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WS-17-2363 (2)BUILDING
PERMIT APPLICATION
Miami Shores Village RECEiVEa
Building Department OCT 042017
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20H 5
Master Permit No.PT l(-P-- I
Sub Permit NoNs1-1—;Oe-2�
NBUILDING
❑ ELECTRIC
❑ ROOFING
❑ REVISION
❑ EXTENSION
DRENEWAL
F—JPLUMBING
❑ MECHANICAL
PUBLIC WORKS
[:]CHANGE OF
❑ CANCELLATION
❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ! ,p I (\) F 9LP s +- 2 Q
City: Miami Shores County: Miami Dade Zip: 33 2)8
Folio/Parcel#: I I--o) L1 -ZS2)0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ► ),J WDIA-A LLC Phonek3os)- qW " / (Dog
Addreiss:3� )0E QLr
�0
City: �'l1O"l IShCoLo-, State: Zip: �33 r3s
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR: Company Name: r(-Alo QCtC � Wio d(5Vk)Phone#:L-�DK-)93La-gZ-4::)'
Address: l -TU,
City:
Qualifier Name:
PL Zip: 3a6I0
State Certification or Registration #:.a(L 13 1 1 93 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address: City: State
Value of Work for this Permit: $� Square/Linear Footage of Work:
Zip:
Type of Work: ❑ Addition ❑ Alteration ❑ New
.�.��� ❑ Repair/Replace , (� ❑ Demolition
Description of Work: �1�1 \C. C\ 7 Ly, � �I r I�,a(�A w �!O a(m)S Coo
Specify color of color thru tile:
Submittal Fee $ `��'� Permit Fee $ 42d CQ) CCF $ 3CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ 30 Notary $
Technology Fee $ t)Z ' Q Training/Education Fee $ 13 • (5) Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I 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: I 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 low 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. Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
- day of Ct"• (-y--P V , 20 1 '-4` by
Wy_(10(T V �3Uy- A ro is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: L/C6,nd 0-"�XL,-60
Seal:
YANET CARRIO
State of Florida -Notary Public
+ Commission # GG 123947
**1�*C*ors.*iiwnwi****
APPROVED BY
(Revised02/24/2014)
/7'
The foregoing instrument was acknowledged before me this
day of �Q o Noef- , 20,C-4 , by
��Ir41 t Qwho is personally known to
as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
State of Florida -Notary Public
+= Commission # GG 123947
My Commission Expires
,1140 July 13, 2021
***************************************************************
Plans Examiner Zoning
Structural Review Clerk
Property Search Application - Miami -Dade County Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-014-3830
Property Address:
1201 NE 96 ST
Miami Shores, FL 33138-2553
Owner
BKT HOLDING LLC
Mailing Address
700 NE 90 ST
MIAMI, FL 33138 USA
PA Primary Zone
1400 SGL FAMILY - 3001-3250 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/2/0
Floors
1
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
2,286 Sq.Ft
Lot Size
12,823.44 Sq.Ft
Year Built
1948
Assessment Information
Year
2017
2016<
2015
Land Value
$461,187
$474,724
$391,574
Building Value
$127,559
$159,106
$159,106
XF Value
$37,364
$37,889
$24,801
Market Value
$626,110
$671,719
$575,481
Assessed Value
$626,110
$671,719,
$311,726
Benefits Information
Benefit
Type
2017
2016'
2015
Save Our Homes Cap
Assessment Reduction
$263,755
Homestead
Exemption
$25,000
Second Homestead
Exemption
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
565342
MIAMI SHORES SEC 3 PB 10-37
LOT 17 & W1/2 LOT 16 BILK 83
LOT SIZE IRREGULAR
OR 18810-4312 09 1999 1
Generated On 10/4/2017
Taxable Value Information
2017
20161 2015
County
Exemption Value
$0
$0
$50,000
Taxable Value
I $626,110
$671,719
$261,726
School Board
Exemption Value $0
$0
$25,000
Taxable Value ( $626,110
$671,719
�$286,726
City
Exemption Value
$0
$0
$50,000
Taxable Value
$626,110
$671,719
$261,726
Regional
Exemption Value $0
$0
$50,000
Taxable Value $626,1101
$671,719
$261,726
Sales Information
Previous
OR Book -
Price'
Qualification Description
Sale
Page
Qual by verifiable & documented
02/05/2016
$570,000
29955-2655
evidence
Financial inst or "in Lieu of
04/30/2015
$366,500
29602-2491
Forclosure" stated
09/01/1999
$223,000
18810-4312
._.... .._.__........ _...... ......
Sales which are qualified
02/01l1999
$165,000
18481-3001
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 10/4/2017
2017 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT
DOCUMENT# L13000174332
Entity Name: BKT HOLDING LLC
Current Principal Place of Business:
2691 E OAKLAND BOULEVARD
SUITE #201A
FT LAUDERDALE, FL 33306
Current Mailing Address:
2691 E OAKLAND BOULEVARD
SUITE #201A
FT LAUDERDALE, FL 33306 US
FEI Number: 46-4401483
Name and Address of Current Registered Agent:
BURKHARDT,ALEXANDRE
2691 E OAKLAND BOULEVARD
SUITE #201A
FT LAUDERDALE, FL 33306 US
FILED
Jan 12, 2017
Secretary of State
CC9600644651
Certificate of Status Desired: No
The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent Date
Authorized Person(s) Detail
Title MGR
Name BURKHARDT,ALEXANDRE
Address 2691 E OAKLAND BOULEVARD
SUITE #201A
City -State -Zip: FT LAUDERDALE FL 33306
I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under
oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and
that my name appears above, or on an attachment with all other like empowered.
SIGNATURE:ALEXANDRE BURKHARDT MGR 01/12/2017
Electronic Signature of Signing Authorized Person(s) Detail Date
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).
Acknow
D914Srk 11'7 A-MOA4 q,
,Qttifi r/Owner Signature I Date Print Name
r
F010E0
FLORIDA INTERNATIONAL
ENGINEERING " I
6175 NW 167th Street, Suite G-20, Miami, Florida 33015 Ph: 305-378-1991 Fax: 305-378-1997
May 16, 2018
Miami Shores Village
10050 Northeast 2nd Avenue
Miami Shores, Florida 33138
Re: Residential Property
1201 NE 96`h St
Miami Shores, FL 33138
Dear Miami Shores Village:
This letter is issued to inform you that Florida International Engineering Inc. has been retained
by American Glass and Window Inc. the contractors to perform an inspection on the windows of the
property above mentioned. On April 20, 2018, representatives of Florida International Engineering
Inc. performed a visual inspection at the referenced site.
ac `round In ormation:
According to the contractor, some of the manufacturer labels on the glass panels on the first floor
and second floor were removed. Miami Shores Building Department inspector requested an inspection by
an engineer to certify those glass panels that are missing the labels.
Methodology:
Field inspection was performed. Photographs were taken and reviewed.
Residential Property
1201 NE 96 ST
Miami Shores, FL 33138
Page I
FIRAs -Built Certification Letter
" FLORIDA INTERNATIONAL
ENGINEERING
Below lease note our findinEs of the above 1,_eferenced inspection:
1. The glass panels on the first floor and second floor that are missing the labels were inspected.
2. We found that they were from the same manufacturer and we observed that they are the same as
the ones labeled. They are from the same supplier, made and quality.
3. We observed the manufacturer name had been printed on all of the glass panels on the front glass
panels and the door and window panels at the first floor, second floor and the rear portion.
4. The. manufacturer was contacted and the origins of the panels were verified.
5. All the panels that were installed were the ones that were approved as per the plan approval and
expert requests.
6. Installed glass panels meet the approved energy calculations for the building. The glass panel
features are Solar Heat Gain Coefficiente (SHGC): 0.25 and a U-Factor: 0.43. These values meet
the Florida Building Code Requirements for Energy Efficient Windows and Doors.
7. Other specifications of the installed glass panels are:
a. Thickness: 1 3/16 inches
b. Visible Transmittance: 53%
c. Exterior Visible Reflectance: 17%
d. Interior Visible Reflectance: 2 1 %
e. Light to solar gain (LSG) 2.12
Florida International Engineering Inc. appreciates the opportunity to have been of service and
look forward to assisting you in any way possible. If you have any questions or comments concerning the
report, or if we may be of further assistance, please contact us at a suitable time @ (305) 378-1991.
Florida International Engineering Inc
Vinayagar M. Balakrishnar. V., P.E.
Florida Registration # 63107
Residential Property
1201 NE 96 ST Page 2
Miami Shores, FL 33138
s y�
Miami Shores Village
�sNO1
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
aF',s
toRtUp'
Phone: (305)795-2204
Permit
Permit NO. WS-10-17-2361
Permit Type: Windows/Shutters
Ciassifizcation: WindowtDoor Replacem
Permit status: APPROVED
Issue Date:1111/2017 1 Expiration:04/30/2018
Project Address Parcel Number Applicant
1201 NE 96 Street 1132060143830
Miami Shores, FL 33138-2553 Block: Lot: BKT HOLDING LLC
Owner Information Address Phone Cell
BKT HOLDING LLC 700 NE 90 Street
MIAMI FL 33138-
2691 E OAKLAND PARK Boulevard
FT. LAUDERDALE FL 33306-
Contractor(s) Phone Cell Phone
AMERICAN GLASS & WINDOW INC (305)822-8877
,e of Work: INSTALL WINDOWS AND DOORS
of Openings: 32
litional Info:
ssification: Residential
Scanning: 3
Fees Due
Amount
CCF
$39.00
DBPR Fee
$6.30
DCA Fee
$4.20
Education Surcharge
$13.00
Permit Fee
$420.00
Plan Review Fee (Engineer)
$80.00
Scanning Fee
$9.00
Technology Fee
$52.00
Total:
$623.50
Valuation: $ 65,000.00
Total Sq Feet: 0
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS-10-17-65221
10/04/2017 Check* 6693 $ 50.00 $ 573.50
11/01/2017 Credit Card $ 573.50 $ 0.00
Avaname inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
Review Structural
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 th a I the
construction and zoning. Futher ore, I autl
Authorized Signature: i5€�/ i
Building Depureent Go
m is accurate and that all work will be done in compliance with all applicable laws regulating
ed contractor to do the work stated.
/ Contractor / Agent
November 01, 2017
November 01, 2017 1
VL 1llVl 1 1 ILI\L
RICK SCOTT, GOVERNOR
KEN LAWSON, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
SCC131151093 I`
The GLASS AND GLAZING CONTRACTOR -
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2018
FONTELA, ALEXANDRA Ml R
AMERICAN GLASS & W 1 C m `
1700 W 8TH.AVE
HIALEAH Fno
O
•�":�i�
q'v
�'4 M..
M.v.. *� 4s.'FM4ii1�.M..n.4^'W-AY
IN
WK
SEQ # L1608070003068
2018 details - Business Tax Account AMERICAN GLASS & WINDOW INC - TaxSys - ... Page 1 of 2
If paying delinquent taxes (2016 and prior) by mail, acceptable forms of payment are: Cashier's Check, Certified
Funds or Money Order.
If paying delinquent taxes (2016 and prior) in person, acceptable forms of payment are: Cashier's Check, Certified
Funds, Money Order, or Cash.
The information contained herein does not constitute a title search or property ownership. Amount due May be
subject to change without notice.
2017 2nd Quarter Tax Bills are Payable on September 1, 2017
2017 Tax Bills are Payable on November 1, 2017
2018 Details — Business Tax Account AMERICAN GLASS & WINDOW INC
Business Tax Account #5838892 Account details, Account history
.'�.
2018 2017 2016 2015 2010
Paid Paid Paid Paid Paid
Account number: 5838892 Mailing address: AMERICAN GLASS & WINDOW INC
_......__. , , JOSE A FONTELA FIRES
Business start date: 07/01/2006 1700 W 8 AVE
HIALEAH, FL 33010
Physical business location: HIALEAH
Owner(s) AMERICAN GLASS & WINDOW INC
Business address: AMERICAN GLASS & WINDOW INC 1700 W 8 AVE
1700 W 8 AVE HIALEAH, FL 33010
HIALEAH, FL 33010
Print account application (PDF)
Receipts And Occupations
Receipt6087936
Contracting 10/01/2017-09/30/2018 NAICS code: 238990 1p� Print this bill
SPECIALTY BUILDING CONTRACTOR Units: 17
3
Documentation Required by Occupation: State/County License or Certificate
Document Received: SCC131151093
Return to Search I .
© 1997-2017, Grant Street Group. All rights reserved. Help - Contact us - Terms of service - Tax Collector home
https:Hmiamidade. county-taxes.com/public/business tax/accounts/5 83 8892 10/4/2017
Att-""' CERTIFICATE OF LIABILITY INSURANCE �°ATE'MM'°
10/04/2017017
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW- THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
Citinsurance Agency Corp
8390 W. Flagler Street, Suite #213
Miami, FL 33144
Phone (305)228-1533 Fax (305)228-1525
E: CONTACT OLGA CHAVE2
M
DNS: (305)228-1533 uC No : (305)228-1525
E-MAIL chins@citi-ins.com
INSURERS AFFORDING COVERAGE NAIC S
INSURERA: HUDSON SPECIALTY INS.COMPANY
INSURED
American Glass And Window, INC.
INSURERB: USLI—
INSURER C :
INSURER D :
1700 W 8th Ave
INSURER E :
MIAMI FL 33010-
'
INSURER F :
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
1 rtls Ri I U CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS-
INSR
LLTR
TYPE OF INSURANCE
ADD
IN
UBR!
POLICY NUMBER
POLICY EFF POLICY EXP
MM/D M IDDIWW
- LIMITS
A
GENERAL LIABILITY
a COMMERCIAL GENERAL LIABILITY
El ElCLAIMS-MADE� OCCUR
❑
N
N
HBD10027820
08/10/2017 08/10/2018
EACH OCCURRENCE $ 1,000,000.00
DAMAGE TO RENTED
oc PREMISES a urrence $ 1 00,000.00
MED EXP Any one person) $ 5,000.00
PERSONAL s ADV INJURY $ 1,000,000.00
❑ —_
GENERAL AGGREGATE
$ 2,000,000.00
GEN'L AGGREGATE LIMIT APPLIES PER:
❑ POLICY ❑ PJECTRO ❑ LOC
PRODUCTS - COMP/OP AGG
$ 1,000,000.00
$
AUTOMOBILE LIABILITY
❑ ANY AUTO
ALL OWNED SCHEDULED
❑ AUTOS ❑ AUTOS
NON -OWNED
❑ HIRED AUTOS ❑ AUTOS
❑
i
COMBINED SINGLE LIMIT
Ea accident
BODILY INJURY (Per person)
! $
BODILY INJURY Per accident
( ),
$
PROPERTY
Per accidentAMAGE
$
$
B
❑ UMBRELLA LIAB []OCCUR
EXCESS LIAB © CLAIMS -MADE
N
j N
XL1568752B '
08/10/2017
08/10/2018
EACH OCCURRENCE
$ 3,000,000.00
AGGREGATE
$ 3,000,000.00
❑ DIED ❑' RETENTION$
PRODUCTS
$ 3,000,000600
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY YIN
ANY PROPRlE70R/PARTNER/EXECUTIVI�
OFFICERIMEMBER EXCLUDED?
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
!
N I A !
PER OTH-
STATUTE ❑ E
_—_
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE
E.L. DISEASE - POLICY LIMIT
$
F A
CONTENTS
HBD10027820
08/10/2017
08/10/2018
$100,000 ! $1000 DEDUCTIBLE / X-WIND
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 401, Additional Remarks Schedule, if more space is required)
LASS DEALER& GLAZIER
CERTIFICATE HOLDER IS INCLUDED AS ADDITIONAL INSURED.
l_
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
10050 NE 2ND AVE
MIAMI SHORES VILLAGE, FL 33138
ACORD 25 (2014101) QF
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
©1988-2014 ACORD CQRPOR%$�PIO ' "All rights reserved.
The ACORD name and logo are regi§tered marks of ACORD
ACORO® CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DDNYYY)
9/27/2017
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
TriGen Insurance Solutions, Inc.
315 SE Mizner Blvd
CONTACT
NAME: Chris Rhoden
PHONE (877) 987-4436 aC No:(954) 252-4426
EMAIL
ADDRESS:
Suite 213
Boca Raton FL 33432
INSURE S AFFORDING COVERAGE
NAIC #
INSURER A: Guarantee Insurance Company
11398
INSURED
Integrity Employee Leasing IV, Inc.
INSURER B :
INSURER C :
INSURERD:
128 W. Charlotte Avenue
INSURERE:
Punta Gorda FL 33950
INSURER F :
COVERAGES CERTIFICATE N1IMRFR, Cart ID 21437 RFVIR1r1N NIIMRGR-
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
ADDL
SUBR
POLICY NUMBER
POLICY EFF
MM/DD/YYYY
POLICY EXP
MM/DD/YYYY
LIMITS
COMMERCIAL GENERAL LIABILITY
EACH OCCURRENCE
$
CLAIMS -MADE OCCUR
-GAMAT D
PREMISES Ea occurrence
$
MED EXP (Any one person)
$
PERSONAL 8 ADV INJURY
$
GEN'L AGGREGATE LIMIT APPLIES PER:
GENERAL AGGREGATE
$
POLICY 0 jECT LOC
PRODUCTS - COMP/OP AGG
$
$
OTHER:
AUTOMOBILE
LIABILITY
COMBINED SINGLE LIMIT
Ea accident
$
BODILY INJURY (Per person)
$
ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
BODILY INJURY (Per accident)
$
P ciPERdentDAMAGE
$
NON -OWNED
HIREDAUTOS AUTOS
UMBRELLA LIAB
OCCUR
EACH OCCURRENCE
$
AGGREGATE
$
EXCESS LIAB
CLAIMS -MADE
DED I I RETENTION $
$
A
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY YIN
WCPS00094702GIC
6/1/2017
6/1/2018
PER OTH-
X STATUTE ER
E.L. EACH ACCIDENT
$ 1,000,000
ANY PROPRIETOR/PARTNER/EXECUTIVE ❑NIA
OFFICER/MEMBER EXCLUDED?
E.L. DISEASE - EA EMPLOYE
$ 1,000,000
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
E.L. DISEASE -POLICY LIMIT I
$ 1,000,000
S
$
DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
Coverage provided for all leased employees but not subcontractors of: American Glass & Window,
Inc. Location coverage effective 6/1/17.
Miami Shores Village
Building Department
10050 NE 2 Avenue
Miami Shore Village FL 331838
Al_l0L"Rq+_1ILelil
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
C o-& 4w-
4
C 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD
Page 1 of 1
°4
M IAAM I•DADE
f —111
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE O
G
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
CGI Windows and Doors, Inc.
10100 NW 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 MAW.may
immediately revoke, modify, or suspend the use of such product or material within4h, it j- risdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade �pppn Product control
.... ......
Section that this product or material fails to meet the requirements of the applicable 4114ipg code. •
This product is approved as described herein, and has been designed to comply with tine Florida jitlilding ; • • • •
Code, including the High Velocity Hurricane Zone. • • • • .... .....
DESCRIPTION: Series " 238" Outswing Aluminum Casement Winslow - L.M.r 00
t .
APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Ou4Vvjpg CasemerLt 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 Baidd 04/10/15, prepared . • • ; •
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-DIai3'Cbunty . ;
Product Control Revision stamp with the Notice of Acceptance number and expiration Ate byUhe Miami-
Dade County Product Control Section. • •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant'
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product..
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
,► DyE TisEmEwT. —T+e_ Nf3A—number—preceded—by—the—wards-1Vliatni-Bade C unty�lerida; 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.
MIAMI•DADE COUNTY
" q�gJiS
NOA No. 15-0512.19_
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA'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 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 serilrs 7.5%0 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super 01 * * *er®
000
insulating glass spacer, prepared by Certified Test Laboratories, Test upport No.•
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh GAVatel, P.E....
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F$C'TAS 202•94
2) Large Missile Impact "Test per FBC, TAS 201'94": ;...
3) Cyclic Wind Pressure Loading per FBC, TAQ 94 0 •
along with marked -up drawings and installation diagram of a series T!j0 PV.0 project
out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(a and Sd�df •'
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Teo RepoLrt
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P..•
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(b 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
ANT _---- L.C_-'1_ L__----`'T--`---_.Trl!'� TA O 11n1 AA
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. Patel, P.E.
(Submitted under previous NOA # 14-0506.01)
Manuel Pe z, .E.
Product Control xa it
NOA No. 15 112.19
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 pet F$E. TASeM 44 • • • •..
3) Water Resistance Test, per FBC, TAS 202-94 " ."• •. •,
4) Forced Entry Test, per FBC 2411.3.2.1, and `l 102-94
along with marked -up drawings and installation diagram of an. alurrrinum pXpment ; • • • •
window, prepared by Hurricane Testing Lab., Inc., Test RepertcoNo. HTi.,0180- .....
0301-07 for specimen A and B, and HTL-0080-0905-07 for speej:flej B and 13,Kiated • •: • •'
09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraliam'P.E.
•"" • • • • • •
.•i.•
(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, TA •563-N • • •
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.
Manuel ere
Product Control Ex rni 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)
:000%
C. CALCULATIONS
•.....
1.
Anchor verification calculations and structural analysis, complyin with FBC'202Q,
••
dated 4/24/ 14 prepared b Al-Faroo Corporation, si ned and se •,tt t• Javad • • •
p P Y q P g 1 1`�. y
• • • • • •
Ahmad P.E.
• • • • •
e*goe•
(Submitted under previous NOA # 14-0506.01) 0009 ....
.....
2.
Glazing complies with ASTM E1300-09 • • • • • • • • • •
• • • • •
.... ....
......
D. QUALITY ASSURANCE
1.
. . . .
Miami -Dade Department of Regulatory and Economic Resources (R$R) ; • • • • •
......
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
05/11 /1 A
Manuel Pere , P. .
Product Control Ex min r
NOA No. 15, .19
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, complying with FBC- 5`h Edition (2014), dated April
11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA # 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 Fhtrricane • • • •
Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all sijned'atid sealtdVy
Candido F. Font, P.E. `
(Submitted under NOA # 08-1010.02) •
5. Laboratory compliance letters for Test Reports No. HTL-0080-93g3.% and ....
HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc.,00ated03/0&4-and
11/10/98, both signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA # 96-0417.03 and 014002.03) ; • • • • •
6. Laboratory compliance letters forTest Reports No. FTL-1003 a%aM-1041,issued
by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealeasy
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 66/26/14
----I ------ --- , niniii n
Manuel erez
Product Control Ex i r
NOA No. 15-05 2.19 .
Expiration Date: October 26, 2018
Approval Date: September 17, 2015
E - 4
GENERAL WINDOW SECTI.O_NS'
WINDOW WIDTH
u
III FRAME I
VENT WIDTH
A�FLU
o
-FLANGE
WW-2
`Y
1
Z n
I D.L. OPG.
3
- WW-7" 6" MAX. TYP,
A
0 F �•p
N
z
7
HEAD/SILL
CORNERS
a
f•7G 3
0
Ww�¢
0
7
CAM LOCKS zON
2 LOCK POINTS
Q(QCL��! v
nQp-d,
a tE �JI
ALL SIZE
1
QgSNUBBER
C
IMPACT
ONLY
IAT
co
=VWDONS
dppl
l`
W I
0 2
,
�
G O0J ry
Q W 3 c H
6
i I
3 i
0 10 00 F,3 03
® z
I
\ II /� ��
=�-=1' ====TF==_ SURFACE APPLIED
I Zrr{ n
<4
o I
I
\ 1 I FALSE HUNTINS
I I
ZZ N g t�
---------
I
----------
I OPTIONAL
_
`
FOR GLASS TYPES,
3
a
N
j
1 7 3B
2 O.L. OPG.
REFER TO
SHEETS 3 AND 4.
D.L. OPG. 2 1/Z"
I. 24" MAX. TYP.
AT HEAD/SILL
�
0 W
0 c
I`
VENT WIDTH
VENT WIDTH �'
TYPICAL ELEVATION
WINDOW WIDTH
I
' I
WINDOW WIDTH
1 (FLANGE FRAME)
_
In I j r
3 N M �°
EXTERIOR
1
MULTI POINT LOCK
98 BY 'INTERLOCK'
p 3
Z Z
o I
MAXIM MULTI POINT LOCK
9A BY 'TRUTH'
ALT. TO CAM LOCKS
n
3 O n
I
ALT. TO CAM LOCKS
w
O `•'
MAX. WDW. LOCK
HEIGHT POINTS
_
Q
0
i I 42" 2
474'4
d j
3 r I. I 6
63" 3 0
11 1 84' 4
m0
§3d�
2
�o
C
o
oo��
InJVLJ
B 8
O
UL
vas��g
€SE--WINDOWS�RAT€9 FOR-JARGE-dc--SMAL"ISSILE-IMPA
SHUTTERS
ARE NOT REQUIRED.
INSTRUCTIONS:
i i•• i iH°
g
"g'
FOR MULLION/MULTIPLE UNITS, REFER TO
USE CHARTS AS FOLLOWS. 1 NOTES: • • • • • • • • • • •
.5
o
o
g
E C
LLSTEP
1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
THIS PRODUCT HAS•BEEN D%ICNED aAYD TFl7 D �0 �0 `I�WITH THE
SEPARATE CGI MULLION N.O.A.
ON WIND VELOCITY, SLOG. HEIGHT, WIND ZONE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
—
USING APPLICABLE ASCE 7 STANDARD.
HURRICANE ZONE (HVHZ).
m
STEP 2 SEE CHARTS ON SHEETS 3 AND a FOR DESIGN LOAD
WOOD BUCKS BY 0 HE$ MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE S CTe • • • • • • •
Engr: JAVAO AHMAD
CIVIL PRODUCTI(EVISED
cor^FIY in with Ilm Florida
H
i
CAPACITY OF DESIRED GLASS SIZE/TYPE.
• • • • • •
FLA. PE 70592 %9 8
CAN. 538 BuildinBCode
STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION
ITHTD SIGN�RA`TIING MORE THAN DESIGN LOAD SPECIFIED
STEPIF ALUMINUM BUCK SYSTEM IS USED USE CHART ON
�
ANCHORS SHALL t AS STEDi SI•ACl4 AS SHOWN ON •ETAIW ANCHORS
EMBEDMENT TO BASE M WL SFIALL•BE•BE}UNS WIRLLORES•ING OR STUCCO.
• � • • • • • • •
OR!*MDING*CONDITIONS ROT GOWN IN TIRESE DmrAILS AREL
NOT PART OF THIS APPROVAL.
AccepLUlce No
J
qo'CANCHORING
DY
t1i Pruduci Can
I
,
$
drawing no.
9
SHEET 7 TO DETERMINE CAPACITY.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
n' ade
W98— 1 OO
STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4
SHALL APPLY TO ENTIRE SYSTEM.
ALL SHIMS TO BE}VR IMPACT, 19ONOMEVAL"AND GNON-OGMPRESSIBLE.
• •
• • • • • •
sheet T of 7
• • • • • • • • • •
• •• •• • • • •• ••
000 • 0 0 ••• 0 •
O SNUBBER kj
rAT IMPACT WINDOWS ONLY
u I D.L. OPG.
3/4' lJ VENT WIDTH
WINDOW WIDTH
EXTERIOR
GENERAL WINDOW SECTIONS
EQUAL LEG FRAME
NTS i
FOR CLASS TYPES,
REFER TO
SHEETS 3 AND 4.
WINDOW WIDTH
VENT WIDTH
WW-I 1/2'
�m�
u
0
0
I
to
3
m
Z n
O.L. OPG.
-_-WW 6 1/2'
Q m
F
a
6' MAX. TYP.
t ry
as
A
HEAD/SILL
CORNERS
O '�
O d
O
m
-_IT__
2Z N
'0
a M
¢ <
u 0 o
A
i I T
0 0 re
fr
O
�(m(yyq
W'IF
\ II II
SURFACE APPLIED
NTINS
OPTIONAL
Z n
m
\
W
O
p �
w
g I 24"
MAX. TYP.
I/1
AT
HEAD/SILL
ir cV o
TYPICAL ELEVATION
Ur)
3 c M
(EQUAL LEG FRAME)
O rM n
Z Z �` n
N
O M
o—
U�ncr
MAXIM MULTI POINT LOCK MULTI POINT LOCK
9A OY 'TRUTH' 96 BY INTERLOCK'
ALT. TO CAM LOCKS ALT
2. TO CAM LOCKS m o m
04
MAX. WDW. LOCK MAX. WDW. LOCK p u N
HEIGHT POINTS HEIGHT POINTS -
42'
cf I 63' 3 563 a%i o 15 o
o e 84' 4 AW
74' 4 z i z
d I
•• ••• • • • •• vi
• • • • • c 2 a -
w I • • •• • • '� N o
= H oE8
I 1 1 • • • u x_
c
3 �_''�i_ JI � •
UIJ�/LJ 9r 1 1
2 En JA
CIVIL PRODUCT RrVISGLI
/ o N
• • : • • • • • • : • FLA. PE 7D592 as complyioa with Om Florida i
O • •• • • • • • CAN. 536 D
Acceptallcellilding Code ., E
8 • • • • • • • • • No 15•0,514•19
• • • • • • • • • • Ex 'ration Date �OiB 4
By drawing no.
nI A Miau' ade Product COIIIr01
.... ... •••. .
A W98-100
• • • • • • • • sheetl.lof 7
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH GE SILPRUF OR EQUIV.
FRAME CORNER
t3 O CORNER KEY
.060 THICK ST. STEEL
2 5/8'
O CORNER KEY
.062 THICK ALUMINUM
70
O FLANGE FRAME
2.075
768
1.057
2.465 2.715
.080 TYPA—i
EQUAL LEG FRAME
PART P
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
CGI-373
4
FLANGE FRAME
6063-T6
INOALEX OR EQUN.
CGI-397
4
EQUAL LEG FRAME
6063-T6
INDALEX OR EQUN.
r
CGI-378
4
VENT (5/16' LAM. GLASS)
6063-T6
INOALEX OR EQUN.
CGI-381
4
VENT (INSUL LAM. GLASS)
6063-T6
INDALEX OR EQUN.
CGI-385
4
VENT (7/16' LAM. CUSS)
6063-T6
INDALU OR EQUN.
CCI-375
4
OGEE GLAZING BEAD
6063-T5
INDALEX OR EQUN.
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 READ.
FRAME WEATHERSTRIPPING
-
SCHLEGEL APTUS
7
Q250-K-190
AS READ.
VENT WEATHERSTRIPPING
-
SCHLEGEL Q-LON
8
35-10-00-101
2/ VENT
4 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH, ATTACHED W/ (6) 18 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
-
I/ VENT
MULTI POINT LOCK
-
TRUTH
9B
-
1/ VENT
MULTI POINT LOCK
-
INTERLOCK
10
-
2/ VENT
.110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK
STEEL
CGI, ATTACHED W/ (2) 110 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
STEE
ACH D 21 Y8�3/A' cc cM
#10 X 1-1/4' SS SMS
13
—
2/ CORNER
FRAME ANO VENT ASSEMBLY SCREWS
—
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.
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.
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TYP, Z 3
L875 �(�
L 720
"`Z J —1 1.438 O o
-� a
1.222--I 0
vo �
VENT (5/16' LAM. CLASS) 0'
1.757 0 a a Q A
aEl;� Uj
`�.090 T`YPP.. LL Z
1.675 --L-1 '� O m
,720
Se N
41 J ,n
U O
L624 —^I Z r,
26 VENT (INSUL. LAM. GLASS) V
ir
1.757 O W
r3 �
.090 TYP. gtij
1.875 (n n ^ rn
0 3 NM
720 � Q M �
L438 < Z 2 'n
� 3 N
o
1.347 12
2C VENT (7/16" LAM. GLASS) 0
,754
.383�Z3,�
1 �D C2 g�xZ
II~ O Q U Q
0 CGI-375: OGEE GLAZING STOP 0 g o g
-i.617F- lJKL1-1-1-1'J
O
CGI-396: SQUARE GLAZING STOP $
nqr: JAVAD AHMAD 1
CIVIL o
FIA. PE / 70592 PRODUCI'RIiVISEO n
CAN. 5 m cnnlplyin6 with 9v Plorid. f E
Building Code "
Acceplwwe No 15'051'1.1q o S
y 2015 Gx irolion tY31e 1$
' O
By drawing no.
Miwd DAdc. Prodlcl Co W9 g -100
sheet 2 of 7
1/8" ANN. GLASS
.090" Soflex Clear And Color Glass
INTERLAYERSBy 'Eastman Chemical Co.'
�
.090" Butocite PVB
By 'Kuraroy America. Inc.'
1/8" ANN. GLASS
SILICONE
GE-1200
DOW 995
Dow 899
Ire 1
5/16" NOMINAL
GLASS TYPE '2'
6" ANN. GLASS
.075" Soflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Soflex Clear And Color Gloss
INTERLAYERS By 'Eastman Chemical Co.'
.090" Sent YGlos
By Kuraroy America, Inc.'
.090" Butocite PVB a:
By 'Kuroray Americo, Inc.' Z
3/16" ANN. GLASS
SILICONE
GE-1200
DOW 995
DOW 899
6" HEAT STREN'0 GLASS
U
.075" Saflex CP With PET Core
0
By 'Eastman Chemical Co.'
� I
I
.090" Saflex Clear And Color Class
'Eastman
ao
M
Z W
INTERLAYERS
By Chemical Co.'
3
0 Z
.090" SentryGlas
By 'Kuraroy America, Inc.'
a
Q
.090" Butocite PVB
f
0 c
By 'Kuraroy America, Inc.'
.._ -3/16" HEAT STREN'D CLASS
7/16" NOMINAL 7/16" NOMINAL
GLASS TYPE '3' GLASS TYPE '8'
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'
CLASS TYPE "6'
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EKL (+)
1NT. (-)
EXT. (+)
INT. (-)
20•
24"
28'
36"
40"
42'
36"
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
110.0
129.5
I10.0
195.0
110.032'
fl5O30"
110.0
121.4
110.0
195.0
110.0
107.9
107.9
110.0
195.0
110.0
97.1
97.1
110.0
195.0
110.0
120.0
92.5 1
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
0
110.0
195.0
110.0
111.0
0
110.0
195.0
104.1
104.1
.0
110.0
120.0
92.5
92.5
u
A
110.0
120.0
83.3
83.3
.0
.0
79.3
79.3
.00
20"
24'
28'
36"
48,1t0.0
110.0
145.7
.0
.0
110.0
121.4
110.0
195.0
.0
M0.01
1�1�
110.0
195.0
.030'
195.0
.032'
110.0
120.0.0
110.0
120.0
110.0
120.0
40
42'
'
69A
69.4
110A
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 E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
V
SILICONE q d ci .nl
GE-1200
DOW 995DOW 99 �,I �I 0 Q C A
IONAL Ix yNr600X
ALL CLASSOPTTMPES Q Lu 3 h
ILiN-�_
.J am< J
a 612
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
WINDOW DINS.
TYPE '2'
CUSS TYPE '3'
GLASS TYPE '6'
WINDOW DIMS.
GLASS TYPE -2,
CLASS TYPE '3'
GLASS TYPE
WIDTH
HEIGHT
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
WIDTH
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
TNT
20'
24"
28"
30"
112.6
110.0
195.0
110.0
195.0
19-1/8"
26-1/2"
37"
42'
26"
110.0
195.0
110.0
195.0
110.0
19
r76.7
95.4
110.0
195.0
110.0
120.0
110.0
I95.0
110.0
195.0
110.0
19
83.3
110.0
120.0
110.0
120.0
110.0
145.4
110.0
195.0
110.0
19
77.7
110.0
120.0
110.0
120.0
110.0
128.1
110.0
195.0 ''
110.0
19
32'
36"
40'
42•
60'
72.8
110.0
120.0
110.0
120.0
19-1/8"
26-1/2
37"
42'
38-3/B'
110.0
190.6
110.0
195.0
110.0
19
64.8
64.8
110.0
120.0
110.0
120.0
110.0
137.5
110.0
195.0
110.0
19
-
-
60.0
60.0
60.0
60.0
98.5
98.5
110.0
194.5
110.0
1:
-
-
60.0
60.0
60.0
60.0
86.8
86.8
110.0
120.0
110.0
1,
20"
24^
30'
66"
86.7
110.0
195.0
110.0
195.0
19-1/8"
26-1/2"
37"
42"
50-5/8"28'
110.0
144.5
110.0
195.0
110.0
1�
73.4
110.0
120.0
110.0
120.0
99.7
104.3
110.0
195.0
110.0
I5
64.2
110.0
10.0
120.0
74.7
74.7
I10.0
120.0
110.0
1;
P73.4
60.6
110.0
10.0
120.0
65.8
65.8
110.0
120.0
110.0
1:
32•
40"
57.5
110.010.0
120.0
19-1/8"90.7
26-1/2"
37"
42"
63"
104.2
110.0
195.0
110.0
1<.36"
-
60.060.0
60.0
74.9
77.9
110.0
120.0
110.0
1;
-
60.060.0
U.,
60.0
60.0
60.0
110.0
120.0
110.0
1;
20'
66.4
66.4
110.010.0
120.0
-
-
60.0
60.0
60.0
6
24'
28"
30"
72'
56.1
56.1
110.010.0
120.0
19-1/8"
26-1/2'
37"
74-1/4'
63.0
63.0
110.0
195.0
1f0.0
1:
48.9
48.9
110.0110.0
120.0
46.6
46.6
110.0
120.0
110.0
1;
46.0
46.0
110.0,10.0
120.0
-
-
59.8
59.8
59.8
32"
43 6
43.6
1t0.0
120.0
110.0
120.0
37"
77"
-
-
56.3
56.3
1 56.3
J6• - - ED 60.0 60.0 60.0
32" _ _ - - 60.0 60.0 60.0 1 60.0
20' L5224' 28' 78"30"
32"
20' 4L5
24' 34.9
28' 84'
30'
NOTE:
LOAD/AREA LIMITS
FOR +1 10.0, -12Q.Q •PSJ = 1 j.3g $(� . . .
+110.0. -19510 PSF = 10.00 �Q • •
* LIMIT MAX. LOADS TO 17l.0 PSF
WHEN MULTI POINT LOCK BY 'INETRLOCK'
*�k SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY
SEE SHEET 1
� N
J N
3 Z M
3 - �
U yrj
O Lj
z �
2
N
So � 04
cVM .n
O . r�
Z 1
O
N _ O n
C9Oa -j
U > jj
ngr: JAVAD AHMAD
CIVIL PRODUCT RP.VISED
FLA. PE
I 70592 as complying wilh YIe Florida
C.0. . 3538 Building Code s B
Acceptance No 1r''09r1c.iq 9
Bxp'ralio 1 fhlte 18
By drawing no.
2015 Mi m Dade Praducl Con W98-100
eneer�'S of 7
••• • • 000 ••• • •
r1/8" TEMP. GLASS
AIR SPACE
1/8" ANN. GLASSI-
.075" Saflex CP With PET Core
By 'Eastman Chemical Co.' I
.090" Saflex Clear And Color Glass
L By 'Eastmort Chemical Co.' r
INTERLAYERS "IL
.090" SentryGlas
i By Kuraray America, Inc.'
.090' Bulacite PVB _
By 'Kuraray America, Inc.'
1/8" ANN. GLASS
I
SILICONEF
' GE-1200
DOW 995
DOW 899J
X
XL EDGE SPACER L EDGE SPACER
ST. STEEL BY 'CARDINAL' 2%DLNE BLOCKS ST. STEEL BY 'CARDINAL'
OR OR
OURASEAL BY 'QUANEX' EPDM DURASEAL BY 'QUANEX'
DUROMETER 8515 OR
SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX'
GLASS TYPE '2A'
1/8" TEMP. GLASS
AIR SPACE
1/8" TEMP. GLASS
.075" Saflex CP With PET Core
I� By 'Eastman Chemical Co.'
III .090" Saflex Clear And Color Class
INTERLAYERS By 'Eastman Chemical CO.'
.090" SenlryClos
By Kuraray America, Inc.'
.090" 8utacite PVB
By 'Kuraray America, Inc.'
1/8" TEMP. GLASS
SILICONE
GE-1200
DOW 995
DOW 899
3/4" INSULATED
GLASS TYPE '3A'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
I WINDOW DIMS.-, GLASS TYPE '2A'� GLASS TYPE '3A' WINDOW DIMS. 41GLASS TYPE '2T GLASS TYPE '3A'
20"
24'
28'
30"
32'
36'
40'
42"
36"
`110.0
194.3
110.0
195.0
20"
24'
28"
30'
32"
` 36'
L 40" -
42"
60" ,
� f
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
97A
97.1
110.0
120.0
92.5
92.5
110.0 1
120.0
20"
24"
28'
30"
32"
36'
40'
42'
42"
110.0
166.5
110.0
195.0
20'
24"
28"
30"
32'
36"
40"
66"
110.0
138.8
110,0
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
83.3
110.0
120.0
79.3
79.3
110.0
120.0
20'
24"
20"
j
110.0
145.7
110.0
195.0
24"
28'
30"
36'
40"-
42'
488"
,
110.0
121.4
1 TO 0
145.6
28"
30"
32'
36"
72"
104.1
104.1
110.0
120.0
97.1
97.1
110.0
120.0
91.1
_ 91.1 _
110.0
120.0
80.9
80.9
1 110.0
120.0
32'
36'
76'
- 72.8
72.8
110.0
120.0
69.4
69.4
110.0
120.0
20'
24'
28'
32'
78'
20"
24'
28'
30'
32'
36"
40'
42"
54"
110.0
129.5
110.0
195.0
98.0
107.9
110.0
195.0
92.5
92.5
110.0
120.0
84.4
86.3
110.0
120.0
20'
24"
28"
30'
32"
84"
80.9
$0.9
110.0
120.0
71.9
71.9
110.0
120.0
64.8
64.6
110.0
120.0
61.7
61.7
110.0
120.0
SETTING BLOCKS
2/ LITE
EPDM
OUROMETER 85±5
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2A'
GLASS TYPE '3A'
WIDTH
HEIGHT
INT. (-)
EXT. (+)
TINY. (-
19-1/8"
26-1/2"
37"
42'
26'
195.0
110.0
195.0
110.0
195.0
r
-203.0
145.4
110.0
195.0
128.1
110.0
195.0
19-1/8"
26-1/2"
37"
38-3/8'
190.6
110.0
195.0
137.5
110.0
195.0
98.5
110.0
120.0
19-1/8"
26-1/2'
37'
19-1/8"
26-1/2"
63'
37'
42"
19-1/8"
• • • • ••• •
• �k •LIMfIT AIJ(. lOAB6 TO 141.0 PSF
• •WHEN MUUt PANT laCK BY 'INETRLOCK' 98
IS USED
* # SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY
• SEE SHEET 1 • • • •
• • • • • • • •
NOTE:
LOAD/AREA LIMITS
• • C� t11 0,--.120.0 PSF = 16.34 SQ. FT.
• • • • +1 �.0, •195.0 PSF = 10.00 SO. FT.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
�40 0
Jm
0 /
z
II. W a
Q fIL
a
0 w
IL
O a
SQUARE BEAD 0 O n
OPTIONAL (�
ALL CLASS TYPES 0' O W M g
0 <
0 1p �
U. IA W . M
a W E�
p3 Z I
3 a�j
U)
w
O Li
O w
N
z_
= C4 o
M r
m Z Z LJ
p0- n
p ¢ J
NOTE:
d
GLASS CAPACITIES ON THIS SHEET A
0
ry
BASED ON ASTM E1300-09 (3 SREECGUSTS)
'>
a o
3
v
- -
AND FLORIDA BUILDING COMMISSION'
--
DECLARATORY STATEMENT DCA05-DEC-219
En JAVAD AHMAD
9r
CIVIL PRODUCT REVISED
x
i
1
0
70592 m clplykig with Ym Florida
FLA. PE 1 rn
CA.N. 538 Building Code 1s 061�1.fy
Acceptauce No
_
n
B ml'r, Dote �f8
o
u
"
o`
drawing n0.
11 W98-10�
By
NTI DaeaProGkt
6
--
sheet 4 of 7
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
1 3/8"
SEALANT
4
2 1/8'
° 1' MIN
[2-1/2' MIN.
INSTALLATION TYPE '1' WOOD BUCK TYPE '1'
MATERIAL: PRESSURE TREATED
TYPICAL INSTALLATION DETAIL
ON ALL FOUR SIDES/LISING WOOD
J�-TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
r 1 3/8-
SEALANT E, r
2 7/8" �I
BUCK INSTALLATION BY OTHERS
1' MIN.
INSTALLATION TYPE '3' WOOD BUCK TYPE '3'
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 ZIl
MIN.
• 1' MIN
2-1/2' MIN.
INSTALLATION TYPE '2' WOOD BUCK TYPE '2'
MATE@Idl: PRESSURE TREATED
(`TYPICAL INSTALLATION'DETAIL
ON ALL FOUR SIDES/USING WOOD
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
SEALANT ZI G
° BUCK INSTALLATION BY OTHERS
1' MIN.
INSTALLATION TYPE '4' WOOD BUCK TYPE '4'
MATFRIAI- PRESSURE-TREATEC
••• "RIC4 i&sT.ALwTlNiD6rXIL
• • ON 4661- Gd& lIDCS%1J I? WQ0D
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
U�
U
O
I
3
Z
SEE SHEET 6 FOR DESCRIPTION
J
0
f'
a
METAL
$
o_
STRUCTURES
a
o
1/8" THK. MIN.
O
OG <
n
8
0 Qa
0oK
V N
O
3
\
Q LL H
1�/Vi _ v
Zz
J m
ATTACHMENT TO Z a
METAL STRUCTURES
V)
O�
'AL ANCHORS
ELEV. FOR SPACING
Z
of
N o
SHEET 6 FOR DESCRIPTION
c
to u)� h
M n
0 �
h
ZZLL
V�
30 -M
vw
L)
.w Iq I'm"' Lei 4•,
ALUM CHANNEL
•• •••
••
• •
• ••
�.J\ IO
iO
3/4' X 1' X 3/4" X 1/8-
2-1/2- LONG
• • • •
•
•
• • • •
Engr: JAVAD AHMAD
CML
PRODUCT REVISED
I o
ry iv a
AT ANCHOR LOCATIONS
• •
•
• •
• • •
FLA PE 70592
�538
a,+ ccauplying with Yre Florida
_ x
• •
• • •
• •
• • •
CAN.
HuilAccede u cedc -2• 1
F
o a
• • •
• • •
• •
•
• • •
000
• • •
000 • •
n�79� p
Ex iralion Dalc 'W�O
g 8
R
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
••• •
•
•
M 2
13y
Mimn' Dade Produce
drawingv no.
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
ALT. ANCHOR LOCATION
W98-100
THEM TO THE BUILDING STRUCTURE.
WITH SHEAR: ICL&
• •
• •
• • • •
• •
• •
• •
_sheet 5of 75of 7
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • 0
INSTALLATION CONDITIONS
EQUAL LEG
FF2AM ' (APPLIES TO ALL FOUR SIDES
U
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
I
0p0�
SEE SHEET 6 FOR DESCRIPTION
O a
j
METAL
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
/—SEE ELEV. FOR SPACING
STRUCTURES
1/8" THK. MIN.
4
o
SEE SHEET 6 FOR DESCRIPTION
SEE SHEET 6 FOR DESCRIPTION
a 9
O
O aT.
Ell
I
V
N
Oo81
2 1/8"
a
b. z I 2 1/8"
z. MIN.
\
17 rn
J N Q n
o I" MIN
o 1" MIN. ,I
a b f
2-1/2" MIN.
I
I 2-1/2r M—IN.
O
INSTALLATION TYPE "I WOOD BUCK TYPE '1'
INSTALLATION
TYPE WOOD BUCK TYPE '2'
�
Ci
Me.7ERlel: PRESSURE TREATED
AM TERIAL: PRESSURE TREATED
Z h
— N
TYPICAL INSTALLATION DETAIL
TYPICAL
INSTALLATION DETAIL
ATTACHMENT TO
a
ON ALL FOUR SIDES/USING WOOD
ON ALL
FOUR SIDES/USING WOOD
METAL
STRUCTURES
Ow
O
1/8'
MIN.
= N o
TYPICAL ANCHORS
TYPICAL ANCHORS
_ _SEE
TYPICAL ANCHORS
ELEVPACING
3 N M
0 n
SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
—SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPTION
I r— 7 I
I I r it
SEE SHEET 6 FOR DESCRIPTION
0 i
Z z
II F
r--1
N
'N
II
II II
II II
G
G
G
--d
^
y
v
2 7/B"
I
'd
p W
W
1
a v p
Q
a
v
Fb� MIN.
ATTACHMENT TO
N
d
e BUCK INSTALLATION BY OTHERS
a
BUCK INSTALLATION BY OTHERS
APPROVED
MULLIONS
INSTALLATION TYPE '3' WOOD BUCK TYPE '3'
INSTILLATIOM
A'P6 '4'• • � � • • •
WOOD BUCK TYPE '4'
`
„ �
"
- -
UL
MATER: PRESSURE TREATED
• • • �
• • � � � � • � • • MATERIAL: PRESSURE TREATED
s"saa
TYPICAL INSTALLATION DETAIL • • T1?I'TCAL•ICJSTACLATIN VIA
ON ALL FOUR SIDES/USING WOOD
ON ALL
FOUR SIDES/USING WOOD
$
Engr: JAVAD AHMAD
CML
PRODUCT REVISED
q
p
o
• • • •
• • • • • •
FLA. PE J 70592
ac cmuplying will) the Florida
N
• •
• •
• • •
• • •
• • • • • •
• • • • • • • •
• • • • • • • •
• • • • • • •
CAN. 538
Ruilding Cade
Aeeeplwa Nu 16 0512. q
e 'retina Date m
$
drawing no.
W98-100
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ny
hyiilut o,atle Prodaact Col
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
015
• • • •
• •
• • • • s • • •
• • • • • •
sheet 5, I of
• •• •• • • • •• ••
••• • • • ••• • •
ANCHORS
REFER TO SHEET 5 FOR DETAILS
WINDOW DINS.
ANCHORS W/0 SHEAR CWP
ANCHORS WITH SHEAR CLIP
AT I7" O.C.
AT 10' O.C.
AT 17' O.C.
AT 10" O.C.
WIDTH
HEIGHT
EXT.(+)/INi.(-)
IXT.(+)/IM.(-)
EXT.(+)/TNT.(-)
EXT.(+)/IM.(-)
J2'
36"
76"
133.2
195.0
76.4
122.2
118.4
189.5
67.9
108.6
20'
24"
28"
JO'
J2"
78"
195.0
195.0
119.1
190.5
173.1
195.0
99.2
158.8
I48.4
195.0
85.1
136.1
138.5
195.0
79.4
127.0
129.8
195.0
74.4
119.7
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
i54.3
195.0
88.5
132.7
PERFORMANCE VALUES OF INSTALLATION ANCHORS O
0
�- - REFER TO SHEET 5 FOR DETAILS- - - � O
O
ANCHORS W/O,SHEAR,CWP- ANCHORS WITH SHEAR CUP I
.1 WINDOW DIMS. - AT 17' O.C. AT 10' O.C. AT 17" O.C. AT IF D.C. 00
WIDTH HEIGHT EXT.(+)/INC(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) z" j
20' - -� 195.0 195.0 154.8 195.0 H f
24' 195.0 1950.129.0 172.0 Q n 0,
28' 192.9 195.0 110.6 147.4 IL O O
30• 36' 180.0 195.0 103.2 137.8 a d V
32• 168.8 195.0 96.8 129.0 O
36' 150.0 195.0 86.0 114.7 0 t
40" 135.0 I .0.0 77.4 103.2 (� C N
42' 125.6 171.4 73.7 95.3
C �o g
20' 195.0 195.0 132.7 176.9 0 Q
24' 192.9 195.0 110.6 147.4 0 13 an0
28' 165.3 195.0 94.8 126.4
30' 42' 154.3 195.0 88.5 117.9 IL Z N p
32' 144.6 192.9 82.9 510.6 J (2 t7
40' 115.6 171.4 73.7 98.3
40' 115.7 154.3 66.3 88.5
42' 110.2 146.9 63.2 64.2 Li
20' 195.0 195.0 154.8 193.5 ,n
24' 195.0 195.0 129.0 161.3 3 Z n
28' 192.9 t95.0 110.6 138.2 v1
30• 180.0 195.0 103.2 129.0 � (n n
_32• - 168.8 ,,, _. 195.0 96.8 120.9 i (_fY CAL ANChiRS: SEE ELEV. FOR SPACING w 0I,�j
--40--
36' 150.0 187.5 86.0 107.5 \_ -m mm�T`___^ J 0
40 135.0 168.9 77.4 96.a 1 /4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 K51, Fy=157 KSI) +�
42" 128.6 160.7 73.7 92.1 i 1/4" DIA, T A ON BY O' (Fu=177 KSI, Fy=155 K51)
NLn rn
20" 195.0 195.0 137.6 195.0 I o
24' 195.0 195.0 114.7 172.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 1v t
1-1/2" MIN. PENETRATION INTO WOOD = a N
28' 171.4 19s.0 98.3 147A � 0 3 J
30' S4, 160.0 195.0 91.7 137.6 THRU t BY BUCKS INTO CONC. OR MASONRY 'L 3 Z t`
32' 150.0 195.0 86.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY -3 w _ o
36' 133.3 _ 195.0 76.4 114.7
40" 120.0 180.0 68.8 103.2 DIRECTLY INTO CONC. OR MASONRY 0
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
42' 114.3 171.4 65.5 98.J
20' 195.0 195.0 123.8 185.8 #14 MS OR F DRILLING SCREWS (GRADE 2 CRS)
24• 180.0 195.0 103.2 154.8 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") G
28' 154.3 195.0 88.5 132.7 _ _ INTO METAL STRUCTURES
30" 1 144.0 195.0 82.6 123.8 m o 0
60' ANCHORS W/O SHEAR CLI ANCHORS WITH SHEAR CLIP STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) c F -
32" `135.0 I95.0 77.4 116.1 _ g
36" � �120.01eo.o sa.a 1o3.z ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.)(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p162.0 81.9 92.9
�a42" 154.3 59.0 88.5 TYPICAL EDGE DISTANCE 1 ° d Z
. Nib C6NCRE�AND MASONRY 2=Y/2"-MI .
24" 195.0 195.0 117.3 164.2 INTO WOOD STRUCTURE = 1' MIN. J H n a
•• ••• • • • • • •• L
28" 175.3 195.o foo.s 140.7 • • • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. o „ r• • •• ••30' 66' 163.8 195.0 93.8 t31,3 • • • • •• • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS Yc = 3000 PSI MIN, u 32' 153.4 195.0 88.0 123.1 • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN.
36' 136.4 190.9 78.2 109.5
40' 122.7 171.8 70.4 98.5 $ ,n
20" 195.0 t95.0 129.0 180.ECIVIL Engr. JAVAD AHAUD X
24• 187.5 195.0 107.5 150.5 • • • • • • • • • • FLA. PE / 70592 PRODUCT' IiLVISHD N i
28' 72" 160.7 195.0 92.1 128.0 • • • • • • • • CAN. 538 m c I,plyind wilh the Florida
• • • • • • • • • • Building Code e
• • Acceptwlce No )S"05J') 19 -
30' 150.0 195.0 86.0 120.4 • • • • • • • • • • H�piraii0ll Dale
32' 140.6 195.0 80.6 112.9 • • • • • • • •
no
15 Hy drawing no.
36• 125.0 175.0 71.7 100.3 Min.' adc Produce Caltrol W98-100
• sheet 6 of 7
PERFORMANCE VALUES OF
PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER TO SHEET 5 FOR DETAILS
WINDOW DINS.
ANCHORS W/0 SHEAR CUP
ANCHORS WITH SHEAR CUP
AT 1T O.C.
AT IO" O.C.
AT 17' O.C.
AT IO" O.C.
WIDTH
Hl7CFR
E1CL(+)/TNT.(-)
EXi.(+)/TNT.(-)
EXT.(+)/TNT.(-)
EXT.(})/TNT.(-)
19-1/8'
28-1/2"
37'
26"
195.0
f95.0
149.4
195.0
195.0
195.0
_
107.8
161.8
195.0
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'
37'
S0-5/8"
195.0
195.0
153.5
191.9
193.2
195.0
110.8
138.5
138.4
173.0
79.J
99.2
19-1/8•
26-I/2'
3T
42"
_
63
195.0
195.0
123.3
195.0
155.3
195.0
89.0
155.8
111.2
194.E
63.8
111.E
98.0
171.4
56.2
98.3
19-1/8'
26-1/2'
3T
74-1/4'
195.0
193.0
130.8
195.0
184.7
195.0
94.4
151.1
117.9
I88.6
67.6
108.1
• •• •• • • • •• ••
••• • • • ••• • •
• v L
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORf
WINDOW DIMS.
ADTH HEIGHT EXT.(+)
20' 110.0
24' 110.0
28" 110.0
30' 36, 110.0
32' 110.0
36" 110.0
40' 105.8
42' 97.0
20" 110.0
24' 110.0
28" 106.9
30' 42' 103.5
32' 100.7
36' 97.0
40' 95.2
42' 95.0
20' 110.0
24' 110.0
28" 110.0
30' 48" 110.0
32' 109.1
36' 103.5
40' 99.8
42' 95.0
20' 110.0
24" 110.0
28' 99.8
30" 54' 95.5
32' 91.9
36, 86.2
40' 82.2
42' 80.6
20' 110.0
24' 97.0
28' 86.8
30" 60" 82.8
32' 79.4
36' 73.9
40' 60.0
20' 110.0
24" 107.8
28' 95.9
M. 66" 91.3
32' 87.3
36, 60.0
40' 60.0
20' 110.0
24" 97.0
28' 86.0
30, 72' 81.7
32' 77.9
INT.(-
120.0
120.0
177.3
160.9
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
WINDOW DIMS.
EXT.(+) 1
VDTH
HEIGHT
20'
24'
2B"
30"
32"
36'
76"
105.8
90.9
80.5
76.3
60.0
60.0
20'
24'
28'
30'
32'
78"
102.7
88.2
77.9
73.9
60.0
20"
24"
28'
30,
84'
110.0
9TO
85.5
60.0
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
WINDOW DIMS.
EXT.(+)
INT.(-)
WIDTH
HEIGHT
19-1/8"
26-1/2"
37'
42'
26'
110.0
195.0
110.0
195.0
110.0
184.2
110.0
152.4
19-1/8"
26-1/2'
37'
42'
38-3/8"
110.0
195.0
110.0
172.6
110.0
156.3
95.7
120.0
19-1/8"
26-1/2"
37'
42'
50-5/8'
110.0
195.0
110.0
154.7
94.0
120.0
89.0
120.0
19-1/8'
26-1/2'
37"
42"
63"
109.3
149.9
$4.8
116.2
67.9
93.1
60.0
60.0
19-1/8"
26-i/2"
37"
74-1/4'
110.0
154.8
86.4
118.5
60.0
60.0
19-1/8"
26-1/2"
37'
76'
109.9
120.0
84.0
115.2
60.0
60.0
19-1/8'
26-1/2'
37'
77"
120.0
P604.0
60.0
ALUMINUM BUCK FRAMING DETAILS
REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES
USE LOWER APPLICABLE VALUES.
#14 SMS
AT 6" FROM ENDS
17" O.C. MAX. AT JAMBS
24" O.C. MAX. AT HEAD/SILL
a •I Y
a.
4
• - - •TYPICAL ANCHORS TYPE 'A' OR '8'
AT 6' FROM ENDS AND
2 1/2' MIN. 17' O.C. MAX. AT JAMBS
EDGE DIST. 17 O.C. MAX. AT HEAD/SILL
#14 SMS
AT 6" FROM ENDS
17' O.C. MAX. AT JAMBS
24" O.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
TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE '6'
29Y WOOD BUCK OR WOOD STRUCTURES
A - 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu-163 KSI, Fy=157 K$1) TYPICAL INSTALLATION DETAIL
DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
o - n. vutcni,vry or ..... trU-1// KJ1, Yy-16J KSq
DIRECTLY INTO CONC. OR FILLED BLOCK •• ••• • • 21600- 845
c o
• • • • • • • • • o v
1-1/4" MIN. EMBED INTO CONCRETE • • •• •141 • I �.065 o o d 8
2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS •• • f �65� • �4 • °c -
C - #14 SMS (GRADE 2 CRS) • • • • • • • _• • 1.125
562
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES �- o
Ergr. JAVAD AHMAD 1-1/2" MIN. PENETRATION INTO WOOD 1.436 CIVIL PRODUCT RF.VISIAD
q v
• 000 • • • • • • M PE // 70592 ns complying with 1hn Floridtt i
• • • • • ••1� • .903 C.A.N. 3538 Building Colo 15�012.r�
TYPICAL EDGE DISTANCE • • • • • • • • • • Acccptet ce No ii
_
• • • • • • ,1� • Bro1im Date c
INTO CONCRETE AND MASONRY = 2-1/2" MIN.• •• • • &IJAIN -BUI OPTIONAL COVER 5 �18 b
INTO WOOD STRUCTURE = 1 " MIN. 000 • • • 6063•T6 • 6063-T6 Ni 2 By
NU D&kPrndtKt drawing no.
CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN, W98- OOI
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 P% jAp. • • • • 000 • • sheet 7 of 7
• • • • • • • • • •
••• • • • ••• • •
V
M IAM 1•DADE MIAMI-DADE COUNTY
M PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOir?
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DI T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANC www.miamidade.gov/economy
CGI Windows & Doors
10100 NW 25" Street Qa .. 11
Miami, FL 33172 9P
SCOPE: 1i
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) reset�e4ke*right •• •
to have this product or material tested for quality assurance purposes. If this prodyjt•or• materig1 J§ils to • •
perform in the accepted manner, the manufacturer will incur the expense of such tqlin&and thdATIj'may ••••;•
immediately revoke, modify, or suspend the use of such product or material within.tb4eJvrisdictio4 RER .
reserves the right to revoke this acceptance, if it is determined by Miami -Dade Covaly Produet.%ntrol
Section that this product or material fails to meet the requirements of the applicable buiikkxg code** • • • • * • • • • •
This product is approved as described herein, and has beer' designed to comply wfifr *1t-.Florida PttiMing • • • • •
Code, including the High Velocity Hurricane zone. • • • • • •• • • • • •; •
DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.M.I. ; , • • • •
APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fined Wixaow ' •
(S.M.1.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/t5!, •
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 IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur- after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises 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.
Approval Date: June 25, 2015
NOA No. 15-0413.03
MIAMI-DADE couNTY Expiration Date: September 22, 2020
i
l 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 AO PV.C-fix�d
window, to qualify DuPont "Butacite" PVB interlayer, Duraselal"'aMrSuper Sutter®
insulating glass spacer, prepared by Certified Test Laboratories,�e�s;eport No
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh G.Patel, P %.... •
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading por•I:BGTAS 20I A4
2) Large Missile Impact Test per FBC, TAS 201' 94 • • • •
3) Cyclic Wind Pressure Loading per FBC, TAS *AV--D4
along with marked -up drawings and installation diagram of a series 7100 PIE -project
out window, to qualify DuPont "Butacite" PVB interlayer, Durftar .and Sir .
Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test IZQport
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)
Manuel ez, P.E.
Product Cont r 1 aminer
-0413.03 NOA N .
Expiration Date: September 22, 2020
Approval Date: June 25, 2015
E - 1
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5`
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 0
......
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNe;ic6s &. 6mo, Inc. •
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, exD1t1bg*bn 01/TVr7. ......
2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeN jipours & Co.= Inc. • • • •
for their "DuPont Butacite0 PVB Interlayer" dated 04/11/13,%XVjri1ig on•l.?/j jf16. ....
3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Gompany (A ) ..:..'
for their "Saflex Clear and Color Glass Interlayers" dated 061.9 N., expin"g*en • • • • • •
05/21/16. """ '
00
4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Ceompagy{MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass lgtdrlbyers yYjth PET : • • • •
Core" dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51" Edition (2014), and of no
financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.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 antler 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.
vv�
Manuel Perqq.E.
Product Control E n' er
NOA No. 15-0 3.03
Expiration Date: September 22, 2020
Approval Date: June 25, 2015
E-2
49"
FLANGE WIDTH
D.L. OPG. Vi
m
8" MAX. 18" MAX. ZW
HEAD/SILL A 3 SHORTER U
CORNERS SIDES �o
I h
it u
II n
II II
C
II II
u u
u n
Ci3
II II
�
it /!'�❑
II u
Oa
ilf
��
ZzJ
ll� 11
Ci
n n
II
It
It I!
___ ___TI-_-__
-IT
II II
u II
II I!
11 II
II II
LL—
I� II
�13 - E13
O o
�o
n 4-
O1 I
FALSE MUNTINS
(SURFACE APPLIED)
OPTIONAL
rLANGE�&_FLANGE ADAPTOR FRAME
SERIES 130 SENTINEL ALUMINUM FIXED WINDOW
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. WOW. 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.
48" 49"
BUCK WIDTH FLANGE I
/
I II
II II
m�
z
I
0
'
it
II II
II II
II II
ip O
U
II
II II
II II
n u
n n
n II
n II
n
u II
n
II II
AL �
t`
O
_= _II_____
_rI_____
p,
u
_
II II
n n
z o
II II
n I I
II II
u u
11 II
____J1--____IL____
--_._
Ir----Tr---
W W
zo
II
__ _L__--__LL__
--Ir------ --
II II
It
n n
Orn
II
u II
11 II
II II
II II
II II
II II
18" MAX. I I 8" MAX. I 18" MAX.
la ANCHOR SPACING SHOWN HEREIN APPLICABLE
�z TO FLANGE AND FLUSH FRAMES.
o SEE SHEET 1.1 FOR FIN FRAMES.
� U
96"
BUCK HEIGHT
D.L. OPG.
xxgg
h 0cn
it
n
O
II It
Y J
U
II II II// II II
II II JL�_--II 11
m7r----1====_
n ° t
6" MAX.
17" MAX.
CORNERS
STRAIGHT
SIDES
SIDES CORNERS SIDES
EQUAL LEG FRAME WWI—DTH�
WINDOW WIDTH I�WINDOW WIDTTH�{I WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
I
I I I
3 3 I I
L —J L— _J
WINDOW WIDTH
I WINDOW WIDTH WINDOW WIDTH W. WIDTH DAYLITE OPENINGS:
--� D.L.O. HEIGHT =BUCK HEIGHT - 3.00"
r , D.L.O. WIDTH = BUCK WIDTH - 3.00"
�, I i ... •_ • • LAM. GLASS
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE % % • •• •'i• • •`�• •� INSULATING LAM.GLASS
• • • • • • i
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ;
3 # •; •o • • •" LARGE MISSILE IMPACT
HURRICANE ZONE (HVHZ). o
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.
I I
L J
• ••• • • • •••
THESE WINDOWS ARE RATED FOR LARGE & SMALI MIS%I.E t:CT •
SHUTTERS ARE NOT REQUIRED. • • • • • • • • •
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 ALOOMBL[ LOAD* FROM•THQS66HApES. •
SMALL MISSILE IMPACT
Engr: JAVAD AHMAD
CIVIL
PRODUCT REVISED
FLA, PE J 70592
es complying with the FIm1Qe
CAN. 538
building Code
Acce9", No
M 2015
retion Dnte
By
Miyni nde Product Control
�4
Lu n
w •
0 e
V go 0 �
G40rc _
O
Q W e1 f F
' N
I
3 "I
g �
z N
O w
d'
v)
N o
M V) N 's
3 N h b
Ed 0
rn
Zz�
30
11 o
m 8 '2
1I0I i
drawing no.
W10-02
• •• •• • • • •• ••
000 0 0 0 000 0 0
48" 48� 48� FLU N
BUCK WIDTH BUCK WIDTH BUCK WIDTH o
D.L. OPG. D.L. OPG. TYPICAL ELEVATIONS
D.L. OPG. O
6' MAX. IG" MAX. N %
HEAD/SILL I A2 STRAIGHTo CV`'�M: 7S• d
CORNERS SIDES 'O S7 ESp SRO a-
O
a
pE' m rr w a O
pO U
o 0 OG 7
Z TIrI------II ( O
--u------tl----Ir-----tr- o: - -----tT= — /yK
0 u u aaQ
u u u n u u
u n II II u n °�anoo
n u II II u u ���Qyyjj
II II II II —t. L-----1
BUCK WIDTH I L°
---- ------ ----
C2 n u u J pJJ
II / II II / II II / II W r F
D.L. OPG. _ F
_-__i1------ ______�1LLI- LIIIIIIrLIIII ------
_�lIIIllrIII ___-__-.__-_O= O 1_____ O
_Y J Y J II 11Y J
jm 11 m
O140_-
•{ .^vv-1. N
,I 1
!I it
II N II II 1n II It
II II II II II II =--____= g ——=1j✓-=__:=µ Z (/i
II II - II II II II � � II II II /. II it � Q' 'pero
II II II II II II m O II 11 II/i II II p Q YI
_� ____=H.._ _-1+�I _ _ ____L_ II II II// II II X O w \'
II II I II II II U J 11 II _JL/___II II
W_ O
M In 1(1 r N
3NM'0
FALSE MUNTINS 6• MAX, 16" MAX. z 3 0
(SURFACE APPLIED) 16" MAX. 6' MAX. 16' MAX' CORNERS MMM--- STRAIGHT
OPTIONAL STRAIGHT HEAD/SILL STRAIGHT SIDES
SIDES CORNERS SIDES
U0�
O
FIN FRAMES w
Innva
c r € N
ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES ~
N
O
• • • • • • • • • • • • C d m o
• • • • • • • • • O O 4
• • • • • • • • • .j o
•• ••• •• • • • ••
0 0
t
Engr. JAVAD AHMAD PRODUCT REVISED a
CML ns complying with tho Flatlde I
• • • • • • • • FLA. PE / 70592 Building Code �,(� o
• • • .0. .0. • C.A.N. 538 Acccptwlce No �5_ 04 �.1191•
• • ••• • • • • • G
• • • • • • • • • • • Gx 'nlion Dete 3
MA 2015 By
Miam' ode Product Co drawing no.
W10-02
••• • • • • ••• • • sheet 1.lof 6
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
_ i DESIGN LOAD CAPACITY - PSF I
FLANGE DINS. L
BUCK DINS.
GLASS -TYPES 'C'&'Cl'
CLASS _TYPES
WIDTH (W)
LENGTH (L)
WIDTH (W) ILENGTH
(L)
EXT.(+)
INT.(-)
EXT.(+)
1NT.(-) `
,4•
30'
36,
42"
48"
54'
60"
-61"
36 "
11,1160',..
2
�29,
35"
41"
47"
S3'
59"
_ "
- 35•
y
80.0
80.0
j 9G.G
-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
00.0
80.0
80.0
80.0
80.0
80.0
24" 3
CC 30
36
42
48"
54'
60"
61"
f 48„
-
23"
-29"
` 35
41"
47
53'
59"
60'
4
�
80.0
80.0 �,
80.0
80.0
_ 80.0-
` 80A_. ,
80.0
80.0
80.0
80.0
80.0
- 80.0
`70.2 -
_
70.2-
_ 80.0
61.3
61.3
80.0
_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"
80'
23"
29"
35"
41'
47"
53"
59
60"
59,
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
48.5
65.1
65.1
48.8
48.8
65.1
65.1
24"
30"
36'
42'
48"�-
61'
72•�ti
-'
23'
29"
35"
41"
47
53"
59-�
60'
7,�
80.0
80.0
80.0
80.0
80.0
80.0
50.0
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
72.5r
--72.5
48.8
48.8
65.1
65.1
1 48.0
48.0
64.0
64.0
24-
30-
36,
42'
48-
54"
56-
B4,
23"
29'
35"
41,
47"
53'
1 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 .1
52.4
69.8
69.8
E
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
BO.O
80.0
60.6
60.6
80.0
130.0
59.6
59.6
80.0
80.0
30'
36'
42"
46'
102'
1
23"
29"
35"
41"
45"
101"
80.0
90.0
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
60.0
80.0
59.1
59.1
80.0
80.0
DESIGN LOAD CAPACITY - PSP
FLANGE DIMS.
BUCK DIMS.
GLASS TYPES 'C'&'Cl'
CUSS TYPES 'D'&'Dl'
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
DR.(+)
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
60.0
80.0
24'
30
36"
39'
120"
23"
29"
35'
38"
119'
80.0
50.0
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
65.0
65.8
80.0
80.0
DESIGN LOAD CAPACITY - PSF
FLANGE DIMS.
BUCK DIMS.
GLASS TYPES 'C'&'Cl'
GLASS TYPES 'D'&'DI'
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
DR.(+)
INT.(-)
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
00.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
19-1/8-
26-1/2"
37-
48-
53-1/8"
61'
38-3/8'
18-1/0"
25-1/2'
36"
47"
52-1/8-
60-
37-3/8"
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
$0.0
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/B"
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
50.0
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"
35"
47"
52-1/8-
60"
74-1/4'
6Y
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
B0.0
80.0
.3
J •
3.
.7 •
♦8.0
46.5•
41►0
4�5 •
964.0
•61.�
64.0 0
19-1/8"
26-1/2'
37"
76"
18-1/8"
25-1/2"
36"
47'
75'
20
• %SO
0 •80.0 •
85.0 •
80.0
80.0
80.0
80.0
78.9
78.9
80.0
80.0
111.3900
I w�`1
L J /
NOTE, k
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY. OR HORIZONTALLY AS .SHOWN ABOVE.
J4- BUCK DIMS )i" �•
I FLANGE FRA�� II
k FLANGE DIMS----�I
BUCK DIMS
EGUAL LEG FRAME
BUCK DIMS
FIN FRAME
BUCK DIMS
FLANGE ADAPTOR FRAME
FLANGE DIMS -)
• WE:
• GLASS CAPACITIES ON THIS SHEET ARE
E2SED ON ASTM E1300-09 (3 SEC. GUSTS)
**AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
81.3 •
80.0
80.0
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PRODUCT' REVISED
CML
FIA. PE { 70592 co -plying wi with the Florlde
C.A. 538 Building Code ��4,F,�
Acceptouce No -641 .Q��
Llx 'nttion Date
t By
4 015 Nitwit' ade Product Control
2 �
W 1pp
0
a
V m
O
g IL 4
O y13 00
Q zW
drawing no.
W10-02
3/16" ANN. GLASS
.075' Intedayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090' Intedayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.090' Intedayer
DuPont Sentry'Glos
'E.I. DuPont De Nemours & Co., Inc.'
OR
.090" Inlerloyer
DuPont Butacite PVB
By 'E.1. DuPont De Nemours & Co., Inc.'
3/16" HEAT STREN'D GLASS
m
z
SILICONE
GE
\ " E3 1 �! DOW1 200 CORNING 899
rn 1! !I DOW CORNING 995
a \ /
0
F PTATNTSON LITES
x 36"
W
GLASS TYPE 'C'
7/16. OVERALL LAM. CLASS
(L.M.I. & S.M.1.)
3/8' AIR SPACE1,
3/16" HEAT STREN'D GLASS
3/16' HEAT STREN'D GLASS
.075" Inlerloyer
Saflex CP Wilh PET Core
O'Eastman Chemical Co.'
R
090" Inlerloyer
Saflex Clear And Color Class
'Eastman Chemical Co.'
OR
.090' Inlerloyer
DuPont SentryGlas
O'E.1. DuPont De Nemours & Co., Inc.
R
.090" Intedayer
DuPont Butacite PVB
By 'E.I. DuPont De Nemours & Co.. Inc.
p
m
3/16- HEAT STREN'D GLASS
1
SILICONEGE
(i�XDOW
1200
E3DOW
CORNING 899
CORNING 995
� u
0
EW., M5 AF14 INTS ON LITES
X WIDER THAN 36'
W
GLASS TYPE 'D'
7/16' OVERALL LAM. GLASS
6" ANN. GLASS
3/I6" HEAT STREN'D GLASS ,f
.075' Interlayer r^.075"
_
Inlerloyer
Saflex CP With PET Core
Saflex CP With PET Core
1 By 'Eastman Chemical Co.'
By 'Eastman Chemical Co.'
:OR
OR
.090" Inlerloyer
090" Interlayer
k Saflex Clear And Color Class r
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
By 'Eastman Chemical Co.'
' OR :
.090' Intedayer
3/8" AIR SPACE
— OR — -
' .090" Intedayer
DuPont SentryGlas I
' DuPont SentryGlas" �—
'E.I. r
By 'E.l. DuPonl De Nemours & Co., Inc.'
By DuPont De Nemours & Co., Inc.'
OR I 1_ —..
T OR r —
090' Interlayer ` 3/16 HEAT
——
STREN'D GLASS
.090' Inlerloyer l
DuPont Butacite PVB -
'DuPont Butacite PVB
By 'E.I. DuPont De Nemours_ & Co., Inc.'
By 'E.I. DuPont De Nemours & Co., Inc.' r
3/16" HEAT STREN'D GLASS +
r— — —�
`3/16' HEAT STREN'D GLASS
r
SILICONE r
E SILICONE
ICE 1200
DOW CORNING ass
m
GE 1200
DOW CORNING 899
DOW CORNING 995
-1 I
• 90"CONNINIS 995• ••••—MI•••
• ••• • • • •XL
EDGE SPACER
• • YL fiDGF• SP6CEI6 • • • •
ST. STEEL BY 'CARDINAL'
�
• 6T. 49TELIL BN 'OtAROLNAL+ •
OR
E4
I
I1
•• • e5R •• • • • ••
DURASEAL BY 'QUANEX'
DURASEAL BY 'OUANEX'
1 1Ttt0il
OR
SUPER SPACER BY 'QUANEX'
ap
OR
SUPER SPACER BY 'QUANEX'
MS Al 1/4 POINTS ALL SIZES
GLASS TYPE 'CI' 1
I" OVERALL INSUL. LAM. CUSS (L.M.I. ONLY)
(S.M.I.)
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF CLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED.
F MS AT 1/40PO NTH ALL SIZ6%te • • • • •
W— • • • • • • • • • • • •
-- GLASS 'DI • • • • • • • • •
T • • • •
� 1' OVERALL INSUL. LAM. CUSS
_ r
000 • • • • • • • • •
• • • • • • • •
• • is • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
z N
�x O w
�N o
M U)
N C) r7
O M rn
E 03.
,n
fa Z z
N 30
a. SILICONE
GE 1200
a DOW CORNING 899
s W _ 1� ii DOW CORNING 995
�1 .I I
M
✓,
n LL
11 it
I! I! I!
u
u of
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
OPTIONAL GLAZING DETAIL '0
GLASS TYPES 'Cl* & 'D1' o
Erg,: JAVAD AHMAID o II
CIVIL PRODUCT REVISED N
FLA. Pe 111 70592 as —plying with the Flarida o
3338 Dulldiug Code
Acccptence No 15• 0 �1� irel'on Date 20 vDydrawing no.
MAY N4iatn' ode Pro uct Co.
W10-02
sheet 3 of 6
_
TYPICAL EDGE DISTANCE
CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN.
u
`TYPICAL INSTALLATION DETAILS
INTO CONCRETE AND MASONRY = 2-1/2" MIN.f
INTCNOOD� STRUCTURE = 1" MIN. '
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 20DO PSI MIN.
/R
�Y
a
THESE DETAILS ARE. TYPICAL ON ALL FOUR SIDES OF IPINDOW
- — — — - !
INTO METAL STRUCTURE = 3/4" MIN.
I INSTALLATION DETAILS THRU 1X 1
INSTALLATION DETAILS THRU 2X
INSTALLATION DETAILS
INSTALLATION DETAILS INTO METAL
O
WOOD BUCKS INTO CONCRETE^-
BUCKS OR INTO WOOD STRUCTURES
DIRECTLY INTO CONCRETE
STRUCTURES OR INTO APPROVED MULLIONS
a
o
v
_
FLANGE
FLANGE TYPICAL ANCHORS
SEE ELEV.
FLANGE 1/4• MAX.
FLANGE
p
a
H
_
:I
28Y WOOD BUCK FOR SPACING
SHIMS
METAL
V p
p
jI
jl jl
OR
WOOD STRUCTURE
ANCHORS
TYPICAL SEE ELEV.
STRUCTURE
ry
z a Q
V
M! pp
0
II li M2
FOR SPACING ° a �� M2
SEE ETYPICAL ANCHORS LEV.
dI
O co
It�
X
p
O11 li
B S2 =
=
A I \ N
O
FOR SPACING
LL�
LL ffgl
Et
S2
jj jj
MIN..
i 3
VI
N
.. ...
•
p TYPICAL ADTCHORS
r
it II M2
N
u
..
SEE ELEV.
° 1 BY FOR SPACING
E3 II II j
j l 1 1
v
3
WOOD BUCK
Ei E3
g
ME 0
N
B
1/4' MAX.
Ow
r- O
c
EQUAL LEG
EQUAL LEG
SHIMS
EQUAL LEG E2
'
EQUAL LEG
(
to
N °
1
29Y WOOD BUCK
° v
M2
METAL
M !/1
3
O
N rM iO
B !! 1
OR
A l WOOD STRUCTURE
C
STRUCTURE
Tj
_ 0
rn
3 m
Ij !j
%
� ANCHORS
g K
2O UJ....
E3
M2
4�
_
_TYPIC SEE
II �I
=
FOR SPACING
05
M3 i S2
a
p
T.
TYPICAL ANCHORS
M} S2
I� II
SEE ELEV.
FOR SPACING a
E3
N
3,
p iE
to °
a` n
tl
° •
. v TYPICAL ANCHORS
M2
E} II !I
I SEE ELEV.'
° 1BY FOR SPACING
TYPICAL ANCHORS
!I II SEE ELEV.
WOOD BUCK I
FOR SPACING
•• ••• • • • •
N
2
•'
_ _ • • • • • • • DIOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW.
— • •
i i
o -'
o
°c
o W
r • • • • • • MWST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
TYPICAL ANCHORS: SEE ELEV. FOR -SPACING #14 SMS OR SELF DRILLING SCREWS (GRADE 2 COS) • • • • • • kIjt[J"TRANSFER THEM TO THE BUILDING STRUCTURE.
°
o
1 t INTO METAL STRUCTURES • • • • • • • • •
] 14^ DIA. TAPCON BY 'ITW' (Fu-120 KSI, Fy-92 KSI)
} /4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) En9n JAVAD AHMAD PRODUCT REVISED
ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) CIVIL
b
ro
r
N
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE P�A1�4't)R PAIIJTED) s • • • • FLA. PE Y 7oss2 es complying wiN Ilro Fbride
0
1-1/2" MIN. PENETRATION INTO WOOD • • • • •
A,cepnoceN IS-o41 • • • • • • • • • • Acctptwme No THRU 1BY BUCKS INTO CONC. OR MASONRY — 4 SMS OR SELF GRILLING SCREWS (G �dE 2 CRSI • • ••10
D1-1/4"
AC.KN.3
MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNiY APPROVED MULIIU�S I�IN. THK. =•.09d • •( )Miami adc Pro uctC ntrolDIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY
1-1 /4" MIN. EMBED INTO CONC. OR MASONRY • • • • • • • • • • • •
sheet 4 of 6
i s• i�� i i• i
• •• •• • • • •• ••
••• • • • ••• • •
I IL f
TYPICAL INSTALLATION DETAILS
V�V
o
THESE DETAILS ARE TYPICAL ON ALL
FOUR SIDES OF WINDOW
o
uj mi
_
� m
n
i
INSTALLATION DETAILS THRU 1X
INSTALLATION DETAILS THRU 2X
INSTALLATION DETAILS
INSTALLATION DETAILS INTO METAL
$
a
WOOD BUCKS INTO CONCRETE
BUCKS OR INTO WOOD STRUCTURES
DIRECTLY INTO CONCRETE
STRUCTURES OR
INTO APPROVED MULLIONS
a
a
FLANGE ADAPTOR
FLANGE ADAPTOR
FLANGE ADAPTOR
FLANGE ADAPTOR
°
g
a
TYPICAL ANCHORS
1/4' MAX.M''t
LL
p
SEE ELEV.
FOR SPACING
SHIMS
ryO M
p
z CL
20Y WOOD BUCK
V�
OR
METAL
IQ.
jl jl
g3 E3 I M2
WOOD STRUCTURE
A3
TYPICAL ANCHORS
SEE
FOR SPACING NG
STRUCTURE
TYPICAL ANCHORS
yR�� W 0
Q ; G
i 5
a v M2
ELEV.
w
:� Z M
li
S2 s
'v to
N
\
rSEE
I FOR SPACING
too
Q W pt
E2
a
E6
F2
' _-= r
J
N
E6
�-
52
MIN.,
m
o
>. o TYPICAL WCHORS
E3
j M2
I SEE ELEV.'
a
j
\
z
1BY FOR SPACING
WOOD BUCK
I� II
a
.a E6 E2 E3
w
O rR
x
O w
2 3/I
per{
1/4- MAX.
�
BUCK HEIGHT
1/4" MAX.
�N o
I
3 N
a
WOOD STRUCTURE
NOT BY CGI 1/2" MIN.
1/2' MIN.
r7
O
zz�
2 3/8` MIN.BACKBED
FIN FRAME
M2
CAULKING
g
o
Oil
N
TYPICAL ANCHORS: SEE ELEV. FOR SPACING I
I
0
#B SMS (GRADE 2 CRS)
-___._:_
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
2
-___.._:._.__-,
WHEN USED THE MIN. WOOD
1-1/ 4" MIN. PENETRATION INTO WOOD Et t
BUCK DEPTH SHALL BE 2%".
2
THE USE OF DEEPER OR
ci
0
ci
o
E5
E3
EXTERIOR
BEVELED WOODBUCKS IS
HOUSE WRAP
PERMITTED.
NOT BY cGi
•44��
BUCK WIDTH
BUCK WIDTH
m'2r
MVI-DADE COUNTY I j SP�
APPROVED MULLION II L �QJVj •
N
Oy
o
A
dMULLION ANCHORS A• • • 1 •
I
._
°
iv
I SEE SEPARATE NOA • • I • • • • • • • •
i I i i --AH-
I L------- -- - ---- J
_____� Engr. JAVAO AHMAD
CIVIL PRODUCI'REVISED
I I I - - _ _ _ _ • • • • t • • •
FLA. PE 70592 .s
complying With the Florid.
o
=
- - - - - -
1 I - - - - -
Building
Codeccepmlne
• • • ! f •
• •�e TYPICAL•AI{CMORS
135,18
Nol "�:
W 1 O _ O2
FOR SPACINGU,y Product on of
/#14
x t' sMs.
• • • • • • • • • • • •
sheet $ of 6
• • • • • • • • • • •
• •• •• • • • •• •a
••• • • • ••• • •
A
w
2
E1 FLANGE FRAME
v.068.�
�)^2.505
B12
1.495
95
065
TYP.
1.335
E2 FLUSH FRAME/FIN FRAME
^j
.675
.995
TYP. 975
1
1.184
E3 GLAZING BEAD (LAM. GLASS)
j-120
99
�F-1.184
_,050
TYP.
�—
I,000
125
M4
Ea GLAZING BEAD (LAM. INSUL. GLASS)
GLAZING ANGLE (LAM. INSUL. GLASS)
L 130-^{h-.O65
1.550
61.450
1,680
.180
.550 O50
.0500
1.395
E5 NAIL FIN ADAPTER
E6 FLANGE ADAPTOR
ITEM
PART /
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLER/REMARKS
E1
CGI-118
4/ WOW.
FLANGE FRAME
6063-T6.
-
E2
CGI-119
4/ WOW.
FLUSH FRAME/FIN FRAME
6063-T6
-
E3
CGI-121
4/ WOW.
GLAZING BEAD (LAM. GLASS)
6063-T6
-
E4
CGI-123
4/ WOW.
GLAZING BEAD (LAM. INSUL. GLASS)
6063-T6
-
ES
CGI-110
4/ WOW.
NAIL FIN ADAPTOR
6063-T6
-
E6
CGI-109
4/ WDW.
FRONT FLANGE ADAPTOR
6063-T6
-
Ml
GGI-382V
AS READ.
GLAZING BULB VINYL
PVC
DUROMETER 75-80 SHORE A
M2
CGI-124
AS READ.
SCREW COVER- OPTIONAL
PVC
-
M3
CGI-112
AS READ.
RUSH 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
010 X 1-1/4"
2/ CORNER
ASSEMBLY SCREW PHL. PH SMS
ST/ST
-
WELDED JOINT
AT ENDS
CIRCULAR WINDOWS
T
RECT. OR SQUARE WINDOWS
CORNER DETAILS
• •
• • •
• •
•
•
GYP. _
•
••
• •
• •
••• •
••
•••
••
•
•
• ••
1395
1.119
• •••
• •
•
•
•
•
•
•
• •
•••
•
.050r —7
.050
J1� I 7
• •
• •
••• ••
•••
• • •
•
•
•
•••
•
• •
• •
• •
•••
•
•
:•
.06
1.081-�i
M3
FLUSH FRAME COVER
M2 SCREW COVER
• •
:
• : •
:
•
• • • • • • • • • •
• •• •• • • • •• ••
••• • 0 0 000
• •
u
N
O
0
ul 0 J
V
J NN I
ry f
d O
Igo
U
0
O
N
� N
I
8 N
Z 1n
pNp
p O M
X Ow
O H
U) el
to u7 u
T(VM wl
d p3Mrn
E Z 2 �
W 3oQ
U0
Engr: JAVAIVI o
AHMAD D PRODUCT REVISED on
M
RA. PE i 70592 as complying with the Florida
C.AN 3538 Building Code o �,
Acceptance No 15-40 V3„0.9
iratimt Date !ft o 8 $ 3
a b 5
B
2015 Mtem ode Product Con I drawing no.
W1 Q-02
sheet 6 of 6
I-
MIAMI•DADE
DEPARTMENT OF REGULATORY AND EC(
BOARD AND CODE ADMINISTRATION DIV
NOTICE OF ACCEPTANCE
CGI Windows & Doors
10100 NW 25 Street
Miami, FI.33172
51 MIAMI-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
(REY 11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
SCOPE: IRip FF am Sd
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
*000
Section that this product or material fails to .meet the requirements of the applicabl�buoi jig coat. • • • • • •
This product is approved as described herein, and has been. designed to comply vvlth the Florjdd Uwlding •.
Code, including the High Velocity Hurricane Zone. ""
DESCRIPTION: Series "Sentinel'120"AluminumHorizonfalSliding Window.-. 1VI.I. •.;• ;••••;
APPROVAL DOCUMENT: Drawing No. W 10-18, titled "Series Sentinel 120•A4m. Hoti� rSIiding• •; • • •
Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 0_TMV? x with rett?bh "G"• • • • •
dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Afm ad, P. E' Bearing the"":'
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance r*ririfuber and expiration '.
. . . . ......
date by the Miami -Dade County Product Control Section. • • • • • •
_ _ _
MISSILE IMPACT RATING:
. . ......
Large and Small Missile Impact Resistant .. ...
LIMITATIONS: 00
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 495/8-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. 154512.05 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.
NOA No.15-0929.13
5 I 1 Expiration Date: September 22, 2020
1 Approval Date: May 19, 2016
Page I
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 2Q 1-94 ; • • • • • • • • •
5) Cyclic Wind Pressure Loading, per FBC, TAS203-94 .... ••
6) Forced Entry Test, FBC 2411 3.2.1, TAS 20194 • '- 00000 • . •. •:.
along with marked -up drawings and installation diagram of T series Sentinel 120: . •
aluminum horizontal sliding window, prepared by Certified AV l.aborat6f e§, Test'
Report No. CTLA-3062 W, dated 07/07/ 15, signed and seale • . Ramesh •::Patel,• • • • •
p g � Y. .. ..:..'
. .
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading terF$C TAS 202-94 •�
2) Large Missile Impact Test, per FBC, TAS 2131-91r :...:. • • • • • •
3) Cyclic Wind Pressure Loading, per FBC, TAS &-94 * : • • •.:
along with marked -up drawings and installation diagram of a series7fixed 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. 154929.13
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-�4 : • • •: •
5) Cyclic Wind Pressure Loading, per FBC, TAS*2(33-94 .... .'
, y 6) Forced Entry TestFBC 2411 3.., 21TAS 20i2,- 4
. .... ......
along with marked -up drawings and installation diagram 'af'A*series "Sentinel;..•.;
aluminum horizontal slidingwindow, prepared b Hurricane• o'esTLaboratoi' LLC'
p p Y ....' ...Y�' t....
Test Report No. HTL-0080-0102-10, dated 06/04/10, signed qrA healed l& .'�inu J..:..-
Abraham, P. E. '
.. .. .... ......
(Submitted under NOA No.10-0510.12) • • • • • • •
. . . . ......
C. CALCULATIONS • • • • • •
1. Anchor verification calculations and structural analysis, complying withC 5'9
Edition (2014), prepared by AI--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
"Butacite0 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. 154929.13
Expiration Date: September 22, 2020
Approval Date: May 19, 2016
E-2
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
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 5" Edition (2014) and of no
financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed
by Javad 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 C% ,A �056 Q dated •
03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056.W.Cvdated 04116l'15, all...:.
issued by Certified Test Laboratories, all signed and sealed by -Ramesh C. Patel, P. E. • •
......
(Submitted under previous NOA No. 15-051Z05)
.... .... . .
5. Testing Proposal issued by the Product Control Section, dated .:1.2/16/14* signed by 0 • •
.. ... .. . .....
Jaime Gascon P. E. Section Supervisor. •
(Submitted under previous NOA No. 15-0512.05) • • • • • • . •
6. Laboratory compliance letters for Test Report No. HTI,0980-0102-1f. j§lged by••• --
Hurricane Test Laboratory, LLC, dated 06/04/10, signed $nd, *sealed •by Vinu x....;
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
TYPICAL ELEVATION
6"
111'
GE V
S' MAX.
TYP.
�I
II
E
f 6
11 F
II 6
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II
I1
45 II
II
II
I I
5 iI
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z
0
0 0
FALSE MUNTINS
(SURFACE APPLIED)
32 7/8'
32 7/8" AODL ANCHOR REOD.
AT CENTER OF ALL PANELS
OPTIONAL
D.L. OPC.
D.L. OPG. FIXED OR OPERABLE
ABOVE 30" PANEL WIDTHS
36 3/8'
,AT HEAD/SILL
VENT WIDTH.
i
FLANGE &FLANGE
ADAPTOR FRAME
I in"
FIN FRAME
N x
� Y Yml 2 YN1
5 1
5" MAX.
TYP.
MTC. STILE
<' F_.
El
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11
II F
II
I I
jj F
7
II 6
II 6
Q,
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11
1
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V
II
II
J.v
B1
I I
1
Hi
\ L
I i I
FALSE MUNTINS
(SURFACE APPLIED) 32 7/8' 32 7/8'
OPTIONAL D.L. OPC. D.L. OPG.
35 3/8"
VENT WIDTH
EQUAL LEG FRAME
FRAME
5zZ SERIES SENTINEL 120
o ALUMINUM HORIZONTAL SLIDING WINDOW
4rV
8
U
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0
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z co
AOOL. ANCHOR REDD.
AT CENTER OF ALL PANELS
FIXED OR OPERABLE
ABOVE 30' PANEL WIDTHS
AT HEAD/SILL
_ rn
=d C
n
I
0
w
N 4
C
j O N O
3r I
_ 0 M n
d CZ_j
o�
v�k
PRODUCT REVISED
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as complyinB with the Florida
CHARTS SHOWN ON SHEETS 2 & 3. BuildinDo a
NOA-No. 15-0929.13 ,
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Date 09f2212020 o R
OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY By o
APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS
IN BETWEEN. Mlam�at a Product Controls Product Control u
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL e'
WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS
D.
..• . • • • . 04, INSULATING LAM. GLASS .
• THIS FROMCTORA! BPENsOESIGNBD AND TESTED TO COMPLY WITH THE
REOiy ItS�OF�I'H 2 STA DITION) FLORIDA BUILDING CODE LARGE MISSILE IMPACT .° o ? o o
e eINCL� G iICFi VEIA fTY i 1WRICANEOZONE (HVH2). SMALL MISSILE IMPACT
00 W(10t BUCKS %Y ONiERS! MUST LP ANCHORED PROPERLY TO TRANSFER t111il11/ c
LOADS TO THE STRUCTURE. AN
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS ��� ��I .......•".�►Z
e ,WEOMEtg TOOg BASJ MATERIAL�SHAU qe ,BEYONO WALL DRESSING OR STUCCO. , •uCENSF.
•.KJ ��� n
a JOTHORINSP6RTJ Ltl G CCORQVNCITIq IS N:T SHOWN IN THESE DETAILS ARE C ZO Z 8 o
e :10AD DURA:IOMIUCREASE }SeL1SEO : bESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
Q•'•. STA OF /., drawing no.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 14AY t 120
et ���''• RORIOP \���
C ME INT CONTl!��CT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �i S "'••••"'(�Q� w10 -" 18
e R UIREMgNTt 00 THE,"14:FLORIDIt BUILDING CODE & ADOPTED STANDARDS. ///7S�Q7Yial.t;t\��� $heat I of j I
... . . . ... . .
..
FLANGE WIDTH
6'
MAX.
HEAD/SILL
5' MAX.
A
C
�{ Ty"
STILE
`MTG.
II
II
II II
11 II
6
II 6
II II
6
U
W
x
n
O
II II
II
II II
II II
'I
B
II II
II II
D it
A/
5
5 11 I I
FALSE MUNTINS
ADDL. ANCHOR RED
(SURFACE APPLIED)
24 1/2'
49 5/8-
AT CENTER OF ALL
OPTIONAL
D.L. OPG.
FIXED OR OPERABLE
D.L. OPC.
ABOVE 30' PANEL 1
28'
AT HEAD/SILL
FLANGE & FLANGE ADAPTOR FRAME
_ 110'
BUCK WIDTH
5 1/2- 13 5/16'
MAX. 5' MAX. MAX,
nP
HERO/SILL HEAD/SILL
.
6G. STILE --
1ANELS
IDTHS
II
II F
II II
11 I I
11 11
II 11 F
II 11
II 11
II II
----1r---
u
II --II -
n n
B2
n u
II II
8
II 11
FALSE MUNTINS
-�
(SURFACE APPLIED)
24 1/2'
49 5/8-
OPTIONAL
D.L. OPG.
D.L. OPG.
28'
veNr wlDn+
FIN FRAME
FLANGE WIDTH
5 1/2-
MAX.
5' MAX.
HEAD/SILL
nP
!
Al
MTG. STILE
�
X
N
Ef
II
II
R F
II II
II II
jj j
F
6
II 6
U II
6
w m N _j
II II
vi N O
I I 11
- L
I
B1
II II
II 11
II II
x I
N<!
5
II 11
�3;
FALSE MUNTINS
J ADOL. ANCHOR REOD.
(SURFACE APPUED)
24 1/2'
49 5/8'•
AT CENTER OF ALL PANELS
OPTIONAL
D.L. OPG.
FXED OR OPERABLE
O.L. OPG.
ABOVE 30' PANEL WIDTHS
_ ya'-
AT HEAD/SILL
EQUAL LEG FRAME
•
••
• •
• •
••i
•
s'
o
00 *00
• •
a,.
•
•
• •
•
•
•
• •PRODUCT REVISED
• •
• • •
• •
•
• •as complying with the Florida
• •
•
• •
• •
• •
• •Building Code
0 •
• •
•
• *%A -No. 15-0929.13
000
•
•
Expiration D t 0912212020
By
• • • •
• •
a • •
• •
• Miami - 'a Product Control
••
aa�
i �• •i � i i s• •�
••• • • • ••• • •
MAY 1i
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s � 5
drowing no.
W10-18
1,DESIGN LOAD CAPACITY - PSF
1 _(XO OR OX SIZES)
FLANGE DIMS
-7 BUCK DIMS.
STD. 117G. RAIL
H.D. MTG. RAIL
GLASS TYPES
GLASS TYPES
WIDTH
HEIGHT (
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
25-1/2"
37•
53-1/8"
74'
P6"
25-1/2"
36•
52-1/8"
73'
25"
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
65.0
65.0
1 80.0
90.0
65.0
65.0
80.0
90.0
26-1/2"
37•
53-1/8"
74"
38-3/8'
25-1/2"
36'
52-1/8"
73'
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
65.0
65.0
80.0
90.0
26-1/2"
37"
53-1/8�
F 74.
25-1/2"
36.
52-1/8".
73"
-1
49-5/8"
t
65.0
65.0
80.0
90.0
-�
50-5/8
-
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
26-1/2".
37"
53-1/8"
74"
63"
25-1/2"
36'
52-1/8"
73'
62"
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
65.0
65.0
80.0
90.0
60.2
60.2
80.0
90.0
`(1•/2W) ' (1/2W)
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH
'XO OR OX'\
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'k'AI', 'B'k'Bt'
GLASS TYPES
'B' k .11.
GLASS TYPES
'C' k TV
WIDTH
HEIGHT
WIDTH
HEIGHT
EXT.(+)
INT.(-)
FXT.(+)
INT.(-)
EXT.(+)
INT.(-)
55-3/4"
8-15/16'
83-1/2'
26'
54-3/4"
7-15/16
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"
8-15/16
83-1/2"
38-3/8'
54-3/4"
7-15/16
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'
8-15/16
83-1/2"
50-5/8"
54-3/4'
7-15/16
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"
8-15/16
83-1/2"
63"
54-3/4'
7-15/16"
82-1/2"
62"'-
65.0
65.0
80.0
90.0
65.0�65.
-
-
-
-
65.0
-
-
-
-
65.0
(1/3W) (2/3W)
i G
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'XO OR OX'
Yt' TYP. � BUCK DIMS _, Yt TMP• rEQUAL
BUCK DIMSBUCK DIMS
FNGEFRAME LEG FRAME FLANGE ADAPTOR FRAMLA
FLANGE DIMS _ I I FLANGE DIMS _ P
•• ••• • • **FLANGE & FLANGE ADAPTOR FRAME
:00: ..
00 •• • ••. •*EQUAL LEG FRAME
E5 E2,
E4 E4
STD. MTG. RAIL: I H.
GENSE'...
• • • • • • • RODUCT REVISED
• • ••• • • • • .7 92
• • • • • • • • • • lk'd-...'
om lyin with the Florida
• • • • • • • •tng ode
NOTE: 15-0929.13 -
GLASS CA;%811E5. ON THIS NEE? ARE • =Ir
BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 091221202D ATE OF
AND FLORIDA BUILDING COMMISSION '. OR%`D
D. MTG, RAIL' DECLARATORd "ATGMENT 4DC.05rOGG�,,Pmd..l •24 Mi�'��� 1201 ��'/ss/QAjA�
7/riunllAA
U
M
O
o_
Z
0
OV
W��E✓
cyl
n
0
0 0
d 6
,18g
<6m2 �
Z I N
rn
O e
c 1
_ � M
2 N
3s 0 N
O
0 r v
Oi 0 W
a
s c
0 = N
h 1~A I^ o
N 3NMe
O "
cZ N
c �I
w 32Qn
U0<�
6
IAA
drawing no.
W10-18
• •• •• • • • •• ••
••• • • • ••• • 0
}DESIGN LOAD CAPACITY - PSF '
(XOX SIZES) j
_ _
FLANGE D1MS��
4�HUCK DIMS. '�
STD. MTG. RAIL
H.D. MTG. RAIL
Cuss TYPES
"A'k'AI'!'B'k'Bl'
Cum TYPES
'B' k'BI'
WIDTH
HEIGHT
I WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
ING(-)
74'
106-1/4"
111'
26"
73•
105-1/4'
110"
-
25'
65.0
- 65.0 •
80.0
90.0
65.0
65.0
60.0
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'_
706-1/4"
111"
50-5/8'
"ram"
_73"
105-1/4'
110"
49-5/8'
65.0-
-65.0
80.0
90.0
65.0
65.0,
80.0
90.0
65.0
65.0
80.0
90.0
106-1/74'
4'
111"
63.
1
73'
105-1/4"
110'
62"
65.0
65.0
60.0
90.0
61.6
61.5
80.0
90.0
1 60.0
60.0
80.0
90.0
�.(I13W)
(I/3W)
(1/3W)5
T OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH_
y-
)>." TIP. BUCK DIMS
E FLANGE FRAME
FLANGE DIMS _I
ES 1
E4 E4
STD. MTG. RAIL H.
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
H.D. HTG. RAIL
GLASS TYPES
'A'k'Al", 'B'k'Bl'
GLASS TYPES
'B' k 'BI'
GGSS TYPES
'C. k 'Cl'
WIDTH
HEIGHT
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
106-1/4•
III'
26"
73'
105-1/4"
110'
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
05.0
80.0
90.0
65.0
65.0
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
65.0
65.0
80.0
90.0
65.0
65.0
65.0
65.0
80.0
90.0
65.0
55.0
74"
106-1/4'
Ili'
50-5/8"
73'
105-1/4'
110"
49-5/8"
65.0
65.0
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'
52'
65.0
65.0
80.0
90.0
65.0
65.0
-
-
-
-
55.0
65.0
-
-
-
-
65.0
65.0
(1/4W) (1/2W) (1/4W)
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
�v
m m
F y r
F•Zw 2�
o�
Daa<g
N
LL Z LL
S
Q W OOE
U �o
ri
N
N
` O
0 W v
C4
O FNo
N u7I:_- s
r 3 n
Z C2
0 12 :2 '
BUCK CAMS BUCK CAMS
n
`0
EQUAL LEG FRAME FLANGE ADAPTOR FRAME
Ir
FLANGE DIMS
_I
•• •••
FLANGE & FLANGE
ADAPTOR FRAME
n
„
o
TA;8
•.
'•:::::: EQUAL LEG FRAME
• • • • • •
• •
•
�
0
u
• • • • • • • •
• • •
•
II11111111j
AH
O
• •• • •
•
`�` �P ''VCENSF'• ;'CJ �
a
• • i • • : :
: :
•••
PRODUCT REVISED
No 0592
`
• • • • • • •
NOTE: • • • • • •
• • •
• •
• as comps Ing with the Florida
• •Building Code
_
_
s
by c
X
GLASS tAIlACITIES ON THIS SHEET ARE •
• ZIA-Wo. 15-0929.13
TATEOF �/
drawingv no.
BASED ON ASTM E1300-09 (3 SEC.
GUSTS)
Expiration Data 09122/2020
�Q
F[ORIO�.•'
AND FLORIDA BUILDING COMMISSION
i \��`
' 1 20� ��iISS/� •... �
W10-18
D. MTG. RAIL: DECLARATDXoST&TEMEIV IZCAQ5 �-Z19
By
Miami -product control -
I/III�A,jAlt\`
• • • • • •
•
• a ontrol
sheetp,lof 11
• • • • • • • • • • • •
••• • • • ••• • •
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES
TVA[% 'B'k'Bl'
CLASS TYPES
.0. k 'BI,
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXr.(+)
INT.(-)
25-1/2'
36"
52-1/8'
73'
25"
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'
37-3/8"
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"
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
BO.O
(1/2W) (1/2W)
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH
'XO OR OX'
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
BUCK DIMS.
STD. MTC. RAIL
N.D. MTC. RAIL
H.D. MTG. RAIL.
CLASS TYPES
TVAI', 'B'&'B1'
01ASS TYPES
V k 161,
GLASS TYPES
'C' k 'Cl.
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
54-3/4'
7-15/16
82-1/2"
25'
65.0
65.0
80.0
50.0
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'
7-15/16
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 1
80.0
65.0
65.0
54-3/4'
7-15/16
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•
7-15/16
82-1/2'
62"
65.0
65.0
80.0
80.0
65.0
65.0
-
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
I(1/3W) (2/3W)
:5 C
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'XO OR OX'
C n
vi
0
C3
O
F U LL
0 H N o
3, NM1
n
� 3 n
o zL,
30A
BUCK DIMS
G G 3
oos
FIN FRAME ok u 33
ES E21
E4 E4
STD. MTG. RAIL: H.
• • • • • • • • • • • •
• . ..
. 0 0: . .
.. ..: . ....
• ••• • • • •••
• • • • • ' • • PRODUCT REVISED
• • • • • • • • • • a• .--plyinp with the Florldn
• NOTE: • • • • • • • • ,Building Code
• • • •
GLASS CAPACIAS ON THIS SHEIf ARE • NOA-No. 15-0929.13
BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration onto 09/2212020
AND FLORIDA BUILDING COMMISSION By
D. MTG. RAIL: DECLARATORA'•STATEMEW 9CAC5-9KC-219 • Mlaml-D a roduct Contra
• • • • • • • • • • • •
••• • • • ••• • •
FIN FRAME
0.7 92 c \ �•
STATE Cf 7•�(/�� drawing no.
14AY 1 120 '. FCORLor.• ; �W10-18
'''�SSI��i��� sheet 3 of 11
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
BUCK DIMS.
STD. HTG. RAH.
H.D. MTG. RAIL
GLASS TYPES
CUSS TYPES
WIDTH
HEIGHT
EXT.(+)
INT.(-)
E XT.(+)
INT.(-)
73'
105-1/4'
110"
25'
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
73'
105-1/4'
110'
37-3/8"
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
73'
105-1/4"
110'
49-5/8'
65.0
65.0
80.0
- 02
65.0
65.0
30.0
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
(I/3W)
(1/3w)
(1/3W)
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
BUCK DIMS.
STD. MTG. RAIL
H.D. RTC. HAIL
H.D. MTG. RAH.
GLASS TYPES
'A'&'Al', 'B'&'H1'
GUSS TYPES
V & 'BL'
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
' 65.0
65.0
65.0
65.0
80.0
80.0
65.0
65.0
65.0
65.0
80.0
50.0
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
80A
55.0
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
-
-
-
-
55.0
65.0
73"
105-1/4"
I l a"
62"
65.0
55.0
80.0
80.0
65.0
65.0
-
-
-
65.0
65.0
-
-
-
-
65.0
65.0
BUCK DIMS
FIN FRAME
� E11
E4 E4
STD. TG. RAIL: H.
(1/4W) (I/2W) (I/4W)
-J
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
xOX,
•• ••• • • • • • ••
.. ... .. . ....
• ••• • • • •••
• • • • • • • • PRODUCT REVISED
• • • • • • • • • as eomplying with the Florida
• • • :0: • • • • • • Buliding Code
NOTE:6 • • • • • • • • • •NOA-No. 15-0929.13
GLASS CAPACITIES ON THIS SKEET ARE • •
BASED ON ASTM E1300-09 (3 SEC. GUSTS) EXpiration Date 0912212020
AND FLORIDA BUILDING COMMISSION gy
D. MTG, RAIL: DECLARATCRO F4ATEMFmNT•DCA.05 "Cs219 • Miami-D a ro uet Con ro
• •• •• • • • •• ••
••• • • • ••• • •
>E N
j U N
m
S N
35 0 N
25 o° w R
Of
c
$ c
N N N
^ 2
11 M e
N 0 n n
V Z
C)
8 av
FIN FRAME R
° g
\\AAA\11I11 Ill-,
op
70592 °
rdrawing
nsr4aY t tlotsAlAr .1 o-
/8' ANN. GLASS
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090' Interloyer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
'090" Interlayer
SentryGlas
By 'Kuroray America, Inc.
OR
.09V Interlayer
Kuraroy Bulacite PVB
By 'Kuroray America, Inc.'
r1/8" ANN. GLASS
/8' HEAT STREN'D GLASS
.075" Interlayer
Saflex CP With PET Care
By 'Eastman Chemical Co.'
OR
.090' Interlayer
Saflex Clear And Color Glass
O 'Eastman Chemical Co.'
.090" Interloyer
SentryGlos
By 'Kuraroy America, Inc.'
OR
.090" Interlayer
Kuroroy Butocile PVB
By 'Kuraroy Americo, Inc.'
rt/8' HEAT STREN'D GLASS
1/8' HEAT STREN'D GLASS
.075' Interlayer
Sanex CP With PET Core
By 'Eastman Chemical Co.'
OR
.090" Interloyer
SentryGlas
By 'Kuroray America, Inc.'
r-1/8" HEAT STREN'0 GLASS
o.
�AWWIDER
SILICONE
w
t
SIUCONEGE
a:
SILICONE
1200
DOW CORNING 899
DOW CORNING 995
z
m
CE 1200
DOW CORNING 899
DOW CORNING 995
z
GE 1200
OOW CORNING 899
OOW CORNING995
A
W
EB
POINTS ON LITES
M7
AT 1/4 POINTS ON UTES
1/4 POINTS ON LITES
HAN 36'
W
WIDER THAN 36"
DER THAN 36"
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
5/16' NOMINAL LAM. GLASS
5/16" NOMINAL LAM. CLASS
5/16" NOMINAL LAM. CLASS
r
1/8' ANN. GLASS '
1/8" HEAT STREN'D GLASS
075' Interloyer
075" Interayer
Soflex CP With PET Core-
Saflex CP With PET Care
By 'Eastman Chemical Co:
By 'Eastman Chemical Co.'
OR
OR
.090" Interlayer
090" Interlayer
Clear And Color Glass
1/8" HEAT STREN'D GLASS
Saflex Clear And Color Glass,
Saflex
'Eastman
1 By 'Eastman Chemical Co:
J
By Chemical Co.'
Interlayer
1/4' AIR SPACE'
OR
.090" Interlayer L
1/4" AIR SPACE
OR
.090' Interlayer
1/4" AIR SPACE
.075"
ex CP With PET Core
By f!Ea 'Eastman Chemical Co'
ti
r1
SentryGlas _
SentryGlas
OR
By Kuraroy Americo,'Inc.'
By Kuroray America. Inc.'
Interlayer
1/8' ANN. GLASS
.090" Interloyer 1/8" HEAT
STREN'0 GLASS
OR
090" Interlayer 1/8" HEAT
STREN'D GLASS
.090'
SentryGlas
By 'Kuroroy Americo. Inc.'
Kuroroy Butocite PVB
Kuroray Bulacite PVB
By 'Kuraroy America, Inc.'
By 'Kuroray America, Inc:
1/8" ANN. GLASS
1/8" HEAT STREN'D GLASS
1/8" HEAT STREN'D GLASS
SIUCONE
C
SILICONE
~
SILICONE
m
GE
DOW CORNING 899
m
u'
DOW CORNING809 • • • • •
m
• s �'i • •
GE 1200
DOW CORNING 899
r9
DOW CORNING 995
MI
DOW CORNiMG 995 • • •
• • M
� DOW CORNING 995
MI
la
• • • •
• •1 •
'I XL EDGE SPACER
• • • • •
XL EDGE SPACER • ••
• •� • •
• •
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
ST. ST" BY ICARPINAL'• •
• • • •
r ST. STEEL BY 'CARDINAL'
a
OR
DURASEAL BY 'OUANEX'
X
OR
BY 'DUANIX'
OR
BY QUANEX'
Q
OR
OR
ORRASEAL
OR
a
SUPER SPACER BY 'OUANEX'
W E9
SUPER•SP4CWBY 'OIhNEX'
• WF
SUPER SPACER BY 'QUANEX'
E9
W
•SIZES•
• •
AT 1/4 POINTS ALL SIZES
M7 AT 1/4 POINTS All SIZES
M7 AT 1/4 POINTS ALJ • • •
• • W • •
7
T. _ 1
GLASS TYPE 'Al'
GLASS TYPE, '131' • • • • •
• • GLAI?
TYPE 'Cl'
• 0.70'
OVERALL INSUL. LAM. GLASS
0.70"
OVERALL INSUL. LAM. GLASS
0.70" OVERALL INSUL. LAM. CLASS
(S. M.I. )
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • • • • • • • • •
EXTERIOR PLY OF GLASS TYPE 'Al', '01' & 'Cl' MUST BCTEMF:REO. • • • • • •
• • • • •
• •• •• • • • •• ••
••• • 0 • 900 0 •
PRODUCT REVISED
as comp )ying with the Florida
Building Code
NOA-No. 15-0929.13
Expiration Date 0912212020
Mla7l�de Product Control
PAY t1
V,
M�
O „ n
q
IL
H E
0 O O
0 µqI n
Or a E
O a�8
0 ZEN2
IL z o
J
Q�wmF�
I
i ST OF�drowing9 no.
C9W10-18
TYPICAL ANCHORS
SEE ELEV-
Iffy
FOR SPACING
WOOD BUCK I
d .e a
p ' +
d, a aJI
EOGE DIST."
F
2
� I
rOI
111111,1
F
O
EDGE ISI. it
°r. TYPICAL ANCHORS
SEE ELEV.
iBY
WOOD BUCK FOR SPACING
METAL
GE ADAPTOR
0 o F ------------------ m II MIAMI-OADE COUNTY APPROVED II
o j I MULLION & MULLION ANCHORS I j
3 SEE SEPARATE NOA �I
O IST.
Iti EDGE DIST. I
I
_ II
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
2 3/�
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
n
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
2-3/8' MIN.
.,
1/4" DIA. ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSQ
N
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
!�
----
THRU 1BY BUCKS INTO CONC. OR MASONRY
1
1-1 /4" MIN. EMBED INTO CONC. OR MASONRY _
WHEN USED THE MIN. WOOD BUCK
-
DEPTH SHALL BE 2%". THE USE of
DIRECTLY INTO CONC. OR MASONRY
DEEPER OR BEVELED WOODBUCKS IS
PERMITTED.
1-1/ 4, MIN. EMBED INTO CONC. OR MASONRY
N14 SMS OR SELF DRILLING SCREWS (FU=74 KSI, Fy=58 KSI)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8")
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
�-
PRODUCT REVISED
as compiying with the Florida
BWlding CCodde
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
NOA-No. 15-0929.13
INTO•WOOD- STRUCTURE = 1" MIN.
Expiration Date 0912212020
INTO METAL STRUCTURE = 3/4" MIN.
g
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.
MI.mYO d odpct�onttp`
CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN.
• • • • • •
C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS Vm - 2000 PSI
WESPII0bE9c•: ••
W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH
ENO WITH PLASTIC COVER
%2 = 1/$" X 1/2•aWEEV•�LOT AT 3-1/8" FROM EACH END
1� s t/8* X 1/:" JEEP*SLOT AT 3-1/8" FROM EACH END
• • • • •
• • • . . • •
. ...... . ....
.... . . .... .
(,Ikf 1 i
ATE OF ?��G
ORIOP. •_,C1
crowing no.
W10-1$
1/4" MAX.
SHIMS
TYPICAL ANCHORS
SEE ELEV.-
FOR SPACING
< a
WIDTH
�0
�n —SCREENS OPTIONAL •_CL-rJ: --- - -
o '
w�
W 18Y
WOOD BUCKS
XOX LAYOUT EXTERIOR
D.L. OPG.
MWMI-OADE COUNTY
APPROVED MULLION
& MULUON ANCHORS
SEE SEPARATE NOA
BUCK WIDTH � BUCK WIDTH
1/4" MAX.
SHIM
TYPICAL ANCHORSSEE E
FOR SPACING Q O
FA
L TYPICAL ANCHORS
SEE ELEV. FOR SPACING
BUCK WIDTH
i
VENT WIDTH 1
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
F ALTERNATE
1/4" MAX.
FLANGE &
1/4• MAX.
SHIMS
1 1/2
�3 s
2 WOOD B K
R
WDOD STRUCTUR
""--- ".00K
. TO
LOCK
FLANGE ADAPTOR FRAME
�V
�0I
M
0
3
FLANGE ADAPTOR FRAME
0
a 9L
�i 00��'..�
U
1/2" TYP.
�C,.1
a
Oaoo
:3
2
IL
I 0
ZZ r�
a WAf FLj
23
_
><
j
N
m
U m
n
N
�
N
L) ,
E3
a
OLU
QO
V
C
U X N o
N
R
0
C
cz��
1
O
r
O�
• • 000
• •
• G
•• 016
•
1 • 4AF
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5
AND 6 APPLY TO BOTH FLANGE FRAME AND
• FLANGE ADAPTOR'FRAMES.
•
6
a
oasooas
yaiuui�
o ^
$
E o
e
9
.
Co
-- - SCREENS OPTIONAL ---- •- - • • • • -�
• — • • PRODUCT REVISED _ N .7 2
i o • • • as complging with the Florida _ _ s •�'
EI7 • • � ..• >� 1RX • • Building Code
ES EXTEFI>'OR > •l000 B11CK5 NOA-No. 15-0929.13 'D �;
t
�XO LAYOUT 1 D.L. OPC. a p Expiration Dole By 09/22I2020 :8 ST OF �C{/�� drawing no.
. ... .....
• W 10-18
L • i • i i i ,'� •' �'` 4 Miami product Control A ' YYSj� .....I � �` sheet 6 of 11
••• • • 0 • 900 • •
TYPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL. ANCHORS
• •
•
• • •
• •
• •
•
•
• ig5
•
• •
• • • •
•
f
a
= •
m
• • •
I
\
EQUAL LEG FRAME
—
At-
------------------- 1
jl MWAI-OADE COUNTY APPROVED Ij
Z y
OGE
I� MULLION h MULUON ANCHORS �I
SEE SEPARATE NOA
O q
EDGE
I DISf. I
� a i F
--------
+------J
IL
d�-m
TYPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEV.
O 4 C Q
G 0 � a
SEE PACLEV.
SPACING NG
FOR SPACING
N p
LL z to
3 t7 8 2 IS
5
EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY
INTO WOOD, CONCRETE OR METAL STRUCTURES
Q W of g 0
WITHOUT THE NEED OF A WOOD BUCK.
2 3/8' MIN.
4
n I
I
WHEN USED THE MIN. WOOD BUCK
DEPTH SHALL BE 2%'• THE USE OF
DEEPER OR BEVELED WOODBUCKS IS
PERMITTEO.
TYPICAL ANCHORS
SEE ELLV. FOR SPACING
MIAMI-OADE COUNTY
APPROVED MULLION
do MULLION ANCHORS
SEE SEPARATE NOA
BUCK WIDTH
r---l�
I I
I I
I - -
I I
I I
I I
I I
I I
I I
•
• •
• • • PRODUCT REVISED
i •.
•a• .
; - •�
as comps Ing with the Florida
•' :
I
• .•
.•° •d °'•' •
'
• Building Code
• •
•
. . • . •
• • NOA-No. 15-0929.13
•n �Y l
•
°'
• •
• Expiration Date 09/22/2020
`� i.:
9
TYPICAL ANCHORS
j
I
SEE ELEV.B
FOR SPAACC ING
Pdt Contrucol {dAY 1 1
• ••
•
• •
• ••• •
Miero
• ami-
•—
•di
Y
M
0 0692 y�y
I ATE OF ? C(/ drawing no.
�lSe. FLORTOp:�w1C9\��� W 1 Q— 1 8
• •• •• • • • •• ••
••• • • • ••• • •
ILLUSTRATIVE DTLS. ONLY
EXT. OF
NOT BY
HOUSE 11
NOT BY1/II
HOUSE
NOT BY
TYPICAL ANCHORS
FOR SPACING
FIN FRAME
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
#8 SMS (Fu = 74 KSI MIN.)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
FOOD STRUCTURE 1/4' MAX.
OT BY CGI
iFI& dlC11
1
-- -SCREENS OPT. - - - -'
11 1
E6
HOUSE WRAP • • • • • • • • • • • • NOT BY CGI • • • • • • • • •
• • • • • • • • • EXTERIOR
. ...
.
.
.
...
•
• •
.
• • •
•
• •
•
•
•
PRODUCT REVISED
• • •
• •
• • •
•
• •
•
•
as complying with the Florida
• • •
•
• •
• •
• •
Building Coda
• • • •
•
•
•
•
NOA-No. 15-0828.13
Expiration Date 09/2212020
14AY 1 1
• • •
•
•
Miam a Product ontrol
• •• •• • • • •• ••
••• • • • ••• • •
BACKBED
CAULKING
�.� 0
U
roI
0
F f 2 g a
IL
ON��
to
pSoa�
o-at�
D
LLz
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i N
0 L5
Q 8
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M
0 n
3 0�
8�
8
AH
��'••uc NSF "'t0 ,, � r
7
92
8 OF (� dreng e n
�s•''•••• W10-18
AL '. sheet g of 11
PART }
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
CGI-100
-
FRAME JAMB O FIXED GLASS
6063-T6
CGI EXTRUDER
CGI-113
-
FRAME SILL
6063-T6
CCI EXTRUDER
CGI-102
-
FRAME HEAD
6063-T6
CGI EXTRUDER
rEl
CGI-103
-
MEETING RAIL
6063-TS
CGI EXTRUDER
CGI-104
-
LOCK RAIL
6063-T6
CGI EXTRUDER
HANDLE RAIL
6063-T6
CGI EXTRUDER
CGI-106
-
SASH RAIL
6063-T6
CGI EXTRUDER
CCI-107
-
5/16GLAZING BEAD
6063-TS
CGI EXTRUDER
CGI-108
-
0.700" GLAZING BEAD
6063-T5
CGI EXTRUDER
EIO
CGI-109
-
FRONT FLANGE ADAPTOR
6063-T6
CGI EXTRUDER
Etl
CGI-1 10
-
NAIL FIN ADAPTOR
6063-T6
CGI EXTRUDER
E12
CGI-135
-
IF FRAME JAMB O FIXED GLASS
6O63-T6
CGI EXTRUDER
E13
CGI-136
-
IF FRAME HEAD
6063-T6
CGI EXTRUDER
E14
CCI-139
-
TF FRAME JAMB
6063-T6
CGI EXTRUDER
E15
CGI-140
-
1" MUNTIN
6063-T5
CGI EXTRUDER
E16
CCI-141
-
2.5' MULLION
6063-T6
CGI EXTRUDER
Et7
CGI-605
-
-_
SCREEN FRAME
6063-TS
CCI EXTRUDER
E18
CG1-114
-
SILL SNAP IN
6063-T6
CGI EXTRUDER
E19
CGI-1 55
-
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
C6I-138
-
IF FRAME SILL
6063-T6
CGI EXTRUDER
E23
CGI-109
-
FRONT FLANGE ADAPTOR
6063-T6
CGI EXTRUDER
M1
CGI-382V
-
GLAZING BULB VINYL (OUROMETER 75-80 SHORE A)
PVC
-
M2
CCI-111
-
SCREW COVER (OPTIONAL)
PVC
-
M3
C0I-112
3' O ANCHORS
EQUAL LEG COVER/SHIM
PVC
-
M4
-
0.700' X 0.040" BEAD
GE1200 SILICONE
SILICONE
GE
M5
-
0.700' X 0.040" BEAD
DOW 995
SILICONE
DOW
M6
-
0,700' X 0.040" BEAD
DOW 899
SILICONE
DOW
M7
-
2/ LFTE
SETTING BLOCK
EPOM
DUROMETER 80±5 SHORE A
M8
-
-
PROTECTO WRAP WATERPROOFING OR EQUIV.
-
-
M9
684
-
ROLLER TRACK
PVC
M10
CCI-128
2 PER SASH
ROLLER HOUSING _
NYLON
-
M11
W23201NG
-
PILE WITH CENTER RN
WOOL
ULTRAFAB OR EOUN.
M12
CGI-129
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
MI5
-
OPTIONAL
RETICULATED FOAM 30 PPI
M16
CGI-134
-
JAMB SPACER
PVC
PROTOTYPE OR EQUIV.
M17
A30730401-32
1 PER WD.
CAM LOCK
ZINC
TRUTH OR EQUIV.
M18
CGL-132
2PER WD. 2'
SASH STOP
PVC
PROTOTYPE
M19
CGI-I I
O FR. HEAD
SCREW COVER
PVC
PROTOTYPE
M20
M22
CGI-125
2PER SASH
VARIES
SASH CAM (B/T BALANCE)
HI-FLO WEEP COVERS •
NYLON
PV6
M&M
E V 0 EQ N •
S2
-
2 OR 3 PER CORNER
} 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW •
-• •
7 • • • •
S3
-
1 1/4' EMBED.
} 8 X 1 1/2' LG. PHL PH. SMS. FIN ANCHOR SCREW
•
•_ • • • • •
S4
-
4 PER WO.
} B X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW
-
-
S5
2 PER WO.
} 8 X 1' LG. FH. SMS. ST/ST. SPIRAL B, ASSEMBLY
-
-
S6
-
-
} 6 X 1/2' LG, FH. SMS. O CGI-133 & CAM LOCK •
• - •
- • • ••
S8
-
4 OM. RAIL
} 10 X 4' I.C. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL •
- •
• • •
S9
-
2 PER ANTILIFT
} 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTILIFT SCREW •
} •
: • • • • • •
••• • • • • ••• • •
• • • • • • • • • •
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PRODUCT REVISED
as complying with the Florida
1)ullding Cod•
NOA-No. 15-0929.13
Expiration Data 0912212020
sy
Mla - Produet�ntrol
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¢a 3G
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EI1 1.395 1.449
NAIL FIN ADAPTER
rLr- �.160 293
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4.430
3.605
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2.885
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2.195
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2.613
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E20 FLUSH FRAME JAMB (MOVING)
1
• • • • • • •11
• • • • �•• •
• • • • • • •
• • • • • • •
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• • s • • a • • as eom 1ying with the Florida • 7 92
• • • • • • • • Building Code
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E� FLUSH FRAME JAMB (FIXED)
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RODUCT REVISED
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-
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• • •
• • •
• •
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• •
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• •Building Code
— lY ' '05 —
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i • • i •
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=_
drawing no.
Expiration Date 0912212020
�r/
%'., T OF ? (tj�
ORIDP.•'��
• •
By
Miami. product Control
i�AY t 1 201 'ss•"" ��?\\'
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•
••• • • • ••• • •
MIAMI DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMI C
C R 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 i5-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)x d--N r^-P.. " n www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance,Miami—Dade if it is determined by Qounty Prodirot-Goutrol
Section that this product or material fails to meet the requirements of the applicable M Jdthgcode.
This product is approved as described herein, and has been designed to comply wifli"c.Floridb,P44ltling
Code, including the High Velocity Hurricane Zone.- • • •:..
DESCRIPTION: Series "SS-3500" Aluminum Storefront System — L.M.I. r. "". • • • • •
APPROVAL DOCUMENT: Drawing No. MD-3500-2-LM, titled "Storefront Wy 4cA f,System Vet ails -
LM", sheets I through 16 of 16, dated 03/26/16, prepared by manufacturer, signed.w%0aled lannthony
Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision starttp"th the Nptice of
Acceptance number and expiration date by the Miami -Dade County Product Control46ectiola.
......
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant—':
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-0612.08 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.DA® NTY
NOA No. 16-0505.04_ J
Expiration Date: January 17, 2018
Approval Date: June 02, 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 12-1005.01)
2. Drawing No. MD-3500-2-LM, titled "Storefront Window System Details - LM",
sheets 1 through 16 of 16, dated 03/23/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per AAMA 1304-02, FBG241 j.3.2.1 yand4AS
202-94 • • •••••�
along with marked —up drawings and installation diagram of a SMfront syate with ....:.
French door and transom, prepared by Fenestration Testing L• V&Iitory, Inc., Test ; • • • • ;
Report No. FTL-7137, dated 12/10/12, signed and sealed by Mar1tr:N. Brinson 1'.E. • • • • •
(Submitted under previous NOA No. 12-1005.01) ...... 6666 •
.....
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pop Nc, TAS.M2-94 • • • • • •
3) Water Resistance Test, per FBC, TAS 202-91• •; •; . •
4) Large Missile Impact Test per FBC, TAS 201-94 ' .. • ; • • • • • •
5) Cyclic Wind Pressure Loading per FBC, TAS.;01;94 • • • •;
6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, arrci �AS •
202-94
along with marked —up drawings and installation diagram of a storefront system with
French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No. 12-1005.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5te
Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
MannEd.6-10505.04
e ez, P.E.
Product Conaminer
NOA
Expiration Date: January 17, 2018
Approval Date: June 02, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam
spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985
passed, ASTM D395B 22 HRS 1857 and ASTM E2190 passed.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony I:ynn.N4iller,1?' I" •
2. Statement letter of no financial interest, dated May 2, 2016, issue by manxfacturer,
• •
• •
signed and sealed by Anthony Lynn Miller, P.E. """ • • • •
• • • • • •
3. Laboratory compliance letter for Test Reports No. FTL-713'1,: cca' fed 12/ 10/12 and
; • • • ;
FTL-7208, dated 01/04/13, issued by Fenestration Testing 1•azQratory, •fpc i 4)oth
signed and sealed by Marlin D. Brinson, P.E. • • • ... :0 • .
• �'
•
.. .. ....
......
G. OTHERS """
•
1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc.,for th&s Wies
• • • • • •
"SS-3500" Aluminum Storefront System - L.M.I. approved on 0T7 f)/35 anc expiring
:....:
on 01/17/18.
Manuel Pe z, E.
Product Control a ner
NOA No. 16-0505.04
Expiration Date: January 17, 2018
Approval Date: June 02, 2016
E-2
GENERAL NOTES: SS-3500 IMPACT -RESISTANT STOREFRONT WINDOW SYSTEM
GENERAL NOTES:
1. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET 15.
4. DESIGN PRESSURES:
A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300
B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300
5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING
SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA
BUILDING CODE.
8. REFERENCES: ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 7208 & 8717
ANCHOR NOTE
1. FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET.
3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT
IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE
BUILDING OFFICIAL.
4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST
LOADS IMPOSED ON THEM BY THE WINDOW.
5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE
AUTHORITY HAVING JURISDICTION.
6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC
GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT
IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER
OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
INSTRUCTIONS:
1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD, THE
PRODUCT'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE.
2. DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 1.
3. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET 4.
4. JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 & 6, SHEETS 7 & 8 AND HAVE BEEN CALCULATED FOR THE
PRODUCT'S MAXIMUM DP.
5. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 8, SHEETS 9 & 10 AND HAVE BEEN
CALCULATED FOR THE PRODUCT'S MAXIMUM DP.
6. IF THE STOREFRONT WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION:
A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 11.
B) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM
TABLES 3 OR 4, SHEETS 5-6 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF
ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE.
7. THE LOWEST DESIGN PRESSURE FROM 3 & 6 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY.
8. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE
DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY
OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM.
1
' I
Min. Edge
Min. •
Min. O.C.
Group
Anchor J
t Substrate I 1
Distance
Embedment
Distance
A
14 feel or
Southern Pine
1"
1 Y8"
1.
410 SS SMS (G5)
(SG=0.55)
Akimirlum, OW3.T5'
318"
1/8"
58"
d14 Steel or
(0. 12� min. thickness)
B
410 SS SMS (G5)
Steel, A36'
3/8
t18"
5/8"
(0.125-min. thickness)
Concrete
2-1/2" f
1-3'8"
3"
r
(min 2.85 ksi)
"I
114 Eko Ultracon
y
Grout -Filled CMU.
t 2-1/2"
t�
1-y4
4'
\
(AS TM G90)
I
�C S
Unprouted CM' ,r
2-,12" i
1-1/4"
J
(ASTM G90
l
t
114"EIco 410 S. S.
Ungrouted CMU,
2112"
1-1l4"
6"
GeteRex
(ASTM G90)
5116" Elco Ultracon
Ungrouled CMU'
(ASTM G90)
3-1/8"
1-114"
6"
14" EIco 410
Concrete
2.112"
1 3/4"
3"
S-S. CreteFlex
(min 3.35 ksi)
D
Concrete
3-1/8"
2"
3'
5/16" EIco Uftmcon
(min. 3.52 ksi)
Grout -Filled CMU,
(ASTM G90)
2-1/2"
2.1/4"
5'
Conaele
3"
1.1/2"
4'
318" Large Diameter
(min 3 ks)
E
ITW Tapcon
Ungrouted CMU,
3„
1-112"
6"
(ASTM C
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), STH EDITION
•ASTM E1300-09
•ANSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
• AISI-S100-07/S2-2010
. s :.• .! 6
• • • A. LYNN'FIILLIRt. P.E•
IMPACT RATING
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE.
METAL SUBSTRATE TO MEET
MIN. STRENGTH AND
THICKNESS REQUIREMENTS
PER CURRENT FLORIDA
BUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY
HAVING JURISDICTION.
FOR STEEL STUDS,
MIN. FU=45 KSI &
MIN. FY=33 KSI.
"UNGROUTED CMU" VALUES
MAY BE USED FOR GROUTED
CMU APPLICATIONS.
ALL ANCHOR HEAD TYPES ARE
ALLOWED.
CONTENTS:
GENERAL NOTES, INSTRUCTIONS ........................... _.,.......
1
ANCHOR TYPES, TABLE 1._..-....... ......................_..............1
ELEVATIONS... .. - ......................................................
2-3
GLASSDP, TABLE 2......................... ......................................
A
MULLION ANCHOR CLUSTER DP - 1/4" SHIM, TABLE 3......5
MULLION ANCHOR CLUSTER DP - 1/2" SHIM, TABLE 4......6
JAMB ANCHOR SPACING - 1/4' SHIM, TABLE 5...................7
JAMB ANCHOR SPACING - 112' SHIM, TABLE 6...................8
MID -PANEL ANCHOR QUANTIY - 1/4" SHIM, TABLE 7.........9
MID -PANEL ANCHOR QUANTIY - 1/2" SHIM, TABLE 8.........
10
VERTICAL MULLION DP, TABLE 9.........................................
11
HORIZ. SECTIONS... ............. ................................. ........
12
VERT. SECTIONS ........................... ____ ....................... .........
13
PTAC & WINDOW INSERT SECTIONS.._..._. ................... .....
14
GLAZING & IG SPACER DETAILS..........................................15
EXTRUSION PROFILES.._......_ .. ................... .....................
...16
CORNER DETAILS ...................... .... ...... .............. ....16
PARTS LIST, TABLE 10...........................................................
16
4=70 JFC•'-'jJOLOGY DRIVE
• •. VEWE, FL 34275
• • P.O•FOX 1529
• •IOKOWS, FL 34274
• ••
t.FRT. O} AUT-1. 129296
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 0 0 0 000 0 0
Raiiwi
PRODI!CT REVISED
ns complying with the Flwida
0uilding Code
eptauce tdo �21
Cx Oaf•
Att
Uy
n7ia i Onde ikodtct C'mV�+t�
Description: "'"^" "
GENERAL NOTES J ROSOWSKI
Dole:
STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16
SS-3500 I sNTS I s 1 OF 16 I DMD-3500-2-LM
SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE
3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8FOR STOREFRONT
CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR
ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVALFOR
QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS PRODUCT REVISED
°I iN MO Fhrttd0
��pinn
(13
ceapunce "b s
L I.. ,. I I I I I I I
�73) I i J I I I I i- �___4J___________�
, I I I
i � II j'__�______ M;Tx.c' __t Con' Sgf
MIN 4' LENGTH OF 12-3/4' �,✓
ANCHOR CHANNEL, MAX. O.0
PART #8. REQ. AT ALL
ANCHOR LOCATIONS --------------
IN CURVED HEADER. 1/4"NUT &BOLT. ---------------- >
REINFORCEMENT-� 24" FROM EACH END >
SEE TABLE AND 24"MAX O.C. f ---------------j a O
MULTIPLE it / 0
HORIZONTAL
} MULLIONS
.uFe��o qk. �/ / j ALLOWED, / I 144" MAX. FRAME HEIGHT W
TTT 60" MAX. LENGTH (DOOR MAY LIMIT MAX 6g
HEIGHT, SEE
/ i � �/ I SEPARATE APPROVAL) } ^ a
N.
SEE O.C. SPACING Z 11 LL
rD
ON TABLES 5 & 6
,B pA ATTACHED U V x f;n Q'
\72 (2i STOREFRONT W Q GO
l+ I' DOOR 8 TRANSOH
M,I W aD 0 .�-.
A� I it SEE SEPARATE ro > O YO
2 — APPROVAL FOR Z d Z 01
SPECIFICATIONS
7� I ® N
3-7/8" MAX. H '
u>>o
6" MAX. \
SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEEF—
&8FOR 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8FOR STOREFRONT // O
MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR
ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVALFOR O J
QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS — - - w
TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM �17.1
WITH EXAMPLES OF CURVED HEADER, HORIZONTAL
MULLION & STOR O TI)MQ . •. ; ; • • •
• •• • • . • •.• .
.• ••• •• . . . ..
NOTES:
1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE
APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR
WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF
ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE
DESIGN PRESSURE FOR THE ENTIRE SYSTEM.
2, SEE TABLES FOR MAXIMUM ALLOWED SIZES.
3. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS.
• ••• • • • •••
• • • • • • • • • • •
• •• • • • • • ••
•••
•
•
• •
•••
•
•
SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES
&SFOR� 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR
1 MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER SEE TABLES
S ANCHOR ' ` ANCHOR, ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR &8FOR
QUANTITY.QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES MID -PANEL
6" MAXI ANCHOR j �N QUANTITY
3-7/8"MAX.lj
i
I
—144"
MAX. r
FRAMEI
HEIGHT
SEE O.C. SPACING
ON TABLES 5 & 6
L- _
ATTACHED
PTAC LOUVER,
1-SEE SEPARATE
IAPPROVALFOR
RPFrIFIrATIOW
1/4" NUT & BOLT,
24" FROM EACH END
AND 24" MAX O.C.
i
REINFORCEMENT -
SEE TABLE 9
ATTACHED � }{-
WINDOW, SEE
SEPARATE
APPROVALFOR
SPECIFICATIONS
/j
24"
MAX. ___ _-_
6" MAX
SEE O.C. /F
SPACING �12
ON TABLES 5 & 6
1 3-7/8"MAX. -+�{
-
f_
4 f
i—I—I---
J
r
6" MAX. r
` SEE. TABLES 7. SEE TABLES
&8FOR J 3&4FOR'
MID -PANEL + CLUSTERS
ANCHOR ANCHOR
QUANTITY QUANTITIES
SEE TABLES 7
&8FOR
MID -PANEL
ANCHOR
QUANTITY
SEE TABLES
3&4FOR
CLUSTER
ANCHOR
QUANTITIES
SEE TABLES 7
&8FOR
MID -PANEL
ANCHOR
QUANTITY
SEE TABLES
3&4FOR
CLUSTER
ANCHOR
QUANTITIES
SEE TABLES 7
&8FOR
MID -PANEL
ANCHOR
QUANTITY
SEE TABLES 3 & 4 FOR
CLUSTER ANCHOR
QUANTITIES (SPLIT
BETWEEN ADJOINING
WINDOWS)
NOTES:
1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE
APPROVAL, (STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR
WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF
ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE
DESIGN PRESSURE FOR THE ENTIRE SYSTEM.
2. SEE TABLES FOR MAXIMUM ALLOWED SIZES.
3. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED
PGT WINDOW WITH A FLANGED FRAME.
4. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS.
5. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW
ALLOWED.
TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM
WITH EXAMPLES D•WI`MI10_VV 4NSERT.P76ACJ4ISERT,
KNEEMNLL 8LRNGtED••_•—w__w E� :•
•• ••• •• • • • ••
• ••• • • • ••-
• • ••• • • • • •
• • • • • • • • • • •
••• • • • • • ••
•••
•
•
• •
•••
•
•
•
•
• •
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
BY
HERS
6" MAX.
3-7/8" MAX.
- T
1
6" MAX.
SEE TABLES 7
&8FOR
MID -PANEL
ANCHOR
QUANTITY
o��tF the Florida
;;nplymg
;�-iildiuz CnJe A�Q
Dala
M,xni hnd„ctC
W
. a
M
N_
O
co
�
O
O
a'°Q
LU
J
N
d
M9"7
J
In a
n
a
LO
N
(%
V
C7
o LL N J
z LL s
UU
W
qua
�
Fj
W m
:n
O > cj
�z °
LL
a
O
O
Z>_
Is
m
Z
Z
J (
Z
O
3jO05
'a
o
O
QLL
W
In
co
_
ni
J
O
fA
W
~
A. LYNN MILLER,
P.E.
P.E.0 587D5
TABLE 2
-u I Gass OR (+/-psfl & Maximum Size
Carxedlne
Width
Frame
height
DLO
Width,
DLO
Height
Glass
Type -A'
Glass
TYPe'B'
Glass
Type'C"
Glass I
Type 'D'
Glass
Type'E'
Glass
Type'F.
1.
1;50-1/4'
20-14'
2&114'
32-1/4'
38-1/4•
44-1/4'
56-1/4'-
88-1f4'
t;g-1/4'
58-1/4"
98-1/4"120.0
104-1/a•
116-1/4'
12&1/46
140.1/4'
.0
80.0
120.0
0.0
120.0
90.0
80.0
120.0
90.0
80.0
IN.0
36"
4Y
90.0
80.0
120.0
90.0 1
00.0
120.0
90.0
80.0
120.0
90.0 1
80.0
120.0
48•
1.
90.0
80.0
120.0
90.0
80.0
720.0
90.0
N
120.0
60.0
1200.
90.0
80.0
120.0
90.0-
-80.0
120.0
90.0
80.0
120.0
90.0
80.0
120.0,...�:�
80.0
120.0
90.0
80.0
120.080-1/4"
V72O
'•90'0
84.5
80'0
12D,0
64.5
80.0
120.082.3
900
1200
82.3
80.0
120.0
81.7
80.0
120.060.0
/20.092-114"
60.5
800
1200
80.5
80.0
120.o
12G.0
120.0
120.0
120'
132•
144•
120.0
120.0
100.0
100.0
100.0
100.0
24'
30"
�,
20-1/4"
ja-i�/V
50-114'
56•1/4'
66-1/4'
68-1/4'
60-114'
92-1/4"
9&1/4"
104-114-
t16-1/4'
Sq.1fY
90.0
80.0
120.0
90.0
800
120.0
90.0
80.0
120.0
80.0
50.0
120.0
36•
42"
90.0
60.0
120.0
W.0
60.0
120.0
80.0
B0.0
120.0
80.0
80.0
120.0
54"
90.0
90.0
WO
Wo
120.0
120.0
90.0
80.0
120.0
90.0
80.0
120.0
70"
9a.0
80.0
120.0
90.0
80.0
120.0
8q.5
W.0
120.0
B4.5
80.0
120.o
7Y
02.8
80.0
1211.0
112.E
80.0
120.0
119.5119.586-1f4'
1152
115.2114.0
d8l'
1140
11IJ
111.7
100.0
100.0
1 .0
100.0
100.0
24"
3D"
72'
y'
20-114'
26.114"
32.1/4'
38-1/4'
44-1/4-
SO-1/4'
5-6.114-
66-1/4'
68-1/4"
!114'
1/4"
I �-�A
66-1/2-
90.0
80.0
120.0
90.0
80.0
120.0
90.0
80.0
120.0
90.0
80.0
120.0
36"
42•
90.0
W.0
120.0
90.0
50.0
120.0
90.0
90.0
1 120.0
90.0
80.0
120.0
48'
54'
90.0
80.0
1 120.0
90.0
80.0
120.0
85A
80.0
1200.
85.5
80.0
120.0
60'
70'
82A
80.0
120.0,1
82.6
80.0
12100
1200,
-
120.0
72•
84'
1200.
120.0
100.0
100.090'1/4"111U.0
100.092'
100.0
1DO.01/4"
1GO.0
1110.0
24'
30"
t
78'
20A/4•
26-114"
32.114"
38-1/4'
44-1/4'
'��
90.0
80.0
120.0
90.0
80.0
1200.
90.0
60.0
120.0
90.0
80.0
120.0
36"
42"
90.0
80.0
120.0
90.0
80.0
1200.
90.0
80.0
1 120.0 .1-90.0
50.0
120.0
48"
- _�"-�
87.2
80.0
120.0
. 87.2
80.0
120.0
SO-1!4"
56-1/4"
68-1/a'
G8-1/4"
80-114"
86.1/4'
BB_"4'
72-1/Y
1v..�,
82.1
80.0
120.0
82.1'
0&0
120.0
60"
70'
78.5
76.5
120.0
78.5
76.5
120.0
119.4
11B.4
72-
84'
118.9
118.9
100.0
100.0
90'
92'
100.0
100.0
100.0
100.0
1.
��..44-1/4"
�50-1/4'
20-1/4'_
26.1/4'
-32.1/4•
38-1/4'
90.0
80.0
120.0-
90.0
60.0
120.0
90.0
80.0
120.0,
90.0
800
120.0
90.0
80.0
120.0
-90.0-
' 80.0
120.0
90.080.0
1200
90.0
80.0
120.0
$�,
S&1!4"
66.1/4'
68-1/4"
BO.1/4"
7&1/^84.5
'�
80.0
120.0Ba.S
eo0
120.0
79.1
79.1
120.0
191
79.1
1200
119.5
119.5
100.0
100.0
72
84'
100.0
100.0
100.0
1000
Glass DP, (+/-psO & Maximum Size _
Cemerlirie
Width
Frame
Height
DLO
Width
DLO
Height
Glass
Type "A
Glass
Type•B"
Glass
Type"C'
Olass I
Typa"O" I
Glass
Type'E"
Glass'
Type'F'
30'
90'
20-1/4"
2&1/4'
32-114"
38.1/4'
44-ila"
50-1/4'
S&1/a^
6&1f4-
68-1/4'
84.1/Y
80.0
120.0
1 .0
90.0
80.0
120.0
90.0
80.0
120.0
76'
47
90.0
IF.
1.0
90.0
80.0
120.0
90,0
80.0
120.0
90.0
60.0
120.0
48•
SP
82.3
80.0
120.0
82.3
80.0
120.0
120.0
120.0
60,
70'
72'
11s.2
11s.2
100.0
100.0
100.0
100.0
1.
1.
97-Y4'
20.114'
28.1/4'
32-114'
38.1/4"
44-11C
S0.1/4"
S6-114"
66-114"
68-114"
92-114"
90.0
80.0
120.0
90.0
80.0
120.0
90.0
00.0
120.0
90.0
80.0
120.0
36'
42'
90.0
80.D
12 00
90.0
50.0
120.0
87.9
W.0
120.0
07.9
80.0
120.0
48-
54'
80.0
80.0
120.0
80.0
WO
120.0
117.9
117.9
1.
70-
72'
100.0
1 00.0
100.0
100.0
98.9
1
95.9
24'
102'
20.1/P
26.1/4"
32-1hr
3&1/4'
44-114"
-SPIV
S&1/4'
66.-1/4'
9&1/2'
90.0
80.0
120.0
90.0
80.0
120.0
1.
_ 36-
90.0
Wo
120.0
90.0 1
80.0
120.0
90.0
80.0
120.0
9D.0
80.0
120.0
1.
ae'
86.9
80.0
120.0
86.9
80.0
120.0
120.0
120.0
54'
60'
70'
--
116.1
116.1
100,0
100.0
97.9
97.9 t
24'
106"
20,114"
26.1/4^
32-1/4'
3&tl4"
44-1/4'
S0.1/4'
102-1/Y
9D.0
80.0
120.0
90.0
80.0
120.0
3"
36'
90.0
60.0
120.0
90.0
80.0
120.0
90.0
80.0
1200.
90.0
60.0
120.0
q2'
de'
85.6
80.0
120.0
85.6
50.0
120.0
120.0
1
120.0
54'
so.
100.0
100.0
1
100.0
24'
114-
A
103-112"
00.0
80.0
1200.
80.0
80.0
120.0
30'
38'
90.0
80.0
120.0
90.0
80.0
120.0
900
800
120.0
90.0
80.0
120.022'
1.
120.0
120.0
120.0
120.0
5a'
1000
100.60'
t
100.0
24'
!
120'
20-1/4'
2&1/4'
12-1,l4'
&1/4't20.020.0
0./4•
5&1/4'
��
90.0
80.0
120.0
90.0
80.0
120.0
90.0
80.0
120.0,
90.0 �
80.0
120.0
1. +
-36'
90.0
BO.o
120.0
-90.0
- 80.0
120.0
41
120.0
-120.0
48'4t/4'
100.0
100.0.
54' ._
SO'
100.0
1 .0'
24'
30-
t26•
20-1/4'
2&1/4"
32-114•
3&1/4"
441/4'
s0-1/4•
120.1/Y
90.0
80.0
120.0
90.0
80.0
120.0
90.0
80.0
1WO
90.0
80.0
120.0
36,
9000
80.0
120.0
9D.0
80.0
120.0
42'
46'
1 00.0
1200.
100.0
100.0
54'
100.0
44'
30'
132"
20,114'
2&1/4^
32-1/4'
3&1/4'
4F114'
S0.1/4•
128-1/Y
90.0
80.11
120.0
- 0
80.0
120.0
90.0
00.0
120.0
90.0
80.0
120.0
120.0
42'
•0
100.0
0
48'
1 0
0
5q'
24•
138•
20.114"
32.1/4•
38.1/4'
44-t/4-
132-1/Y
90.0
80.0
1 .0
.DS1.2&114"
90.0
VOID
036-
120.0
042"
100.0
112000
048'
100.0
024'
V
90.0
80.0
120.0
90.0
01.
90.0
80
20.0
.0
014413&1/2'
120.0
04Y
48•
0
•
41
mil(K).
C
SEE SHEET 15 FOR FULL GLASS DESCRIPTIONS.
N. Glass Types it
A
Lam]' 1/4'A..090' SO, 1/4'A
B
Lami: VCHS, .OW' PVB, 1/4•HS
C
Lami:1/4'HS,.09D-SG, 114-HS
D
E
Lami IG: 1/4'A, .OBO" SG, 1/4'A, AIRSPACE, 1/4"T CAP
LamI 10: 1/4'HS..090' PVB.-1/4'HS,- AIRS PACE, 1/4'T CAP
F
mi 10: 1/4'HS..090• SG, 1/4' S. AIR P C . 1 4'T
CENTERLINE s _ 10ENTERLINE
I - WIDTH -J - WIDTH _
FRAME
HEIGHT
DLO WI_DT�H I T.7-n-I.-T�7-
DLOCENTERLINE
( DLO HEIGHT
HEIGHT J HEIGHT
I
FRAME --_
HEIGHT I �Al3/4"
7 FRAME
DLO WIDTH= HEIGHT
DLO
HEIGHT CENTERLINE
HEIGHT
I
-�- FRAME WIDTH -
FRAME WIDTH
1-3/4"
DLO (DAYLIGHT OPENING) FORMULAS:
FRAME WIDTH - 5-1/2' = DLO WIDTH
FRAME HEIGHT - 5-1/2' = DLO HEIGHT
CENTERLINE WIDTH - 3-314- = DLO WIDTH
CENTERLINE HEIGHT- 3-3/4' = DLO HEIGHT
CENTERLINE WIDTH - 2-114- = GLASS WIDTH
CENTERLINE HEIGHT - 2-1/4' = GLASS HEIGHT
FRAME WIDTH - 4' = GLASS WIDTH
1 • • FRAME HEIGHT - 4' = GLASS HEIGHT
1 •
1 •
1 •
• NOTES:
1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE
APPROVAL. (STOREFRONT ENTRANCE DOOR, PTAC LOUVER
OR WINDOW INSERT) THE LESSER DESIGN PRESSURE
• 000 VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW
• • SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE
• • SYSTEM.
• • 2. DLO = DAYLIGHT OPENING
• • • 3. SEE SHEET 15 FOR DESCRIPTIONS OF GLASS TYPES.
006
•
•
• •
• • •
•
•
•
• •
•
•
••
••
• •
•
••
••
•••
•
R/Dl ICT F.E V ISED
.tmillplyinu with the Flarids
sa;,a Cave
�- pwice No l�T�-0-�ys5�77
r•nv w. Dat. ,s,/,� jj{
TABLE 3:--
_ _}
MJion
Forms
ter
-
-
AnGlor
(',1pp'A"
A.W
4
720.0
-
CWster
Quantity
8
120.0
- -
Design
8
120.0
Press=at
GrOup'B'
And08r
4
1210
Quantity
0
120.0
-
Head7Sil,(+/-psj',
I1
8
120.0
Gmt7D'C
Ar h.
4 l
120.0
-
Q.Mly
6
1200
-
8
120.0
Gtwp•D'
Archm
4
120.0
-
I
Q.,t,ty
6
120.0
SNm
B
120.0
TNckrass
01-p
A.WQt
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72D.0
174'
E'
Ity
6
121.0
_
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caoemra
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24'
Kilio_n
Frame
1/ep14
W
97.Y4'
102'
114'
12YL
128,
132,521-�
138'
,•-.�
144'
Anchor
Gt40p'A"
Antler
4
120.0
Cluster
CsaNBY
6
120.0
Design
8
120,0
Pressire
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Arctgr
4
120.0
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8
120.0
at Head/Sill,(+I-psf).�
8
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4
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6
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8
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4
1270
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6
1210
t SNm
B
120.0
7lwkness:
GyaQ•E•
A.I. GinnlRy
4
121.0
114*
6
120.0
120.0
120.0
120.0
12D.0
120.0
120.D
120.0
12D.0
120.0
120.0
120.0
121.0
120.0
1200
30'
36'
120.0
120.0
120.0
7�.0
120.0F
120.0
121.0
120.0
120.0
120.0
720.0
121.0
120.0
kA
120.0
120.0
0
121.0
120 0
1200
1200
120.0
12 0121.0
120.0
120.0
120.0
12D D
120.0
120.0
120 V
120.0
120.0
120.0
/20.0
1200
120.0
117 /
120.0
0
1200
120.0
120.0
12D.0
120.0
120.0
111
120.0
120.0
120.0
s7
120.0
120.0
120.0
12D.0
120.0
120.0
120.0
120.0
120.0
121.0
120.0
120.0
1211.0
107A
120.0
.0120.02D.0
12D.0
120.0
1200
7200
120.0
12D.0
120.0
121.0
120.0
121.0
1210
120.0
120.a
120.0
120.0
120-0
120.0
120.0
120.0
t20.0
48'
54'
6P
7170.0
12).0
*12
.0
720.0
720.0
120.0
1200.
1200.
120.0
720.0
120.0
121.0
121.0
120.0
121.0
120.0
1200.
1200.
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
Bp
94.5
120.0
.0
721.0
120.0
121.0
1200
121.0
1200
1200
t200
7200
1M.0
120.0
121.0
120.0
127.0
120.0
120.0
121.0
720.0
120.0
1200
120.0
120.0
720.0
88.4
121.0
0
1200
7200
itB.2
120.0
iN.O
120.0
120.0
120.0
120.0
1200
70'
R'
24'
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
1200
121.0
120.0
120,0
7p
72'
87.5
120.0
120.0
120.0
120.0
.0
120.0
121.0
12D.0
120.0
120.0
117.0
12D.0
120.0
120.0
121.0
11.0
120.0
1200.
120.0
1200.
121.0
120.0
1200.
120.0
120.0
120.0
720.0
120.0
120.0
120.0
120.0
120.0
12D.0
12D0
1200
120.0
121.0
121.0
120.0
120.0
1200
120,0
120.0
12D.0
1210
120.0
1200
120.0
1210
7200
120.0
120.0
84'
90'
97
96'
120.0
120.0
120.0
120.0
120.0
120.0
120.0
1210
12D 0
120.0
120.0
121.0
120.0
120.0
30•
36
�,
120 0
120.0
120.0
121.0
120.0
120.0
121.0
120.0
120.0
120.0
120.0
120.0
12D.0
120.0
118.5
1200
120.0
120.0
/20.0
720.0
120.0
121.0
120.0
120.0
121.0
720.0
120.0
120.0
120.0
720.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
121.0
120.0
120.0
105.I
00
721.0
1200
1700
1210
120.0
120.0
12D.0
120.0
1200
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120.0
120.0
120.0
47
120.0
120.0
121.0
120.0
120.0
121.0
120.0
120.0
1211
120.0
121.0
120.0
120.0
120.0
98.1
120.0
121.0
120.0
120.0
120.0
121.0
120.0
/27.0
1200
i20.0
120.0
120.0
121.0
f07
tOB'
720'
1J7
144'
24'
121.0
120.0
120.0
127.0
120.0
120.0
120.0
121.0
120.0
120.0
120.0
721.0
720.0
120.0
48'
5P
60'
890
1210
120.0
120.0
120.0
720.0
119A
121.0
12D.0
120.0
721.0
120.0
720.0
120.0
121.0
121.0
720.0
1200
1200
1210
120.0
120.0
120.0
120.0
1200
121.0
120.0
120.0
83.7
120.0
120.0
115.9
720.0
1200
111.0
121.0
12D.0
12).0
120.0
121.0
121.0
120.0
120.0
120.0
720.0
127.0
120.0
120.0
120.0
121.0
120.0
120.0
120.0
720.0
120.0
120.0
T7.4
116.1
1200
107.2
120.0
120.0
103.E
720.0
120.0
1210
121.0
120.0
120.0
120.0
7P
77
24'
120.0
121.0
121.0
120.0
12D.0
120.0
120.0
1210
120.0
120.0
115
120.0
120.0
120.0
78.5
1200.
114.E
120.0
120.0
120.0
1059
720.0
120.0
121.0
12).0
VIA
102.3
120.0
120-0
120.0
120.0
12D.0
120.0
12D 0
120.0
1200.
121.0
120.0
120.0
120.0
120.0
120.0
120.0
121.0
720.0
120.0
120.0
t21.0
720.0
120.0
120.0
120.0
1.
120.0
121.0
12001
127.0
12 0
721.0
121.0
1.0
1200.
721.0
120 0
120.0
120.0
121.0
121.0
1200
120.0
120.0
120.0
1200
120.0
121.0
121.0
120.0
7200
120.0
1200.
1200.
720.0
120.0
120.0
30'
3B
120.0
120.0
1 00.0
120.0
121.0
12 0
120.0
121.0
120.0
120.0-
IMb
120.0
120.0
120.0
30'
367
42'
1125
120.D
1200
1200.
121.0
121.0
120.0
1200.
120.0
1200.
1200.
12001
120.0
1210
120.0
1200.
120.0
120.0
120.0
120.0
120.0
1200.
1200.
120.0
120.0
120.0
120.0
1200.
100.0
12D.0
121.0
1200.
1200.
120.0
121.0
1200.
1200.
1200.
t20.0
120.0
121.0
1200
121.0
1200.
720.0
121.0
1200.
1200
1-0
121.0
120.0
120.0
120.O
121.0
120.0
121.0
42'
90.9
1200.
1210
121.0
120.0
120.0
720.0
120.0
120.0
120.0
120
12I.0
120.0
120.0
48'
121.0
121.0
121.0
121.0
120.0
121.0
120.0
120.0
120D
120'1
721.0
1200
120.0
1210
46'
54'
84.0
12).0
120.0
t i6.3
120.0
120.0
112.4
120.0
120.0
120 0
1200.
12001
12D.0
12D 0
1200
1200.
120.0
120.0
121.0
120 0
120.0
120 0
120.0
1M.0
12D.0
120 0
12D.0
120.0
10
60'
78.7
118.1
121.0
109.0
120.0
120.0
105.3
120.0
12D.0
120.0
121.0
121.0
120.0
111
6D•
1200
1200.
120.0
121.0
120.0
120.0
720.0
120.0
120.0
120.0
121.0
120.0
120.0
121.0
72.5
12D.0
106a
1200.
1200
1210
100.4
121.1
121.0
120.0
120.0
121.0
9TO
1200.
720.0
1200.
120.0
120.0
114.7
II'll
1210
1200
120.0
121.0
120.0
120.0
1200
1200
120.0
120.0
121.0
120.0
120.0
120.0
121.0
120.0
120.0
120.0
120.0
120.0
720.0
121.0
120.0
120.0
120.0
121.0
1200.
120.0
121.0
121.0
121.0
121.0
121.0
120.0
121.0
120.0
70'
24'
70'
77
120.0
120.0
120.0
120.0
121.0
120.0
120.0
120.0
121.0
120.0
120.0
12D.0
120.0
120.0
1210
1200
1210
1210
120.0
1210
1210
t20.0
12 0
121.0
121.0
121.0
1200
1200
30,
10720.0
120.0120.0
720.01210
121.0
120.0
127.0
120.0
120.0
120.0
120.0
120.0
121.0
1270
1200
1270
120.D
1210
120120.01210
1200120.012U.01200
120.0
JB
93.1
120.0
121.0
120.0
120.0
120.0
121.0
120.0
121.0
120.0
120.1
127.0
120.0
7210
N84
1200
120.0
1200
120.0
12).0
1200
1200
1200
120.0
720.0
120.0
1200
121.0
1200108'
B4A
120.0
120.0
116.8
12D.0
121.0
112.9
121.0
120.0
12 0720.0
120.0
721.0
t200
1210
t20.0
120.0
121.0
120.0
120.0
120.0
120.0
120.0
1200
12D.0
1200
120-0
720.0
48'
54•
T7.8
1187
1200
101200
120.0
104.0
120.0
120.0
120.0
720.0
1210
120.0
120.0120.0
1200
120.0
120.0
120.0
12D.0
1I,o
120.0
1211
120.0
120.0
120.0
120.0
121.0
1210
72.7
IWO
1090
121.0
1200
120.0
100.7
120.0
120.0
120.0
12,0
120.0
972
120.0
111
121.0
120.0
12D.0
115.0
120.0
120.0
120.0
720.0
120.0
12).0
121.1
121.0
121.0
120.0
12).0
121.0
120.0
120.0
120.0
120.0
121.0
120.0
1210
120.0
1200
121.0
121.0
120.0
1210
120.0
120.0
120.0
121.0
120.0
120.0
120.0
121.0
120'0
t20.0
720.0
8P
24'
114.5
121.0
121.0
120.0
120.0
120.0
1T0.0
121.0
12D.0
7200
120.0
110.0
120.0
7200
24'
70'
��
77
IB'
ems
�~
1210
121.0
120.0
120.0
12).0
120.0
121.0
121.0
121.o
120.0
120.0
120.0
120.0
1200
3D'
98.4
721.0
120.0
1P0
1210
120.0
120.0
120.0
IM0
120.0
12).0
120.0
120.0
121.0
1200.
120.0
1200.
72I.0
120.0
120.0
1200
120.0
110.0
120.0
121.0
121.0
120.0
120.0
JB'
87.1
120.0
120.0
120.0
120.0
120.0
116.5
120.0
12001.120.0
120.0
129.0
120.0
1200
36'
121.0
120.0
12).0
120.0
720.0
121.0
120.0
121.0
120.0
120.0
121.0
127.0
12D.0
121.0
47
78.7
118.1
120.0
109.0
120.0
121.0
105.3
120.0
120.0
1200.
120.0
120.0
120.0
1200
120 0
1200.
121.0
121.0
121.0
121.0
120.0
120.0
120.0
121.0
120.0
120.0
120.0
120.0
Qr
47
48•
72.4
108.6
120.0
100.3
121.0
120.0
96.9
120.0
120.0
1%5
721.0
121.0
720.0
120.0
1200
121.0
120.0
120.0
120.0
12D.0
120.0
1200
120.0
120.0
120.0
120.0
120.0
1&0
54'
6V
2P
67.5
12D.0
1012
12D 0
1200
1210
93.5
120 0
121.0
120 0
120.0
120.0
90.3
720.0
120.0
120.0
12D.D
120.0
1D6.7
120.0
1200.
120.0
120.0
120.0
112.7
121.0
1200.
1200
1201
120.0
120.0
121.0
121.0
120.0
121.0
120.0
120.0
121.0
12D.0
120.0
120.0
120.0
120.0
1210
120.0
120.0
120.0
121.0
120.0
120.0
720.0
121.0
120.0
120.0
120.0
111
54'_
6P
' 70'-
108.0
120.0
121.0
120.0
120.0
720.0
120.0
1210
12D.0
120.0
120.0
120.0
120.0
110.0
120.0
121.0
121.0
120.0
120.0
121.0
1200
120.0
12,0
120.0
120.0
121.0
120.0
120.0
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`
92.6
120.0
121.0
120.0
120 0
120.0
120.0
120.0
121.0
120.0
111
121.0
120.0
120.0
77
1200.
12001
iM.O
1200.
127.0
120.0
120.0
121.0
120.0
120.0
121.0
120.0
121.0
120.0
36' -
87.8
121.0
1200.
1113
121.0
120.0
109.4
120.0
120.0
121.0
721.0
121.0
120.0
120.0
720.0
120.0
120.0
121.0
12).0
1200.
121.0
120.0
120.0
120.0
1200
1200.
120.0
120.0
42'
08'
B4'
BO'
13.8
67.7
110.7
1018
121.0
1200
102.2
93.8
120.a
120.0
120.0
120.0
We
90.6
1200
120.0
12 0
120.0
116.8
107.1
12D.0
120.0
120.0
120.0
720.0
113.1
1210
121.0
11'o
721.0
120.0
120.0
t20.0
120.0
1200
120.0
120.0
121.0
12D.0
120.0
120.0
720'0
120.0
120.0
120.0
12f7.0
120.0
120.0
121.0
120.0
1210
12D.0
12).0
1200
120.0
120.0
i 54• +
97
9G
24'
63.0
120.0
94.5
121.0
1200
120.0
87.2
120.0
120 0
1210
121,0
121.0
84.3
1200.
120.0
120.0
120.0
121.0
99.6
120.0
110
120,0
120.0
121.0
105.2
120.0
120.0
121.0
120.0
1200
120.0
120.0
120.0
1200
120.1
120.0
120.0
12D 0
121.0
1200
121.0
1200.
120.0
120.0
120.0
12D.0
12001
120.
1200.
1120.0
120.0
120.0
120.0
120.0
121.0
12D.0
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24'
102.2
121.0
120.0
120.0
120.0
120.0
120.0
121.0
121.0
120.0
12).0
120.0
120.0
1210
12 2
120.0
720.0
121.0
t20.0
120.0
120.0
120.0
720.0
120.0
121.0
121.0
120.0
121.0
30'
36'
30'
36'
87.5
120.0
1200
120.0
1200
720.0
117.0
120.0
127.0
1210
1200
120.0
120.0
120.0
120.0
120.0
12f1.0
120.D
720.0
120.0
120.0
121.0
120.0
12).0
121.0
120.0
121.0
121.0
77.t
715.7
1200
108.E
7210
120.0
lw
120.0
1200.
121.0
12D.0
120.0
120,0
120.0
47
48'
120.0
120.0
1200
110.0
121.0
120.0
1210
1210
121.0
120.0
12D.0
1200
121.0
1210
42'
69.5
704.2
120.0
96.2
120.0
120.0
92.9
720.0
121.0
109.9
120.0
120.0
116.0
120.0
120.0
121.0
120.0
170.0
120,0
120.0
720.0
120.0
120.0
120.0
127.0
120.0
120.0
120.0
48'
63.6
178.1
955
1200
1200
120.0fl,
88.1
120.0
1210
121.0
120.0
85.1
1200.
120.0
121.0
121.0
12D.0
100.6
1200.
121.0
121.0
120.0
120.0
106.2
121.0
12D.0
1200
1200
it6.1
120.0
120.0
121.0
121.0
120.0
120.0
720.0
120.0
IWU
12D.0
120.0
110
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
1200
54'
24'
50'
60'
969
120.0
7
1 D
720.0
120.0
120.0
120.0
120.0
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120.0
120.0
120.0
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120.0
120.0
720.0
120.0
120.0
120.0
12D.0
120.0
120.0
121.0
12).0
121.0
120.0
3P
70'
77
829
121.0
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121.0
120.E
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120.0
120.0
121.0
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121.0
120.0
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120.0
120.0
120.0
120.0
720.0
120.0
120.0
120.0
720.0
120.0
38'
109.5
•?00
1 0
1
9
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120.
Ifa.4
120.0
120.0
720.0
120.0
84'
90'
111.8
720.D
120.0
110.0
120.0
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24'
97
24-
92.2
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1200
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69.2
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120.0
120.0
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120.0
120.0
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121.0
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120.0
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30'
36'
64.7
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1200
54.7
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1270
36'
75.8
113.6
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121.0
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4T
42'
48'
69.3
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48'
64.5
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88.3
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112.5
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121.0
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84'
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120.0
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121.0
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90'
9T
7fi.5
114.7
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76.5
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121.0
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120.0
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98'
102'
108'
120"
132'
144'
62.0
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120.0
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120.0
120.0
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54'
57.5
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121.0
120.0
121.0
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121.0
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60'
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49.4
74.1
96.8
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74A
95.8
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120.0
120.0
120.0
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120.0
120.0
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24'
192
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121.0
120.0
120.0
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121.0
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121.0
120.0
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30'
81.1
120.0
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Ski
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36
42'
64.5
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88.3
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120.0
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120.0
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47
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121.0
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48'
5/'
54.2
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108.4
54.2
81.3
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945
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50.8
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121.0
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60'
ew
70'
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24'
too-
95.3
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120.0
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120.0
120.0
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120.0
120.0
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121.0
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90'
67.8
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92'
96
102"
106'
54.$
81.7
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120.0
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120.D
120.0
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121.0
121.0
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121.0
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121.0
120.0
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lie
89.7
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30'
73.9
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121.0
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4T
36'
IT
76.2
101.7
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49'
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48'
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77'
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120.0
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84.7
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84.7
121.0
120.0
115.9
120.0
121.0
120.0
121.0
121.0
120.0
120.0
69.7
104.E
120.0
69.7
104.E
120.0
95.3
120.0
120.0
1200.
120.0
120.0
121.0
120.0
84.6
120.0
120.0
84.8
121.1
120.0
1159
121.0
121.1
1210
121.0
120.0
1-0
121.0
30'
70•
7T
59.8
89.7
1790
59,a
89.7
119.6
81.8
120.0
121.0
104.2
120.0
1200.
120.0
1200.
64.7
1200
1210
84.7
120.0
121.0
115.9
120.0
120.0
121.0
120.0
17D.0
1200
1210
36
52.8
79.2
105.6
528
79.2
105.6
72.2
/08.3
121.0
920
120.0
1200.
120.0
120.0
84.7
120.0
120.0
94.7
120.0
120.0
115.9
121.0
721.0
121.0
121.0
120.0
121.0
721.0
42'
48-
1.
00'
47.7
71.5
95.3
47.7
71.5
95.3
65.2
978
121.0
53.1
120.0
121.0
120.0
1200
84.7
120.0
121.0
64.7
120.0
121.0
1159
120.0
121.0
120.0
121.0
121.0
1210
121.0
43.7
65a
87.4
43.7
65a
87.4
59.8
e9.7
119.6
76.2
114.3
12DO
113.1
120.0
81.7
1200
121.0
B4.7
12.0
120.0
115.9
121.0
120.0
121.0
1200.
121.0
120.0
121.0
54'
60'
9Y
96
40.7
61.0
81.3
40.7
61.0
813
556
83.4
111.2
70.9
106.3
1200
105.2
120.0
84.7
1200.
120.0
84.7
120.0
1201.
1159
12D.0
120.0
121.0
121.0
120.0
120.0
121.0
24'
1210
12.0
1210
121.0
1200.
1200.
120.0
1200.
121.0
120.0
1200.
120.0
1210
120.0
2C
126
80.3
120.0
121.0
80.3
12DO
120.0
109.8
121.0
12D.0
120.0
121.0
1200.
120.0
121.0
65.9
98.9
121.0
6&9
98.9
120.0
90.2
120.0
121.0
114.9
121.0
121.0
1200.
120'0
IIe2
1200.
1200
116.2
120.0
121.0
121.0
121.0
121.0
121.0
120.0
WOO
120.0
12i.0
3D'
36
30'
38'
56.5
84.7
112.9
56.5
54.7
112.8
77.2
115.9
121.0
96A
120.0
1200.
121.0
120.0
101.7
121.0
120.0
101.7
120.0
120.0
121.0
121.0
121.0
121.0
120.0
120.0
120.0
120,0
49.8
74.7
99.6
49.8
74.7
996
68.1
102.1
12].0
B6.8
120.0
1200.
1.0
1200
91.7
121.0
121.0
91.7
120.0
121.0
120.0
1200.
121.0
120.0
1200.
121.0
120.0
120.0
4T
41
48'
54'
44.8
67.3
89.7
44.8
67.3
89.1
613
920
1200.
752
1171
121.0
118.0
121.0
84.7
1200.
120.0
84.1
120.0
120.0
1159
12).0
121.0
1200.
1200.
121.0
120.0
121.0
48'
79.7
119.E
120.0
79.7
1196
1200.
1000
12(10
120.0
1210
1200.
1200.
120.0
720.0
54'
41.1
81.8
82.1
41.1
87.8
82.1
58.2
643
112.J
718
1074
120.0
106.2
121.0
80'
�,
76.2
11/4
1200
762
114.4
120.0
101.3
1200.
120.0
120.0
120.0
121.0
120.0
120.0
2/'
1.
13T
76.2
11.8
120.0
76.2
114.4
120.0
104.3
121.0
120.0
120.0
121.0
120.0
120.0
121.0
62.6
97.8
120.
8
1 .0
85.6
120.0
120.0
109.0
120.0
120.0
120.0
120.0
109.4
120.0
72.9
1094
12.0
99.8
121.0
120.0
121.0
120.0
121.0
121.0
120.0
1.
72'
53.5
80.3
IWO
53.5
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73.
.8
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9J2
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121.0
1270
120064'
1089
121.0
T2.6
108.9
121.0
99.3
121.0
121.0
12D.0
1210
120.0
721.0
120.0
w
47.1
70.6
902
47.1
7t1•
94
64
6
0
82.
120.0
1200
121.0
120.0
10&3
1200
722
108.3
8.7
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121.0
120
121.0
121.0
120.0
120.0
4T
90.
9T
424
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84.
42A
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9
1 9
73.
110.7
120.0
109.6
120.0
108.3
121.0
72.2
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5.7
120.0
120,0
120.0
121.0
121.0
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121.0
18'
IM,3
120.0
72.2
108.3
95.7
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12D.0
120.0
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1.
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77.5
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53.
7 1
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100.2
120.0
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121.0
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120.0
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121.0
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120.0
24'
138'
72.6
109.9
1 .
72.
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20.0
t
t .0
120.0
121.0
121.0
59.5
89.3
119.0
59.5
89.3
119.0
81.4
120.0
121.0
103.7
120.0
1200
1200
120.0
121.0
121.0
106.1
121.0
TD�
21.0
1200
121.0
120.0
121.0
121.0
120.0
121.0
30-
30'
50.8
76.2
1017
5D.8
78.2
101.7
695
104.3
120.0
We
120.0
1200
121.0
121.0
121.0
121.0
924
120.0
20.0
120.0
121.0
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120.0
121.0
120.0
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36
44.7
67.0
89.4
44.7
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611
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1168
1200
115.6
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830
120.0
13.5
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42
1T
48'
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60.2
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602
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823
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1210
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120.0
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54'
71.3
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97.6
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70'
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1 SILL SHOWN, HEAD
SIMILAR, ANCHOR
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WINDOW WINDOW
2-114'i
--�- SEE TABLE 1, SHEET 1
FOR ANCHOR MIN. O.C.
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ANCHOR PATTERN
l
NOTES
1. IF COMBINED WITH ANOTHER
ASSEMBLY WITH A SEPARATE
APPROVAL. (STOREFRONT ENTRANCE
DOOR, PTAC LOUVER OR WINDOW
INSERT) THE LESSER DESIGN
PRESSURE VALUE OF ANY ASSEMBLY
OR THE STOREFRONT WINDOW SHALL
BE THE DESIGN PRESSURE FOR THE
ENTIRE SYSTEM.
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NCHORSHEETS
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E
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11 ANCHORS, SEE ANCHORS, SEE
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TABLE 7, THIS
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SHEET
r MID -PANEL ANCHOR
PATTERN
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t
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4, SHEETS 5 OR 6 4, SHEETS
NCHORS, SEE
5 OR 6
SHEETS 2 & 3
MID -PANEL MID -PANEL
MID -PANEL
ANCHORS, SEE ANCHORS. SEE
ANCHORS, SEE
TABLE S. THIS TABLE 8, THIS
TABLE 8, THIS
SHEET SHEET
SHEET
MIDPANEL ANCHOR
PATTERN
• • • • • • • �NSITES:
• • • 11. MID -PANEL ANCHORS TO BE EQUALLY SPACED, ♦/- 1/2'.
.... ....... .
. . . . . . . . . .
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PRODUCT REVISED
complying wish fie Florida
Bodine Code
A� pu... No ��'6ro5
-+ Maximum Vertical Mullion Design Pressure, (pso 1
A*mge
C-t.dine
Width
fame
Heigh
6 No
Rahtbmemenl
Alum.
ReW=omem
(part 44)
Slael
Ralnf-rner>t
(pad#10)
21'
30'
-
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40, --
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+9a-100
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36'
47
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41% _
54•
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+90/-120
49a901
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80'
70'
-90/-90 -
+90000
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+9a-100
+9a-120
72.
84'
+90/90
+9a-100
+901.120
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+90/-100
.9a-120
90•
92"
+9a90
+901-100
+9a•120
+90/90
+9a-100
+9a-120
98•
102'
-"-90
+9a-1o0
+9a-120
+901.100
+9a-120
103,
120'
+9a-1DD
+9a-120
+9a-100
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132"
144'
+90000
+9a-100
24•
30•
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+90/120
+9a90
+9a-100
+90/-120
36"
42•
+90190
+9&A00
+901A20
+90190
+901-100
+90/-120
48•
54•
+9a90
+901.100
+901-120
+901-90
+90/-100
+9a-120
sw
70'
+90/-90
+901.100
+901-120
+9D/-90
+901-100
+ea-120
72*+9a90
844
+9a-100
+901-120
+9a-100
+9a-120
9a
92"
+9a-100
+9a-120
+90v-too
+9a-120
96"
102'
+90/-100
+90/-120
+901.100
108'
120'
+90/450
+M-ioo
24'
90'
72" v
>
+9a90
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+90/-120
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+90/-120
36'
47
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+90190
+901400
+90-120
48•
1.
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+90/4o0
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60" ,
-70'-
-901-90
+90/-100
+901-120
- +90/-100
+901-120
77 _
84"
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+901.120
+901-100
90•
92'
96•
+9D/A00
+9a-100
+901-100
24•
30'
78
+9a90
+901-100
+901.120
+90/90
+9a-to0
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36•
42"
+90190
+901AOD
+901-120
+901-90
+9a-lo0
+90/-120
48"
54'
+9a90
+901.100
+9a-120
+90/-90
+901-100
+9a-120
Er
70'
+90190
+9a-loo
+90M20
+90/-t 00
+901-120
72"
B4•
+9a-100
+90/.120
+80/-100
g0'
97
+90/400
+9a-lo0
24'
3a ti
}
84. �
+90/90-
+90000
+90f-120
+901.90
+9a-100
+9a-120
- 36'
42"
+90l90 "'
- +90/•100
+901.120
+901.90
+9a-lo0
+9a-120
+90/90
+9a-lo0
+9a-120
48"
54"
+90/90
+901-100
+90/-120
60'
70•
+901-100
.9a-120
+9a-100
.9a-100
72•
eq•
.9a-too
.9a-f00
IC
Maximum Vertical Mullion Design Pressure, (pst) l _
A-."
Centerline
• Width
Frame
HeigN
NO
Roinbrc-ord
Alum
Rainbmemea,
(pert 04)
Sleel A
Rcirlb-ftl
-(wrt#10)J
24'
30
90'
+9a-90
+901-100
.9a-120
.9a-90
+9a-loo
+901-120
38-
42•
+"-so
+9a-100
+901.120
+901-90
+9a-100
+9a-120
48•
1.
-59.41.89.4
+90-100
+90V-120
+9a-1o0
+900-120
gp•
70•
72'
+9a-100
+9a-120
+9a-100
+9a-100
24'
30•
97-3/4
+9a-90
.9a-100
+901-120
+9a-90
+9a-100
+9a-12D
1%
420
+9a-90
+901-100
+901-120
+87.91AT9
+9a-MO
+9a-120
1.
54•
+8a90
+9a-100
+9a-120
+9a-100
.9a-120
60'
70'
72'
+9a-100
+9a-100
+GV-100
24•
304
102'
+9a-90
+901-100
+9a-120
+90f•90
+9a-lo0
+9a-120
36'
42'
+W.a-68.3
+w-loo
+901A20
+77.1/-77.1
+90000
+901-120
•
•
RWO'
+901-100
+9a-120
+901-100
+9a-1m
+ 9a-100
+9a-too
108'
+9a-90
+9a-100
+9a-120
+87.5/-87.5
+9a-100
+9a-12o
N,O
+74/a4
+9a-100
+9a-120
+94.5/-84.5
+9a-100
+9a/-120
+9a.100
+9a-120
+M-100
+901-too
244
300
114'
490/.90
+9a-10o
+901-12D
+74.21-74.2
+901100
+90-120
1.
42
+62.6/-626
+9a-100
+9a-120
.901.100
+901-120
46'
Sq•
B66
+9a-too
+9a/-120
+9a-10D
+9a-100
-24•
30•
36"-
*
1 -�
120.
`� -
-+78.51-78.5
+90/-106
+90/-12o
+83.4/-63.4
+9a-100
+9a-120
'+53.&.53.5'
- +9a-100
+9a-120
42'
48-
+901-100
+9a-120
+901-100
+9a-120 -
54•
+Ba•100 -
24'
30•
126'
+67.7797.7
+9a-100
+9a-120
+54.6/-54.6
+901-100
+9a-120
1.
42'
+46/46
.9a-100
+901-120
+87,1196.8
+9a-116.5
48•
54•
+9a-lo0
+84 -93.4
24'
304
132'
-58.8
+9a.IGD
-901-12D
.47.4
+9a-ioo
+9a/-12D
1.
42'
r.c.4141.4
+87.1/-98.7
+901-116.4
+75.41-818
+9a-100.9
48'
54•
+80.5/4i9.4
+72.6/d0.6
1.
30'
138-
-51.4
+90/400
+9a-120
+9a-100
+9a-120
36'
421
1.
+76194.4
+9a-101.6
+79.21-88
+70.1l-T7.9
24'
30'
144'
+45.2/45.2
1 +901.100
+9a-12D
+36.4/-38.4
+79.5198.3
+901-106.3
36'
12'
+66,71-74.1
+80.3189.3
_
+69.5f.77.2
f AVERAGE CENTERLINE +CENTERLINE
CENTERLINE = WIDTH 1 WIDTH 2
WIDTH 2
- l C WIDTH 1NAe C WIDTH 2 E
FRAME
HEIGHT
-�-1 1.5�21. I-�- --y 1_125" �--
� I
4.752" 1 1 4.751"
U
1* �
4 ALUMINUM tD STEEL
• • • • • •�-•/ REINFOR•EMENT • • (REINFORCEMENT
• • • • • • • • • • •
•• ••• •• • • • ••
• • • • • • NOTES: • • • •
• • • ••-• -•' • •
• • • • • • •1 IF M NED ITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL,
• • : • • • : : : •(S RF RON Fj "RANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE
• • • • • • LESS`R DESI PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT
WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
.u?UIJI'T REVISED
rmpiyWS with d. Florida
i4uledio8 Code
CI!p�n� N. 1 0
piratan Daze .��
Y �
(n -d c+>
N_
O
U) O
O a,nc
W J
= 7E J CV
IX
0
>- n a H
(9 04a N LLJC7
(h c
Q LL N J O G
Z Lo (L ro Ul
U V x N o' H ov
W - Q co fn 9N0
~o W In O U) (0
1 \ % Q O Z d Z O Q
0
Z 1a94:
Z Z
II o /no<
LL w 0
O o
� J W � M
U 0 U)
EMBEDMENT
EDGE DIST.
TYP. ANCHOR TYPE,
EMBEDMENTAND •/ °
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 1, SHEET 1. "
CONCRETEICMU "
PER ANCHOR— •'
REQUIREMENT '
EXTERIOR < .
1/2" MAX SHIM
EMBEDMENT �d
EDGEjI DIST.
TYP. ANCHOR TYPE, i
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE,SEE `
TABLE 1, SHEET 1.
DETAIL Al DETAIL B 1
INTO MASONRY ` MULLION -
REINFORCEMENT #4 OR #10 , 10
---CB,J REQUIRED, SEE TABLE 9
0) OPTIONAL
`- LAMI IG GLASS
y
�— DAYLIGHT OPENING WIDTH
/ FRAME WIDTH —
IXWOOD
Imo— BUCKSTRIP, SEE
NOTE 2. THIS SHEET.
\� DETAIL A2
a � � NTO MA ONRYI
CONCRETE/CMU°
II\)
PERANCHOR—;
REQUIREMENT
1/2" MAX. SHIM
EMBEDMENT
EDGE
ll DIST.
1
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 1, SHEET 1.
2X WOOD BUCK
/
OR FRAMING
1/2' MAX. SHIM ___� ,
--,-� 114' NUT &BOLT, 24"MAX
F,
FROM TOP OF FRAME, /
REQUIRED FOR TRANSOM —
HEIGHTS OVER 22-1/4'
EXTERIOR (SEE SEPARATE APPROVAL)
EXTERIOR
i1
DETAIL A3
II INTO 2X WOOD
EXTERIOR
4\ 7
DETAIL C
1/4" NUT & BOLT, 24' MAX. INTO METAL
FROM EACH END AND 24" MAX
O.C. TYP. ANCHOR TYPE, �f
OPTIONAL EMBEDMENT AND `I��--- I�{
1 `8 �
BEAD EDGE DISTANCE PER --- _9 {�
SUBSTRATE, SEE
� TABLE 1, SHEET 1 ,
EXTERIOR
APPROVED MULLION,
DETAIL D
_ALUMINUM. STEEL FRAMING
STOREFRONT
OR STEEL STUD. SEE TABLE
WINDOW TO DOOR
1, SHEET 1.
1-3/4'
114" NUT & BOLT, 24"
MAX. FROM EACH
EDGE DIST.
I! END AND 24' MAX O.C.
1 3/B"
L -�
II_ I
II. ATTACHED
STOREFRONT
I DOOR,
I u-------SEE SEPARATE I
APPROVAL FOR
1 SPECIFICATIONS
rT I
EXTERIOR
- n �-
1/2- MAX. SHIM
DADE APPROVED MULLION, F13 COMPLIANT
ALUMINUM/STEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL. SEE
SUBSTRATE PROPERTIES, TABLE 1, SHEET 1
DETAIL E
-
STOREFRONT
INSTALLATION NOTES
WINDOW TO TRANSOM
—--
-' 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS,
FOLLOW EMBEDMENT, EDGE DISTANCE AND
ATTAGHEDSUBSTRATE REQUIREMENTS PER TABLE 1, SHEET
a •
h_t =ll
STOREFRONT 1. ANY INSTALLATION OPTION SHOWN MAY BE
TRANSOM,
DOOR I USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR
SEE SEPARATE HEAD TYPES ARE ALLOWED.
n
APPROVAL FOR
II
SPECIFICATIONS
2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO
t� a
BE CONSIDERED 1X INSTALLATIONS. 1X WOOD
a�
I BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
-~
DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. IX
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED
L
TO PROPERLY TRANSFER LOADS TO THE
9 t✓ I j
I STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE AS REQUIRED BY TABLES
_
3-8, SHEETS 5-10.
••'
111 !PIt:0 _elf RIVE
' • J••
•
• N. ltlllt' FL �4275
,�:
•
yFL1.`vo
•• .�. ••"�. •
•
• •�Z74
• • 01. LYNRMILLER, P.E. •
CERT. OF AUT-1. 29:96
P.E.Y 58705
•••
•
•
• •
•••
•
•
•
•
• •
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
R-i't—
PRODUCT %.-YIFtD
:Lc CrnnPlying with d. Flcride
building Code
Acctptantt No
rld-
?"V.tion Dam o
DescriPten: urnwn :,y:
HORIZONTAL X-SECTION J ROSOWSKI
STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16
..zrizs 'tootle': Scale: 51'.aet: Drownq fJ�. .Ve:
SS-3500 NTS 12 OF 16 MD-3500-2-LM
i' DETAIL
ti THRUIX WOOD
CONCRETE/CMU PER INTO MASONRY I.
ANCHOR REQUIREMENT —�•, _
DETAIL F2
INTO WOOD
\
EDGE
2X WOOD BUCKSTRIP
1X WOOD BUCKSTRIP, SEE
�
—�j DISTANCE
OR FRAMING, SEE
�\
NOTE 2, THIS SHEET. `,\
• i
_
c
ANCHOR NOTE 3,
SHEET 1
•\
EMBEDMENT
_
i
z_
1n• �
MAX.
EXTERIOR
DAYLIGHT
OPENING
HEIGHT
L a�,
(30
I
FRAME
HEIGHT
2
EXTERIOR
C�
(311
1/2"
MAX.
EXTERIOR
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, y l
SEE TABLE 1. SHEET 1.
DETAIL F3
INTO MASONRV
CONCRETE/CMU
EDGE
`
PER ANCHOR —�,
_
DISTANCE
EDGE
REQUIREMENT
DISTANCE ��
.•.�
D.
V
EMBEDMENT
EMBEDMENT
1n'
J
MAX.
MAX.
Tj
IOR
TYP. ANCHOR TYPE,
TYP. ANCHOR TYPE.EMBEDMENT
AND EDGE
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1.
-
SEE TABLE 1, SHEET 1.
OPTIONAL
BEAD
TYP. ANCHOR TYPE,
'-'•
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
_ 60' MAX. HORIZ.
MULLION LENGTH
SEE TABLE 1, SHEET 1.
DETAIL IG
HORIZ. MULLION �
i
_
—_
--.���
7 II 'i
MAX.
OPTIONAL
LAM I IG
GLASS TYP. ANCHOR TYPE,
EMBEOMENTAND
— EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 1. SHEET 1.
REQUIRED AT
3 j EACH ANCHOR
LOCATION
1/2' MAX. SHIM
y • . EMBEDMENT
CONCRETElCMU PER - EDGE �—
ANCHOR REQUIREMENT DIST.
DETAIL H
IN70 MASONRY
DETAIL I
CURVED HEADER
EXTERIOR
EDGE
DISTANCE
_ EMBEDMENT
4" LENGTH ANCHOR CCHANNEL AT INSTALLATION
�ANCHORS. SEE SHEET 1
FOR REQUIRED LOCATIONS
(T)ALSO SEE FIGURE 1 BELOW.
._ . #6 X 1-5/8" BUGLE -HEAD
51 )SMS, 2-1/2" FROM EACH
END 8 13-1/2" MAX. O.C.
INSTALLATION NOTES
DETAIL F4
INTO METAL
DADE APPROVED MULLION, FBC COMPLIANT
ALUMINUM/STEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL. SEE
SUBSTRATE PROPERTIES, TABLE 1, SHEET 1
EDGE
` Z r—
___t DISTANCE
(1 EMBEDMENT
1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS,
FOLLOW EMBEDMENT, EDGE DISTANCE AND
SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET
1. ANY INSTALLATION OPTION SHOWN MAY BE
USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR
HEAD TYPES ARE ALLOWED.
2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO
BE CONSIDERED 1X INSTALLATIONS. 1X WOOD
BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1n" THICK OR GREATER, 1X
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DE51GN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE AS REQUIRED BY TABLES
3-8, SHEETS 5-10.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1.
PRODUCT REVISED
cnmPlyiog Keith the Florida
- .ding Cod<
ccePlance Nn !6 -0505 Q4.
FIGURE 1' --REMOVE ePirat Uatr ij,�(B
• • r • • r• • • • • • Fevised By: D�fe: Revision By
�-�6�/ • �_ • • • • T • Revi.ed By: Dale: Revis,on• •- •
i�5 De,e.iaunn »n e,-
�' 16 VERTICAL X-SECTION J ROSOWSKI
• +A•. • 1070 C•H VULE#'ocRIVE Tale: Dam:
�'' • • N. '1"": FL i4275 STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16
PARTS #5 8 #6 MAY ALSO BE ,•., .''. . • �,• • •
USED IF FIELD -MODIFIED AS • '•. ?;1 ;• -C• • • • • PSI. F*)X t °t9
SHOWN ABOVE. • ' ••" • • • NnI;QMI`• Ft :�l•74 arias/Nodcr: score: Sheer: Orawin, Nu. Rer:
• • •A. LVNAMILLER P.E. CERT. OF AUTH. ,#292s6 SS-3500 NTS 13 OF 16 MD-3500-2-LM
RE 58705
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
•
• •
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
C2)
DETAIL J
PTAC INSERT
-, UI
I
PTAC LOUVER, REFER TO -
SEPARATEAPPROVALFOR
INSTALLATION REQUIREMENTS
I y` -
I
EXTERIOR ' I/
ti I f,
DETAIL K ,
PTAC INSERT
d'.
CONCRETE/CMU PER _
ANCHOR REQUIREMENT
(40) 6) 2X WOOD BUCKSTRIP OR
FRAMING, SEE ANCHOR----�
1/4" NUT & BOLT, 24" NOTE 3, SHEET 1
MAX. FROM EACH END
- " AND 24" MAX O.C.
PTAC LOUVER & WINDOW INSERT NOTES: \
1. REFER TO SEPARATE WINDOW APPROVAL FOR ALL
WINDOW INSERT REQUIREMENTS AND r—
s INSTALLATION. 112"
REFER TO PTAC LOUVER 2. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY MAX.
APPROVED PGT WINDOW WITH A FLANGED FRAME.
kl—APPROVAL
FOR LOUVER 3. REFER TO PTAC LOUVER APPROVAL FOR ALL PTAC
I INSTALLATION REQUIREMENTS LOUVER REQUIREMENTS AND INSTALLATION. -
4. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, APPROVAL, (PTAC LOUVER OR WINDOW -
INSERT) THE LESSER DESIGN PRESSURE VALUE OF
it
ANY ASSEMBLY OR THE STOREFRONT WINDOW
SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE
SYSTEM.'-
INSTALLATION NOTES: F
1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS,
FOLLOW EMBEDMENT, EDGE DISTANCE AND
REMOVE GLAZING LEG AS SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET
-REQUIRED FOR PTAC 1. ANY INSTALLATION OPTION SHOWN MAY BE-�
LOUVER INSTALLATION USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR
HEAD TYPES ARE ALLOWED.
— T 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO
T BE CONSIDERED 1X INSTALLATIONS. 1X WOOD _
r BUCKS ARE OPTIONAL, UNIT MAY BE INSTALLED--- -
1.750" 1/2" MAX DIRECTLY TO SUBSTRATE. WOOD BUCKS
SHIM DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. lX
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS TO THE EXTERIOR
STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
EMBEDMENT ENGINEER OR ARCHITECT OF RECORD. MAXIMUM �=
- SHIM THICKNESS TO BE AS REQUIRED BY TABLES
3-8. SHEETS 5-10.
EDGE
DIST.
-(�) - -I 1.750" ►--
1/4" NUT & BOLT, 24"
MAX. FROM EACH END 2 �,
1 AND 24' MAX O.C. r
I. ( REMOVE GLAZING LEG AS
l REQUIRED FOR PTAC
LOUVER INSTALLATION
�------ T
----- --------'------------------------------------"l
PTAC LOUVER, REFER TO EXTERIOR
DETAIL L DETAIL M
SEPARATE APPROVAL FOR I�
PTAC INSERT INSTALLATION REQUIREMENTS � PTAC INSERT
EDGE
DISTANCE I�-
E—MB�EDMENT
1.750" I DETAIL N
1 WINDOW INSERT
- -' PGT FLANGED WINDOW
(AWNING SHOWN), REFER TO
y ).—SEPARATE APPROVAL FOR
INSTALLATION REQUIREMENTS
Lo
=T 114" NUT & BOLT, 24" 0 N
1 - -L MAX. FROM EACH a IN
i
.__.__: END AND 24'MAX O.C. J cn (3)C) O
J
PGT FLANGED WINDOW
--�-� 1.750" (AWNING SHOWN),
1/4" NUT & BOLT, 24" REFER TO SEPARATE
MAX. FROM EACH END --� APPROVAL FOR
AND 24" MAX O.C. INSTALLATION
REQUIREMENTS
'� (� -- -
L. 1(7f
7.
DE•TFAIL Fb • _4REMOVE40%AZING LEG
INDO• • • Q"NDSW INSERT
WW INSERT • • • • • •
• • • • • • • • • • •
• •• • • • • • ••
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
•
• •
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
DETAIL O
WINDOW INSERT
6
EXTERIOR DETAIL Q
WINDOW INSERT
9/16" LAMINATED
114" ANNEALED GLASS STACK
9/16" LAMINATED
1/4" HEAT- —� GLASS STACK
STRENGTHENED-.
SILICONE
�-
i HOT -MELT BUTYL
STRUCTURAL`_'
GLASS �, 1
•
.090" SGP ANNEALED
GLASS
42;� �' GLASS
\✓
_,
GLASS
1!4" HEAT-
,pgp" pyg_ __ STRENGTHENED
/�
/�' •' GLASS
\42`
•t
l�
STRUCTURAL �— 1/4" NOM.
POLYISOBUTYLEN \
WITH DESICCANT y
SILICONE '• _
-�. 3/16" NOM.
FOAM—, �-
WITH
DESICCANT i -
PRODUCT ReVISF.D
„
ai io illg Cl g with the Florida
Building GKde
3/4" GLASS �`
BITE ��. f 401
3/4" GLASS - —
BITE \41J / 40
INT. GLASS -• /
y • / �j�
INT. GLASS
//���
.\we �rance IVn I�o-050� ,pq-."
30.E
(30�_////
}ilnin .dc1'rodi<rCun
GLASS TYPE A
GLASS TYPE B
/ '' '`EXT
�:�j/� . GLASS
�'-=
�.(l�. EXT. GLASS
O
(as)KODISPACE', 4SG TPS
(3?)SUPER SPACER`-"' NXT1M
^aa
N
O
cf)
o
r-1-3/i6'I.G.
h
O
2
alo0
11J
x 9/16" LAMINATED.-IGLASS STACK
Wir" LAMINATED GLASS STACK k~'7I - ALUMINUM
r.
--4
J
1/4"HEAT- '-i I GLASS STACK
_
STRENGTHENED �'
GLASS »%\5/16"NOM.
ST HEAT-
.090"SGP--_i- STRENGTHENED
± (42 }- �• GLASS
1!4' ANNEALED -�
GIASS`�: - -7/16' AIRSPACE
090' SGP •/ �' i/4" TEMPERED
- ,-GLASS
�(4P� L
REINFORCEMENT pOLYISO- -DESICCANT FILL AREA
/
�i"` BUTYLENE `� 5116" NOM.
% SEAL :1�'--
�b 7 ..yam, SILICONE SEAL
BUTYL&�, / ROLL -FORMED llll
DESICCANT y{j
FOAM j-.��c/�/^/ STAINLESS STEEL ���////
1
O
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U' N N
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CD
�8
0
(n
-U
W
Q
J
O
M
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3/4" GLASS / a -�
BITE 4\4✓ � `—; 40)
—
3/4' GLASS / W'11'1_�
BITE l�1? ' 0�.
/INT.
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• • •• • • • ' '
--
NOTES:
• • • • • t f •
• • • • • • • • •
1. GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED
SIZES.
•
'PVB' _ .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC.
• • • • • • • . • •
004 • • • • •
A. LVNN MILLER, P.E.
"SG" = .090' SENTRYGLASS INTERLAYER BY KURARAY AMERICA, INC.
P.E.R 58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ASSEMBLY DETAILS
ALL DETAILS SHOWN FROM THE EXTERIOR
FOR CLARITY,
ANCHOR PLATE
C1/ fti-
SHOWN
FOR CURVED OR ANGLED
HEADERS,CORNERS,.' HORI
MAY BE WELDED
C50�
VV;�11
EXTERIOR
L,
5.000'
.969'
1.993' I 1_01. II 4125" 25"
094'
Tj JJ2.750' 11
.094"� 1.750" .454'
osa'
FRAME HEAD. (D GLAZING
SILL & JAMB ADAPTER
4A92' --�i + 2.908" --►I I+- 2.185' 1.462"
.094"
1 iL I 1 I ....
1 1.121" 1.121' 062 121'INIJ�I
� FLAT .3a2 I / BENDABLE
C') Cb�BEADINGA `6JBEADING6 � BEADING
SNAP COVER
— 5,000" 1
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094"17501.653"FN—DA-7
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ANCHOR
BLE
J CHANNEL %,BEHEAD & JAMB
Part
Drawing
Description
Material
1
19501
Frame Head, Jamb & Sill
6063-TS At—.
2
19502
Glazing Adapter
6063-T9 Akan.
3
19505
Flat Snap Coer
6083-TB Alm.
4
19509
Alumin= Reinforcement
6063-TS Akan,
5
19503
Beading A
6063-T6 Akan.
6
19504
Beading B
6W3-T6 Alm.
7
19573
Bendable Beading
6063-T6 Alum.
8
19571
Anchor Channel
606346 Akan.
9
19572
Bendable Frame Head and Jamb
6063-TB Alan.
10
19532
Steel Reinforcement
A36 Steel
30
1652
Setting Block 3/19' x 7/16' x 4', Duro = 85 +/.5
EPDM
31
1704
IG Setting Block 3/16' x 1-3/32' x 4". Dum - 85 +/-5
EPDM
36
Kommering KodiSpace 4SG TPS Spacer System
(:40 nex Super lacer with Hot Malt Butyl
See Sheet
15 for
30
• •
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Material.9
ni al E S r
4
131
az G s Beading ro. = 65 +/S
EPDM
•4•
eum
Glrting G#ake*Gw" Los. Duro. - 80 +/-5
sonteprone
42
Sillcone Beckbeddirg: Dow 791, 995. GE7700
50
712X112
#12 x 1-112" Hex Washer Scww. Aa—bly
Stainless Steal
51
1 76B58
06 X 1-Stir Bugle Head Ph. Screw. br C"d Beading
Stainless Steel
NOTES: • • • • • • • • •
• • • • • • • • • •
1. PARTS 11-29, 32-35. & 43-49 ARE NOT USED AND ARE NOT PART OF TjilS APPRCW4bl.. • • • • •
2. SEE SHEET 11 FOR PARTS 4 & 10. 900 • • • •
•
•
• •
• •
•
• •
•
•
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• •
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COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
N
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.miamidade.gov/economy
CGI Windows & Doors, Inc. (�
10100 N. W. 25" Street U U / U
Miami, Fl. 33172
VeAut
SCOPE:
ThisNOA is being issued under the applicable rule g 1 ter ii the use of construction materials. The
documentation submitted has been reviewed and ac • e g ade unty RER-Product Control Section to
be used in Miami Dade County and other areas where allowed byh rity 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 161dingCgoclle, •
.. ...........
including the High Velocity Hurricane Zone. ....
DESCRIPTION: Series "160 Sentinel" Aluminum Oufswing glazed'Doors w/wo Sidzlites of.MI— • � • • • •
.... .... . .
APPROVAL DOCUMENT: Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Out*wi�rl,g Doors�;.&C8ts 1 their...
of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and Imtr led on AW005, 20}S; •.
Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Controt Revision stmrpwvith the • • • • • •
Notice of Acceptance number and expiration date by the Miami -Dade County Product Co* (%&:Dtion. • •
. . . . ......
MISSILE IMPACT RATING: Large and Small Missile Impact 1 a : • •
Limitations:
1. See Design Pressure ratings single and double doors in sheets 1 & 2 , single sidelite in sheet 3 and door mullion
in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly.
2. See glazing option in sheet 5 and locking hardware options in sheet 9.
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 # 13-0226.06 consists of this page I 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.
MIAMMADE COUNTY
NOA No. 14-1015.04
Expiration Date: August 08, 2018
Approval Date: August 13, 2015
Page 1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below)
2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of I 1 of 11,
inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015,
signed and scaled by Javad Ahmad, P.E.
B. TESTS (submitted under file 413-0226.06)
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 out w/
sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated
02/11/2013, signed and sealed by Henry Hatem, 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 20344• • * • • • • •
Along with manufacturer's parts and section drawing marked -up drawings' fttttninum'Sidelites, • • • • %
issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample ")*crated 04/1b/2015, :....:
signed and sealed by Ramesh Patel P.E •
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying witVFBC-2'U1.4 (51h
Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 01*%19 T i and last r, vised on• •
AUG 04, 2015, signed and sealed by Javad Ahmad, P.E.
. ......
2. Glazing complies w/ ASTME-1300-02, -04 and -2009. • • • • • •
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 Sentry Glass ® Interlayer", expiring on 01/14/17.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16.
3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on
12/11/18.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance and addendum letters, as part of the above referenced test reports.
G. OTHER
1. This file NOA revises # 13-0226.06, expiring 08/08/18.
2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER.
ltyk��` (r� A
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 14-1015.04
Expiration Date: August 08, 2018
Approval Date: August 13, 2015
E-1
37-1/4'
72"
DOOR FRAME WIDTH
DOOR FRAME WIDTH
2 ANCHORS 6' MAX
TYPE 'A', 'B' OR 'C'
SEE CHART FOR QUANTITY
6" MAX.
ORNERS
f(A
HEADSILL
AT STILE ENDS CORNERS
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0
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-TYPICAL ELEVATION
( X )
DOORS LOAD CAPACITY - PSF
— -3 SINGLE DOORS (X)
' DOOR DIMS.
_� LAM. or INSUL-LAM.
FRAME
LEAF
FRAME
fl EXT.(+)
INT.(-)
WIDTH
WIDTH
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96"
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FALSE MUNTINS
AT STILE ENDS
MAY BE USED
�19N7_1��a�1_�IPL`
DOORS LOAD CAPACITY - PSF
DOUBLE (XX)
DOOR DIMS.
LAM. or INSUL-LAM.
FRAME
LEAF
I F E•
• • •
w
1
WIDTH
WIDTH
HEI
72'
35' -
9
NOTE:
VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED.
NOTE:
FLUSH BOLTS AND LOCKS MUST BE
ENGAGED TO HEAD AND SILL DURING
PERIODS OF HURRICANE WARNING.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
RAMT EXT.(i) T•fi • • •
•• ••• •• • • •
HEAD ANCHORS AT STILE ENDS
QUANTITY CHART
ANCHOR TYPE
SHIM
'A'
'B'
I 'C'
1/4"
4
4
4
3/8"
6
6
1
6
1/2'
7
7
-
/RODUCTREVI9ED
a g4l ej.ur The norV.
mbb
SERIES SENTINEL 160
ALUMINUM OUTSWING DOOR ]Y/ SIDELITES
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELITES.
SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR.
SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES.
SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES.
SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY.
THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY
CHARTS WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
1BY OR 2BY 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 CURRENT FLORIDA BLDG. CODE.
• ••• • • • •••
DOOR Q L.O.:DIMS. • •
D.L.O► HEIGHT = ORAME NEIOHTr- 42.415"• •
D.L•U• JWIDT� �( DOORS) *= *RAMIE WIDTH • 13.7Y"
D.L.O. WIDT (XX DOORST = (FRAME WIDTH - 2t)/2
DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT
SHUTI�gS•AR: NOT IiEQ JRES. • 0 • 0
• •• •• • • • •• ••
••• • • • ••• • •
CIVIL
FLA. PE If 70592
JCA. 38
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drawing no.
W13-01
sheet 1-of 11
37-1/4-
DOOR FRAME WIDTH
2 ANCHORS
6" MAX. 3„ TYPE A', B' OR 'C'
HEAD/SILL AT STILE ENDS
CORNERS
Y I "'1111 fffl I
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TYPE '8'
AT STILE ENDS
72"
DOOR FRAME WIDTH
6" MAX. SEE CHART FOR QUANTITY
HEAD/SILL A
CORNERS
1
/I
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SURFACE APPLIED
MUNTINS
AT STILE ENDS MAY 8E USED
TYPICAL ELEVATION FOR 3 HINGE DOOR
( XX )
NOTE: SEE SHEET 1 FOR DOOR CAPACITIES • • • • • • • • • • • •
• •• • • • • ••• •
•• ••• •• • • • ••
HEAD ANCHORS AT STILE ENDS
QUANTITY CHART
ANCHOR TYPE
SHIM
'A'
'8'
C.
1/4"
4
3/8"
6LLIA
I/2"
7
s
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'
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•••
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•
•
•
• •
•••
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CIVIL
FLA. PE f 70592
I
\
CAN. 3538
j
Jrowing no.
W 13-01
... . . . . ... . .
. . • • • . . • • •
. •• •• . . . •• ••
... . . . ... . .
DESIGN LOAD CAPACITY - PSF
SIDELITE
WIDTH
INCHES I
SIDELITE
FRAME
HEIGHT
INCHES
STATIONARY PANEL (0)
(SEE NOTE BELOW)
EXT.(+)
INT.(-)
24
30
33
36
37-1/8
39
42
84
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
77.6
77.6
73.8
73.8
68.6
68.6
24
30
33
36
37-1/8
39
90
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
77.6
77.6
73.8
73.8
24
30
33
36
37-1/8
96
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
77.6
77.6
6"
m 0
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144• MAX.
72" 36"
DOOR FRAME WIDTH SIDELITE
I I I I I I I I I c l l I I I
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SEE CHART FOR QUANTITY
HEAD ANCHORS
AT STILE & MULLION ENDS
QUANTITY CHART
ANCHOR TYPE
SHIM
'A'
'B'
C.
1/4"
4
4
4
3/8"
6
6
6
1/2"
7
7
-
II
II
II
II
u
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II
II
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-
FASTENERS SAME LOCATIONS
AS ANCHORS SHOWN ON
SHEETS 1 & 2
II
11
II
-
n
II
co
co
II
II
II
II
II
II
I I
BU
31 1/8" 23 1/2" 23 1/2"
D.L. OPG. D.L. OPG. D.L. OPG.
4 ANCHORS
TYPE 'B'
TYPICAL ELEVATION AT STILE AND
MULLION ENDS
( OXXO )
SIDELITE OPTIONS
4mW
33 W
' 00
31 1/8" `�
D.L. OPG.
SURFACL APPLIEU
FALSE MUNTINS
MAY BE USED
PRODUC f REVISED
a• ool•plyl•Q wltY Ole Florida
wI+I•a code
Acecpta•ce No ILi -IOt3'
LapklI del•• D•Ic 9 /G
••
•••
• • • • • ••
�
�
• • � SIbELRE S.L.S. DIMS.
•
• •
• • Dh.O:HE;W: = fiRAME HEIGHT - 12.875"
•
• D.C.QIWISTH�= SIDLRITE WIDTH - 6" STAND ALONE SIDELITE ONLY
• •
• •
•
D.L. WIDTH = MELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY
En9r. JAVAD AHMAD
• •••
• • s •••
CIVIL
FLA. PE 170592
•
•
• • • • • •
CA 3538
•
•
••• • • • • •
.
•
• •
• • • • • • • •
•
• •
• • • • • • •
• • •
•
• • • •
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•••
•
• • • ••• • •
•
• •
• • • • • • •
•••
•
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2
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drawing no.
W13-01
DESIGN LOAD CAPACITY - PSF
SIDELITE
WIDTH
INCHES
DOOR
LEAF
WIDTH
INCHES
SIDELITE
FRAME
HEIGHT
INCHES
SIDELITE TO DOOR MULLION
(SEE NOTE BELOW)
EXT.(+)
INT.(-)
24
30
33
36
37-1/8
39
42
35
84
80.0
80.0
80.0
80.0
80D
80.0
80.0
80.0
77.6
77.6
73.8
73.8
68.6
68.6
24
30
33
36
37-1/8
39
35
90
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
77.6
77.6
73.8
73.8
24
30
33
36
37-1/8
35
96
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
77.6
77.6
OOJ
LEAF WIDTH
FH DOOR FRAME WIDTH
SINGLE (X) 37" MAX.
DOUBLE (XX) 72" MAX.
SIDELITE TO DOOR
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
1, SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM
TABLES ON SHEET 1.
2. SELECT LOWER OF SIDELITE TO DOOR MULLION
CAPACITY FROM TABLE ABOVE.
3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY
TO ENTIRE SYSTEM.
I
f
DOOR
}FRAME SIDELITE
I WIDTH WIDTH
J
- C
DOOR DOOR DOOR
c-11- FRAMr CIn FI ITC FRAME
WIDTH
WIDTH
WIDTH
/
-
H
J
C
WIDTH ,
WIDTH
WIDTH
/
\c
J
\
/
�`XO) ( OXO) ` ( XOX )
OX)
SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE
WIDTH WIDTH WIDTH WIDTH WIDTH
iWj
MULLION / S XKo 3 �DODR STILE
ENO ANCHORS J ll END ANCHORS
SEE SHEET 3 SEE SHEET 1
/i
'!i
( OXXO )
ll�
�Y
U
o
I
Z �
%
W
I
a
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0 v
V 'o
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3
a mZZ
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a
d
c
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N
rn
N
N
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5
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OF
LL
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L
y
�J
6
V = ( p
V3
^
O 7 n
1RODUC r REVISED
dC-PlYfAX w11h Ihr F7orm,
w0104
z
3
ZZt.J, N
Cnde
Acteplm�ce Noll-1-I �11 •D4
3 0O • n
-
L>yirnHar 7hcte� 1 1 C
llwlr loduct Ca�trd
nip
_
U �
�--
NOTE:
o
GLASS CAPACITIES ON THIS SHEET ARE
g
g
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
d
<
m
o
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
En9r. JAVAD AHMAD
CML
2
j
p
M. PE / 70592
CAM
538
Xv
A
{l fin•-
drawing no.
W 13-01
V U
I
M
Q a J
F W ip 1
N 0
1
C O
O
J � U
OG a
0o, H p
�
O IL
O
3/16" TEMPERED GLASS
r 3/8" AIR SPACE
LL Z )
3/16" ANN. GLASS
3/16" HEAT STREN'D GLASS
} _ 3/16" ANNEALED GLASS
U
�1 �ZZ lMlVV_
f'.075"'Safle'x CP With PET Care
By ' Soflex CP With PET Core
By 'Eastman Chemical Co.'
.075" Saflex CP With PET Core
By 'Eastman Chemical Co.'
- By 'Eastman Chemical Co.'Co.Co.
.090" Saflex Clear And Color Glass
B 'Eastman Chemical Co.'
.OW Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
r.090" Soflex Clear And Color Gloss
r 11 By 'Eastman Chemiical. Co.', ,
Y
—INTERLAYERS
Kuroray SentryGlos
INTERLAYERS
.090" Kuraray SenlryGlas.090"
INTERLAYERS
` r
Kuraray SentryGlos
'Kuroray
J
M
_ .090"
By 'Kuraroy Americo, Inc.'
By 'Kuraroy Americo, Inc.'
By America, Inc.',
.090" Kuraroy Bulacite PVD
.090" Kuraroy Butacite PVB
'Kuraray
_ .090" Kuraray Butocite PVB
By 'Kuraroy Americo, Inc.;
S
K N
By 'Kuroray Americo, Inc.'
By Americo, Inc.'
C)
~3/16"
3/I6" ANN. GLASS
3/16" HEAT STREN'D GLASS
HEAT STREN'D GLASS+
O
SILICONE
DOW CORNING 995
SILICONE
It CORNING 995
SILICONE
DOW CORNING 995
MIODUf f REVISED
M
N o
DOW CORNING 899
rDOW CORNING 899
GE-1
DOW CORNING 899 r
GE-1200
�P4»t •U� w mria
v u'I umi
3:
w CE-1200
AababilegCepwis.No �� 0/ O
� N la ii ii \
\
� � N 14
a VNj 14
o
\ it
/
CMizellO
— M
XL EDGE SPACER
C—
m af \ / w \ SST.. STEEL BY 'CARDINAL'
OR
\\
DRRASEAL BY 'OUANEX'
O
i
SUPER SPACER BY 'OUANEX'
28 AT 1/4 POINTS
28 AT 1/4 POINTS
28 AT 1/4 POINTS
o
m
E
7/I6" LAM. GLASS
7/16" LAM. GLASS
1 OVERALL INSUL. LAM. GLASS
-
ES
_ _�'
GLA'LING OPTIONS r
a
L. u
o
• •
• •
0.11
• •
•
•
�'
•
•
•
•••
Engr. JAVAD AHAUO
CIVIL
�I
• •••
• •
• •
• • •
•
•
•
•
•
•
• •
• •
FLA. P If
CA 3538
0
1
drawing no.
W13-01
... .
. .
. .
• .
.
.
...
•
.
.
.
•
meet 5 or 1
• •. •. • . . •. ..
is
EDGE DIST. IBY WOOD BUCK
:. SEE OTE SHEET 1
_. CONCRGTE , . ..-"N, d.
2BY WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1
�,
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEVATIONS SEE ELEVATIONS
FOR SPACING FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE_ELEV. FOR_SPACING_ ^�
TYPE w= 1 /4" DIA ULTRACON BY 'ELCO' (Fu-177 Ksl, Fy-155 KSI)
INTO 2BY WOOD BUCKSORWOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
Fll-j/L4'_'MIN.
HRU 1BY BUCKS INTO CONC. OR MASONRY-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) EMBED INTO CONC. OR MASONRY (JAMBS). -�
TYPE 'B'- j14" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) R
MIN. LENGTH = 2-3/4" —_
DIRECTLY INTO CONC. OR MASONRY
`1-3/4" MIN., EMBED -INTO CONCRETE (HEAD/SILL) _ -j
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE _ _ _
`INTO CONCRETE AND MASONRY 2-1/2" MIN
INTO`WOOD STRUCTURE =014 Mtlf.• • • •- • • ••
INTO METAL STRUCTURE 3/4" Mgl. • •
• • • • • • • • • • •
WOOD AT HEAD OR JAMBS t v•MIIf • • • • • •
CONCRETE AT HEAD, SILL OR JAMBS fc = MOO PSI MIN • • •
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN.
ANCHORS MAY BE HEX OR iMi HEAD* • • • • •
• • ••• • • • • •
SEALANTS: • 0 • •
• • • • • •
ALL JOINTS AND FRAME •, • • • I.ON0tCTIONS SEALED "WITH • •
GE SCS2000 SILICONE SEALANT.
f
• • • • • • • VC DE'� AILS
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
!'l
Z
a
m =
go
QN
n Q
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
--------------------
jI MIAMI-DADE COUNTY APPROVED Ij
I� CLIPPED MULLION �I
II SEE SEPARATE NOA II
'��tSEE
NCHORS
ATIONS
FOR SPACING
C L
C
FIA. AN. PE 70538592
5
IROouc r REVISP.O
n e46pl11" with the Rod&
b•Ylq cak
Aaep.m
Crowing no.
W13-01
MAX.
YPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
3/8" MAX..
SHIM. .
CONCRETE
OR
MASONRY
TYPICAL ANCHORS •.
SEE ELEV. * ;
FOR SPACING:
0
w
0
w
ACTIVE LEAF
ACTIVE LEAF
O ,,e 3/8" MAX.
SHIM
�1BY WOOD BUCK
SEE_ NOTE SHEET 1
r� TYPICAL ANCHORS
SEE ELEV.
r r FOR SPACING
W ,
7 18
L. OPG. Z.
EXTERIOR
4F WIDTH 3 POINT LOCK
WITH DEAD BOLT
SEE SHEET 9
O3 POINT LOCK
r WITH DEAD BOLT
SEE SHEET 9
/ —FLUSH BOLT
INACTIVE LEAF
Le7�
O
M
Z n
O�
%
�
a
�h
If a
Og I
"
L1 LL
08 v
0'o
O
0 IL <
LLiU):
►RODUC E REVISED
r O.Uplywg wltY the m"
Q
h.Yiy C.•.
Aaep.ae No�;d�
r—�
Ebph•M.. Dote
mb"d rbJ* P s~ 9-mu.
s
J
M
..
q
D_
O
c�
I�
0 W .M_.
3/8" MAX.
,
Ow
0 1'-
�j
FH ODBUCK
(n N3 NTRUCTURE
TE SHEET 1
z
Z_ Z
3 O n
IF
0
U
I/
2
TYPICAL ANCHORS
7 7 SEE ELEV. rn S
FOR SPACING
19 O.L. OPG.
EXTERIOR
LEAF WIDTH
• • • • • • • • • c N
FRAME WIDTH T o o
• • • • • • • • • • •
Engr: JAVAD AHMAD I u
• ••• • • • ••• FLCCIVILCIVILn A. PE J 70592 0
• • • • • • • • CAN 3538
• • • • • • • • • •
a
drowing no.
A 06?015 W13-01
• • • DQO$ DETAILS'
• • • • • sheet 7 of 1
0 %•• •• • • • •• ••
• • • • • • 0 0
is
f
N
ICHORS
TONS
NG
3/8" MAX.. O
SHIM, .
CONCRETE
OR ;MASONRY
MATING JAMB FASTENERS
z 7 FOR LOCATIONS
SEE DOOR JAMB SPACING
ON SHEETS 1 do 2
EXTERIOR
DOOR FRAME WIDTH
37" MAX. SINGLE (X
72' MAX. DOUBLE (X
TYPICAL ANCHORS
4' LONG
SEE ELEV. APPLY SEALANT
FOR SPACING BEFORE MATING
•• ••• • • • • • ••
NOTE: LIMIT SHIM 14MET4 S}lUjUR•E �T 1j4S T8•3/8"
•• ••• •• • • • ••
• •••
•
• • •••
CML
FU. PE 70592
•
•
•
• • • • •
C.A.N. 538
•
•
• • •
• • • • •
•
• •
•
• • • • • • •
•
••
• • • 000 ••
•••�
i J 2U15
DETILS
A
• • •
•
•
•
•
•SD�ZE•
_•
•
• •
•
• • • • • •
•
••
••
• • • •• ••
•••
•
•
• ••• • •
0-RDDUC f NEVFSEO
r e PIP 02 wIN tw r d&
YW6,c.& ,- - -
m�V
Z
O_ yyy
Fg g iG
O o
C LL
O� e
� r
C a o
a
0,,3�EI
LLZu3S�` o
saA(NI�u
Q . I V
n _
� � c
Z
o n
drawing no.
W 13-01
BILL OF MATERIALS
FXTRHSIF] NS
I nr.KTN , HARDWARE
C`Z`DC 1.)C
v ITEM I'.
_ PART Na
DESCRIPTION
_ REDS
T8
1 14 X 3/4' HEX HEAD TEKS - MILLION ATTACHMENT
19
A 6 X 112' PAN HEAD SMS - ASTRAGAL ATTACHMENT
12' FROM ENDS
20
110 X 1 1/4' PH SNS - ASSEMBLY
3 PER CORNER
�y■nL1iym0
CODE
PART Na
DESCRIPTION
MATERIAL
RANUF,
REMARKS
M18
XC-1947
FRAME GASKET
FOAM
AMESBURY DREOUIV
N6
32084
,350 FOAM GASKET
FOAM
AMESBU.RY OR EOUIV
F
M5
V33321NG
.187 x .320 VEATHERSTRIP PILE V/ CENTER FIN
VOOL
ULTRAFAS OR EOUIV
M8
V3332ING
.187 X NO HIGH PILE V'STRIPPING
VOOL V/ FIN
ILTRAFAS OR EOUIVp
M9
CH-108-1
HINGE (4 112' X 4')
ALUMINUM
CGI-CUSTOM
7T��g
IIZr-x /2VIH a,
25A
AID
AB800-US32D
HINGE (4 1/2' X 40)
BRASS
HAGER
I2-21x /2 MS)
258
MII
A1800-US3
HINGE (4 112' X 4')
_
S/S
HAGER
IM-1iz1D/2V R)
CGI-382V
GLAZING BEAD BULB
VINYL
CGI-CUSTOM
9M7
3/8'-16 FULLY THREADED ROD - SECURED VITH 3/8' HEX HUT
ZINC PLATED
SETTING BLOCK (2 PER LITE)
EPDI(
I
DUROMETER 8015 SHURE A
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
. . ... . . . . .
. . . . . . . . . . .
. .. . . . . . . .
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
�
1
v
S
m
of o
Or C
OLL)
o
� N
6
(I) t; h
^
O
IRODUC f REVISED
[J
N
Z Z 4 N
3 o
M
s co"PlyhB with the FWWA
h.ldlay Code
.-.
U O ¢ w
AKeKNo
f.Ata4rt11�. O.te
nf-17TTT
�-
Y,
n
igr. JAVAD AHMAD c n o
CIVIL n
FLA. PE
A.N. 538 92 o b
s
015 dW1Hng no.
3-01
Bolt
Assembly
R
Rod
Wheel Conneotior
Wheel
Keyed
Clfindn
ToJpisee
il
Wheel Cli
CGI CUSTOM
3-POINT LOCK
Bolt Assembly
Assy.
Deodboll Assy.
Bolt
Housing
flushh
Tip
SMS
jB s 1/2" PH MS
Flushbolt
Aetivntor
TOP SECTION SHOWN
(BOTTOM SIMILAR)
Flushbolts (Inactive Panel)
Top & Bottom
•• ••• • • • • • ••
• •• • • • • ••• •
. . ........ .
. .. ... .. ..
\
�
en
P
N
I
N
Owl N
i
O ry n
oCf
o
N
V
w =
N o
Vi N r 2
N
/RODUCf REVISED
E�E
Z Z
r a.�Ily* w11Y 14 F7orYs
o
O
(L
Acm;"""noiy_/al r.�%
�
M
C�Oa
rsf .wk • Dete4 }gJi !b
Mgr: JAVAD AHMAD I t o
0
FLA. PE / 7 92 0
CA.N. 53 u
UUU1'
UG 0 5 1
dW113-01
• •• •• • • • •• ••
3.825
125
.750
1- 1.590
.100
O DOOR FRAME HEAD/SILL
t2 FRAME COVER
1.587
1.62 06
13 SILL COVER
.465 �^-
.075 I t.063
O
SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER
L.326 1
13562
070 ,625
.805 �•245 I _�
f•� 1.622
1.060
O
1s ASTRAGAL ADAPTER SHEAR BLOCK
1.810
�125 F
120 -
.oeo
4.000
500 .125
O
DOOR FRAME JAMB
O
SIDELITE FRAME JAMB
O TOP & BOTTOM RAIL
5.500 F- 1
.080 6
1.828 1.440
4.495 �I
O HINGE & LOCK STILE
1.50�-�{ �.185
�I�JJM .115
15
SHEAR BLOCK PLATE
1.061
.250
.080
M20 4.000
05
1.465
-1 .870
O
SIDELITE MATING JAMB
�.675
• 181P • • • • •
GLASS STOP (LAM. GLASS)
•-Vi[-.120• • • • • •
• 995 .050 • • • • • • •
te • • •a • • •
1.184
14
GLAS�STQP (IN:UL.0 Up. *("SS: �
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
►RODUC t HEWSED
x �M1'�t •11h iM Flo
4 ds Cad•
=c No
6 }4alr D�It
g x
Ih�•M Cytral
_ x
., a z
En JAVAD AHMAD
9` cmL 4
n FIA. PE 38 0 ..
CA.N. JB �, a
[ .. 6 o
i 20111 drawing no.
W13-01
m.
zo
ASSEMBLY FASTENERS TO BE INSTALLED
PRIOR Tn .iniNiNr MATING JAMBS
DOOR FRAME TOP & BOTTOM CORNER
LEAF TOP & BOTTOM CORNER
HOLE
SIDELITE JAMB CORNER
TOP & BOTTOM
-4
M
• •• • • • • ••• •
•• ••• •• • • • ••
zo
ASSEMBLY FASTENERS TO BE INSTALLED
PRIOR TO JOINING MATING JAMBS
SIDEIITE MATING JAMB CORNER
TOP & BOTTOM
• ••• • • • ••• FLA PE
• • • • • • • • CAN.
• • • • • • • • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • 006 0 •
110
1@
fa�V
z h
N
09 IL
�a
oG <
v
a
0
C
Q W :k
LLzln_
Q Z.
5s '�
25 Q' o
c� O L
Owe
o Ad
(n N 2
3 04
•- O . M M
O 3 N
Zz_j
O n
8 p Q J
� n c
o
I m
o n n
o � �
drawing no.
W 13-01
MIAMI-DADS MIAMI—DADE COUNTY
ODUCT CONTROL SECTION
DFPAR'TrYIENT OF REGULATORY AND ECONOMIC REP11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION UP
W786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
CGI WINDOWS AND DOORS, INC.
10100 NW 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 matefial fails to
perform in the accepted manner, the manufacturer will incur the expense of such ttstiag and tht AHJ may • •..
immediately revoke, modify, or suspend the use of such product or material within their jourisdiV18A' gRER • •
reserves the right to revoke this acceptance, if it is determined by Miami -Dade .gC4untY Product'Control • • goes
Section that this product or material fails to meet the requirements of the applicable bViWing code.• •' • ....
This product is approved as described herein, and has been designed to comply vtitb.0 Florit1a..ntlding .....
Code, including the High Velocity Hurricane Zone. • • • • • • .... • • •
DESCRIPTION: Series "Sentinel 15b" Aluminum Sliding Glass Door w/ wo Rreln4cemen#s ......
APPROVAL DOCUMENT: Drawing No. W10--31 Rev L, titled Series "Sentinj 15,0Alum Slidini Glass ••
b Al -Karoo Corporation, dated 05/20/1Q and la irra4aed one**'*'
Door", sheets 1 through 28 of 28, prepared y q p � +�
01/11/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade Eoui4 Projyipt C;ontrol�•••.:
Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dad8.:ounty •
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Pocket wall is not part of this approval and to be reviewed by AHJ.
2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing and the max. allowable
panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower
capacity shall controls for the entire assembly.
3. Max shrtn not to exceed'/z" at Head/jambs & %2" at Sill (w/ High strength poured & hardened grout). The
Sill to be installed w/ anchor type B-2, directly into cone.
4. Design Pressure (DP) limited to +/- 60 psf when utilizing 90 and 135 degree corners.
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 put -poses 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
NOA No. 15-0619.06
MIAMI•DADE COUNTY Expiration DatF_Siptemlie_r22, 2020
Approval Date: April 28, 2016
Page 1
MIAM1•DADE MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) l 1805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www miamidaae.�ovlecouo�
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. 14-0627.15 and consists of page 1, this page 2 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.
......
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......
....
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....
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NOA No. 15-0619.06
C==
Expiration Date: September 22, 2020
�1i�Approval Date: April 28, 2016
Page 2
CGI WINDOWS AND DOORS, INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door",
sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and
last revised on 01/11/16, signed and sealed by Javad Ahmad, 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) Small Missile Impact Test per FBC, TAS 201-94
5 Cyclic Wind Pressure Loading per FBC TA' ;Oo-94 0 "•
Y g
6) Forced Entry Test, per FBC, TAS 202--94 ...... •,,. •. • •;
along with marked -up drawings and installation diagram of 8`M6i, Alum SGD w/ .
Pockets & 135' and 90' corners, prepared by Architectural TeS tftg Jnc., TestrReport:"0
No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed 4y foseph • • • •
...... .. . .....
A. Reed P.E. of so•
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per.MC TAS 2,02-94
2) Large Missile Impact Test per FBC, TAS 2;1-14: •
3) Cyclic Wind Pressure Loading per FBC, T$S 203-94 :0 • * * * .
along with marked up drawings and installation diagram of a series 7500FW'Viityl •
Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer,
DurasealO and Super Spacer insulating glass spacer, prepared by Certified Testing
Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by
Ramesh 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 7400PO Vinyl
Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB
interlayer, Durasealt and Super Spacer® insulating glass spacer, prepared by
Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15,
signed and sealed by Ramesh Patel, P. E.
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 238 Aluminum
Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer,
Jorge M. Plasencia, P. E.
P od let Control Unit Supervisor
NOA No. 15-0619.06
Expiration Date: September 22, 2020
Approval Date: April 28, 2016
E-1
CGI WINDOWS AND DOORS, INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (continued
Duraseal® and Super Spacer(V insulating glass spacer, prepared by Certified Testing
Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by
Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by
Ramesh Patel, P.E.
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, TAS ZQ2.9.4 • ....
along with marked —up drawings and installation diagram of 6-pauol"lum S"Q•w/
Pockets & OXXX, prepared by Certified Testing Laboratories, TesbReport No..
CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively' bbt4 sign�dvrf
sealed by Ramesh Patel, P. E. 0000 ' •"
(Note: These test reports have been revised by an addendum left meted 0912?1i4,
issued by Certified Testing lab.) ......
(Submitted under previous NOA# 14-0627.15) •
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-24 . •. •
2) Uniform Static Air Pressure Test, Loading pet 1FBC TA92t1,244
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 marked —up drawings and installation diagram of Alum SGD, prepared by
Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July
30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-
0119.04/11-1031.05)
along with marked —up drawings and installation diagram of Alum. SGD (OX)
prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18,
dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E.
(Submitted under Previous NOA #13-1121.081#12-0821.16)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, conformance to, complying
with FBC-2010 and with FBC 51" Edition (2014), prepared by Al—Farooq
Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300- 09.
Jorge M. Plasencia, P. E.
roduct Control Unit Supervisor
NOA No. 15-0619.06
Expiration Date: September 22, 2020
Approval Date: April 28, 2016
E-2
CGI WINDOWS AND DOORS INC
Q
E.
F.
G.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for
their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated
06/19/14, expiring on 12/11/18.
3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA)
"Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 06/2N21.
00
It. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameripa,1%. for their • • • • • •
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 11/11/16.
STATEMENTS �••• 0000 ;••••;
1. Statement letter of conformance to, complying with FBC 5ch *NdiNon (261-4 , -and of ....
no f nancial interest, dated 02/)4/165 signed and sealed by Javatl rd,ht�ad, P• • • • •' • • . Ei
2. Laboratory compliance statement, part of above referenced test'repo'rts.
OTHERS •
1. Notice of Acceptance No. 14-0627.15, issued to CGI Window p and Doe", jtT. for: • • •
their Series "Sentinel 150" Aluminum. Sliding Glass Door w/ wo Reinforcen'i0nts —
L.M.I., approved on 03/05/15 and expiring on 09/22/20.
2. 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.
3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq 1. Chanda, P.E.
4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014,
signed by Manuel Perez, P.E., test proposal # I I-1225 dated DEC 16, 2011 signed by
Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-
mail test proposal dated 07-19-2010, approved by BCCO.
(Submitted under previous NOA# 14-0627.15)
E-3
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 15-0619.06
Expiration Date: September 22, 2020
Approval Date: April 28, 2016
THESE DOORS ARE RATED FOR LARGE & .SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES SENTINEL 150 ALUMINUM SLIDING GLASS D00
DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON
DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING
MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS.
APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED
BY BUILDING OFFICIAL.
THIS PRODUCT SEDESIGNED
REQUIREMENTS OFTHE20114(5TH EO T ON) TESTED FLOR DA BUILµDINGCITH E ODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
TOTRANSFER26 RLADS WOOD
SUCKS
13STRUCTURE,
ANCHORS UST BE ANCHORED PROPERLY
0
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
COME oINTO uCONTACT Tq ATHE WIT OTHERFLORIDA DISSIMILAR
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••• • • • ••• • 0
POCKET CAVITY NOT BY CGI
NOT PART OF THIS NOA
TO BE RENEWED BY AHJ
PRODUCT REVISED
as complyinp with the Florida
Building Code
NOA-No. 15.0619.06
Expiration Date 09/22/2020
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CODE
PART No.
DESCRIPTION
MATERIAL
MANUF.
REMARKS
EI
CGI-183
FRAME SILL 2 TRACK
6063-T6
CGI EXTRUDER
E2
CGI-t51
FRAME JAMB 2 TRACK
6083-T6
Cot EXTRUOER
-
E3
CGI-186
FRAME HEAD 2 TRACK
6063-T6
CGI EXTRUDER
-
E4
CGI-153
EXTERIOR INTERLOCK
80B3-TS
CGI EXTRUDER
-
E5
CGI-154
INTERIOR INTERLOCK
6083-T6
_ CGI EXTRUDER
-
E6
CCI-155
MAIN STILE
6063-TG
CGI EXTRUDER
E7
CCI-I56
TOP & BOTTOM HORIZ
6063-T6
CGI EXTRUDER y
-
EB
CCI-157
SILL RISER
6063-T6
CGI EXTRUDER
-
E8.1
CGI-181
ALT. SILL RISER(OPTIONAL)
6063-T6
CGI EXTRUDER
-
E9
CCI-158
INTERKIR TRACK ASTRAGAL
8063-TO
CGI EXTRUDER
-
EIO
Cq-159
INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8'
6063-T6
CGI EXTRUDER '
Etl
CCI-182
FRAME SILL 3 TRACK
6063-T5
CGI EXTRUDER
-
E12
CGI-161
FRAME JAMB 3 TRACK
6063-T6
CCI EXTRUDER
E13
CGI -185
FRAME HEAD 3 TRACK
6063-T6
CGI EXTRUDER
-
E14
CGI-186
OUTER TRACK ASTRAGAL
6063-TB
CGI EXTRUDER
E15
CGI-•170
POCKET HOOK
6063-T6
CGI EXTRUDER
-
E16
CGI-121
7/16' GLASS GLAZING BEAD
6083-T5
CGI EXTRUDER
-
E17
CGI-123
1" GLASS GLAZING BEAD
6063-75
COI EXTRUDER
-
E18
CGI-153A
EXTERIOR INTERLOCK (OPTIONAL)
6063-T6
CGI EXTRUDER
-
E19
CGI-154A
INTERIOR INTERLOCK (OPTIONAL)
6063-TS
CGI EXTRUDER
-
E20
CCI-155A
MAIN STILE (OPTIONAL)
8063-T6
CGI EXTRUDER
-
E21�
CGI-156A
TOP & BOTTOM HORIZ (OPTIONAL]
6063-T6
CCI EXTRUDER
-
E22
CGI-156A
-
ASTRAGAL (OPTIONAL)
6063-T6
CGI EXTRUDER
-
E23
CGI-168A
OUTER -TRACK ASTRAGAL (OPTIONAL)
6063-T6
CGI EXTRUDER
-
E24
CGI-180
DECORATIVE SILL COVER (OPTIONAL)
6063-T6
CGI EXTRUDER
-
E25
CGI-184
2, 3 & 4 TRACK FRAME SILL SCREW COVER
6063-T6
COI EXTRUDER
-
CGI-187
2, 3 & 4 TRACK FRAME HEAD SCREW COVER
6053-TS
CGI EXTRUDER
-
CGI-188
FRAME JAMB SCREW COVER (OPTIONAL)
6063-TS
CGI EXTRUDER
CGI-1028
FRAME HEAD 4 TRACK
6063-TB
CCI EX(RUOER
F._
CGI-1029
FRAME SILL 4 TRACK
6063-T6CGI
EXTRUDER30
FRAME JAMB 4 TRACK
6063-T6
CGI EXTRUDER
CGI-1057
FEMALE CORNER ADAPTOR (90')
6063-T6
CGI EXTRUDER
-
E32
CGI-1055
FEMALE CORNER ADAPTOR (135')
6063-T6
CGI EXTRUDER
E33
CGI-1059
MALE CORNER ADAPTOR
6053-16
CGI EXTRUDER
-
M1
CCI-382V
GLAZING BULB VINYL (OUROMETER 75-80 SHORE A)
PVC
-
-
M2
CGI-171C
FIXED PANEL CUP (2-1/2" LONG)
6063-T5
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3 ®FI%EO PANEL
M3
CGI-173
FXED PANEL SHIM
NYLON
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2 PER FIXED PANEL
MID
CCI-176
FRAME HEAD AMiUFT & PAD PILE
WOOL/NYLON
SULLIVAN
1 PER INTERLOCK/ASTR.
M11
W2320ING
PILE WITH CENTER FIN
WOOL
ULTRAFAS OR EOUN.
-
M12
-
BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH END
ALUMINUM
CGI EXTRUDER
4 PER BOTTOM RAIL
M13
TA-51
ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS
ST/ST
AMESBURY
2 PER OPERABLE PANEL
U13A
1984
ROLLER ASSEMBLY AT CORNER PANELS
ST/ST
AMESBURY
2 PER OPERABLE PANEL
M14
SGD-500
DUAL MORTISE LOCK
ST/ST
SULLIVAN
ATTACHED TO SGD-503
M14A
PSOI-0036-117
DUAL MORTISE LOCK
ST/ST
INTERLOCKS
ATTACHED TO M16A
M15
M15A
SGD-507
SCO-507H
KEEPER
KEEPER
ZINC
ZINC
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M16A
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RECESSED ADAPTOR
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OCKS
INST. wV•2 /1ryly f" •
M17
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HANDLE SET
ZINC
41ERLOCKS
-
M18
SM2300WH
HANDLE SET OPTIONAL
ZINCIVAN
PRUF
SEALANT
SILICONEE
EAMESSURY
- • •
PANEL TOP & BOTTOM DUST PILE
WOOL/PVC
SULLIVANOR EQUIV.
4 PER•PANEL• •
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42 ,350' REACH POCKET SEAL
SURY
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--
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SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS
TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT
MAIN STILE AT 40" FROM BOTTOM
SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117)
ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117)
ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH)
ZINC KEEPER (PART #SGO-507) (PART #SGD-507N)
DOUBLE LOCKS: REOD, AT 90' AND 135' CORNER PANELS ONLY
TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM
BOTTOM
SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141)
SECURED WITH (2) 10-24 X 1/2" FH SCREWS
BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED
CONNECTING BAR (PART #HD-3310142)
ZINC HANDLE SET
SECURED WITH (2) 6-32 X 1-1/2" OH MS
STEEL KEEPER (PART AHD-3310143)
SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS
• • ••• •
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• • • • • PRODUCT REVISED
• • • • • as complying with the Florida
• • • • • "dingCods
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15-0818.06
• • • • • • • Expiration Date 09/22/2020
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2.755
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3.000 .265 .125 3.000---�j a 0 W
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OUTER TRACK ASTRAGAL STILE 1.186
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POCKET HOOK (OPTIONAL) 741
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DESIGN WIND PRESSURE CALCULATIONS - ASCE 7-10
CUSTOMER COMPANY NAME:
AMERICAN GLASS & WINDOW
1700 WEST 8TH AVENUE
HIALEAH, FLORIDA 33013
PHONE: (305) 822-8877
STP�UCTURAL
•
REVI N �'�
App ...... ....
......
.... ....
...... ....
.....
.....
.. .. ....
. . .
PROJECT: ""%
......
......
Windows and Doors Installation at:
1204 N.E. 96TH ST.
MIAMI SHORES, FL. 33138
�.
o 71 43
AZT tTF
ON A1.��•``•
MANUEL MORALES, P.E.
" FL. REG. # 71643 C.A. # 30168
FACADE AND ENVELOPE ENGINEERING CONSULTANTS, LLC
1930 HARRISON ST. SUITE 204
HOLLYWOOD, FL. 33020
P: (786) 592-0181
E: MMORALESLFACADENVELOPE.COM
9/19/2017
11 DESING WIND PRESSURE CALCULATIONS - ASCE 7-10
Client: AMERICAN GLASS & WINDOW. 1700 WEST 8TH AVENUE. HIALEAH, FLORIDA 33013
` Job: 1204 N.E. 96TH ST.. MIAMI SHORES, FL. 33138
Design Pressures have been determined in accordance with ASCE 7-10 based on the following criteria:
Building Category:
II
Exposure Category:
D
Enclosure Type:
Enclosed
Building Mean Roof Height (Ht):
25.5
ft.
Minimum Building Width:
56.3
ft.
���� ,1"�����
�����.4
Roof Slope:
0.25
:12
1.2
Deg.
M
?••
Basic Wind Speed (V):
175
mph
��� �C E
4P•••F�+ice
••.
ASD:
P=0.6w
�• �'
Kd:
0.85
No 71
43
Kz:
1.13
Design Velocity Pressure; q:
0.00256 •
Kz • Kzt • Kd • VZ
�,p T
OF 2
�.
q:
45.18
psf
......
Internal
Pressure Coefficient; Gcpi:
± 0.18
���i, •• •• ` ' • •
Design Pressure; P:
q [(Gcp)
± (Gcpi)]
Notes:
1. Wind load calculations are based upon
a mean roof height
and tributary area as noted.
Contractdr•*f4l verify mdan roof '.
height in field and notify if higher than noted.
'
:...:. �• •
2. "END Zones" pressure are applicable
to openings that are within:
5.6
ft. of building
cornets.
:....:
Mk
Description
Width
Height
Trib.Area Zone
Conf.
GCp
Design Press.(psf)
(inches)
(inches)
(Sq.Ft.)
Max Min
Positive Negative
CA1a
CASEMENT WINDOW
36
48
12.00
5
X
0.89 -1.23
48.23 -63.92
CA2
CASEMENT WINDOW
36
60
15.00
4
X
0.87 -0.96
47.53 -51.60
CA2a
CASEMENT WINDOW
36
60
15.00
5
X
0.87 -1.20
47.53 -62.53
FWD
FIXED WINDOW
24
48
8.00
4
O
0.90 -0.99
48.79 -52.86
FW2
FIXED WINDOW
16
48
5.33
4
O
0.90 -0.99
48.79 -52.86
FW3a
FIXED WINDOW
36
48
12.00
5
O
0.89 -1.23
48.23 -63.92
FW4
FIXED WINDOW
60
63
26.25
4
O
0.83 -0.92
45.78 -49.85
FW4a
FIXED WINDOW
60
63
26.25
5
O
0.83 -1.13
45.78 -59.04
FW5a
FIXED WINDOW
36
24
6.00
5
O
0.90 -1.26
48.79 -65.06
FW6
FIXED WINDOW
26
24
4.33
4
O
0.90 -0.99
48.79 -52.86
HR1a
HORIZONTAL SLIDING WINDOW
96
48
10.66
5
XOX
0.90 -1.25
48.60 -64.66
HR2
HORIZONTAL SLIDING WINDOW
72
42
10.50
4
XO
0.90 -0.99
48.64 -52.71
SF1
STOREFRONT (D.L.O.)
53 7/8
66 1/2
24.87
4
O
0.84 -0.93
45.95 -50.02
SF2
STOREFRONT (D.L.O.)
45 11/16
114 1/2
36.32
4
O
0.81 -0.90
44.77 -48.84
SF3a
STOREFRONT (D.L.O.)
20 7/8
114 1/2
16.59
5
O
0.87 -1.19
47.22 -61.90
SF4a
STOREFRONT (D.L.O.)
21 3/16
114 1/2
16.84
5
O
0.86 -1.19
47.17 -61.81
SF5a
STOREFRONT (D.L.O.)
21 15/16
114 1/2
17.44
5
O
0.86 -1.18
47.06 -61.59
SF6
STOREFRONT (D.L.O.)
43 3/8
67 3/8
20.29
4
O
0.85 -0.94
46.59 -50.65
Page 1 of 2
Mk Description Width Height Trib.Area Zone Conf. GCp Design Press.(psf)
(inches) (inches) (Sq.Ft.) Max Min Positive Negative
SF7 STOREFRONT (D.L.O.) 45 11/16 42 1/2 13.48 4 O 0.88 -0.97 47.86 -51.93
SF8a STOREFRONT (D.L.O.) 20 7/8 78 1/2 11.37 5 O 0.89 -1.24 48.39 -64.26
SF9a STOREFRONT (D.L.O.) 21 3/16 78 1/2 11.55 5 O 0.89 -1.24 48.35 -64.16
SF10a STOREFRONT (D.L.O.) 21 15/16 78 1/2 11.95 5 O 0.89 -1.24 48.24 -63.95
SD1 SLIDING DOOR 108 96 36.00 4 XX 0.81 -0.90 44.80 -48.87
SD2 SLIDING DOOR 94 120 39.16 4 XX 0.81 -0.90 44.54 -48.60
SD3a SLIDING DOOR 72 84 21.00 5 XX 0.85 .-1.1E 4i48•••-60.4.1...
FD1 ALUMINUM DOOR 34 86 20.30 4 X 0.85 V.;4' 46.99". -50.65 '•
•
00900*
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Page 2 of 2