+)
-INT. (-)
pL 1..INT
(
WIDTH
HEIGHT
EXT. (+)
TNT. (-)
EXT. (+)
INT. (-)
IXT. (+)
. (-)
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
TEL. (305) 264-8100 FAX. (305) 262-6978
COMP—ANL\W9
24'
110.0
180.0
M '
181.9
110.0
195.0
24-
110.0
120.0
110.0
151.6
110.0
195.0
24'
110.0
114.4
110.0
120.0
110.0
120.0
NOTE:
30'
110.0
144.0
110.0
166.3
110.0
195.0
30'
91.2
91.2
110.0
120.0
110.0
i
120.0
30'
65.7
65.7
90.0
90.0
90.0
90.0
LOAD AREA LIMITS
36'
110.0
120.0
110.0
161.7
104.7
185.5
36'
78.9
76.9
105.9
115.5
105.9
115.5
36'
48.6
48.6
90.0
90.0
90.0 '
90.0
FOR +1 10, -195 PSF = 10.0 SQ. FT.
42'
110.0
120.0
110.0
120.0
110.0
120.0
42"
87.9
67,9
90.0
90.0
90.0
90.0
42'
-
-
-
-
90.
90.0
+ 1 10, - 1 20 PSF = 16.3 SQ. FT.
48'
104.8
104.6
110.0
120.0
110.0
120.0
48'
65.0
65.0
90.0
90.0
90.0
90.0
48'
-
-
-
-
7'.0
70.0
+90, -90 PSF = 24.0 SQ. FT.
54'
88.3
88.3
110.0
120.0
110.0
120.0
54"
60.2
60.2
80.0
80.0
80.0
80.0
54-
-
-
-
-
'.0
70.0
+70, -70 PSF = 35.0 SQ. FT.
57'
81.9
81.9
108.3
118.1
108.3
118.1
57'
57.8
57.6
75.8
75.8
75.8
75.6
57'
-
-
-
-
70.0
70.0
+50, -50 PSF = 45.0 SQ. FT.
60'
76.9
76.9
105.9
115.5
105.9
115.5
60'
-
-
-
-
72.0
72.0
60'
-
-
-
-
70.0
70.0
63'
38'
72.5
72.5
103.7
113.2
103.7
113.2
63'
b0•
-
-
-
-
70.0
70.0
63'
84'
-
-
-
-
50.0
50.0
66'
68.5
68.5
90.0
90.0
90.0
90.0
66'
-
-
-
-
70.0
70.0
66"
-
-
-
-
50.0
50.0
69"
64.5
64.5
90.0
90.0
90.0
90.0
69'
-
-
-
-
70.0
70.0
69'
-
-
-
50.0
50.0
72'
60.9
60.9
90.0
90.0
90.0
90.0
72"
-
-
-
-
70.0
70.0
72'
-
-
-
50.0
50.0
75'
57.8
57.8
90.0
90.0
90.0
90.0
75"
-
-
-
-
70.0
70.0
75'
-
-
-
50.0
50.0
78'
55.0
55.0
90.0
90.0
90.0
90.0
78'
-
-
-
-
70.0
70.0
24'
• • •
88.6
110,0
120.0
110.0
120.0
81'
50.2
50.2
90.0
90.0
90.0
90.0
81'
-
-
-
-
70.0
70.0
30'
57.4
57.9
90.0
90.0
90.0
90.0
84'
48.6
48.8
90.0
90.0
90.0
90.0
84"
-
-
-
-
70.0
70.0
36'
43.0
43.0
90.0,
90.0
90.0
90.0
87'
47.0
47.0
90.0
90.0
90.0
90.0
87'
-
-
-
-
50.0
50.0
42'
-
-
-
70.0
70.0
24'
110.0
168.0
110,0
169.7
110.0
195.0
24"
110.0
119.6
110.0
120.0
110.0
120.0
48'
-
-
-
70.0
70.0
WDW. WIDTH
30'
110.0
144.0
110.0
150.9
110.0
195.0
30'
81.8
81.8
110.0
120.0
110.0
120.0
54'
96•
-
-
-
-
50.0
50.0
(
)
36'
110.0
120.0
! !
110.0
120.0
36"
68.5
68.5
90.0
90.0
90.0
90.0
57'
-
-
-
50.0
50.0
SERIES-238 ALUMINUM FIXED WINDOW (L.M.I.)
Ccr. VANDO V6 & DOCIR
10100 :M.W. •2ITM STRE,FF •
DbVAL: FL. 33172
TEL. (305) 593-6590 FAX. (305) 593-6592
42'
102.9
102.9
110.0
120.0
42"
60.2
60.2
90.0
90.0
90.0
90.0
60'
-
-
-
50.0
50.0
WINDOW LENGTH
48'
67.2
87.2
110.0
120.0
110.0
120.0
48"
57.0
57.0
90.0
90.0
90.0
90.0
63'
-
-
-
-
50.0
50.0
54'
76.9
76.9
103.9
113.4
103.9
113.4
54'
-
-
-
-
80.0
80.0
66'
-
-
-
-
50.0
50.0
/,
57'
72.2
72.2
90.0
90.0
90.0
90.0
57'
-
-
-
-
70.0
70.0
24'
70.4
70 °
90.0
90.0
90.0
90.0
,
///
60'r-i
67.9
87.9
90.0
90.0
90.0
90.0
60'
-
-
-
-
70.0
70.0
30'
56.4
..4
90.0
90.0
90.0
90.0
//
42
90.0
90.0
90.0
63'
66'
-
-
-
--
68.6
68.6
38'
-
-
-
-
70.0
70.0
•• • • •
63'
63.9
53.9
90.0
66'
60.2
60.2
90.0
90.0
90.0
90.0
66"
-
-
-
-
65.5
65.5
42"
-
-
-
-
70.0
70.0
•• •
69'
55.3
55.3
90.0
90.0
90.0
90.0
69"
-
-
-
-
65.5
65.5
48-
108"
-
-
-
50.0
50.0
•
72'
52.0
52.0
90.0
90,0
90.0
90.0
72'
-
-
-
-
65.5
65.5
54'
-
-
-
50,0
50.0
75'
49.1
49.1
90.0
90.0
90.0
90.0
75'
-
-
-
-
65.5
65.5
57'
-
-
-
-
50.0
50.0
• • • • • •
78'
46.7
46.7
58.4
88.4
90.0
90.0
78"
-
-
-
-
50.0
50.0
60'
-
-
-
50.0
50.0
81'
44.8
44,8
85.4
WINDOW LENGTH
85.4
90.0
90.0
81"
-
-
-
-
50.0
50.0
24'
" .5
59.5
90.0
90.0
90.0
90.0
• •
64"
-
-
-
-
90.0
90.0
84'
-
-
-
-
50.0
50.0
30-
-
-
-
-
90.0
90.0
• • • •
87'
-
-
-
-
70.0
70.0
87'
-
-
-
-
50.0
50.0
36'
-
-
-
-
70.0
70.0
• • •
24'
110.0
160.0
110.0
161.7
110.0
195.0
24'
110.0
111.5
110.0
120.0
110.0
120.0
42'
120'
-
-
-
-
70.0
70.0
W. WIDTH
• •
30'
110.0
120.0
110.0
141.1
108.2
191.8
30'
77.0
77.0
110.0
120.0
110.0
120.0
48'
-
-
-
50.0
50.0
is
/ //'
• •
•••
36"
104.8
104.8
110.0
120.0
110.0
120.0
36'
60.9
60.9
90.0
90.0
90.0
90.0
54'
-
-
-
50.0
50.0
�i///
• •
42"
87.2
87.2
110.0
120.0
110.0
120.0
42'
52.0
52.0
90.0
90.0
90.0
90.0
24'
46.9
46.9
90.0
90. '',
90.0
90.0
120.0
110.0
120.0
48"
50.6
50.6
85.5
85.5
90.0
90.0
30"
-
-
-
-
70.0
70.0
48'
77.3
77.3
110.0
54'
69.8
89.8
90.0
90.0
90.0
90.0
54'
-
-
-
-
70.0
70.0
36'
32'
-
-
-
-
70.0
70.0
�
description
GENERAL REV.
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
UPDATED TO 2D14 FBC
NO CHANGE THIS SHEET JI
57"
66.3
66.3
90.0
90.0
90.0
90.0
57'
-
-
-
-
70.0
NOTE:
70.0
42'
-
-
-
-
50.0
50.0
60'
65.0
65.0
90.0
90.0
90.0
90.0
60'
-
-
-
-
70.0
' 70.0
48'
-
-
-
-
-'.0
500
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
63'
48'
60.8
60.8
90.0
90.0
90.0
90.0
63'
72'
-
-
-
-
68.5
68.6
24'
41.3
41.3
90.0
90.0
..0
90.0
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
66'
57.0
57.0
90,0
90.0
90.0
90.0
66'
-
-
-
-
65.5
65.5
30'
-
-
-
-
7 •
70.0
69"
53.6
53.6
89.6
89.6
90.0
90.0
69'
-
-
-
-
62.6
62.6
3
_
144
-
-
-
-
50.
50.0
72'
50.6
50.6
85.5
85.5
90.0
90.0
72'
-
-
-
-
50.0
50.0
-
-
-
-
50.0
50.0
75'
-
-
-
-
90.0
90.0
75'
-
-
-
-
50.0
50.0
24'
-
-
-
-
70.0
70.0
78'
-
-
-
-
70.0
70.0
78'
-
-
-
-
50.0
50.0
30'
156'
-
-
-
-
70.0
. 70.0
81'
-
-
-
-
70.0
70.0
81'
-
-
-
-
50.0
50.0
36'
-
-
-
-
50.0
50.0
84'
-
-
-
-
70.0
70.0
84'
-
-
-
-
50.0
50.0
87"
-
-
-
-
70.0
70.0
87'
-
-
-
-
50.0
50.0
(revisions:
24
24'
110.0
142.2
110.0
155.9
110.0
195.0
24'
106.1
108.1
110.0
120.0
110.0
120.0
*'
p
ti
co 0
^
o
o
:
"i
ry
=
in
n
0
Ed
0
.13
o
0
30'
103.3
103.3
110.0
120.0
110.0
120.0
30'
70.2
70.2
110.0
120.0
110.0
120.0
36'
88.3
88.3
110.0
120.0
110.0
120.0
36'
55.0
55.0
90.0
90.0
90.0
90.0
NOTE:
42"
76.9
76.9
103.9
113.4
103.9
113.4
42'
46.7
46.7
88.4
88.4
90.0
90.0
GLASS CAPACITIES ON THIS SHEET ARE
c
4(.1
_
-
45'
69.8
69.6
90.0
90.0
90.0
90.0
48•
-
-
-
-
70.0
Too
54'
67.4
67.4
80.0
80.0
80.0
80.0
54"
-
-
-
-
70.0.
` 700
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
date: 02-19-99J
scale: 1/2" s )' 1
dr. by: HANID
r �
chk. by:
57'
63.7
63.7
80.0
60.0
80.0
80.0
57'
-
-
-
-
07 0
,
70.0
Engr: JAVAD AHMAD
60'
�,
60.2
60.2
80.0
80.0
80.0
80.0
80"
-
-
-
-
70.0
70.0
REVISED
63'
57.1
57.1
80.0
80.0
60.0
'78•
CIVILPRODUCT
80.0
63'
-
-
-
-
68.8
88.6
M. PE 70592
as complying with the Florida
86'
-
-
-
-
80.0
60.0
8'
-
-
-
-
50.0
50.0
3538
Building Code lg"dst`.t6
-
70.0
70.0
69'
-
-
-
-
1
k.A:N.
Acceptance No ` 1R^
69'
-
-
-
a001
s•50A1
irati Dale
72'
-
-
-
-
70.0
70.0
72'
-
-
-
-
50.0
50.0
1 0IB
75"
-
-
-
-
70.0
70.0
75"
-
-
-
-
50.0
50.0
By
,
drawing no.
W99- 1 0
78'
-
-
-
-
70.0
70.0
78'
-
-
-
-
50.0_
50.0
Mi Dade Product ut
81'
-
-
-
-
70.0
70.0
81'
-
-
-
-
. 50.6, -
50.0 1
44015
84'
-
-
-
-
70.0
70.0
87'
-
-
-
-
70.0
70.0
(sheet 5 of 11
•
••
•
•
• • • •
• •
• • • •
••
•
•
•
•
XL EDGE SPACER
ST. STEEL 8Y 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY `QUANEX'
1/8" TEMP. GLASS
AIR SPACE
1/8" ANN. GLASS
INTERLAYERS
‘11
401111%1/8"
ANN, GLASS
ILICONE
200
DO '95
DOW 8
0
3/4" INSULATED
GLASS TYPE '2A'
AT 1/4 POINTS ALL SI
.075" Saflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Glass
By 'Eastman Chemicol Co.'
.090" SentryGlas
By 'Kuroray America, Inc.'
.090" Butacite PVB
By 'Kuroray Americo, Inc.'
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
1/8" TEMP. GLASS
rAIR SPACE
1/8" TEMP. GLASS
INTERLAYERS
3/4" INSULATED
GLASS TYPE '3A'
.075" Saflex CP With PET Core
By 'Eastman Chemicol Co.'
.090" Saflex Clear And Color Gloss
By 'Eastman Chemical Co.'
.090" SentryGlas
By 'Kuroray America, Inc.'
.090" Butacite PVB
By `Kuroray Americo, Inc.'
1/8" TEMP. GLASS
SILICONE
GE-1200
DOW 995
DOW 899
AT 1/4 POINTS ALL SIZES
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESI T WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION -_. AILS
PERFORMANCE VALUES OF IMPACT RESIST WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INST '' DETAILS
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WINDOW DIMS.
GLASS TYPE '2A'
GLASS
. '3A'
WINDOW DIMS.
GLASS TYPE '2;'
GLASS TYPE '3A'
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
1NT. (-)
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1 N . -)
WIDTH
HEIGHT
EXT. (+)
1 • -)
EXT. (+)
1NT. (-)
24"
30"
36"
42"
48"
54-
57"
60"
63"
66"
69"
72"
75"
78"
81-
84'
87"
36"
110.0
180.0
110.0
180.0
24"
30"
36"
42"
48"
54"
57"
60"
63'
66"
69"
72"
48"
110.0
160.0
110.0
160.0
24'
110.0
118.4
110.0
120.0
110.0
144.0
110.0
144.0
110.0
120.0
110.0
120.0
0"
8 •
81.8
110.0
120.0
110.0
120.0
110.0
120.0
110.0
111.3
110.0
120.0
3.
72"
• 4.7
64.7
90.0
90.0
110.0
120.0
110.0
120.0
92.7
92.7
96.9
102.9
42"
55.2
55.2
90.0
90,0
82.1
82.1
84,8
90.0
110.0
111.3
110.0
120.0
48'
53.7
53.7
90.0
90.0
93.8
93.8
110.0
120.0
74.2
74.2
90.0
90.0
24"
110.0
114.8
110.0
120.0
87.0
87.0
110.0
116,9
70.4
70.4
90.0
90.0
+'
4.6
74.6
110.0
118.9
81.7
81.7
120.0
114.3
69.0
69.0
90.0
90.0
6"
78"
5;.
58.4
90.0
90.0
77.0
77.0
120.0
112.0
64.6
64.6
90.0
90.0
42"
49.6
49.6
90.0
90.0
72.7
72.7
90.0
90.0
60.5
60.5
90.0
90d
24"
110,0
W40►0
110.0
120.0
57.0
57.0
90.0
90.0
68.5
68.5
90.0
90.0
30'
84"
69.8
69.8
90.0
90.0
64.7
64.7
90.0
90.0
53.7
53.7
90.
90.0
36"
51.6
51.6
'.0
90.0
61.4
61.4
90.0
90.0
24"
30"
36"
42"
48'
54"
57"
60"
54'
110.0
151.0
0.0
154.3
24"
94.1
94.1
110.E
120.0
109.7
109.7
110.0
120.0
58.4
58.4
90.0
90.0
30"
96"
61.6
61.6
90.0
0.0
53.4
53.4
90.0
90.0
93.8
• .•
110.0
120,0
36"
45.6
45.6
90.0
90.'I
51.6
51.6
90.0
90.0
81.7
81.7
96.9
102.9
24-
74.8
74.8
90.0
90.0
49.9
49.9
90.0
90.0
7 .
74.2
90.0
90.0
30"
108"
59.9
59.9
90.0
90.0
24"
30'
36'
110.0
168.0
110.0
168.0
1.6
71.6
80.0
80.0
24'
120"
63.2
63.2
90.0
90.0
110.0
144.0
110.0
144.0
67.6
67.6
80.0
80.0
24"
132'
49.8
49.8
90.0
90.0
110.0
120.0
110.0
120.0
64.0
64.0
80.0
80.0
24'
144"
43.8
43.8
90.0
90.0
42"
48"
54"
57'
60'
63"
66"
69"
72"
75'
78'
81'
42,
102.9
102.9
96.9
102.9
63'
60.6
60.6
80.0
80.0
W
92.7
92.7
96.9
102.9
2
0'
60'
110.0
120.0
110.0
120.0
81.7
81.7
96.9
102.9
96.9
96.9
110.0
120.0
76.7
76.7
90.0
90.0
36"
42"
48'
54"
57"
81.7
81.7
110.0
114,3
72.1
72.1
90.0
9 '
72.1
72.1
90.0
90.0
WINDOW LENGTH 1-
67.9
67.9
90.0
•0.0
69.0
69.0
90.0
90.0
a
o
z
w
63.9
63.9
90. ,.
90.0
64.0
64.0
80.0
80.0
58.8
58.8
• •.0
90.0
61.2
61.2
75.8
75.8
55.2
55.2
90.0
90.0
24"
30"
36"
42'
66"
110.0
120.0
110.0
120.0
//%/'
rz-
MOON IM
52.2
90.0
90.0
86.9
86.9
110.0
120.0
49.6
49.6
90.0
90.0
72.7
72.7
90.0
90.0
47.
47.6
90.0
90.0
63.9
63.9
90.0
90.0
48' 60.5 60.5 90.0
90.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
DW. WIDTH
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
S' -'E BEAD
OPTIONAL
GLASS TYPES
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS •
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'•
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (=j'
19-1/8"
26-1/2"
37"
53-1/8"
26"
110.0
195.0
110.0
195.0•• '
110.0
166.2
110.0
166.2• •
110.0
166.2
110.0
166.2• • 1
110.0
120.0
110.0
120.0• • 1
19-1/8"
26-1/2"
37"
53-1/8"
38-3/8"
110.0
195.0
110.0
195.0: •'
110.0
163.0
110.0
163.0
110.0
116.8
110.0
•
116.8• • .
89.3
89.3
110.0
112.6
19-1/8"
26-1/2"
37"
53-1/8"
50-5/8"
110.0
185.7
110.0
185.7
110.0
139.4
110.0
147.2
100.9
100.9
110.0
116.8
72.1
72.1
85.3
85.3
19-1/8"
26-1/2"
37"
53-1/8"
63"
110.0
177.5
110.0
177.5
109.1
109.1
110.0
120.0
74.9
74.9
110.0
110.2
61.3
61.3
81.3
81.3
19-1/8"
26-1/2"
°I'\_37"
74-1/4"
110.0
120.0
110.0
120.0
95.4
95.4
110.0
120.0
60.4
60.4
90.0
90.0
TE:
LO
FOR
AREA LIMITS
10, -195 PSF = 9.32 SQ. FT.
+1 -120 PSF = 16.2 SQ. FT
+90, • 0 PSF = 24.0 SQ. FT.
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 0592
C.A.N. 35
MAY L 015
PRODUCT REVISED
omplying with the Florida
1g Code
AcI5' ztgy
Accep" .� a No
Lx iration`'_;te ar?31111.
Miami rude Product
•
TEL (305) 2648100
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0
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3
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••
•
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593-6592
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drawing no.
W99-10
sheet 6 of 1 1
INSTAtT
'CONDITQNS X.ANG 'FRAME I(APPLIE PTO #A:L FOU SIDES1
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9
U
O
•
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
2-1/2" MIN.
INSTALLATION TYPE '1'
1 3/8'
L 2 1/8'
WOOD BUCK TYPE '1'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
m
2-1/2" MIN.
INSTALLATION TYPE '2'
2 1/8'
MIN.
WOOD BUCK TYPE '2'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
SEALANT
0
1" MIN.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
d'
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '3'
1 3/8'
WOOD BUCK TYPE '3'
MATERIAL: PRESSIIRF TRFATFD
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
WOOD BUCKS NOT BY CGl CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
SEALANT
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
cu
a
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '4'
2 1/8'
MIN.
WOOD BUCK TYPE '4'
MATERIAL • PRFSSIJRF TRFATFD
TYPICAL INSTALLATION_ DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
METAL
STRUCTURES
ATTACHMENT TO
METAL STRUCTURES
T
h
•
• • •
•• •
•
TYPICAL ANCHORS • • • • • •
SEE ELEV. FOR SPACING • • • •
SEE SHEET 9 FOR OESCRIATION. •
••
•• .•
ATTACHMENT TO
APPROVED MULLIONS
Engr: JAVAD AH.i1AD
CIVIL
FLA. PE # 70592
CA - 3538
042015
PRODUCT REVISED
ss complying wvilh the Florida
Building Code
Acceptance No I
iralion Dale
By
Miami)E'Jade 'roduct
• • •
• •
• •
• • •
•• •
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W99-10j
sheet 7 of 11
INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9
ITV
aQ
a
4
4
1 " MIN.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
•
x
4 N,.•A Q
2-1/2" MIN.
INSTALLATION TYPE '1'
1 3/8'
2 1/8'
WOOD BUCK TYPE 11
MATFRIA,: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
ti
4
1" MIN —
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
/SEE SHEET 9 FOR DESCRIPTION
° • 4
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '3'
1 3/8'
2 7/8'
OD BUCK TYPE '3'
MATERIAL: PRESSURE TREATED
CA NSTAL • ' ETAIL
L FOUR =% S USING WOOD
WOOD BUCKS BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
x
• 4
2-1/2" MIN.
INSTALLATION TYPE '2'
a
o'
a
TYPICAL INSTALLATION DET
2 1/8'
MIN,
WOOD B ' TYPE '2'
MATR " RESSURE TREATED
ON ALL FOUR SIDES/USI OOD
MIN.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
•
BUCK INSTALLATION BY OTHERS
INSTALLATION TYPE '4'
2 1/8
MIN.
WOOD BUCK TYPE '4'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 9 FOR DESCRIPTION
ETAL
STRUCTURES
1/
ATTACHMENT TO
METAL STRUCTURES
ti
• •
• • •
•• •
•
• • • •
• •
• • • •
TYPICAL ANCHORS • ••
SEE ELEV. FOR SPACING •• ••
SEE SHEET 9 FOR DESCRIrrIt P •
• •
• •
• • •
•• •
ATTACHMENT TO
APPROVED MULLIONS
Engr. DR. HUMAYOUN FAR
STRUCTURES
FLA PE # 16557
C N. 538
) 4 7.01`i
PRODUCT REVISED
complying with the Florida
Bu g Code
Accep`, eNo 15-050.AC"
Ex 'ration le 401,s/A .
.Id
ade Product
By
Miami
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vo
m
0.
0
r!
n
r
m
0
0
t
rn
0
L
l
U
x
iv
r
i
••
•
•
•
•
drawing no.
W99-10
sheet 8 of 11
•
ivo.
o
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
PERFORMANCE VAL "=
,OF ►INSTAL AT1ON ANC! ORS
PERFORMANCE VALUES
OF INSTALLATION ANCHORS
I P�
OF I STALLATi ANCRO
WDW. WIDTH
REFER TO SHEETS 7 & 8 FOR DETAILS
REFER TO SHEETS 7 & 8 FOR DETAILS
EFEF3_,.TQ SHEETS .8c 8 FQR Ai
REFER TO SHEETS 7 & 8 FOR DETAILS
I
REFER TO SHEET 7 & 8 FOR 11ErN
WINDOW DIMS.
EXT. (+)
WINDOW
DIMS.
EXT. (+)
WINDOW
DIMS.
EXT. (4.)
WINDOW
DIMS.
EXT. (+)
WINDOW DIMS.
EXT (+) 1
rAL-FAROOQ CORPORATION
ENGINEERS Sc PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI, FLORIDA 33174
TEL (305) 264-8100 FAX (305) 262-6978
l COMP—ANL\W9
WIDTH
HEIGHT
INT. (-)
WIDTH
HEIGHT
INT. (-)
WIDTH
HEIGHT
INT -
WIDTH
HEIGHT
INT. (-)
lotr
I �'
WINDOW LENGTH
WIDTH
HEIGHT
,(-)
24'
195.0
24'
195.0
24"
195.0
24"
195.0w
19-1/8"
195.0
��'
//
195.0
195.0
///
'
W. WIDTH
36"
195.0
36"
195.0
36'
179.3
36"
150.6
37"
26"
195.0
o
0
42"
195.0
42"
195.0
42'
162.7
42"
133.5
53-1/8"
195.0
3
48'
193.6
46"
181.5
48'
151.3
48"
108"
121.0
19-1/8"
195.0
II
54"
195.0
54"
191.2
54'
143.4
54"
111.5
26-1/2"
195.0
57'
195.0
57'
172.1
57"
140.5
57"
107.7
37"
38-3/8"
195.0
NOTE:
60"
184.4
60"
156.4
60"
138.3
60"
104.2VERTICALLY
53-1/8"
195.0
WIDTH AND
LENGTH
DIMENSIONS CAN BE ORIENTED
63"
36"
172.1
63"
54"
143.4
63"
72"
136.6
24"
188.2
19-1/8"
195.0
INTERPOLATION
OR HORIZONTALLY
BETWEEN
AS SHOWN ABOVE.
SIZES ALLOWED.
66"
161.3
66'
132.4
66"
128.0
30"
154.9
26-1/2"
195.0
69"
189.8
69"
153.7
69"
134.7
36"
132.9
-1
50-5/8"
1950
72'
179.3
72"
143.4
72'
134.4
42"
120"
117.3
53--i /8`
195,0
75"
169.8
75"
134.4
75"
124.1
48"
105.9
19-1/8"
195.0
78"
161.3
78"
126.5
78'
115.2
54"
97.1
26-1/2'
195.0
81"
153.7
81"
119.5
81'
107.6
24"
193.6
37"
63"
169.3
( )I
SERIES-238 ALUMINUM FIXED WINDOW (LM.I.).,
• ••• • _•• • • •:
CGI WINDOWS & :DOORS : :
10100 N.4. 24TH • S1 Ef • : : •
DORAL, Ff. •33172 •
TEL (305) 593-6590 FAX. (305) 593-6592
84'
146.7
84"
113.2
84"
100.8
30"
158.9
53-1/8"
144.0
87"
168.3
87"
129.1
87'
113.9
36"
132"
135.9.
19-1/8"
195.0
•
•••
24"
195.0
195.0
• • •
24"
24"
195.0
42"
119.6
26-1 2'I
8
30"
195.0
30"
195.0
30'
184.4
48"
107.6
t
37"
_7_4�44
168.9
•
36"
19.Q-_......_
36"
184.4
36'
161.3
24"
195.0
53-1/8'
137.6
• • • •
• .
_.421._ I
195.0
42"
170.2
42'
145.6
30"
162.1
• • • •
48"
184.4
48"
161.3
48"
134.4
36"
144'
138.3
• •
•1
54'
195.0
54"
156.4
r 54' 1
126.5 ' 1
42"
121.4
•• ••
ILA
1 i!
57"
184.4
57"
155.3
57"
123.5
24"
181.5
--
• • •
60"
170.2
60"
154.9
60"
121.0
148.3
•
30"
156"
•
63"
42" I
158.0
63'
60"
140.8
63"
78
119.0
36"
126.3
F...
Fr
•
• • • •
66"
147.5
66'
129.1
66"
,
117.3
i
•
69"
172.9
69"
148.9
69"
116.1
72"
162.7
72"
138.3
72"
115.2
1
75'
153.7
75"
129.1
75'
114.7
;TYPICAL ANCHORS) E:EV atT SPACING
145.6
78"
78"
121.0
78'
t1 -•
k'[_/4""'DfA KWIK=COME III -BYE `HILT!' (I+u,=t63 KSt Fy 157 K51)
1 ) I
91'
138.3
81"
113.9
at"
"'
,-.
description l�
0
a
W
a
=
Q
NO CHANGE THIS SHEET
UPDATED TO 2014 FBC
TO CHANGE THIS SHEET JI
1 /4»-DIAL =ULTRACON #BY''ELCO }(Fug 177 KSI) 'Fy=155, al,
84'
131.7
84."
107.6
24'
195.0
87"
150.9
87"
122.3
30'
168.3
I TO2BY WOOD IBUCKS_OR_ OoD:STRUCTURES
24"
195.0
24"
195.0
36'
146.7
$1172_MIN (PENETRATION INTONOO1
30"
195.0
30"
182.2
42'
131.7
fTHRU 1BY'"BUCKS:INTO-CONIC QRT_MASt}tr4
36'
193.6
36"
161.3
48'
121.0
A i/4 MIN EMBED INTO - COW tMASOt
42"
184.4
42"
147.5
54'
113.2
,OR
48"
181.5
138.3
D1REC.TCY�"INTO;CONC y !FILLED)
48"
57'
110.2
„� ,
54"
181.5
!1'=3/, 4 MIN) 1EMBEI) INTO CONC) COI) ±FILLED, :;BLOCKS°
54"
132.4
60"
107.6
84"
57"
116.0
57"
130.4
63"
105.4
114 SMS1 OR SELF) DRILLING SCREWS ;(cRADE.2 cRs)'
(revisions:
.
60"
161.3
60"
129.1
66"
103.5
tMIAMI=DADE7COUNTY-AppROVED ;,.NIUL'LIONS) ((MIN .THI<3
a>
o
(0
(0._
o
2
-
^
in
in
n
o
st
st
-
g
kil
o
g
63"
48"
148.9
63"
66"
128.3
69"
102.0
INTO] 1.-/8s
138.3
INTO METAL STRUCTURES)
66"
66'
128.0
72"
100.8
c
4
0_
-
69"
161.3
69"
128.0
75'
99.9
STEED 024 !GA MIN'► (F-4 136) gSII !MIN)
(ALUMINUM�i (1/8, :THK? 'MIN) (6063aT5.' €MIN:}I
date: 02-19-99
scale: 1/2" - 1"
dr. by: HAMID
chk. by:
72"
151.3
72"
128.0
24"
195.0
ALUMINOM-TQ ORI
75"
142.4
75"
125.7
30'
172.1
(STEEL:_1Ni !CONTACT=WITH BED P1ATED !PAINTED})
78"
134.4
78"
117.3
36'
148.9
ATYPICAP. IEDGE4 =DISTANCe
Engr. JAVAD AHMAD
CIVIL
PRODUCT REVISED
81"
127.4
81'
110.0
42'
132.5
INTO CONCRETEs`AND !MASONRY' {2=2/2=MIN:
c PE#538 92
as complying with the Florida
Building Code
84'
121.0
84"
103.5
48'
96'
121.0
!INTO WOOD-STRUCTUREt td 1 .MIN)
Acceptance No lrJ"05i2. i�o
87'
138.3
87"
117.3
54'
112.2
�,� .
INTO =METAL STRUCTURE= (3�,04 MIN
Era irati 1 Dale 20Ip,
�"
57'
108.7
+ 4
20150
By
drawing no.
W99 -14
NOTE.
60`
105.8
YlIOOD-AT )-LEAD. SILL OR SG JAMBS ` &55 i MINK
Miam' adeProduct Con
INTERPOLATION BETWEEN SIZES ALLOWED.
63'
102.9
CONCRET£AT FfEAD; SILL OR JAMBS),f'c 300t> I'SI MINA
rC_90-HOU OW%FILLED-BLOCK_AT-JAMBS if j
/
66"
100.6
2OOO PSCMIN
sheet 9 of 1j)
� •
•
•
• • • •
• •
••••
•
•
•
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
WINDOW
WIDTH
24"
30"
36"
42"
48"
54"
57'
60'
63'
66'
69"
72"
75"
78"
81'
84"
87"
24"
30"
36"
42"
48"
54"
57"
60"
63'
66'
69"
72"
75"
78'
81'
84"
87"
24"
30"
36"
42"
48"
54'
59'
60"
63"
66'
69"
72"
75"
78"
81"
84'
87"
S.
HEIGHT
35"
42"
48"
ANCHORS ANCHORS
AT 17" 0.C. AT 10" O.C.
EXT. (+) EXT. (+)
INT. (-) INT. (-)
.0
195.
195.0
148.0
157.9
131.6
121.4
112.8
105.2
123.3
116.1
109.6
103.9
98.7
112.8
107.6
103.0
177.6
157.9
148.0
145.0
145.0
123.0
112.8
104.1
96.7
195.0
195.0
195.0
195.
195.0
182.2
169,1
184.2
172.7
162.5
153.5
166.2
157.9
150.3
161.5
154.4
195.0
195.0
195.0
193.3
187.9
184.5
169.1
156.1
169.1
112.8
157.9
105.7
148.0
99.5
139.3
94.0
150.3
89.0
142.4
101.5
135.3
96.7
145.0
92.3
195.0
138.4
195.0
172.2
195.0
157.9
195.0
145.0
187.9
148.0
185.0
118.4
177.6
107.6
161.5
98.7
148.0
91.1
105.7
98.7
92.5
87.1
159.4
148.0
138.1
12
9.3
124.6
133.2
126.9
NOTE:
INTERPOLATION BETWEEN SIZES ALLOWED.
WINDOW DIMS.
WIDTH
24"
30"
36"
42'
48"
54"
7"
60
63"
66"
69"
72"
75"
78"
81"
84"
87"
24"
30"
36'
42'
46"
54"
57"
60"
63'
66'
69'
72"
75'
78'
81"
84"
87"
24"
30'
36"
42"
48"
54"
37"
60"
6
66"
69"
72"
75"
78'
81"
84'
87"
HEIGHT
54"
60"
66"
ANCHORS ANCHORS
AT 17" 0.C. AT 10" 0.C.
EXT_ (+) EXT. (+)
INT. (-) INT. (-)
169.1
145.7
195.0
195.0
131.6 195.0
123.0 184.5
118.4 177.6
116.9
105.2
95.7
87.7
101.2
94.0
7
82.
77.4
87.7
83.1
78.9
148.0
126.3
112.8
104.1
98.7
95.7
95.0
94.7
86.1
175,4
157.9
143.5
153.5
141.7
131.6
122.8
131.6
123.8
..9
124.
118.4
195.0
189.4
169.1
156.1
148.0
143.5
142.4
142.1
142.1
94.7
91.1
84.6
138.1
127.5
118.4
78.9
126.3
74.0
83.6
78.9
74.8
164.4
139.3
123.3
11
5.7
101.2
99.7
94.7
85.9
97.9
89.7
82.8
76,9
71.8
80.7
76.0
71.8
118.4
111.4
118.4
195
5.0
172.7
157.9
148.0
141.7
JJ.6
138.1
137.3
137.0
125.6
115.9
123.0
114.8
107.6
114.0
107.6
WINDOW DIMS.
WIDTH
24"
30"
36"
42'
48'
54"
57'
60"
63"
66"
69"
72"
75"
78"
81'
84"
87'
30
36"
42"
48"
54"
57'
60"
63"
66"
69"
72'
75"
78"
8
4'
30"
36"
42"
48"
54'
57"
60"
66-
66"
89"
72'
75"
HEIGHT
72'
78"
Q4"
ANCHORS
AT 17" 0.C.
EXT. (+)
INT. (-)
148.0
124.6
109.6
99.5
92.5
87.7
86.0
84.6
83.5
82.8
82.4
82.2
75.9
70.5
78.9
74.0
69.6
134.5
112.8
98.7
89.0
82.2
4
75.5
74.0
72.7
71.
.o
70.5
70.2
70.1
70.1
148.0
123.5
107.6
96.7
88.8
83.1
80.8
78.9
76.0
74.9
74.0
73.3
ALUMINUM BUCK FRAMING DETAIL
REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACRIES
USE LOWER APPLICABLE VALUES.
ANCHORS
AT 10" 0.C.
EXT. (+)
INT. (-)
195.0
174.5
153.5
139.3
129.5
122.8
120.3
118.4
116.9
115.9
115.3
115.1
115.1
112.8
105.2
111.0
104.5
195.0
180.4
157.9
142.4
131.6
123.8
120
8.4
4
114.
113.6
112.8
112.3
112.1
104.1
195.0
185.3
161.5
145.0
133.2
124.6
121.3
118.4
116.0
114.0
112.3
111.0
110.0
WINDOW DIMS.
WIOTH
24"
30"
36"
42"
48"
54"
57"
60'
63'
66'
24"
30"
36"
42"
48"
54"
57'
60'
24"
30"
3•"
42"
48"
54"
24"
30"
36"
42'
24"
30'
36"
42"
24"
30"
36"
HEIGHT
96"
108
120'
132"
1
156"
ANCHORS
AT 17" 0.C.
EXT. (+)
INT. (-)
126.9
105.2
91.1
81.2
74.0
68.6
66.5
64.6
62.9
61.5
129.5
106.9
92.1
81.7
74.0
68.
.8
63.8
131.6
108.3
92.9
82.0
74.0
67.9
133.2
109.3
93,5
82.3
74.0
121.1
99.1
84.6
74.3
100.8
85.8
ANCHORS
AT 10" 0.C.
EXT. (+)
INT. (-)
195.0
175.4
151.8
135.3
123.3
114.4
110.8
107.6
104.9
102.5
195.0
168.1
144
,3
116.3
107,2
103.5
100.2
195.0
162.4
139.3
123.0
111.0
101.8
192.4
157.9
135.0
118.9
106.9
195.0
165.2
141.0
123.8
195.0
161.2
137.3
.845
PERFORMANCE VALUES OF
ALUM BUCK INSTALLATION ANCHORS
ANCHORS
ANCHORS
WINDOW DIMS.
AT 17" 0.C.
AT 10" 0.C.
EXT. (+)
EXT. (+)
WIDTH
HEIGHT
INT. (-)
INT. (-)
19-1/8"
195.0
195.'
26-1/2"
195.0
' .0
37'
26"
195.0
195.0
53-1/8"
163.
195.0
19-1/8"
.0
195.0
26-l/2"
38-3/
192.1
195.5
37'
173.9
195.0
53-1/8"
130.9
195.0
19-1
195.0
195.0
1/2"
50-5/8'
172.1
195.0
37'
143.4
179.3
53-1/8"
121.1
166.3
19-1/8"
166.8
195.0
26-1/2"
37"
63,
129.3
195.0
103.6
181.2
53-1/8"
88.1
154.1
19-1/8"
172.3
195.0
26-1/2"
74-1/4"
131.8
195.0
37"
103.3
165.3
53-1/8"
84.1
134.6
#14 SMS
1-1/2" MIN. WOOD EMBED
AT 6" FROM ENDS AND
17" 0.C. MAX.
AT HEAD/SILL/JAMB
- .065
1" MIN.
• •
• • •
.• •
•
• • • •
• •
• • • •
• •
• •
• • •
#14 SMS •• •
AT 6" FROM ENDS
17" 0.C. MAX.
AT HEAD/SILL/JAMB
INSTALLATION TYPE '5'
BY WOOD BUCK OR WOOD STRUCTURES
L INSTALLATION DETAIL
ON ALL FOUR SID USING ALUMINUM BUCK SYSTEM
1.125
.903 I�
ALUMINUM BUCK OPTIONAL COVER
Engr: JAVAD AHMAD
CML
FLA. PE # 70592
CAN. 3538
PRODUCT REVISED
complying with the Florida
I ing Code
Acce. , ce No 1 5j•0512.16
I'`x.irati1- .gate
By % Pfr ! 'i r
adePrI• a11
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• • • •
• •
• • • •
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• •
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2 . ' N o 6
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co in
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aescnpaon
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W
a
0
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NO CHANGE THIS SHEET
UPDATED TO 2014 FBC
NO CHANGE THIS SHEET
•
m
c o
•O 0 0
CI) • 0
v0
v c
c
m
0)
•N
0
0
0
11
m
u
dr. by: HAMID
t
drawing no.
W99-10
••
•
•
•
...•
• •
• • • •
••
•
•
•
6063-T6
6063-T6
sheet 10 of 11
PERFORMANCE VALUES
ALUM BUCK
I ELATION ANCHORS
PERFORMANCE VALUES
ALUM BUCK
INSTALLATION ANCHORS
PERFORMANCE VALUES
ALUM BUCK
INSTALLATION ANCHORS
PERFORMANCE VALUES
ALUM BUCK
INSTALLATION ANCHORS
111ND011 DIMS.
ANCHORS ANCHORS
T 17" 0.C. AT 10" 0.C.
WINDOW DIMS.
ANCHORS ANCHORS
AT 17" 0.C. AT 10" 0.C.
ANCHORS ANCHORS
WINDOW DIMS. AT 17" 0.C. AT 10" 0.C.
WINDOW DIMS.
ANCHORS
AT 17" 0.C.
ANCHORS
AT 10" 0.C.
WIDTH
HEIGHT
E (+) EXT (+)
INT. INT. (-)
WIDTH
HEIGHT
EXT. (+) EXT. (+)
INT. (-) INT. (-)
WIDTH
EXT. (+) EXT. (+)
HEIGHT INT. (-) INT. (-)
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
24"
30"
36"
42"
48"
54"
57"
60'
63"
66"
69'
72"
75"
78"
81"
84"
87"
24'
30"
36"
42"
48"
54"
57"
60'
63"
66'
69"
72"
75"
78"
81"
84"
87'
24"
30"
36'
42"
48"
54'
57"
60"
63"
66'
69'
72"
75"
78"
81"
84"
87"
NOTE;
INTERPOLATION BETWEEN SIZES ALLOWED.
36"
42"
46"
159.0 195.0
145.4 •3.8
141.3 18
106.0 141.3
113.1 141.3
94.2 141.3
87.0 130.5
80.8 121.1
75.4 131.9
88.3 123.7
83.1
78.5
74.4
116.4
109.9
119.0
70.7 113.1
80.6 107.7
77.1 115.6
73.7 110.6
127.2 169,6
113.1 150.8
106.0 141.3
103.8 138.4
103.8 134.6
88.1 132.2
80.8 121.1
74.5 111.8
69.2
80.8
75.7
121.1
113.1
106.0
71.3 99.8
67.3 107.7
63.8 102.0
72.7 96.9
69.2 103.8
66.1 99.1
141.3 176.7
123.3 154.2
113.1 141.3
103.8 134.6
106.0 132.5
84 8
77.1
70.7
65.2
75.7
127 2
115.6
106.0
114.2
106.0
70.7 98.9
66.3 92.8
62.4
58.9 94.2
66.9 89.3
95.4
60.6 90.9
54'
60"
66"
24'
30"
36'
42'
48"
54'
57"
60"
63"
66"
69"
72"
75-
78"
81"
4'
8
24"
30'
36'
42'
48"
54'
57"
60"
63"
66"
69"
72"
75"
78'
81'
30'
36'
42'
48'
54"
57"
0"
63"
66"
69"
72'
75'
72"
78"
84"
24'
30"
36"
42"
8"
5
57"
60"
63"
66'
69"
72"
75"
78"
81"
84"
87"
24"
30"
36"
42'
48"
54"
57'
60"
63"
66"
69"
72'
75"
78'
81"
84"
87"
24"
30"
36"
42"
48"
5
57"
60'
63'
69"
72"
75"
78"
81'
84"
87"
121.1 181.7
104.4 156.6
94.2 141.3
88.1
84,8
83.8
75.4
68.5
62.8
132.2
127.2
125.6
113.1
102.8
109.9
5 101.5
67. 94.2
62.8 87.9
58.9 4.2
55.4 88.
62.8 83.8
59.5 89.3
56.5 84.8
106.0 159.0
90.5 135.7
80.8 121.1
74.5 111.8
70.7 106.0
68.5 102.8
68.0 102.0
67.8 101.8
61.7 101.8
67.8 98.9
65.2 91.3
60.6 84.8
56.5 90.5
53.0 84.8
59.9 79.8
56.5 84.8
53.6 80.3
117.8 164.9
99.8 1
88.3 123.7
80.8 113.1
106.0
71.4 100.0
67.8
61.5
70.1
98.9
98.3
98.1
64.2
59.3
55.1
89.9
83.0
88.1
51.4 82.2
57.8 77.1
54.4 81.6
51.4 77.1
106.0
89.3
78.5
148.4
125.0
109.9
71.3
66.3
62.8
61.6
60.6
99.8
92.8
87.9
86.2
84.8
59.8
59,3
59.0
58.9
54.4
83.8
83.0
82.6
82.4
82.4
50.5 80.8
56.5 75.4
53.0 79.5
49.9 74.8
96.4 154.2
80.8 129.2
70.7 113.1
8 102.0
58. 94.2
55.4 88.7
54.1 a6.6
53.0
52.1 83.4
51.4 82.2
9 81.4
50.5 80.8
50.3
50.2
50.2
106.0
80.4
80.3
74.5
159.0
24'
30"
36"
42"
48'
54"
57"
60'
63'
66"
24"
30"
36"
42"
48"
54"
57"
60'
24"
30"
36"
48"
54"
24"
30"
6"
4
48'
24'
30"
36"
42"
96"
108'
120'
132'
144"
90.9
151.4
75.4
125.6
65.2
58.1
53.0
49.2
108.7
96.9
88.3
81.9
47.6
46.3
45.1
44.1
92.8
76.6
66.0
58.5
53.0
48
.2
45.7
94.2
77.5
66.5
79.3
77.1
75.1
73.4
145.8
120.4
103
.9
83.3
76.8
74.1
71.8
141.3
116.3
99.8
58.7
88.1
53.0
79.5
48.6
95.4
72.9
137.8
78.3
113.1
66.9
96.7
58.9
85.1
53.0
86.7
76.6
144.5
71.0
.6
53.
118.3
101.0
88.6
88.5 132.7
77.1
69.2
63.6
115.6
103.8
95.4
59.5 89.3
57.9 86.9
56.5 84:8
55.4 83.1
54.4 81.6
53.6 80.4
53.0 79.5
52.5 78.8
24"
30"
36'
156"
88.3
72.2
61.4
141.3
5.5
98.
PERFORMANCE VALUES
ALUM BUCK
INSTALLATION ANCHORS
ANCHORS
ANCHORS
WINDOW DIMS.
AT 17" 0.C.
AT 10" 0.C.
EXT. (+)
EXT. (+)
WIDTH
HEIGHT
INT. (-)
INT. (-)
26'
146.8
195.0
37"
37"
124.5
166.1
53-1/8"
93.8
140.6
19-1
155.5
194.4
37"
102.7
128.4
53-1/8"
86.7
119.1
26-1/2"
92.6
162.1
53-1/8"
63.1
110.4
37"
74.0
118.4
#14 SMS
AT 6'' FROM ENDS
AT HEAD/SILL/JAMB
2 1/2" MIN.
1/4" DIA. KWIK-CON/ULTRACON
41-1/4" MIN. CONC. EMBED
AT 6" FROM ENDS AND
AT HEAD/SILL/JAMB
'TYPICAL INSTALLATIO DETAIL
ON ALL FOUR SIDES/USING ALUMIN BUCK SYSTEM
ALUMINUM BUCK FRAMING DETAIL
USE LOWER APPLICABLE VALUES.
CIVIL
CAN. 38
2015
By
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PRODUCT REVISED
emptying with itio Florida
Du '13 Code
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GENERAL NOTES:
- -1157. 4 lJ 1` A5 B,EE !DESIGNED AND TESTED TO GOW YWETH 121
Q�J REM 1 O t19 5. 11=> D.IT_IOh! FLORIDA,BUILIat C=C P +20. ! 4=:-INCLUDING]
fl GFf VECOCITY-10R CANE-ZONE-(HVHZ))
2I UC -5' RATED -FOR LARGE-M1551L>:JMF'ACT7OMALL_MIS51LE IMPACT)
PACT 5HiJTTERS ARC NOT_REQUIREDD
QOI25ARE-A-PPRQV.ED FOR., AIR. AND WATER_1NFILTRATI00
- ANCHORS SHALL BE AS LISTED, SPACED A5 SHOWN ON DETAILS.
ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.
- ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART Of THIS APPROVAL.
- MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) SECTION AS
APPLICABLE.
- METAL STRUCTURES NOT BY CGI WINDOWS AND DOORS, INC. TO BE
DESIGNED TO SUPPORT THE LOADS IMPOSED BY THIS GLAZING SYSTEM AND
TO TRANSFER SUCH LOADS TO THE BUILDING STRUCTURAL MEMBERS, TO BE
REVIEWED BY BUILDING OFFICIAL.
- THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS.
ULTIMATE LOAD OBTAINED FROM ASCE 7- 10, MULTIPLY BY 0.6 SHALL BE LESS
THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT..
NOTE:
GLASS COMPLIES WITH ASTM E 1300-09 (3 SEC. GUSTS).
ABBREVIATIONS AND SYMBOLS
D.L.O. - DAYLITE OPENING
S.H. - SINGLE HUNG
SECTION NUMBER
A
SHEET WHERE SECTION IS DRAWN
TYPICAL ANCHORS:
SEE ELEVATIONS FOR SPACING
(TYpE (t703:?(AwlIETRACON_B,YFyn 1.55 QI
I'NT 28Y _OD '3UCICS�OR V/QD STRUCTURES)
II _I, 2� 1�iSl F IWION INTO WOOD1
TYPE 'B'
(ittRUOOD BC.CKS INTO=GONG: CR.IviASONR`
`I-11/4"MIN EPI3EDINTOO=C(OI CR TTEOR OLLC?Vt% TOC
41;8/4"MINEMBED INTO GROUPFILLED-5E0GHOTEOVV BLOC
(T_tiRU WOOD BUGKS INTO CONC, OR MASONRY} ((:LEAD}))
LPMCTLY-INTO-CONCREiI~ LI ! MINE„MPEDMEN
121RECTLY INTO CONCRET_E;wr -,174" MINTEME EDMENw
`ISI LL)►
# 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMl-DADE COUNTY APPROVED MULLIONS
INTO METAL STRUCTURE.
STEEL : 12 GA. MIN. (Fy = 3G KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (G063-T5 MIN.)
STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OK PAINTED)
INTO CONCRETE AND MASONRY = 2=1 /22" MIN)
lNTO_W7QODiStRUC.TURE=1 IN
IN1 META.1 STROCTURE4L (3/4 MI
CONCRETE fc = 3000 P51 MIN.
MASONRY:
C-S0 HOLLOW/FLLED BLOCK f'm = 2000 PSI MIN.
GROUT FILLED BLOCK f'm = 2000 PSI MIN.
-SEALANTS:
ALL FRAME CORNERS, JOINTS, MULLION 5EAM5 AND PERIMETER GLAZING
BEAD TO FRAME INSTALLATION FASTENERS SEALED WITH SILICON SEALANT.
(JAMB 0%1
11 X C5R 2X`WOOBUCKS NOrBY-CGI WINDORS ANDDOORS -INC MU SUE
,S',ECURED�70 5U5TAl LCfAQT Il II:0-5ED_B_Y GLAZi1NG=SYSTI , A AND ToxS ER THEMT_4 THEE
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18-3/4"
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120-3/4"
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HEIGHTS FOR STD. THRESHOLD
DWG. NO.: W98-01
revisions:
K 1002.14
L 04.10.15
M 05.13.15
N 03.21.16
N0 CHANGE 1HiS SHEET
N0 CHANGE 1NI5 SHEET
REV. PER RER COMMENTS
NOTE ADDED
S-0
3
S-0
3
LEGEND
-0 - OUTSWING DOOR DETAIL
- ITEM DESCRIPTION
(see sheet 2 of 7)
FRAME HEIGHT = PANEL HEIGHT + 1-+0'45TD. THRESHOLD)
FRAME HEIGHT = PANEL. HE10FL + 1-S/8" (ADA THI.&Snic&'u0l
FRAME WIDTH = PANEL WIIJ[H 1- 2.81p'• • • . '.
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REo(JIREMENTS OF TH_E 20 4,, (5yN EDITION) FL'oRi[iA 8111LDING:CQDE+
INGL ULiIN.G RlGH vELCi ki'.:HURRICAN 2.0 (FLVHZ)4.
STEPS TO USE CHARTS:
1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014 FLORIDA BLDG. CODE.
2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC.
3. SELECT A DOOR SYSTEM I.E. OUTSWING 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, 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.
Windows and Doors. Inc.
10100 northwest 25 street miomi, florid° 33172
product : Series 450 0utswing Doors & Sidelites
date : 10-20-97
sheet 1 of 7
T
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84_3/4"
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100.0
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DWG. NO.: W98-01
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Windows and Doors. Inc.
10100 northwest 25 street miarni, `lorid° 33172
product : Series 450 0utswing Doors & Sidelltes
dote : 10-20-97
sheet 1.1 of 7
BULB VINYL
CGI-382
3/16" ANN. GLASS
.075" Interloyer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlos
By 'Kuraray Americo, Inc.'
1-3/16" ANN. GLASS
BULB VINYL
CGI-382
CLASS BITE
SILICONE
GE— 1200
DOW 995
DOW 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'
3/16" HEAT STREN'D GLASS
.075" Interlayer
Soflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlos
By 'Kuraray America, Inc.'
3/16" HEAT STREN'D GLASS
1/8", 3/16" OR 1/4" TEMP. GLASS
[AIR SPACE
3/16" ANN. GLASS
.075" Interlayer
Soflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
3/116" ANN. GLASS
GLASS TYPE 'Ai'
1" OVERALL INSUL. LAM. GLASS
GLASS BITE
SILICONE
GE-1200
DOW 995
DOW 899
GLASS BITE
SILICONE
GE-1200
DOW 995
DOW 899
BULB VINYL
CGI-382
3/16' ANN. GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interlayer
Butocite PVB
By 'Kuraray America, Inc.'
3/16" HEAT STREN'D GLASS
SILICONE
GE-1200
DCW 995
DOW 899
GLASS TYPE B
iI '=OVRALL 1),-M. _GL"455
BULB VINYL
CGI-382
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'OUANEX'
1/8", 3/16" OR 1/4" TEMP. GLASS
[AIR SPACE
3/16" ANN. GLASS
.090" Interlayer
Sofiex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090" Interloyer
Butacite PVB
By 'Kuraray America, Inc.'
3/16" HEAT STREN'D GLASS
BULB VINYL
CGI-382
.090 ALUMINUM SHEET
11 /4" PLYWOOD
.090 ALUMINUM SHEET
SILICONE
GE-1200
DOW 995
DOW 899
7/16" OVERALL COMPOSITE PANEL
CLASS TYPE 'E11'
1" OVERALL INSUL. LAM. GLASS
GLAZING OPTIONS
SILICONE
GE-1200
DOW 995
DOW 899
BULB VINYL
CGI-382
r—.090 ALUMINUM SHEET
3/4" PLYWOOD
r.090 ALUMINUM SHEET
SILICONE
GE-1200
DCW 995
DOW 899
1" OVERALL COMPOSITE PANEL
GAZING STOP OPTIONS
CGI-375
CGI-396
• •
• • •
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DOORS AND SiDELITES CAN BE GLAZE: USING
SQUARE OR OGEE GLAZING BEADS/ADAPTERS
PRODUC 1' REVISED
as emptying with the Ftnrktz.
balding Code
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DWG. NO.: W98-01
Windows cncf Doors, Inc.
10100 northwest 25 street miami, florido 33172
product : Series 450 0utswing Doors & Sidelites
date : 10-20-97
sheet 1.2 of 7
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FRAME HEIGHT
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HINGES
NOTE:
THIS UNIT JS STAND ALONE UNIT TO BE USED AS 'X' OR 'XX' (OLTTSW)NG) TO -THE MAX. SIZE SHOWN.
WITH 'GLASS TYPE `A' AND LOCKING MECHANISM ' 10AA' (BALDWIN 8200 DEADBOLT W/ CGI 3 'POINT LOC.
AND `S-0' THRESHOLD .507.
;THIS UNIT CAN NOT BE USED, WITH SIDELITE 013 MULLED.
C)
[LARUE—fvftSS EL EM ''C1
L
MAXIMUM DESIGN LOAD RATING = + '100.0
(FOR SIZES SHOO ABOVE OR DIALLER UPTO CODE LIMIT) — 132.0 PSi"
GLASS TYPE 'A'
LOCK QPTION_ 10 3 PO 1T MECHt NI#5 1 W/ BALDY IN SERIES 82C0 DEAD BOLT
LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY.
4 1/4"
FRAME WIDTH
3" 24"
MAX.
H—O
3
,
I
PANEL HEIGHT
a 7/8" 32 1/8" 32 1/8" 9 7/8'
MAX. MAX.
C-Dc'
I I I
10A
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• • • • • ••
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• • •
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• • • •
• •
• •
•
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• • • • •
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d"RODUC C REVISED
es complying with the Mori&
braiding Cede
Accepnasce Fie --G 0 y
Es.pil-mtio* Orate 2
ea* rh.tir ProductCotatrul
DWG. NO.: W98-0
Windows and Doors, Inc.
10100 northwest 25 street miomi, florid° 33172
product : Series 450 0utswing Doors & Sidelites
dote : 10-20-97
sheet 1.3 of 7
74 1 /2" (TESTED SIZE)
FRAME WIDTH
4 1/4"
24"
MAX.
I
I
I
I
I
I
CONCEALED
VERTICAL ROD
\
\
\
i
/
/
I
I
I
PANEL HEIGHT
JAMB ANCHOR
SPACING
I
/
/
/
/j
iOR
OR
10E
\
\
\
\
I
H
hi
I
/
/
/
/
/
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\
ACTIVE
ACTIVE
. addlid.
SS1
5-1/2" MAX.
PANEL WIDTH
DOORS LOAD CAPACITY — PSF
FRAME HEIGHT
FRAME WIDTH
EXT.(+)
INT.(-)
96-1/2"
74-1/2"
70.0
70.0
84-1/2"
74- 1 /2"
80.0
80.0
DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE.
QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2
LOCK OPTIONS 10D AND 10E1
UPDATED TO 2014
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
4 1/4"
38 9/16"
FRAME WIDTH
3" 24"
MAX.
H-0
1
/
CONCEALED
VERTICAL ROD
/•
i
r-1
I-Ir7
PANEL IGHT
ti-
L_f
11
1OD
OR-
\
10E
\
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VE
7 1/4"
CUR A\IC
APPROVED PANIC HARDWARE FOR DOORS
D0R-0—MAT!C SERIES 1690 TOUGHEAR EXIT DEVICE
JACKSON SERIES 206i5/20&6 CO\ICEALED VEr211CAt•
ROD EXIT DEVICE •••••• �•
••••
7 1 /4„
•
•
•••• •• •
• • • • •
•••• • •.
• •
•• ••
••••
•
••••
•
•
• •
•
• •
• • • •
• • • •
• •
• • •
•• •
•
••. •
• •
••
P'RODIJC f REVISED
sa caaaplyiag with tire Hoyt
looling Code
Acceptance No fj-6327.0 V
Expiration Date if / 1 tQ-!
• t Cool
•
DWG. NO.: W98--01
0
Windows and
ors, Inc.
10100 northwest 25 street miami, '•ride 33172
product Series 450 0utsw'ing Doors & Sidel'ites
date : 10-20-97
sheet 1.4 of 7
•
BILL OF DATER
ALS
!TEN
1
2A
12B
2C
3
7
1,9
DESCIPTIO`
#12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION)
3/8-16 FULLY THREADED CONTINUOUS ROD
3/8-16 HEX NUT
1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE
SHEAR CLIP (EXT. NO. 506)
DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT
6" FROM ENDS & 24" O.C. MAX.
9/32" DIA. HEAD & SILL INSTLL. HOLES AT
6" FROM ENDS, 3 @ CENTER OF PAIRS
SPACED 6" 0.C. & 24" 0.C. MAX.
#10 X 1" PH -PH -SS TEKS SCREW, @ 3" & 7"
FROM ENDS & 19-3/8" 0.C. MAX.
#14 X 3/4" HEX HEAD S/S TEKS SCREW AT
6" FROM ENDS & 24 3/16" 0.C. MAX.
.320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032)
.350 HIGH FOAM—TITE WEATHERSEAL (AMESBURY # 32011)
ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS)
CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM
END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS,
(1) CGI CUSTOM INTERIOR LINKAGE MECHANISM,
(1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410.
CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM
END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS,
(1) CGI CUSTOM INTERIOR LINKAGE MECHANISM,
(1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780.
10A
10AA
1013
(ioc(
10CC
10D1
110E I
REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK.
SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200.
SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410,
DOR—O—MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH
CONCEALED VERTICAL ROD SEE SHEET 1.4.
JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD
EXIT DEVICE SEE SHEET 1.4.
10FJ CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF
(AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT.
11
f 12
13
14
171
18
191
HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL
CGI 4-1/2" X 4" HINGE IN ALUMINUM
SECURED WITH (8) #12-24 X 1/2" F.H. M.S.
(3 PER PANEL UP TO 7'-6 3/4" HIGH)
(4 PER PANEL OVER 7'-6 3/4")
CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED
TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH'
#8 X 1/2" PH SMS.
SEE SHEET 1.2 FOR GLAZING OPTIONS
SILICONE GE-1200, DOW 995, DOW 899
1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM
TAPE WITH ONE SIDE ADHESIVE
PLASTIC WEEP BAFFLE
7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL
ANGLE ADAPTOR
•
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.
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..
....
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..• ..•
....
.
•
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.
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• .
• • .
... ... .
..
..
EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514,
515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6.
NO CHANGE THIS SHEET
• v,�
• w— oo O
0 0
375, 396, 505, 508, 511 EXTRUSIONS ARE 6063-T5.
,00torP77
,�N '
•
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OF
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fr00R. D‘:
•
•
•
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PRODUC $' E1EV[SE3)
co eactiotriag with the Port&
IstitetingCyI&
Aceeptasee No 1 L— 0321 • ,
k��.
1 MAW PA Product Coatrat
DWG. NO.: W98-01
0
Windows cnd doors, Inc.
10100 northwest 25 street miomi, florido 33172
product : Series 450 Outswing Doors & Sidelites
date : 10-20-97
sheet 2 of 7
.
4.462
.125
1.034
.100
2.082 -
CGI-507
DOOR FRAME HEAD/SILL
4.562
f 1.250 - .750
.150--
CGI— 509
FRAME JAMB/MULLION
2.358
CGI-511
JAMB COVER
r1.102-&
1.918
CGI-503
NARROW SIDELITE STILE
1.112
r-1 .250
.656
CGI-505
ASTRAGAL
075
CGI-502
JAMB/LOCK/SIDELITE STILE
.500
}� 1.844
750 ��
�CG1-540
1.844
L.
CGI-500A
TOP RAIL
CG-510
SIDELITE MULLION
CGI-508
FRAME COVER
CGI-501
BOTTOM RAIL
CGI-539
SADDLE THRESHOLDS
•
1.844
CGI-514
HORIZONTAL MUNTIN
e S S 2
Q U U U
o 0 0
n z z z
O N N 10
o v Sri Ni
_aoo
CGI-375
CGi-396
.050
CGI-504
.080
CGI-519
•
CGI-515
• • • •
•• • • • • • •
• • •
• • • •
• •
• • • • •• •
• • • • •
• • • • • ••
• • • •
• • •
•• •• • • • •
• •
• • •
• ••
•
• • • •
• • •
• • •
•• • • • • •
• •
••
•
PRODUC [ REVISED
an compiying with the Flodito
boggl3a= Cods
Acceptsmrt No 16-632 , 6 4�
Eapirsties Doc 4/%rl z/
h„ /54 (.`� .,..�,.
lholt r oduct Control
DWG. NO.: W98-01
•
W;ndows and Doors, Inc,
10100 northwest 25 street miomi, florid° 33172
product Series 450 Outswirg Doors & Sidelites
date : 10-20-97
sheet 2.1 of 7
ti
C(
0
W
x
w
1/2"
Bolt
Assembly
Rod
Keyed
Cylinder/Deadbolt —
Assy.
TOP SECTION SHOWN
(BOTTOM SIMILAR)
COI CUSTOM
3—POINT LOCK
Bolt
Housing
#10 x 3/4' PH SMS
Flushbolt Tip
Linkage Assy.
Connection
Wheel
1/2"
a
cc
0
W
1-
x
w
Flushbolt
Activator
TOP SECTION SHOWN
(BOTTOM SIMILAR)
R�1
#10 x 3/4" PH SM
8 x 1/2" PH MS
12 j Flushbolts (Inactive Panel)
MAX. FRAME HEIGHT
1/2"
MAX. PANEL HEIGHT
Bolt Tip
Threaded
Rod
cc
0
W
X
IJJ
Keyed r
Cylinder
Deadbolt
Assembly
Actuator
Arm
#10 x 3/4 PH SMS
row
REGENT 3 POINT
COMMERCIAL LOCK
/2"
Actuator
Arm
N
Z
= a
o
Z s Z —
[V O
O
o a 0 0
o
1/2"
Bolt Housing
Bolt Tip
0
0-2
'r-
w
TOP SECTION SHOWN
(BOTTOM SIMILAR)
t �JJ
#10 x 3/4" PH SMS
#10 x 3/4" FH SMS
•
•
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•• •
Surface'Mountea
.... • ••
• f:ctlj� it'or
• • • •
• • •
•• •• • • • •
• • .
•
•
• •• • •
• . •
SURFACE MOUNT SLIDE BOLT ••
WITH BALDWIN DEAD BOLT
AtODLIC f REVISED
cfspt5with theFturid-'
��
bonen Cade
Act:Vance No i
plwG t%
i�pi+,�of�a Date_ �.-V
se 11044rodnct Cos,trel
DWG. NO.: W98-01
Windows c nC. oors, Inc.
10100 northwest 25 street miami, fiorida 33172
product : Series 450 outswing Doors & Sidelites
date : 10-20-97
sheet 2.2 of 7
#12 x 1 1/2"
FH SMS
Keeper
Top Lock
Assembly
Bottom Bolt
Dor—O—Matic 1690
#10 x 1 /4"
FH NS
#10 x 1/4"
FH MS
Strike Plate
Top Guide
w/trip
release
Top Bolt
Bottom Bolt
Bolt Guide Bolt Guide
1/2"
<�Ln(0
\`pp\1lpp„ 9 d l i ffppPY40�f/�J^�^�/
.�•.."✓LEI
o.7 592 W0
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TE OF
/lllll1V6<<r
1/4
PRODt1C f REVISE
OS cosplying wit% tie Florid,
lsgoding Cede
Acceptx a No f‘..- 4, 3 Z. r35=
Entireties true �fyt
L. l �• 4/4.1 _1d-
MY get 0,4 'velvet Control
Jackson 20861
• .. •
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.... • • • •
•
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• • •
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•.
1/2"
#10 x 1/2"
FH MS
DWG. NO.: W98-01
•
Windows and boors, Inc.
10100 northwest 25 street miami, rlorida 33172
product Series 450 0utswing Doors & Sidelites
date : 10-20-97
sheet 2.3 of 7
1X4 PT WOOD
SEE NOTE BELOW
SEALANT
`(u
in
n
EDGE
3
TYPICAL
EDGE FIST.
I•
1/4" DIA. 'ULACON
( 0 6" FROM ENDS AND 24" O.C.
(INTERMEDIATE & SINGLE UNIT ANCHORS)
SEE SHEET 7.1 FO" DOUS E DOOR
M 'TING ILE A HOR
4
'SI CONQ. VI x
.125
0
I.i00J
SEE SHEETS 2.2 & 2.3
FOR BOLT ENGAGEMENT
TYPICAL
TYPICAL
OPTIONAL
SQUARE GLAZING
(SEE SHEET 1.2)
2A
2.082
100
TYPICAL
#12 SCREWS
3/ END
\ 4 . \
ED
OPTIONAL
INSTALLATION
INTO 2X4 PT WOOD
1/4" DCA. ULTRACON
0 6" FROM ENDS AND 24" 0.C.
mRMEDlATE & SINGLE UNIT ANCHORS)
SEE SHEET T 7.,1 FOR DOUBLE .,DOOR
MEETING STILE ANCHORS
��-2X4 PT WOOD
SEE NOTE BEL
TYPICAL JAMB ANCHORS
1/4" DIA. ULTRACON
© 6" FROM ENDS AND
19-3/8" 0.C. FOR LOADS UPTO 70 PSF
14-1/2" 0.C. FOR LOADS UPTO 110 PSF
12" 0.C. FOR.LOADS ABOVE 110 PSF
ci (SEE SHEET 7)
2-1/2_ MIN. EDGE DIST.
1X4 PT WOOD
509
511
1-1/4�MIN.
EMBED`&
1 4 DIA. ULTRACON
509
-o—.150
EXTERIOR
11
2X4 PT WOOD
tPTION'AL INSTALLATION
.INTO 2X4 eT WOOD
SEE NOTE; BELOW
NOTE: 1X OR 2X WOOD BUCKS NOT BY CG!
MUST BE PROPERLY SECURED AND
MUST, SUSTAIN LOADS IMPOSED
BY 'GQAZING SYSTEM.
NOTE:
ALL JAMB ANCHOR CO_ NDITIONS_ SHOWN ON
th!tEETS 3, 4 AND' 5 MAY BE 'DIRECTLY
TO MASONRY WITH 1 /41 MAX. SHIM SPACE
WITHOUT VARIATION 4\1 .CAPACITY.
1/4" MAX.
SHIM
1.2�0a1
TYPICAL JAMB ANCHORS
1/4" DIA. ULTRACON
Cct 6" FROM ENDS,AND
19-378" O.C. FOR LOADS 'UPTO 70 PSF
14-1/2" 'O.C. FOR LOADS ABOVE 70 .PSF
2-1 /2" EDGE DIST.
EMEtENT INTO 2BY WOOD BUCK = 1-1/2"
ACTIVE r.125
4,852
PANEL WIDTH
FRAME WIDTH
K 10.02.14
l 04.10.15
M 05.13.15
N 03.21.16
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
REV. PER RER COMMENTS
NO CHANGE THIS SHEET
TYPICAL PANEL ASSEMBLY
2B TYPICAL PANEL ASSEMBLY
2C TYPICAL PANEL ASSEMBLY
14
504
,�-13OR
375
EXTERIOR
• •
• . •
•• •
•
• • • •
• •
••.•
•• ••
• • •
•
• •
• •• •
•• •
•
•
• • • •
• •
• • • •
•
•• •
• ••
• ••
• • • •
•
••••
• •
•
••• •
• •
.•
16
PROW JC C REVISED
as complying with the Florida
hooding Code
Acceptance No
Espiraolos date
Z./
•
•
•
• •
� •
•
•
9
DWG. NO.: W98-01
Windows ono' I]oors. Inc.
10100 northwest 25 street miarni, florid() 33172
product : Series 450 Outswirg Doors & Sidelites
date : 10-20-97
sheet 3 of 7
•
-a' .688
—a.
.675
INTERIOR
502
-}-1:25#'
505
EXTERIOR
WATER RESISTANT D00I•i'S .WITH SILL S-0 ONLY
LOCK STU FS. WLTH_WATFR RFSISTANCF
502
OUT SWING DOOR
LOCK OPTIONS
SEE SHEET 1.1
.688
502
.675
INTERIOR
1
EXTERIOR
a
502
OUT SWING DOOR
LOCK OPTIONS
SEE SHEET 1.1
LOCK STILES WITHOUT WATER RESISTANCE
� 5
•
ta, ( q
Miss'
• •
• • •
• • • •
•• • ,••• •
• • •
••,•
•
• • •
• • • • •• • • •
• • • •
• •
• • • • • ••
• •
• • • •
• • •
•• •• • • • •
•
• • •
••
• • •
•
••
• • •
• • •
•• • • • • • • •
• •
••
$R®DUCfREVISED
el eosepty with the Florid&
berdiax Cade
Aeeegtsate No 7 - e 25, c y
Es Vste (ram
€eaiact Centre/
DWG. NO.: W98-0 i
10100 northwest 25 street miami, floridc 33172
product Series 450 Outswing Doors & S'idelites
dote : 10-20-97
sheet 3.1 of 7
50
THIS SILL IS
NOT RATED
FOR WATER
ADA SADDLE
EXTERIOR
SWEEP
.500
11
DOOR PANEL WIDTH
DOOR FRAME WIDTH
.125
j-.158
N
4
EDGE DIST. v ( ,
4
C
m\d
4" WIDE SADDLE
THRESHOLD
540
5/16•' DI LTRACON
1-3/4" .IN. EMBED 5 6
Ati
2- " MIN. EDGE DIST.
." FROM ENDS & 24" 0.C. I
AND 3° O.C. AT MTG. STILE LOCATIO
SEE SHEET 7.1 FOR CAPACITY 75
1�UL LI0
2.878
1,250
#1
502
6
1.918 OM
r125
Y
SEAL T
THIS SILL IS
NOT RATED
FOR WATER
RESIDENTIA
ADDLE
EXTERIOR
4.612
EXTERIOR @
Sly ALL SIDELITE
STILE (EXT. 503)
AT SIDELITES
1'-6" WIDE OR
SMALLER.
-o-
675
DS-0
SIDELITE PANEL WIDTH
502
IIIP
1X4 PT WOOD
SEE NOTE SHEET 3
SIDELI . FRAME WIDTH SIDELITE FRAv1E WIDTH
.125
SI CONCRETE
1/4" DIA. ULTRACON
1-3/4" MIN. EMBED
Cs� 6" FROM ENDS & 24" 0.C.
AND 3" 0.C. AT MTG. STILE LOCATION
SEE SHEET 7.1 FOR CAPACITY
1-539
E
3 KSI ONCRTE
O
2 • Z
5T1
REFER TO SHEET 2
4.56
.150
1.250
IY CONCFtT
OR
A CRY
1 /4" MIN.
1/4
SHIM
7 FOR
TYPICAL BILL OF MAT LS
No. 0592 —1
icy
It O ▪ " , 447
.17:011R:10::::‘. cr\N ‘N.'.'
PROOUC f REVISED
as complying with the Florida
bwd+ag Carle
Acceptance No X6--0.5(--/•Q
Expiration Date if��j� Z 1
Mt ago' redstt Ce e#
EMBED
TYPICAL JAMB ANCHORS
--_ 1/4" DIA. ULTRACON
6" FROM ENDS AND
19-3/8" 0.C. FOR LOADS UPTO 70 PSF
14-1/2" 0.C. FOR LOADS UPTO 110 PSF
12" 0.C. FOR LOADS ABOVE 110 PSF
2-1/2" MIN. EDGE DIST.
.125
3.278 u�
• •
• • •
• • •
•• • ••••
• •
•
••••
�-• 4 43r4 •
•••• • •
• • •
• •
••••
•••
•
•
••
• •
•
• •
. •
• •
• •
•• • • • •
•
•
DWG. NO.: W98-01
0
Windows can.. I]oors, Inc.
10100 northwest 25 street rniami, florido 33172
product : Series 450 0utswing Doors & Sidelites
date : 10-20-97
sheet 4 of 7
•
- .675
N UL LI O\ TYPE 1
WIDE STILE- TILE
I11B 1.918
502
4.812
SIDELITE PANEL WIDTH
511
rn
0
U)
OUTSWING DOOR SIMILAR
NJI_LiN TYPE 2
WIDE STILE -NARROW STILE
502
511
O
a ,675
4.812
SIDELITE PANEL WIDTH
OUTSWING DOOR SIMILAR
V1ULLO\ TYPE 3
NARROW STILE -NARROW STILE
6
503
EXTERIOR
SIDELITE PANEL WIDTH
511
0)
511
SS-
DS- 0
1.250 -�-,
54
b--1 250
1.250
SEALA
511
0
1 .062
502
4.812
ca
17.1
cc
cc
III
u-.125
EXTERIOR
.675
SIDE PANEL WIDTH
EXTERIO
SIDELIT
PANEL HEIGHT
/
/
/
/.
C /1
•
•/
•
/.
/1
•
\
/. \
1 , •/
/
/
/.
FIXED
PANEL WIDTH PANEL WIDTH PANEL WIDTH
FIXED
PANEL WIDTH
1.250
1.250
WIDTH (W) DOOR PANEL + FIXED PAN
2
+ 1.250
LOWER DESIGN OAD 'M PANEL PERFORMANCE CHART ON SHEET 6
OR MULLI• PERFORMAN HART ABOVE SHALL CONTROL
1.918
PANEL WIDTH
503
1.918
r
SIDELITE PANEL WIDTH
REFER TO SHEET 2 OF 7 FOR
TYPICAL BILL OF MATERIALS
NO CHANCE THIS SHEET
' J M
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
100.0
0,0
100.0
110.0
100.0
110.0
100
110.0
100.0
110.0
100.0
110.0
00
110.0
100.0
110.0
-
-
110.0
-
-
94.2
94.2
70.0
70.0
-
-
3/6
700.0110.0100.0
00.0
110.0
100.0
110.0
100.0
110.0
00.0
110.0
100.0
110.0
100.0
110.0
00.0
110.0
100.0
110.0
-
-
00.0
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
110.00
fi0.0
70.0
100.0
110.0
•100.2 • •
.-.
110.0'
.••
-
- •
100.0
110.0
•' •
- • ••••s
- • •
59.9
59.9
- •
•,.•
-
-
• - •
1/6
2/0
2/6
3/0
3/6
102-3/4"
100.0
110.0
1POL.4 •
110.0..
1410.0
: r0•0• •
100.0
110.0
•iiaa.'
11o.D:
".•!
•••••
.
100.0
110.0
•it1D.s •'
100.4
y • •.
• t• • •
98.9
98.9
.._ ••
_ ••••
_
- •
59.9
59.9
• - • 41
-
- -
- •
1/6
2/0
2/6
3/0
108-3/4'
100.0
110.0
•
00.0.
110.C:•••115C.0
j10.0
100.0
110.0
CV.
104.1. •
•
• - •
98.1
98.1
70.0
70.0
• .
•-•
-
82.9
82.9
-
-
-
-
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
-
-
-
-
70.0
70.0
-
-
-
-
1/6
2/0
6
3
70,0
70.0
70.0
70.0
70.0
70.0
120-3/4'
70.0
70.0
70,0
70.0
-
-
70.0
70.0
-
-
-
-
59.9
59.9
-
-
-
-
PRODUC f REVISED
as complying with the Florida
s iId-L & Code
ricerptse,cc No fG -a ��T
Eipitmeion Date ! °l g d 2-
11,tae' 17r Product Control
DWG. NO.: VV98-01
Windows and DOcrs, Inc.
10100 northwest 25 street miomi, fiorida 33172
product Series 450 0utswing Doors & S'Idelites
date :
10-20-97 I sheet 5 of 7
PANEL PERFORMANCE CHART FOR SINGLE & DOtIBLE DOORS & SINGLE SID-ELITES
(NARROW STILE SIDELITES LIMITED TO 18" OR LESS)
DESIGN LOAD CAPACITY - PSF
- --- ---- - - - -.....
NOMINAL DIMS.
GLASS TYPE .A,
7/16" COMPOSITE PANELS
1" COMPOSITE PANELS
GLASS TYPE 'Al'
GLASS TYPES
'B' & 'BI'
j
FRAME WIDTH
(X)
FRAME WIDTH
(XX)
FRAME
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT, (+)
INT. (-)
50-1/2"
62-1/2"MIMI
74-1/2"
100.0
110.0
70,0
70,0
I 90,0 -
90.0
r25=9/16°,
32-9/16'
38-9/16'
44-9/16'
100.0
110,0
70,0
70,0
90.0
90,0
100.0
110,0
70,0
70.0
90.0
90,0
.-122J
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
110,0
70,0
70.0
90.0
90.0
100.0
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"
90-3/4'
100,0
110.0
70.0
70.0
90.0
90.0
100.0
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'
96-3/4"
100.0
110,0
70.0
70.0
90,0
90,0
100,0
110.0
70,0
70.0
90.0
90.0
100,0
110.0
70.0
70.0
90.0
90,0
59,9
59.9
59.9
59.9
-
-
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 *
70,0 A
-
-
100,0
1100
70.0 *
70.0 *
-
-
100.0
110,0
70,0 *
70,0 *
-
-
59.9
59,9
59,9 *
59.9 *
-
-
26-9/16'
32-9/16"
38-9/16"
50-1/2"
62-1/2"
74-1/2"
108-3/4'
100,0
110,0
70.0 *
70.0 *
-
-
100,0
110,0
70.0 *
70.0 x
-
-
1010
110.0
70.0 *
70.0 *
-
-
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 *
70.0 *
-
-
70.0
70,0
70.0 *
70.0 *
-
-
70.0
70.0
70,0 *
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 *
70.0 *
-
-
70,0
70.0
70.0 *
70,0 *
-
-
70.0
70.0
70.0 *
70.0 *
-
-
N�OUE�if2E�LlR-�(ZO`(_
AND S51 & 52 WHERE WATER
US� �-T�j�5Hd� (}�S�i�-� INrANY CQNDEItQN�
INFILTRATION REQUIREMENTS ARE NOT APPLICABLE.
* GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE
TRUE MUNTIN.
NOT RATED
FOR WATER
RESISTANCE
0
uJ
W
W
540
NOT RATED
FOR WATER
RESISTANCE
OUTSWING (SADDLE)
0
H
W
539
RESIDENTIAL (SADDLE)
FRAME WIDTH
DOOR FRAME HEIGHT
PANEL WIDTH
PANEL HEIGHT
DOOR FRAME HEIGHT
FRAME WIDTH
PANEL WIDTH
PARTIAL COMPOSITE PANEL
OR GLASS
APPLICABLE TO DOOR/SI➢ELITE
• •
• . •
• . •
•
•.•• •
• • •
• • • •
FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES c PAUCITY •
SEE CHART ON THIS SHEET • • •
SEE BELOW FOR THRESHOLD TYPES ••
SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE Bb€RS •
SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY" •
SEE CHART ON SHEET 7 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.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM El 300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219
Pi ODUC f €3EV/S€L
S►$ Conapeyimg whit tRe Florida
binding Code
Acceptance No Z 9. ES E/
Eapirsliaat Date
ilwitiProdact C'attro
L
co
•
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• o
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• A
•
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0
3
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0
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1 N
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Gi a
- N IIj
l l 2 J V j
drawing no.
W 9 8 - 0 1
sheet 6 of 7
.
•
•
t
SIDELITE MULLION
SEE CHART THIS SHEET
ANCHORS
24" MAX.
NTERM EDIATE
ANCHORS
HEAD/SILL
6"
DDC]R FRAME HEIGHT
/
MTG. STILE ANCHORS
SEE SHEET 7.1.
3" MIN.
TYP.
ANCHOR
SPACING
(I Ill �/ _ t 1!
/
/
/
/
/
/
/
/
/
/.
//
CLUSTER OF HEAD ANCHORS
3, 4 OR 6
(3) 2 AT SIDELITE 1 AT DOOR
(4) 2 AT SIDELITE 2 AT DOOR
(6) 3 AT SIDELITE 3 AT DOOR
SEE CHART FOR CAPACITY
LL�
w w
In
o• _ a
0
CO C
r.
O) V) d I n
0
O
MAX. PANEL HEIGHT
FIXED
PANEL WIDTH
1.250
)
FIXED
PANEL WIDTH PANEL WIDTH
1,250
WIDTH (lN) DOOR PANEL 2 FIXED PANEL + 1.250
CLUSTER OF SILL ANCHORS
3 OR 4
(3) 2 AT SIDELITE 1 AT DOOR
(4) 2 AT SIDELITE 2 AT DOOR
SEE CHART FOR CAPACITY
SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS
INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS
AND 24" 0.C. AT HEAD/SILL.
ANCHORS:
E •B'- 1/4" DIA. ULTRA eo BY 'ELCO' (Fu=1771KSI, Fr--1 KSI)-
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATiON INTO WOO)
:.f 4RU 1 BY WOOD putim INTO CONCRETE
1-1 /4" MIN. EMBED INTO CONCRETE
DIRECTLY INTO CONCRETE
1`- I /4" MIN.. EMBED- INTO CONCRETE
r _EDGE DISTANCES
INTO CONCRETE = 2-1/2" MIN:
TYPE 'B'- 1/4" .DIA, JLTRACOI4 BY ELCO' (Fu 177`KSI, Fy=155;KS1)1
INTO 2BY WOOD , BOWS ,OR MOD. STRUCTURES
1-1/2" MIN "PENET'ON INTO WbOD
Tk'RU',1 BY WOOD BUO S INTO C(NC./HOLiLOW BLOCK
1-1/4" MIN. EM1 O INTO CONCRETE ORMAS0NRY
TYPE `'C'-- 1/4" DIA. ULTRACON BY 'ELCO'=(Fu-177 KSI, Fy-0,5^KS
DIRECTLY INTO CONCRETE
1-3/4" MIN. EMBED INTO CONC.
FDGE DISTANCES
INTO CONCRETE = 2--1/2" MIN.
-AT HEAD ,OR SI
J
TYPE 'D'- 5/16" DIA. ULTRACON BY 'ELCQ' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE
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 f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
-AT ADA SILL
DIRECTLY INTO CONCRETE,
1-1/4" MIN. EMBED- INTO CONCRETE
EDGE DISTANCES
;INTO CONCRETE = '2=1/2" MIN.
- AT JAMB
NOT RATED
FOR WATER
RESISTANCE
O
uJ
w
X
w
MULLION ANCHORS AT SIDELITES
NO. .JAL DIMS.
DESIGN LOAD CAPACTY-PSF
TYPE 'B' AT HEAD
TYPE 'C' AT HEAD
TYPE 'C' AT S-0 & SS2 SILL
TYPE 'C'
TYPE 'D' '
A. EAD
' SSI SILL
WIDTH
(W)
•ME
HEIi T
CLUSTER OF
3 ANCHORS
CLUSTER OF
4 ANCHORS
CLUSTER OF
6 ANCHORS
CLUSTER OF
3 ANCHORS
CLUSTER OF
4 ANCHORS
CLUSTER •-
3 ANC ""'S
CLUSTER OF
4 ANCHORS
2/0
2/6
3/0
3/6
82-3/4"
106.7
110.0
110.0
110.0
110.0
1 '.1
110.0
86.2
110.0
110.0
110.0
110.0
10.0
110.0
.3
96.4
110.0
109.3
110.0
101.0
110.0 •
62.
83.0
110.0
94.2
110.0
87.0
110.0
2/0
2/6
3/0
3/6
B4-3/4"
104.2
110.0
110.0
110.0
110.e
110.0
110.0
84.2
110.0
110.0
110.0
+.0
110.0
110.0
70.6
94.1
110.0
106.7
110.0
98.7
110.0
60.8
110.0
91.9
110.0
85.0
108.7
2/0
2/6
3/0
3/6
90-3/4'
97.3
110.0
110.0
110.0
110.0
110.0
110.0
78.6
104.8
110.0
114-
110.0
109.8
110.0
65,9
87.9
110.0
a•.7
110.0
92.1
110.0
56.8
75.7
'.0
85.9
110.0
79.4
101.5
2/0
2/6
3/0
3/6
96-3/4"
91.2
110.0
110..
110.0
110.0
110.0
110.0
73.7
98.3
110.0 '
110.0
110.0
103.0
110.0
61.9
82.5
1 .
93.5
110.0
86.4
110.0
Al
53.3
71.0
06.5
"0.5
107.4
74.4 ,,
95.2
2/0
2/6
3/0
3/6
102-3/4"
85.9
110.0
110.0
1 . II
110.0
110.0 1•••11a.0
69.4
92.6
110.0
104.9
110.0
97,0 ••••1.10.0
•
58.2
77.
110.0
88.0
110.0
81.4 ••••144.1
50.2
"..9
100.3
75.8
101.1
70.1 •
•'.5 ,6
2/0
2/6
3/0
10B-3/4"
81.2
108.2
110.0
110.0
1.0
110.0
110.0
65.6
87.5
110.0
99.2
110..
91.7
• • .1,1Q,O
55.0
73.4
110.0
83.2
110.0
76.9
1,
•••$43
2/0
2/6
3/0
114-3/4°
76
102.6
110.0
110.0
110.0
107.5
•130
•2.2
82.9
110.0
94.0
110.0
86.9
.100,0
52.2
69.5
104.3
78.8
105.1
• • 93.2
2/0
2/6
3/0
120- /4"
73.1
97.5
110.0
110.0
110.0
102.2 .
110.0
59.1
78.8
110.0
89.3
110.0
82.5
105.6
49.6
66.1
99.1
74.9
99.9
69.2
88.6
LOADS -HOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED LING
TH'.' HOLDS (S;-D ® AND ® '
LIMIT EXTERIOR LOADS WHERE WATER INFILTRATION IS REQUIRED AS PER CHART AND NOTES ON SHEET 6.
NOT RATED
FOR WATER
RESISTANCE
ANCHOR
TYPE 'D'
540
OUTSWING (SADDLE)
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'
539
,I1
RESIDENTIAL (SADDLE)
:1 :0!B! !�t
..-
'o. 70592 �`t0
A� •`my
ATE OF <
ia° •\
snit11
NROU(JC P REVISED
coaar•plyieg with the Ruda
heading Cade
Acceptance No 4--G 2 G
EipirartaaDate
t
54
-tCI
•
•
•
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•
UJ•
Z
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�• o
0 5 V
Q -1
0
N
4)
LL
c
0
o.
0
0
0
NO CHANGE THIS
REV. PER RER COMMENTS
NO CHANGE THIS SHEET
a)
0
0
0
ri
0
0
0
J
z
Li.,
o r1-
0,
I Q
II
o -
I N z
0
iii v
o u r x
c
drawing no.
[W98-01
sheet 7 of 7
{
•
24" MAX.
INTERMEDIATE
ANCHORS
HEAD/SILL
6 a -I
DOOR FRAME HEIGHT
/
/
/
/
/
/
/
/
/
/
/
/
\
\
PANEL WIDTH
SINGLE DOOR OR SIDELITE
24" MAX.
INTERMEDIATE
ANCHORS
HEAD/SILL
6"
DOOR FRAME HEIGHT
24" MAX.
INTERMEDIATE
ANCHORS
HEAD/SILL
6" _
DOOR FRAME HEIGHT
DOUBLE 13 OR HEAD/SILL
OTLG. STILE ANCHORS
E GAT AT RIGHT
3 MIN. TY
P.
--1,,Trs, ANCHOR SPACINGo
11,k11 I
/
/
/
/
/
/
/
/
/
/
//
/.
/
/
/
/
/
PANEL WIDTH PANEL WIDTH
,-MULLION ANCHORS
AT SIDELITE
SEE SHEET 7 DOUBLE DOOR
MTG. STILE ANCHORS
SEE SHEET CHART
THIS SHEET
3" MIN.
TYP.
ANCHOR
SPACING
111
/
\
/.
//
/
/
/
/
/
/
/
DOUBLE DOOR
-MULLION ANCHORS
AT SIDELITE
SEE SHEET 7
MAX. PANEL HEIGHT
FIXED
PANEL WIDTH
FIXED
PANEL WIDTH PANEL WIDTH PANEL WIDTH
1.250
TG.._S_TJL NCHQR:S_�1LJ O 1
NOMINAL DIMS.
DESIGN LOAD CAPACTY-PSF
FRAME
WIDTH
CXX)
50-1/2'
62-1/2'
74-1/2'
86-1/2'
FRAME
HEIGHT
LTYPE '=AT_FTEAD J
CLUSTER OF
3 ANCHORS
106.7
CLUSTER OF
4 ANCHORS
110.0
CLUSTE! O,
_5_ANCHOR
110.0
TYPE 'C' *r eD
TYPE 'C'_ AT S- & SS2 SILL
CLUSTER 0FI
3 ANCHORS
110.0
CLUSTER O
4 A1401011
110.0
TYPE 'C' AT HEAD
TYPE 'D' AT SS1 SILL
CLUSTER OF
3 ANCHORS
110.0
CLUSTER OF
4 ANCHORS
110.0
86.2
72.3
110.0
96.4
)10.0'_
110.0
110.0
109.3
110.Q 1
110.0
100.7
84.5
110.0
110.0
62.3
83.0
103.8
94.2
110.0
72.8
97.0
50-1/2"
62-1/2'
74-1/a"
86-1/2"
84-3/4"
104.2
110.0
110.0
110.0
110.0
110.0
110.0
84.2
110.0
110.D
110.0
110.0
98.4
110.0
70.6
94.1
110.0
106.7
110.0
82.5
111).6
60.8
81.1
101.4
91.9
110.0
71.1
94.8
50-1/2'
62-1/2"
74-1/2'
86-1/2'
90-3/4°
97.3
110.0
110.0
110.0
110.0
110.0
110.0
78.6
104.8
110.0
110.0
110.0
91.9
110.0
65.9
87.9
109.9
99.7
110.0
77.1
102.7
56.8
75.7
94.7
85.9
110.0
66.4
88.5
50-1/2"
62-1/2"
74-1/2'
86-1/2"
96-3/4'
91.2
110.0
110.0
110.0 •
110.0
106.6
110.0
73.7
98.3
110.0
110.0
110.0
86.2
110.0
61.9
82.5
103.1
93.5
110.0
72.3
96.4
53.3
71,0
88.8
80.5
107.4
62.3
•
83.0 •
50-1/2'
62-1/2"
74-1/2"
86-1/2"
102-3/4'
85.9
69.4
110.0
92.6
110.0
110.0
110.0
104.9
110.0
110.0
100.4 ••
51.1
•
• 110.0
••
58.2
77.7
97.1
88.0
110.0
68.1
•
••.(1:.7
50.2
66.9
83.6
75.8
101.1
58.6
50-1/2'
62-1/2'
74-1/2'
108-3/4"
81.2
108.2
110.0
110.0
110.0
• • • •F8.2
•
94.9 •••t10.0
•
•
•
65.6
87.5
109.3
99.2
110.0
76.7 ••:•?CQ.2
55.0
73.4
91.7
83.2
110.0
64.3
•• ••85.7
50-1/2'
62-1/2'
74-1/2"
114-3/4'
76.9
62.2
52.2
102.6
82.9
69.5
110.0
103.6
86.9
110.0
94.0
78.8
110.0
110.0
105.1
50-1/2'
62-1/2"
74-1/2"
120-3/4"
73.1
97.5
110.0
110.0
110,0
59.1
78.8
98.5
89.3
110.0
89.9
72.6
60.9
85.4
69.0
110.0
92.0
49.6
66.1
82.6
74.9
99.9
57.9
77.2
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.
MEETING STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS
INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS
AND 24" C.C. AT HEAD/SILL.
P1:ODl1C f REVISED
es co.piyti3 with the Florida
hiwairig Code
Accepteoce No fir 32 .t,1-/
Eapiradas Elide
t ecf Canpral
Z
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7
0
0
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RER COMMENTS
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8 1[
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r drawing no.
i W98-01
Csheet 7.1 of 7
••
•
HEAD CORNER DETAIL
CORNERS TO BE SEALED WITH
LOW MODULUS SILICONE SILPRUF.
PANEL CORNER DETAIL
EXTERIOR
(SS21
RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION
#12 SCREWS
2/ END
EXTERIOR
(S0)
STD. SILL CORNER DETAIL
INTERIOR
#12 SCREWS
3/ END-
2 X 2 X 1 /4"
ALUM ANGLE
EXTERIOR
(SSI
ADA SILL CORNER DETA4b•:••
•..•
••
••••
#12 SCREWS
2/ LEG
INTERIOR
• •
•
• •
.. .
2 X 2 X 1 /4"
ALUM ANGLE
EXTERIOR
. •
••• .•
#12 SCftFr9
2/ LEG •
• •
• • •
•• •
INTERIOR
SILL @ MULLION
•
•
•
•
•
niODU€, i REVISED
as complying with t nod&
isoni5ng Code
Acceptsoce No E-1,1ao `-J
Expiration leon Ee y ,. a: Zf
O
U1
V) c0
Yf �
00
0•
C
O
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T
A
0
L0
CO
0
drawing no.
W 9 8 — 0 1
(sheet 7.2 of 7)
6
CGI-373
6063-16
.250" TYP.
HOLE
`W' DIMENSION
MULLION
'W' - IN.
2"
1.688
3"
2.688
4"
3.688
MULLION CLIP
CGI-383
6063-T6
2.085
,100
TYP.
1.510
1.625
` I .625
I .798 000
1,500
1.590
2.000
FRAMF
CGI-3B6
6063-T6
2.215
.100
1.625 -mot
VENT
CGI-387
6063-T6
2.215
.160
.875
.750
.160
.100 875
-4
.750
1.865- .1
VENT
CGI-387IG
6063-T6
.125
2.000
MULLION CLIP
6063-T6
2.000
3.000
4,000
VENT MEMBER
CGI-387IG
FRAME MEMBER
CGI-373
1.000
FRAME MEMBER
CGI-373
3.000
ALL MULLIONS: 6063-T6 ALLOY, 1/8" TYP. WALL THICKNESS
MUL L�IQNS CONTAINING WINDOW - FRAME MEMBERS AT EACH SIDE)
(HORIZONTAL OR VERTICAL) "
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
X72 X 17
4TUHEMULL{ON?
tWOK FRAME?
mtTMINUM. CUBE-MULLIQI)
IWINDOW. FRAME MEMBER INCLUDED III PROPERTIES)
USE WITH:
1- FRAMING MEMBER #373
2- FRAMING MEMBER #386 + 387
3- FRAMING MEMBER #386 + 387IG
ALSO ANY COMBINATIONS OF ABOVE.
NOTES;
IX IN-4 1 Sx I11"3
1.116
.892
-RO ACT RENEV,Ini
as compiying with the Flo
• Code I,
,Iran,)
By U , [�G._i.►�
Bade Prli
THIS PRODUCT HAS. BEEN .DESIGNED AND TESTED TO.'COMPLY WITH THE
_REQUIREMENTS OF THE.FLORIDA BUILDING CObE•INCLUDING HIGH VELOCITY
1. IL .4 ty..v+t{Z)
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE; SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN 1N THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BLDG. CODE.
_LIONS" .ARE. RATED FOR LARGE & SMALL MI S11 E IMPACT
1 X3X1/8`
TUBE MULLION
FRAME MEMBER
CGI-386
VENT MEMBER
CGI-387
1 X 4 X 1/8"
TUBE MULLION
WOW. FRAME WOW. FRAME
Ix 9N"4
1.734
Sx IN" 3
1.155
INSTRUCTIONS;
USE CHARTS AND GRAPHS AS FOLLOWS.
•
•
••
.•.1
••
•
••
•••I
•
••,
•
•
ICI
Jit
~
Tx IN-4
Sx IN"3
2.821 1.411
STEP 1
STEP 2
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
USE CONNECTION OF WINDOWS TO MULLION AS PER
PRODUCT APPROVAL.
STEP USING GRAPHS ON SHEET 2 & 3 SELECT MULLION SIZE
WITH DESIGN RATING MORE TITAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING GRAPHS ON SHEET 2.1 & 3.1 VERIFY ANCHOR CAPACITY
STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
STEP 5 CAPACITY OF CGI GLAZING PRODUCTS AND MULLION
MUST EQUAL OR EXCEED REQUIRED LOADS.
Engr: JAVAD &HMAO
CIVIL
FL4. PE 70592
C.A.N 3538
015
PRODUCT REVISED
as complying with the Clorfda
Building Code 6.042o.o
Acceptance No
Ex c 'ration Dale
ade Product Con
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M95-13
(sheet 1 of 5
EitsULL.iab iQA _C J
m 5
to
SO-6/8' MULL
63 MULL SPAN
S4 "
2 TUBE MULL
M1X2_2
SPAN
72'
161
, 1
84-
20 25 30 35 40 45 50 55
TRIBUTARY WIDTH - INCHES
ist
(NJ
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(13
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m
a
0is)
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15263
03
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MULLION LOAD CHART
1 x 3 TUBE MULL S4"
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3 MUtL SPA
N
0
to
0
20 25 30 35 40 45 50 55
TRIBUTARY WIDTH - INCHES
cuP
ANCHORS 1
MULLION LOAD CHART
1 x 4 TUBE MULL
M1X4-2
63"
72" MJLL SPA
MULL
SPAN
46
168-
r 1, r I r, r r 1 1, 1 1 r 1 r 1 r
, ,
20 25 30 35 40 45 50
TRIBUTARY WIDTH - INCHES
- CONSULT CORRESPONDING NOA
FOR WINDOW ANCHOR LOCATIONS
i
MULLION
SPAN
GLAZING
PRODUCT
VERTICAL
MULLION
GLAZING
PRODUCT
iI
b W1
CLIP
ANCHORS
W2
HORIZONTAL
MULLION
GLAZING
PRODUCT
CLIP
ANCHORS
N
MULLION
SPAN
TRIBUTARY WIDTH = WI + W2
2
TYPICAL MULLION ARRANGEMENTS
SS
•
•
••
MULLION CHARTS
ON THIS SHEET APPLY TO
MULLION CONDITIONS SHOWN ON
ELEVATIONS AT LEFT ONLY.
PRODUCT REVISED
as complying with the Florida
Building Code to ,�A�
Acceptance No _._.�
Ex irotion Date
By
Defiant I . 1 Product Cow
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Engr: JAVAO AHMAD
CIVIL
FLA. PE 70592
C.A. L 3538
_20
C
0
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ANCHOR REV.
UPDATED TO 2014 RC
REV. PER RER COMMENTS
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ANCHOR LOAD CHART
2 ANCHORS AT MULLION ENDS
ANCHORS '
A25
tSI
g
50-5/p "
94
LL
cn
tsa
Cm,
J(i =
��-
Hm
0
63
72" IiLLL
m
1•
84"
1 1 1 r• 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1•J 1
20 25 30 35 40 45 50 55
TRIBUTARY WIDTH - INCHES
ANCHORS
APPLICABLE TO
ANCHOR LOAD CHART
1. A4/Ft0A$ AT �MU1 MULLION EN
54'r
72
a4-
108"
L20
sl=
.D-
ANCHORS "'B'
n814
1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1
63" MULL SPAN
20 25 30 35 40 45 50
ANCHORS INTO OR THRU WOOD BUCKS
ANCHORS 'B'
APPLICABLE TO AH+JC
ANCHORS 'BH'
APPLICABLE TO
ANCHORS 'BF'
APPLICABLE TO
tNT0! CENCRET'E .€00
iETAL
ANCHORS DIRECTLY TO HOLLOW BLOCKS
TRIBUTARY WIDTH - INCHES
ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
CLIP
ANCHORS
GLAZING
PRODUCT
WI
SS
ANCHOR LOAD CHART
2 ANCHORS AT MULUON ENDS
ANCHORS 'BH
82HOLLDW
20
72'
54'
63- MULL SPAN
II 1 1 1 If
25 30 35 40
TRIBUTARY WIDTH - INCHES
CONSULT CORRESPONDING NOA
FOR WINDOW ANCHOR LOCATIONS
VERTICAL
MULUON
GLAZING
PRODUCT
CUP
ANCHORS
W2
z
oz
J 0.
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45 50 55
HORIZONTAL
MULUON
m
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2 ANCHORS AT MULUON ENDS
ANCHORS 'BF'
B2FILLED
20 25 30 35 40 45 50
TRIBUTARY WIDTH - INCHES
GLAZING
PRODUCT
GLAZING
PRODUCT
MULLION
SPAN
TRIBUTARY WIDTH = Wi + W2
2
TYPICAL MULLION ARRANGEMENTS
CLIP
ANCHORS
N
oac RN "t?
c.:mplvM1.g;with the
i t e 9Vaz Diat
•
•
••
•.•
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55..
•
•
•.
• • •
•
•
•
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ANCHOR CHARTS
ON THIS SHEET APPLY TO
MULLION CONDITIONS SHOWN ON
ELEVATIONS AT LEFT ONLY.
PRODUCT REVISED
as complying with the Fkrrida
BuildingtCode A!S-0 420.07
Acceptance No _
.piration Da
ade Pro . uct Con
Engr: JAVAD AHMAD
CIVIL
FLA. PE .70592
C.A.N. 3538
;}1JL2015
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drawing no.
M95-13
(sheet 2, l of 5
LL
(
0
a
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TRANSOM MULL LOAD CHART
10 130 150 170 190 21
luulieul!ntluuIIufluulul)I(LUli��dli.)
1x2 TRANSOM
MULL
T1X2-1
38-1/4- MJLL
N
30 50 70 90 1
1 „„1-1-1,,1 i1i.,1lni_il,uiL_L.
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30 40 50 60 70
TRIBUTARY WIDTH - INCHES
tL
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54 IKANSUM
MULL LUAU CHART
(V =
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1x3 TRANSOM MULL
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11 1 i
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11 1
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60 70
- INCHES
IL
0
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TRANSOM MULL LOAD CHART
(.J
1x4 TRANSOM MULL
T1X4-1
3B-1/4-
0`
1 \
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ISI
53-
MULL SPA
M
M
ISI
fr�ii
80 30 40 50 60 70
TRIBUTARY WIDTH - INCHES
CLIP
ANCHORS
CONSULT CORRESPONDING NOA
FOR WINDOW ANCHOR LOCATIONS
HORIZONTAL
MULLION
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
TRIBUTARY WIDTH — W + W2
2
80
?022
lia . i F tde P r34t
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•
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MULLION CHARTS
ON THIS SHEET APPLY TO
HORIZONTAL MULLION AND IT'S
END ANCHORS ONLY.
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No L 'a420.07
Ex iration Date
By
TYPICAL MULLION ARRANGEMENTS Miami
Engr: JAVAD AHMAD
clwl.
FLA. 70592
C. . 3538
J11, 0201!i
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drawing no.
M95-13
sheet 3 of 5
LL
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4
0
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19
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113
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ANCHOR LOAD CHART
2 ANCHORS AT MULLION ENDS
N 1
ANCHORS 'A'
C25
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53..
N'LLSPAN
------------------__
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111f
1111
1111
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1111
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ANCHOR LOAD CHART
4 ANCHORS AT MULLION ENDS
N
ON
r-
r4
❑ 0'
ANCHOR LOAD CHART
2 ANCHORS AT MULLION ENOS
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014R
8-1 4"
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80 30 40 50 60
m2
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04HOLL0V
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TRIBUTARY WIDTH - I .--ES IBUTARY WIDTH - INCHES
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4 ANCHORS AT MULLION ENDS
ANCHORS
e4FILLE
80 30 40 50 60 70
TRIBUTARY WIDTH - INCHES
80
ONSULT CORRESPONDING NOA
FOR WINDOW ANCHOR LOCATIONS
CLIP
ANCHORS
1
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
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MULLION
to
44
IL
a'"
0
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0
J
H
W 1st
or_
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2 ANCHORS AT MULLION ENOS
167
1D
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ANCHORS 'BF'
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N.
j�� Gam \\
j� PRODUC 0
Lr
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r,..
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PRODUCT
3
iMULLION SPAN
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2
TYPICAL MULLION ARRANGEMENTS
ANCHORS `A'
APPUCABLE TO ANCHORS INTO OR THRU WOOD BUCKS
ANCHORS 'B'
APPLICABLE TO ANCHORS INTO CONCRETE OR METAL
ANCHORS 'BIT
APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS
ANCHORS 'BF'
APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
CLIP
ANCHORS
t :cr.omplying ief, the Float
.4i7F.c2II&Eco, No/
Expirotton
By
Aiatat' s Productt.e
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No 'AM•11
Bx iration Date � ► �// /`J'/l"t(/ 4
•
3
ANCHOR CHARTS
ON THIS SHEET APPLY TO
HORIZONTAL MULLION AND IT'S
END ANCHORS ONLY.
Engr:' JAVAD AHMAD
CIVIL
FLA PE 70592
C.A.N. 538
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drawing no.
M95-13
(sheet 3.1of 5 )
MULLION
TYPICAL ANCHORS
2 PER CLIP
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
MULUON
iriwA•24.~i w� 2�r1
LEDGE DIST.
METAL
STRUCTURE
INTO METAL STRUCTURES
ULUON-
BYBY W�n
111 4
4. D.
TYPICAL ANCHORS
2,PER CUP
4
EWE DIST. ,.
Q.
THU- _ 1 BY -BUCK . INTO CONJC. OR MASONRY
TING CUP CUP TO BE
SNUG FIT INTO MULLIONS
MUWON
6'
9
44
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OFFSET CLIP OPTION
MUWOH
PRELAST• CONC. '
r`
I. TYPICAL ANCHORS
1:1113.ECTLY INTO. ,CONC. OR,
ASONRY
MUWON
REFER TO SHEET 1 FOR CLIP DETAILS
WITH 4 ANCHORS PER CLIP
W000 BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS SEE ELEV. FOR SPACING
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IIYF'E,I A'Rt 4' DID UL`TRAG IB E Chi iFu i77 KSIr °:Fy 155 KSI)
'INTO-2BY-WOOD BUCKS OR WOOD-,-.STRUCTVRE • •_J
11-1/2" MIN.-PENETRATrO EiJTO W-05 •••� E
ITNRUt k1 BY -BUCKS _INTO, CONC. OR_MASONRY/
r
i-1/4a MIN EMBED INTO CONC O_B_ ASONR ....z
TYPE 'ElL3- (174*-DIA: OLTRAC4Nf 8 •ELCOi;(Fu_177 la +Fy=15 I K"S11 •• "(i)
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TYPE 'R` #14 SMS-OR-SELr DRILLING SCREWS? `(GRA oe. CRs}
INTO=METALSTRUCTURES'
STEEL : 1 /8" .THK,_MINI. ((Fy =3E =KSI`MIN.)
f'ALUMlNUM: 178"-THK�. MIN (6o633T5 MtIN}
+(STEEL IN CONTACT WITH ALU INUM TO J3„ P' TEO.OR...PAINTED
TYPE-'13H'=1/4' DIA ULTRACON BY 'ELM (Fes= 1774 y 1.55'
DIRECTLY DNTO HOLLOWBLbCI S
f1.-,1%4=PIN EMBED: INTO MASONRY
1YPE'BI .1%41i `MA.— ULTRiSC »1 :BYE .ELCO °(Fu=177 °KSI. Fy=155'KSI)'
'DIRECTLY' INTO FILLED BLOCKS"
y1-3/4'MIN EMSED_INTO MASONRY/
iTYPICAL EDGE -DISTANCE'
TKO CONCRETE AND MASONRY/i2,1 " MI
;INOTWOOD STRUC?UR E �t MIN
ONTO METAL STRUCTURE) ( 117 v)
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WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN.
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Engr. JAVAb AHMAD
CIVILRA PE fl 70592
CAN. 38
0 2015
PRODUCT REVISED
as complying with the Florida
BuAcvep a Code a 5-o 42O. of
Acceptance No
C .itationDate .�►.�.'iw;(.
By
Miami 'ode Product
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drawing no.
M95-13
(sheet 4 of 5 )
MULLION
1.250 MIN.
TYPICAL ANCHORS #14 SMS
1 PER ANGLE 2 PER ANGLE
MULLION
L250 MIN,
METAL
STRUCTURE
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES
MULLION
TYPICAL ANCHORS #14 SMS
1 PER ANGLE . . 2 PER ANGLE
mugmor.lismii_
3"T110
tr
THRU 1BY BUCKS INTO CONC. OR MASONRY
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PRECAST CONC.
5[LL' .
d
1.250 MIN.
a °
e.
a\s.
EDGE DIST,
TYPICAL ANCHORS #14 SMS
1 PER ANGLE 2 PER ANGLE
DIRECTLY INTO CONC. OR MASONRY
do ,
ALUM CHANNEL
1"X3/4"X 1"X 1/8"
LENGTH TO AT SNUG
INTO MULLION
TYPICAL ANCHORS
1 PER ANGLE
THIS SCREW CAN BE
INSTALLED IN EITHER
DIRECTION t .
#14 X 3/4 FH SMS
1 PER CLIP AT 1X2 & 1X3 MULLION
2 PER CLIP AT 1X4 MULLION
ACCESS HOLE
H14 S.M.S.
2/ CHANNEL
TUBE MULLION
TUBE MULLION
ANCHOR DETAIL #1
Engr: JAVAD AHMAD
CIVIL
FLA. PE H 70592
C.A.N.538
2015
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EataiT;AiG:1 ate
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2.6
Dade PrOdu..
PRODUCT REVISED
as complying with the Florida
Building Code 15-o42n o7
Acceptance No
Ex.ir$tion Date �". ��v� 201,7
By
Minn).
ade Product Control
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UPDATED TO 2014 FBC
REV. PER RER COMMENTS
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drawing no.
M95-13
:sheet 5 of 5)
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
(CGI_Windows ((Doors)
(10100_NW 25rh Street)
Miami, FL 33171
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.
(Dtl;1"13i-Series "Sentinel 130"Aluminum Fixed Widow1'I.I.
APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window
(L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15,
prepared by Al-Farooq Corporation, 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.
I S IMPATC5 TING: Large and Small Missile pact 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 and renews NOA# 14-0731.05 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMFDADE COUNTY
APPROVED
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
(NOA-No. 15-0413.03)
xpiration'Date: Sep#ember 22, 2020
(Approval Date: June:S, 2015
Page 1
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.)
(S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated
04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
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.
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.
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.
4. 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
along with marked -up drawings and installation diagram of a Sentinel 130 aluminum
fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No.10-0510.13)
i'1
Manuel P.E.
Product Contr' aminer
NOA No. -0413.03
Expiration Date: September 22, 2020
Approval Date: June 25, 2015
E-1
