WS-18-3165Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Permit NO.: WS-10-18-3165
(a^
Permit Type: Windows/Shutters
lrR Classlfication: Window/Door Replacement
L fljt
Permit Status: Approved
Issue Dates 11/15/2018 I Expiration: 05/14/2019
Parcel Number
990 NE 97TH ST, Miami Shores, FL 33138 1132060143150
Contacts
TRACY YOUNG LE Owner
MELO CONSTRUCTION GENERAL Contractor
990 NE 97 ST
CONTRACTOR LLC
FERNANDO MELO
7405 SW 158 PL, MIAMI, FL 33193
Business: 3052513999
Other:7862273354
Description: NEW IMPACT WINDPWS AND SLIDING DOOR 2 Valuation: $ 10,000.00 Inspection Requests:
305-762-4949
SLIDING DOORS AND 14 WINDPWS
TotalSq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$6.00
DBPR Fee
$3.90
DCA Fee
$2.60
Education Surcharge
$2.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$6.50
Windows/Shutters Fee
$210.00
Total:
$335.00
Payments
Date Paid Amt Paid
Total Fees
$335.00
Credit Card
11/15/2018 $335.00
Amount Due:
$0.00
Building Department Copy
In considerat' n of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining t e to and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In pt' g t ermit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits ar r it d for EL TRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS A AVI i y that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulatin and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Owner / Applicant / Contractor / Agent
Date
November 15, 2018 Page 2 of 2
101
Miami Shores Village RECEIVED
Building Department OCT 16 4n'ia,,
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 CO
BUILDING
PERMIT APPLICATION
MIBUILDING ❑ ELECTRIC ❑ ROOFING
FBC 20 117--1-
Master Permit No. N S 1& Z O J'
Sub Permit No.
❑ REVISION ❑ EXTENSION [—]RENEWAL
PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1610
Occupancy Type:
OWNER: Name (Fee Sim
Address: cjqO
w
City:
Tenant/Lessee Name: _
Email:
Zip_
01If- "15I Is CL—Is the Building Historically Designated: Yes
Load: Construction Type: Ly Flood Zone: BFE: _
-7/11/',r a SIN IIAA / /—, -
e#:
NO
FIFE:
CONTRACTOR: Company Name: M-CI6 anftabli i Phone#:a(ZL71 3! L
Address: v
City: S te: Zi
Qualifier Name:f--ce-rimico
/ O Phone#- i
State Certification or Registration #: [ i Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#: _
Address: City: State:
i
Value of Work for this Permit: $ C01660 Square/Linear Footage of Work:
Type of Work: ❑ Addition Alteration New ❑ Repair Rep ace
u,n
Description of Work:
a - Sl i dirla /7Cbr5 - �'tD )A07C)S
Zip:
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ `JCIO
(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 law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature r
OVWER o AGENT
The foregoing instrument was acknowledged before me this
day of _ 20 lc4 by
who is personally known to
me or who has produced �S%.G as
identification and who did take an oath.
NOTARY
Sign:
i
Print:
GRISEL CARE JAL
4N` V
Seal: i° `�: Notary Public - State of Florida
c' • . 4 Commission # FF 195256
,�O� ; ,oa°o' My Comm. Expires Feb 3, 2019
Bonded throw t W yy FA
APPROVED BY
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of _ 20 1� by
G�'I?GV-ic J who is personally known to
Imo_
me or who has produced
identification and who did take an oath.
NOTARY
Sign: ! '
Print:
%` iinv n"e, L IS CARBA
Seal: ;% * Notary Public - State of Florida
• - Commission # FF 195256
% My Comm. Expires Feb 3, 2019
Bonded through National Nnrary Ace„
****************
Plans Examiner
Structural Review
as
***********
Zoning
Clerk
(Revised02/24/2014)
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).
Acknowledgement:
Qualifier/O r Sign re Date Print Name
10/9/2018 Property Search Application - Miami -Dade County
Ou"FFICE OF
w THE' PROPEROrY
Summary Report
Property Information
Folio:
11-3206-014-3150
Property Address:
990 NE 97 ST
Miami Shores, FL 33138-2569
Owner
TRACY YOUNG LE
REM ELIZABETH R SODERHOLM
Mailing Address
990 NE 97 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
2,611 Sq.Ft
Lot Size
11,500 Sq.Ft
Year Built
1950
Assessment Information
Year
2018
2017
2016
Land Value
$310,247
$310,247
$321,563
Building Value
$181,726
$181,726
$181,726
XF Value
$2,016
$2,028
$2,039
Market Value
$493,989
$494,001
$505,328
Assessed Value
$493,989
$494,001
$505,328
Benefits Information
Benefit Type 2018 2017 2016
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 3 PB 10-37
LOTS 1 & 2 BLK 77
LOT SIZE 100.000 X 115
74R-73102
Generated On : 10/9/2018
Taxable Value Information
2018
2017
2016
----------------
County
Exemption Value
$0
$0
$0
Taxable Value
$493,9891
$494,0011
$505,328
School Board
Exemption Value
$0
$0
Taxable Value
�$�493,98E9$494,001
$505,328
City
Exemption Value
$0
$0
$0
Taxable Value
$493,989
$494,001
$505,328
Regional
Exemption Value
$0 $0A$505,328
Taxable Value
$493,989 $494,001
Sales Information
Prevsous
Price
O Book -
Qualification Description
Sale
Page
a 9 e
_
Corrective, tax or QCD; min
04/06/2018
$100
30949-4944
consideration
04/04/2018
$600,000
30929-3608
Qual by exam of deed
06/16/2016
$0
30175-4828
Corrective, tax or QCD; min I
consideration
04/01/1974
$80,000
00000-00000
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
Notice to Owner - Workers' Com
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
nsation Insurance Exem
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes, Fla. Star. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if.
l . The officer owns at Least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the tninimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division,
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project, The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature: _: - T��
ner
State of Florida
County of Miami -Dade
1
The foregoing was acknowledge before me this day of / , 20 _
By— who is personally known to me or has produced
as identification.
Notary Public - State of Florida
Commission # FF 195256
My Comm. Expires Feb 3, 2019
i
VIC-LO CONST;tUCTION
GENERAL CONTRACTOR LLC
10/10/2018
State of
County of
12901 SW 133RD CT
MIAMI,FL 33186
TEL:305-251-3999
E: Info@melobuiIders.com
Before me this day personally pp ersonall a eared /-elzz"eG 4�o who,
being duly sworn deposes and says:
That he or she will be the only person w rking on the p oject located at:
9qd AJr 7 ���� ,
Sworn to (or of ' med) and bs�ri�j ed before me this/f%i/clay of •r'
20� by �t��i�
Personally know v +
Or Produced Identification
Type of idwrgi 1catian:Prod
�.��" vn'•.,
GRISEL CARBAJAL
Notary Public - State of Florida
Commission # FF 195256
My Comm. Expires Feb 3. 2019
Bonded through Natinnai NrMavGbca,
t, type or stamp name of
1
r
M IAM I•DADE
P
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
r,
DiJ'kXTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
ECO Windows Systems, LLC
9114 N. W. 106' Street,
Medley, FL 33178
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 re"e„jpodify, or
suspend the use of such product or material within their jurisdiction. RER reservers• the right to revoke'tht? •
acceptance, if it is determined by Miami -Dade County Product Control Section that thii.prp&ct or%ia.tonal fails td.
meet the requirements of the applicable building code. • • • •..
This product is approved as described herein, and has been designed to comply with the P4orida Buil-d njeCode, ; • • • •;
including the High Velocity Hurricane Zone. "''
DESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-I.DI, 0• •
APPROVAL DOCUMENT: Drawing No. W13-49 REV D, titled "Series- 700 Alum $L•lP' filass Door (L.M.I.)",.'
sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/ 13 and last-evised on J4";% 2018-, • • • : •
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Con;pj 4(rvisiori stamp with.'tjw. .;
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Secttb0.• • -
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design
pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from
charts applies to entire system.
2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame
area per FBC requirements.
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 #15-0612.05 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 Ishaq I. Chanda, P.E. `
NOA No. 18-0129.13
Expiration Date: March 20, 2019
Approval Date: March 22, 2018
Page 1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1 Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (see below)
2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)",
sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last
revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (Submitted under file #13-0912.02)
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 2Q3-94 :900:0
6) Forced Entry Test, per FBC 2411 3.2.1, TAS•207,94 0 • •
along with marked -up drawings and installation diagrams of Alum sltdh g Glass doors, ....:.
prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-748*datded 09/13y2013 a �i•••;
last revised on 02/ 10/2014, signed and sealed by Marlin D. Brinson, P. o *: • : • • • • • • •
Note: The above referenced test report has an addendum letter dated DEB• 10, 20 14, issued by . • •
Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test rejrrAuthor. • • : • • •...
C. CALCULATIONS 0 60 06:0•
1. Anchor verification calculations and structural analysis, complyi;4v�nth FBC 2014 (5t; ••;
Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revisetl r ]PEC 02,
2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I.
DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring
on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I.
DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass
Interlayers", expiring on 07/04/17.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5" Edition) and letter of no financial
interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad
Ahmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon,,P.E.
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0129.13
Expiration Date: March 20, 2019
Approval Date: March 22, 2018
E-1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)",
sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last
revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1 None.
D. QUALITY ASSURANCE ; • • • •
1. Miami Dade Department of Regulatory and Economic Resources TVZ1; P. .,
•
069VO ....
•
•
......
E. MATERIAL CERTIFICATIONS • • •' • • •
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., 11it;'4f6rnWtII.
DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear,4.*�q%or PVB lass
••;•�•
interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring oh 09/08/ t E .00.
• • • • •
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Americ4,•hio.;(former E.I.
• •
DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass 9 Intlerlayri •.%xpiring..:.
on 07/4/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017(6th edition) prepared by Al-Farooq
Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019.
le'L,
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0129.13
Expiration Date: March 20, 2019
Approval Date: March 22, 2018
E-2
MIAMI•DADE M-IAMI-DADE COUNTY, FLORIDA
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Eco Window Systems, LLC
8502 Nam'80" Street
Medley, Fl. 33166
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 MiaNwI)acle Col-"W, Product . •
Control Section (In. Miami -Dade County) and/ or the AHJ (in areas other than Miami :Nude Cotim5i) reser�o&..:.
the right to have this product or material tested for quality assurance purposes. IIIA S'product crr materi;j • • •
fails to perform in the accepted manner, the manufacturer will incur the expense of •sub$ testing avAthe AIHJ •
may immediately revoke, modify, or suspend the use of such product or material wit�iin their�urisdiction :••.
RER reserves the right to revoke this acceptance, if it is determined by Miaq-1-!-Vgde CdtLrlty f rodu"• • • 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 wA tie Florida$uildit#g •.:.
......
Code, including -the High Ve ocity Hurricane Zone. 000000
DESCRIPTION. Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I. • • • • • •
APPROVAL DOCUMENT: Drawing No. -M14-01 Rev. A, Series titled '`Aluminum Tube Mullion",
sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control
Section 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,
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.
TERIVIINATION 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, prod -act, for sales, advertisimgor 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. 14-0529.16 consists of this page 1 and evidence pages E-I, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plaseneia, P. E.
NOA No. 17-121814
MIAM!�ADE COUiJiY Expiration Rate: October 23. 2019
Approval Date: February 22, 2018
�oL/lt 1� Page 1
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. M14--01, Series titled "Aluminum Tube Mullion", sheets 01 through
09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 202-94 . • . • • • • ; •
2) Uniform Static Air Pressure Test, Loading• ;FBC, �Q, —02-94 •
......
3) Water Resistance Test, per FBC, TAS 202•4-1+..
along with marked —up drawings and installation diagram 0� t,clipp:4,, �d-vminurri • •
mullion at -fixed windows, prepared by Hurricane EngineermA X •Testine� •Inc., T6s*E 0 0 .
Report No. HETI-08-2192A, dated 01 /15/09, signed and sea00000
ms, by CarNoo f . FoW. • • •
P. E. .
2. 00
Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-9'4 000000 • • • • • •
2) Cyclic Wind Pressure Loading per FBC, •A�-?Q3-94.. 0 •.....
.
along with marked —up drawings and installation diagram of a clippW. Wtuni um
mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering
& Testing, Inc., Test Reports No.'s HETI48-2192B and HETI48-2166C, both
dated 01/15/09, signed and sealed by Candido F. Font, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
.along with marked —up drawings and installation diagtr3m of a clipped aluminum
mullion single hung window, prepared by Hurricane Engineering & Testing, Inc_, Test
Report No..HETI--08-2166A, dated 01/15/09, signed and sealed by Candido F. Font,
P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis. -complying with FBC-2010
and FBC 51` Edition (2-014), prepared by AI—Farooq Corporation, dated 05105114,
signed and sealed by Javad Ahmad, P. E.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Jorge M. Piasencia, P. E.
P Control Unit Supervisor
NOA No. 17-1218.14
Expiration Date: October 23, 2019
Approval Date: February 22, 2018
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with
FBC-2010 and FBC 5th Edition (2014), issued by Al—Farooq Corporation,
dated 05/23/14, signed and sealed by Javad Ahmad, P. E.
2. Department of State Certification of Eco Window Systems, LLC as a limited liability
company, active and organized under the laws of the State of Florida, dated 03/21/13
and signed by Kurt S. Browning, Secretary of State.
3. Laboratory compliance letter for Test Reports 1).'r'. BE, 7I-08-2192A' •; •
HETI48 219213 HETI-08-2166A and HETIA8-21;.: all• •: * t tied bX
Hurricane Engineering & Testing, inc., dated 01/15/09,..sid and .sealed .by
Candido F. Font, P. E. 0 • • • • • • : • • 0 •:
4. Proposal No. 08-0236 issued by the Product Control, datt8' D6/04/08, signed *13
j7
...... .... .....
Manuel Perez P. E. •
G. OTHERS • • • • • •
1. None. • ......
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. M14-01 Rev. A, Series titled "Aluminum Tube Mullion", sheets 1
through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. Structural analysis, complying with FBC 6th Edition (2017), prepared by Al—Farooq
Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-2
urge NI. Plasencia, P. E.
Prod et Control Unit Supervisor
NOA No. 17-1218.14
Expiration Date: October 23, 2019
Approval Date: FebruaryZ2, 2018
Eco Window Svstems, LLC
• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial
interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by Javad
Ahmad, P. E_
G. OTHERS
1. This NOA revises NOA #14-0529.16, expiring on 10/23/19.
f
•
• •
••••••
0*000
••••••
••••
•••••
• •
• • •
•• ••
•• •
••••••
•
••••••
•
•
• •
• •
••••••
••••••
•• •
•• •
• •
00
Jorge M. Plasencia, P. E.
Proiluct Control Unit Supervisor
NOA No. 17-1218.14
Expiration Date: October 23, 2019
Approval Date: February 22, 2018
E-3
M IAM I-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Eco Window Systems, LLC
8502 NW 80 Street
Medley, FL 33166
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 Mianri-Dade C.ourixy Pro4l" Control •
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CN") resezir ZW right go
to have this product or material tested for quality assurance purposes. If this prMi MC flr material fails tq
perform in the accepted manner, the manufacturer will incur the expense of such testing and:hq,& ma�' •;
...q immediately revoke, modify, or suspend the use of such product or material within th i� jurisdiction. RER...
reserves the right to revoke this acceptance, if it is determined by Miami-Dada044rlty PraduofContrdl':•-
Section that this product or material fails to meet the requirements of the applicablabuilding code.. •
This product is approved as described herein, and has been designed to comply ;vith�t�re Florida.Buildiq& :
Code, including the High Velocity Hurricane Zone. . 000 : 0 0 •"
DESCRIPTION: Series "Eco-Guard 60" Aluminum Horizontal Rolling Window — L.M.Ie •
APPROVAL DOCUMENT: Drawing No. W14-11, titled "Eco-Guard Series-60 Alum Horiz. Rolling
Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision B dated 10/19/17, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 14-0403.09 and consists of this page 1 and evidence page E-I and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
' NOA No. 17-1102.22
p�pS2E11� Expiration Date: June 19, 2019
Approval Date: January 11, 2018
Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA No. 14-0403.09
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W14-11, titled "Eco-Guard Series-60 Alum. Horiz. Rolling Wdw.
(L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS 0 •
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : • •• •
00000
2) Uniform Static Air Pressure Test, Loading p;j*FBC, TAS20?-9
3) Water Resistance Test, per FBC, TAS 202-94.:.. •
4) Large Missile Impact Test per FBC, TAS 2Q>-940
5) Cyclic Wind Pressure Loading per FBC, TA9703-94 • • •"
.0
.
along with marked —up drawings and installation diagram of an Ft,.p. ward. Wit$ 60
aluminum horizontal rolling window, prepared by Fenestration: gsting Laboratory,
Inc., Test Report No. FTL-7634, dated 12/09/14, signed and staled �y MarliD.
Brinson, P.E. •
• .
C. CALCULATIONS • • •
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 03/19/14, prepared by Al-Farooq Corporation, 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)
4
'
......
......
.'
....4
. •
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 03/28/13, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5t4 Edition (2014), and of no
financial interest, dated March 31, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHER
1. None.
E - 1
S;41y 7,4"
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.22
Expiration Date: June 19, 2019
Approval Date: January 11, 2018
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No W14-11, titled "Eco-Guard Series-60 Alum. Horiz. Rolling Wdw.
(L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision B dated 10/19/17,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None. •
C. CALCULATIONS • • • • •
1. None. ...:.. ••••••
D. QUALITY ASSURANCE • • • • •
1. Miami -Dade Department of Regulatory and Economic ResourcKMR) , • •; • • ..:.. •
E. MATERIAL CERTIFICATIONS •
1. Notice of Acceptance No. 17-0712.05 issued to Eastman Ch*nignl Cord0fM}'(MA)•••"
for their "Sa#lex Clear and Color Glass Interlayers" dated QM7/17, ex'jjirj r% on :"• •,
05/21 /21. of
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC
6th Edition (2017), and of no financial interest, dated October 12, 2017, issued by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. Notice of Acceptance No. 14-0910.09, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 60" Aluminum Horizontal Rolling Window -L.M.I., approved on
06/19/14 and expiring on 06/19/19.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.22
Expiration Date: June 19, 2019
Approval Date: January 11, 2018
E-2
9
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
ECO Windows Systems, LLC
9114 N. W. 106' Street,
Medley, FL 33178
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 PERA -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.perfortp•i" the accutrA •
manner, the manufacturer will incur the expense of such testing and the AHJ may imluQdialely revokeq modify, or
e � t suspend the use of such product or material within their jurisdiction. PERA resefrke rig4 to•revoka tk" •
acceptance, if it is determined by Miami -Dade County Product Control Section that thfSp;Muct or mAterial faf1,s•tA6;
meet the requirements of the applicable building code. ."". :...:. '
This product is approved as described herein, and has been designed to comply with the f f orlda Buitdin4Code, •
including the High Velocity Hurricane Zone. •
.. .. .. . ......
DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • • • • • • • •
APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600•Alum Optswing Entpwv- Door , • • • •,
(L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, 8ate'd 02/13/12.and last :"
revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Count _F;educt
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
Limitation:
1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with
sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall
not to exceed 37". See locking options 1 & 2 in sheet 7_1.
2. Laminated glass types G 1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to
Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 18-0319.13
MIAMi oa�E CouNTY Expiration Date: March 20, 2019
Approval Date: May 10, 2018
Page 1
. r
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (see below)
2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through
9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04,
2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under file #12-0402.03)
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 203-91 . • • • •. •,
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 V4:0 • • • •' "•' •'
...... .
along with marked -up drawings and installation diagram of an aluminum Outsv4ng Frenchrdoor, ; • • • • ;
prepared by Hurricane Engineering & Testing, Inc., Test Report No. 000000 0.0.
HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETT X9027dtW 03/16' •' .. • 2'
26/12 all signed and sealed by Rafael E. Droz-Seda P. E. • • • • • • • • • • • • •
Note: The above referenced test reports have been revised by an addendum 7etttr::lated.June 29, 2012,:.
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael $? proz-geaa,•P. E.: •
C. CALCULATIONS • • • •
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition),
prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former
Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5t' Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E.
2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and
sealed by Rafael E. Droz-Seda, P. E.
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA #15-0603.13, expiring 03/20/19.
2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA.
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0319.13
Expiration Date: March 20, 2019
Approval Date: May 10, 2018
E-1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1
through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised
on MAR 15, 2018, signed and sealed by Java Ahmad, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations complying with FBC2017 (61h Edition), prepared by Al Farooq
Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and shl-odby Javad��*
Ahmad, P.E.(submitted under file 417-1102.18) : .... .'
D. QUALITY ASSURANCE 0 0 0:0 * & : 0 * 9,5
1. Miami Dade Department of Regulatory and Economic Resources (RER).... :"":
......
E. MATERIAL CERTIFICATIONS """ "" ""'
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc.*Tggner E.17 puPont'15%: o
Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB:G&sl interlaxers", eYpiS4
on 07/08/19. 0
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company their
"Saflex Clear & Color Glass Interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 611 Edition (2017) and of no
financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad
Ahmad, P.E.
G. OTHER
1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019.
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0319.13
Expiration Date: March 20, 2019
Approval Date: May 10, 2018
E-2
,a
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MIAMI-DADS COUNTY APPROVED
IMPACT AND NON -IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULL .ONS
USING MULLION PROPERTIES ONLY
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING IRUCTIURE.
ANCHORS SHALL -BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF S !NST+RUCTIONS. SPECtRED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUaD OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE Ra"IEWED BY BUILDING OFFICIAL.
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
S L—P 2 USE MIAMi-DADE COUNTY APPROVED GLAZING PRODUCTS
MEFFNG ABOVE LOAD REQUIREMENTS.
STEP USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
USING CHARS ON SHEET 3 SELECT MULLION SIZE WITH
STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEETS 9 THRU 9 AND ANCHOR CHARTS
STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
II �
I I
II
I I
_ JI
4.000
6,000 I
L2.000
III ;4__-�
III I I 17
7L- i.J - - - -
TYPICAL
WINDOW FRAME
TUBULAR SHAPES
ALLOY = 6063-T6
—± --- i ,f,i ------ i —
! I II I I
I IIII I
! 1Il I !
! I fl I !
I II III II �H ---� TYPICAL
114J___3_I—GLAZING PRODUCT
lJ
1.000
l 1 -
��11IJLtL_
LI LJJJ iiiJJJJ �
i
II i
3.000 4.000
MULLIONS CONTAINING TYPICAL GLAZING FRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SITES AND SPACING
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-1=218.14
Explration Date 10/23/2019
By
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ONAL
,sheet 1 of 9
1.000 -{ 1.000 j� jam- 2.000 --�{ r .125 2.000 .125 2.000 250 W
I I I I-Y
�25 .375 �� 47--J�
+ 1.000 Z
1_000 125 o Z
.125 .375 Q N
a
125 .125 e u�
.125 4.000 C C
4.000
t Owe
4.000 LIJ
3.00C I I a t
-
3.000 I 125 6.000 6.000
0'0�� o
375 .375 L
� I I 125 .250 QZ a
OLLI :3
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0
LU
Ix = .9502 z. IN4 Ix = 20374 IN\4 Ix = 1.538 IN\4 Ix = 3.1878 IN\4 Ix = 2.9762 !N\4
\ I I N m
Sx = .6335 INV Sx = 1.0187 IN\3 Sx = 1.0254 IN\3 5x = 1.5939 IN\3 Sx = 1.4881 IN\3 02
Z tM w
L Q JO�� F-
1 X 3 X 4 1 X 3 1 X 4 2 X 4 I I
STD. MULLION STD. MULLION , CUSTOM MULLION CUSTOM MULLION STD. MULLION i-
i 6063-T6 5063-T6 I 6053-T6 6063-T5 6063-T6 �• I �'
...� • o0
•M
Ig = 8.2757 IN\4 Ix = 15.2031 IN\4 CO
CC)
Sx = 2_7586 IN\3 Sx = 5.0677 IN\3
2 X 6 2 X 6 II .•X•
STD. MULL IOI� F1EAV1' MULLION , • U) w 2E
BCb i-T6 6063 T6 .: ti,1 ,,.Ws•- m •
I m W,
Ilo �s tn
Z00
Z I3i ILL. cc j
z 0I� J M
Q II 0 � Q
I 4I� co�
i{mil
.718 1.718 f i�l
I !
� I I I L�
2.125 0
125 -125 I 2.125 La
125 o
125 rTT i I TYR i �1a
I! I r 2.600
I I ►I � I'� I �I
5.500
5.500
IG-2.000
N I
NOTCH NOTCH
OPTIONAL I OPTIONAL 1/2' ,yyytllllt���
MIN
of
'\ l
PRODUCT REVISED (: . 7 53i
as complying with the Florida
e / 1 j2p MIN. I Building Code I�
1 /2- MIN- NOA-No. 17-1.21 & 14
i MIN- `
e Expiration Date 10/23/2019 ® •. TATE '.��� drawing no.
CLIP MULLION CLIP MULLION CLIP By '�,���®®•" '����`� t M 14-01
ANGLE Mi2rn a Product Control ��IONA� (sheet 2 of o
6063-T6 6063-T6 6063-T6
0
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
IPI,DOWDIMS.
1X3
STD.
1X4
STD.
1X3
CUSTOM
1X4
CUSTOMI
2X4
STD.
2X6
STD.
2X6
HEAVY
WINDOW DIMS.
1X3
STD.
1 X4
STD.
1 R3
CUSTOM
1X4
CUSTOM
2R4
STD.
2R6
STD.
2%6
HEAVY
WIDTH (W)
MULL SPAN
WIDTH (W) IMULL
SPAN
1 9-1 /8"
26-1/2"
30"
37'
42"
48"
54"
60"
66"
72'
38-3/8"
1
120.0
120.0
120.0
120.0
120.0
120.0
120.0
19-1 /8"
26-1/2'
30"
37"
42"
48"
54"
60"
66'
72"
74-1/4"
75.3
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0 1
120.0
54.3
103.4
88.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120-0
120.0
120.0
12D.0
48.0
91.3
77.7
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
38.9
74.0
63.0
111.9
116.3
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
34.3
65.2
55.5
98.6
i 102.4
120.0
120.0
120.0
120.0
120.0 1120.0
120.0
120.0
120.0
30.0
57.1
4-8.6
86.3
! 89.6
120.0
120.D
120.0 1
120.0
120.0
i 120.0
120.0
120.0
120.0
26..7
50.7
43.2
76.7
79.7
1 120.0
120.0
112.5
120.0
120X
120.0
120.0
120.0
120.0
24.0
45.7
38.9
69.0
71.7
120.0
120.0
102.3
120.0
120.0
120.0
120.0
120.0
120.0
21.8
1 41.5
35.3
62.7
65.2
119.7
120.0
93.8
120.0
120.0
120.0
120.0
120.0
120.0
-
38.0
32.4
57.5
59.7
109 7
120.0
19-1/8"
26-1/2'
30"
37"
42"
54'
60"
66'
72"
42'
120.0
120.0
120.0
120.0
120.0
120.0
120.0
19-1/8'
26-1/2'
30"
f 37"
1 42'
48"
54"
60"
66"
72"
84'
52.0
110.6
84.2
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0 1
120.0
120.0
1 120.0
37.5
79-8
60.8
120.0
117.7
120.0
120.0
120.0
120.0
120.0
120_0
1 120.0
120.0
' 120.0
33.2
70.5
53.7
106.3
104.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
j 120.0
26.9
57.2
43.5 I
86.2
I 84.3
i20.0
1120.0
120,0
120.0
120.0
i 120.0
120.0
120.0
120.0
23.7
5C.4
I 38.3
76.0
1742
1120.0
j 120.0
116.8
120.0
120.0
120 0
120.0
120_0
120.0
20_7
j 44.1
33.5
I 66.5
65.0
120.0
120.0
103.8
120.0
120.0
120.0
1120.0
120.0
120.0
-
39.2
29.8
59.1
57.8
113.5
120.0
93.4
120.0
120.0
120.0
120.0
120.0
120.0
-
35.3
26.8
53.2
52.0
102.2
120.0
84-.9
120.0
120.0
120.0
120.0
120.0
120.0
-
321
24.4
48.3
47Z
92.9
120.0
77.9
120.0
120-0
120.0
120.0
12C.0
120.0
-
29.4
22.4
44.3
43.3
6-5.2
120.0
19-1/8"
26-1/2"
30"
37'
42"
48"
54"
60"
66"
72"
I
50-5/8"
1-20.0
1120.0
120.0
120.0
120.0
120.0
120.0
19-1/8'
26-1/2"
30"
37"
42"
48"
54"
60"
66"
72"
96"
34.8
74.8
56.4
116.9
109.3
120.0
1 120.0
120.0
120.0
120.D
120.0
120.0
120.0
120.0
25.1
54.d
40.7
84.4
78.9
120.0
120.0
120.0
120.0
120.0
1-20.0
120.0
1120.0
120.0
22.2
47.7
3 36.0
I 74.5
69.7
120.0
120A
103.1
120.0
120.0
120.0
120.0
120.0
120.0
-
38.7
29.2
f 60.4
56.5
120.0
i 120.0
90.8
I 120.0
( 120.0
' 120.0
120.0
120.0
120.0
-
34.1
25.7
53.2
49.8
110.9
L 20.0
79.5
120.0
120.0
120.0
120.0
120.0
120.0
-
29.8
22.5
46.6
43.5
I 97.0
120.0
70.6
I 112.5
111.E
120.0
120.0
120.0
120.0
-
26.5
-
41.4
i 38.7
862
120.0
63.5
101.3
100.4
120.0
120.0
120.0
i 120.0
-
23.8
-
37.3
34.8
; 77.6
120.0
57.8
92.1
91.3
120.0
120.0
120_0
120-0
-
21.7
-
33.9
31.7
70.6
120.0
53.0
84.4
83.7
120.0
120.0
120.0
120.0
-
-
-
31.1
29.0
I 64.7
118.3
19-1/8"
26-1/2"
30"
37"
42"
48'
54"
60"
66"
72"
63"
1
I
120.0
120.0
120.0
120.0
1120.0
120.0
120.0
19-1/8"
25-1/2"
! 30"
; 37"
42"
48'
54"
60'
66"
( 72"
I
I
j
i
108"
-
-
-
82.1
76.8
120_0
1120.0
89.0
i 120.0
1120.0
120.0
120.0
120.0
120.0
-
-
-
59.3
1 55.4
120.0
1-20.0
78.6
120.0
i 20.0
i 12C.0
120.0
120.0
120.0
-
-
-
52.3
48.9
i 120.0
120.0 £
63.7
10-10
1032
120.0
! 120.0
120.0
120.0
-
! -
-
42_4
39.7
' 98.7
120-0
56.1
91.9
90.9
120.0
120.0
120_0
120.0
I
37.4
35.0
I 87.0
120.0
49.1
80.4
79.5
120.0
► 120.0
120.0
120.0
-
-
-
32.7
30.6
76.1
120.0
43.7
71.5
70.7
108.3
111.5
1120.0
120.0
-
-
-
29.1
27.2
67.6
120.0
39.3
64.3
63.6
97.5
1100.3
120-0
120.0
-
-
; -
26.2
24.5
60.9
111.3
35.7
58.5
57.3
88.6
i 91.2
120.0
120.0
I -
-
-
23.8
22.2
55.3
101.2
32.7
53.6
1 53.0
81.3
83.6
? 20.0
120.0
-
i -
! -
21.8
20.4
50.7
92.7
ALL LOADS ARE EXT."-)/1NT.(-).
NOTE.
MULLIONIS RATED IN THESE CHARTS MAY BE ORIEN T E7D
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
1X3
STD.
1 X 4
STD.
1 X 3
CUSTOM
1 X 4
CUSTOM
2 X 4
STD,
2 X 6
STD.
2 X 6
HEAVY
WIDTH (W)
MULL SPAN
19-1/8"
26-1 /2'
W.
37"
42"
48'
54"
60"
66'
72'
120'
-
-
-
59.9
564
120.0
120.0
-
-
-
43.2
40.4
110.9
120.0
-
-
-
38.2
35.7
97.9 1
120-0
-
-
-
30.9
28.9
79.4
120.0
-
-
-
27.3
25.5
69.9
120.0
-
-
-
23.8
22.3
61.2
111.8
-
-
-
21.2
-
54.4
99.4
-
-
-
-
-
49.0
89.5
-
-
-
-
-
44.5
81.3
-
-
-
-
-
40.8
74.6
19-1/8"
25-1/2"
30"
37"
42'
48'
54"
60"
66"
72'
L
132"
I
-
-
-
45.0
42.0
116.8
120.0
-
-
-
32.5
30.3
84.3
120.0
-
-
-
I 28.7
26.3
74.5
120.0
-
-
-
212
21.7
1 60.4
110.8
-
-
-
20.5
-
53.2
; 97.6
_
-
-
-
-
45-5
85.4-
-
-
-
-
-
41.4
75.9
-
-
-
-
-
37.2
68.4
-
-
-
-
-
33.8
62.1
-
-
-
-
-
31.0
57.0
19-1/8"
26-1 /2"
37'
42'
48"
54'
C-0'
66'
72'
I
i
144"
-
-
-
34.6
32.4
90.0
120.0
-
-
-
25.0
23.4
64.9
119.2
22.1
20.6
1 57.4
105.3
-
-
-
-
{ -
46.5
55.4
-
-
-
-
I -
41.0
75.2
-
-
-
-
35.8
65.8
-
-
-
-
-
31.9
58.5
-
-
-
-
I -
28.7
52.6
-
-
-
i -
-
25.1
47.9
-
-
-
i -
I -
23.9
43.9
ARCHES TO BE INSCRIBED
IINSME -RECTANGULAR S.WE
!I
VERTICAL
MULLION
GLAZING
GLAZING
PRODUCT
Z
PRODUCTS
ill
W1 I � N2
T"ICAL MULLION ARRANGEMEN
HORIZONTAL MULLION
F
GLAZING
PRODUCT
GLAZING {' GLAZING I I
PRODUCT PRODUCT ` I
I i
MULLION SPAN j
PRODUCT REVISED
1�/iDTi ! (�t�l) = W/7 T as complying with the Florida
2 Building Code
IVOA-No, 17-1218.14
Expiration Date 10/23/2019
MULLIONS By
Mia rD Product Control
y�VLJ
LJ
V)
[to
Zq
F 'o z
o
r Z N
Ooo°J N
a U,
ilr a LL
Q�CQ,o!
C
0 oy7
O
LU t0
LL Z
J Z M
' w 0
� I
sT3aTE()F dra ing no.
Az
i
ONAL �\```�(sheet 3 of g
r
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A2
A4
A6
B2
B4a
Bob
26-1 /2"
30"
37'
42"
48"
54'
60"
66"
72" 1
38-3/8"
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
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
101.4
120.0
120.0
120.0
120-0
120.0
89.3
120.0
120.0
120.0
120.0
120.0
78.2
112.6
120.0
108-4
120.0
120.0
69.5
100.1
12A.0
97.6 I
120.0
120.0
62.5
90.1
120.0
88.7
120.0
120.0
56.9
81.9
113.7
81.3
120.0
120.0
52.1
75.0
104.2
26-1 /2"
30"
37' I
42'
48"
54'
60"
66'
72-
42"
120.0
120.0
120.0
120-0 1
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
114.3
120.0
120.0
120.0 1
120.0
120.0
92.7
120.0
120.0
120.0 (
120.0 ;
12C.0
81.6
117.6
120.0
111.4
1 120.0
120.0
71.4
102.9
120.0
99.0
120.0
120.0
63.5
91.4
120..0
89.1
120.0
120.0
57.1
I 82.3
114.3
81.0
120.0
120.0
I 51.9
1 74.8
103.9
74.3
120.0
120.0
47.6
68.6
95.2
19-1/8"
26-1/2"
30"
37"
42'
48'
54"
60"
c6'
72"
(
I
I
50-5/8"
120.0
120.0
120.0
120.0
I 120.0
120.0
120.0
120.0
120.0
107.3
120.0
120.0
120.0
120.0
120.0
94.8
T20.0
120.0
119.9
120.0
120.0
76.9
110.7
120.0
105.7
120.0
120.0
67.7
1 97.5
120.0
92.4
120.0
120.0
59.3
1 85.3
118.5
82.2
120.0
120.0
52.7
75.9
105.3
74.0
, 20.0
1 120.0
47.4
68.3
94.8
67.2
11.1.2
120.0
43.1
62.1
55.2
61.6
107.5
120.0
39.5
56.9
79.0
19-1/8"
26-1 /2"
30"
37'
42"
4-8'
54"
60"
66'
72"
I
63"
i
120.0
f 120.0
I 120.0
1 119..5
120.0
120.0
, 20.G
120.0
t2O.0
1 86.3
120.0
i 120.0
118.9
120.0
120.i
1 762
109.7
120.0
96.4
1.20-0
1,20.0
61.8
89.0
120.0
84.9
120.0
I 120.0
54.4
78.4
108.8
74.3
120.0
120.0
4-7.6
I 68.6
95.2
66.0
115.1
120.0
42.3
61.0
84.7
59.4
103.6
i 120.0
1 38.1
54.9
76.2
54.0
94.2
120.0
1 34-6
49.9
69.3
49.5
86.3
1 120.0
1 31.7
45.7
63.5
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A2
A4
A6
B2
B4a
134b
19-1 /8'
26=1/2"
30"
37"
44'
48"
54"
60'
66'
72"
74-1 /4"
1
120.0
120.0
120.0
101.4
120.0
120.0
114.2
120.0
120.0
73.2
105.4
120.0
100.8
120.0
120.0
64.6
93.1
120.0
81.8
120.0
120.0
52.4
75.5
104.8
72.0
120.0
120.0
452
66.5
92.4
63.0
109.9
120.0
40.4
58.2
80.8
56.0
97.7
120.0
35.9
51.7
71.8
50.4
87.9
120.0
32.3 1
46.5
64.6
45.8
79.9
119.9
29.4
42.3
58.8
42.0
73Z
109.9
26.9
38.8
53.9
19-1/8"
26-1/2'
30"
37'
42'
48"
54"
60"
66'
72"
`
f
84"
120.0
120.0
120.0
B9.6
120.0
120.0
100.9
120.0
120.0
64.7
93.2
120.0
89.1
120.0
120.0
57.1
52.3
114.3
72-3
120.0
120.0
46.3
66.7
92.7
6<:.7
j 111.0 ,
120.0
40.8 I
58.8
81.6
55.7
i 97.1
1 120.0
35.7
51.4
71.4
49.5
85-3
120.0
1 31.7
45.7
63:5
44.6
I 77.7
116.6
1 28.6
41.1
57.1
40.5
70.6
I 106.0
26.0
37.4
51.9
37.1
64.8
97.1
23.8
34.3
47.6
19-1/B'
126-1/2'
30"
37-
42'
4a'
54"
80'
66"
' 72'
I
I
I
gs"
'
120.0
120.0
120.0
78.4
11.2.9
120.0
88.3
120.0
120.0
56.6
81.5
113.2
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120-0
j 120-0
50L
720
100.0
63.2
110.3
120.0
405
58.4
81.1
55.7
97.1
120.0
35.7
51.1,
71.4
48.8
85.0
120.0
312
45.0
62.5
43.3
75.5
113.3
27.8
40.0
55.5
39.0
68.0
102.0
25.0
36:0
50.0
35.5
61.8
92.7
22 7
i 32-7
45.5
F 32.5
56.7
85.0
20.8
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41.7
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26- i / 2'
30"
37"
42"
,a.
54'
60"
66'
72"
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108"
108.8
120.0
120.0
69.7
100.4
120.0
78.5
I i 20.0
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I 100.6
69.3
120.0
120.0
44.4
I 64.0
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' 51.9
72.1
49.5
86.3
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31.7
45.7
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113.3
27.8
40.0
55.6
38.5
61.2
100.7
24.7
35.6
49.4
34.7
604
90.7
22.2
32.0
44.4
31.5
54.9
82.4
20.2
29.1
40.4
28.9
50.4
t 75.6
25.7
37.G r
ALL LOADS ARE EX i .(;
NOTE:
MANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCA!!ONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTON SEE SHEETS 5 THRU 9.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS_
ANCHORS TYPE
H (W)
MULL SPAN
A2
A4
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B2
B4a
Bob
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30'
37"
42"
48"
54"
60"
66"
72"
120"
97.9
120.0
120.0
62.7
90.4
120.0
70.6
120.0
12a.0
45.3
65.2
90.6
62.4
108.8
120.0
40.0
57.6
80.0
50.6
88.2
120.0
32.4
46.7
64.9
4-4-5
77.7
116.6
28.6
41.1
57.1
39.0
68.0
102.0
25.0
36.0
50.0
34.7
60.4
90.7
22-2
32.0
44.4
31.2
54.4
81.6
20.0
28.8
40.0
28_4
49.5 I
74.2
-
262
36.4
26.0
45.3
68.0
-
24.0
33.3
19-1/8-
26-1/2"
30'
37'
42"
48"
54"
60'
66"
72"
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132"
89.0
120.0
120.0
1 57.0
82.1
114.1
64.2
112.0
120.0
41.2
59.3
82.3
56.7
98.9
120.0
36.4
52.4
72.7
46.0
1 80.2
120.0
29.5
42.5
I 59.0
40.5
70.6
, 106.0
26.0
37.4
I 51.9
35.5
61.8
92.7
227
I 32.7
45.5 I
31.5
54.9
82.4
20-2
29.1
40.4
2S.Y
I 45.5
74.2
-
26.2
i 36.4
25.8
45.0
67.4
-
23.8
1 33.1
23.6
41.2
61.8
-
21.8
30.3
19-1/8"
26-1 /2'
30"
37'
42'
48"
54"
60"
68"
72"
144'
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120.0
1 52.3
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1 104.66
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1 110.3
I 27.0
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64.8
97.1
23.8
34.3
47:6 •
32.5
56.7
85.0
20.8
30.0
4-1.7
28.9
50.4
75.6
-
26.7
37.0
26.0
45.3
68.0
-
24.0
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23.6
41.9
6i.8
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USE CHARTS AS FOLLOWS.
STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY
AND REINFORCING REQUIREMENTS.
STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT
EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL.
STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY.
STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1
THRU 3 SHALL APPLY TO ENTIRE SYSTEM.
DAYLITE OPENINGS WIDTHS:
FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125"
INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250"
DAYLITE OPENING HEIGHT:
PANEL HEIGHT - 6.50"
PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625"
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES-700
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THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE _
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
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CHART #1
DESIGN LOAD CAPACITY - PSF (GLASS)
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEIGHT
INCHES
GLASS TYPES
'B', 'B1'
GLASS TYPES
'A', 'Al'
WITHOUT REINF.
WITH REINF.
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
30
36
42
48
54
82
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
62.2
71.1
62.2
71.1
30
36
42
48
54
84
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
62.2
71.1
62.2
71.0
30
36
42
48
54
90
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
-
-
62.2
71.1
30
36
42
48
54
96
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
-
-
62.2
71.1
30
36
42
48
98
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
70.0
1 80.0
70.0
80.0
30
36
42
48
102
-
-
70.0
80.0
-
-
70.0
80.0
-
-
70.0
80.0
-
-
70.0
80.0
30
36
42
48
108
-
-
70.0
80.0
-
-
70.0
80.0
_
-
70.0
80.0
-
-
70.0
80.0
CHART #2
LOAD CAPACITY - PSF (ANCHORS)
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEIGHT
INCHES
6 ANCHORS
ATM
STIIR ENDS
EXT. (+)
INT.(-)
30
36
42
48
54
82
162.2
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
71.1
30
36
42
48
54
84
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
62.2
71.1
30
36
42
48
54
90
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
62.2
71.1
30
36
42
48
54
96
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
62.2
71.1
30
36
42
48
98
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
30
36
42
48
102
1
70.0
80.0
70.0
80.0
70.0
80.0
70.0
80.0
30
36
42
48
108
70.0
80.0
70.0
80.0
70.0
80.0
70.0
77.9
3/16" HEAT STREN'D GLASS
.090" Interlayer
SentryGlas
By 'Kuraray Americo, Inc.'
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ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE
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FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF
GLASS TYPE 'B'
7/16" OVERALL LAM. GLASS
SILICONE
DOW 899
CARDINAL XL • • •
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GLAZING OPTIONS
DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR PRODUCE REYtSM
INTERLOCKS WITHOUT REINF. INTERLOCKS WITH REINF. WATER INFILTRATION RESISTANCE ascampWagwith tWF11efUe
SEE SHEET 7 FOR DETAILS by Wing (lode
NOTE:
SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT.
SEE CHART #2 FOR ANCHORS CAPACITY.
LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM.
Aeceptsnce No 1 -O%Z . 13
IExpi *dca Date 111
NOTE: *+e11 d
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
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1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
- AT HEAD - — — — —
FTYPE 'A'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
THRU 1BY OR 2BY BUCKS INTO CONCRETE
1-1 /4" MIN. EMBED INTO CONCRETE
TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE
1-3/4" MIN. EMBED
TYPE 'C'- 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
— —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)-
- AT SILL - — — — FTYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE
——1-3/4" MIN. EMBED
AT JAMBS -
TYPE 'A'-
TYPE 'B'-
TYPE 'C'-
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONC. OR BLOCKS
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONC. OR BLOCKS
1-1 /4" MIN. EMBED INTO CONC. OR BLOCKS
1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR INTO METAL STRUCTURES
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
—(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) —
ANCHOR EDGE DISTANCES
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
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STAGGERED H
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
LOAD BEARING SHIMS 14
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NON -SHRINK, NON-METALLIC
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NOT APPROVED LIMIT MAX. LIMIT MAX.
FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS
TO 47.0 PSF TO 70.0 PSF
SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD
TYPICAL ANCHORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY
SEE ELEVS.
FOR SPACING
w
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III MIAMI—DADE COUNTY APPR'D MULLION Ij
� SEE SEPARATE NOA �I
II (SEE SHEET ) II
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— ------ --- --
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
WEEPHOLES:
W1 = 1-1/2" LONG NOTCH AT EACH END.
W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM END
AND 36" O.C.
W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS
AND 36" O.C.
W4 = 1 /4" X 1 " LONG WEEP NOTCH AT 5" FROM ENDS
AND 36" O.C.
PILE PADS:
P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION
1-1/16" LONG X 7/16" WIDE X 7/16" HIGH
P2 = SELF ADHESIVE PILE PAD
1" X 3/8" X 1/4" HIGH
P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN
2-1/2" X 1 " X 3/8" HIGH
P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL
2" LONG X 1-7/16" WIDE X 7/16" HIGH _
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ITEM #
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QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E701
1
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6005—T5
—
2
E702
1
FRAME SILL
6005—T5
—
3
E703
2
FRAME JAMB
6063—T6
—
4
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PANEL TOP AND BOTTOM RAIL
6063—T6
—
5
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AS RQD.
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6063—T6
—
6
E706
AS READ.
PANEL OUTER INTERLOCK
6063—T6
—
7
E707
AS READ.
PANEL INNER INTERLOCK
6063—T6
—
8
E708
AS READ.
PANEL MALE ASTRAGAL
6063—T6
—
9
E709
AS READ.
PANEL FEMALE ASTRAGAL
6063—T6
—
10
E710
AS REQD.
GLAZING BEAD 7/16" LAMINATED GLASS
6063—T6
—
11
E711
AS REQD.
GLAZING BEAD 1" INSULATED GLASS
6063—T6
—
12
E712
AS REQD.
SILL TRIM
6063—T6
OPTIONAL
13
E713
AS REQD.
2" SILL RISER
6063—T6
—
14
E714
AS REQD.
2-3/4" SILL RISER
6063—T6
—
15
E715
AS REQD.
FIXED PANEL CLIP (CONTINUOUS)
6063—T6
—
17
E717
AS REQD.
INTERLOCK STIFFENER (FULL PANEL LENGTH)
6063—T6
—
18
#10 X 3/4" HWH SMS
AS REQD.
FRAME ASSY. SCREWS
ST. STEEL
—
18A
#10 X 1" FH SMS
AS REQD.
PANEL ASSY. SCREWS
ST. STEEL
—
19
#8 X 1/2" PH SMS
2/CLIP
FIXED PANEL CLIP SCREWS
ST. STEEL
AT 3" FROM ENDS & 16" O.C.
20
#10 X 1-1/4" PH SMS
1/ ROLLER
ROLLER INST. SCREWS
—
NOT SHOWN
21
WEATHERSTRIP
AS REQD.
FRAME AND PANEL WEATHERSTRIP
—
FIN SEAL .190 HIGH BY ULTRAFAB
22
E235
AS REQD.
INTERLOCK BUMPER BULB
SANTOPRENE
ULTRAFAB
23
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AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
24
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2/ MOV. PANEL
TANDEM NYLON WHEELS IN ST. STEEL HOUSING
—
INTERLOCK (1/2" MTG. SPACER REQD.)
25
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2/PANEL
FIXED PANEL SKATE
DELRIN
—
26
#8 X 1/2" PH SMS
2/CLIP
FIXED PANEL SKATE INST. SCREWS
ST. STEEL
27
—
AS REQD.
3 PLY DUAL POINT LOCK ASSEMBLY
—
BY INTERLOCK
28
AS REQD.
BUMPON (SILICONE SPACER)
SILICONE
BY FRANK LOWE
29
AS REQD.
SETTING BLOCKS AT 1/4 POINTS
EPDM
DUROMETER 80±5 SHORE A
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE.
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W13-49
sheet 12 of 12.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
ECO—GUARD SERIES-60
ALUMINUM HORIZONTAL ROLLING WINDOW
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT _ NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL _IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
4 1/4" MAX.
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STRUCTURE
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6
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METAL
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OPG.
EXTERIOR
WINDOW WIDTH
XO LAYOUT
MIAMI-DADE COUNTY
WINDOW WIDTH I WINDOW WIDTH
1BY
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TYPICAL ANCHORS
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ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E53
1
FRAME HEAD
6063-T6
-
2
E61
1
FRAME SILL
6063-T6
-
3
E62
1
SILL TRACK INSERT
6063-T6
-
4
E52
AS READ.
MOV. FRAME JAMB
6063-T6
-
5
E51
AS REQD.
FIXED FRAME JAMB
6063-T6
-
6
E54
1 / VENT
FIXED MTG. RAIL
6063-T6
-
7
E66
1/ VENT
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6063-T6
-
8
E56
1/ VENT
VENT JAMB STILE
6063-T6
-
9
E57
2/ VENT
TOP AND BOTTOM RAIL
6063-T6
-
10
E58
AS REQD.
GLAZING BEAD
6063-T6
-
12
SL203P
2/ VENT
SWEEP LATCH, AT 9-1/2" FROM TOP & BOTTOM
-
SULLIVAN & ASSOC.
13
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2/ iA%n
LATCH INST. SCREW
ST. STEEL
FH SMS
14
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2/ VENT
ROLLER HOUSING & GUIDE
CELCON
15
E64
2/ VENT
ROLLER
BRASS
-
16
E65
2/ VENT
I ROLLER PIN
ST. STEEL
- •
17
#8 X 1"
AS REOD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS '
18
#8 X 3"
2/ VENT
FIX. RAIL SILL SCREliVS (SILL END)
CRS
P.H. SMS •
19
W23181
AS REQD.
PILE WITH INTEGRAL FIN W'STRIPPING
-
ULTRAFAB
21
E207
AS REQD.
BULB SEAL
SANTOPRENE
ULTRAFAS, DUROMETER 65:4
22
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AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 65"6
23
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-
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24
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SERIES 6aQ....
•;•••• Ah• JMINUM••O"I'SWING ENTRANCE DOOR
•:.••• SINGLE SX) A;Q•DOVBLE (XX) LEAF DOORS SEE SHEET 2.
SWf49 •jLONE SINGLE SIDELITE SEE SHEET 3. ,
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3.
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
DOWSIL 899
Z
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
3/16" HEAT STREN'D. GLASS
SILICONE
DOWSIL 899
0 \ 0 \ /
w \ _
GLASS TYPE 'G1'
M V)
3
0
rn
GLASS TYPE 'G2'
1/8" TEMP. GLASS
,5/16" AIR SPACE
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
1/8" HEAT STREN'D. GLASS
SILICONE
DOWSIL 899
� I
oLLJ
\ /
x \
w
GLASS TYPE 'G3'
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SETTING BLOCKS AT LAM. GLASS
READ. FOR WIDTHS EXCEEDING 36" ONLY
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
CARDINAL XL
EDGE SPACER
ST. STEEL
SILICONE
SETTING BLOCKS AT INSUL. LAM. GLASS
NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS
PRoDuc r AEVLWA
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FRAME WIDTH FRAME WIDTH FRAME WIDTH I
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HEAD & SILL ANCHORS 0 ,", o�
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12" (4) AT 3" O.C. 12" 12" H W a
5" MAX. MAX. 5" MAX. MAX. 5" MAX. MAX. Q JL N M
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CORNERS CORNERS �� �� CORNERS ILN
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(OPTION 2 SHOWN) _ _ _ I _ _ _ _ (OPTION 2 SHOW ---
SEE SHEET 7.1---*---- SEE SHEET 7.1 w -----Icy-----
FOR DESCRIPTION / yl FOR DESCRIPTIOt�i xx N X w fl xQ N = N
w w 2 II' �m < a �m O
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37" MAX. 37" MAX.
LEAF WIDTH LEAF WIDTH W . z u L
m m 2
o�oN
C N N
STAND ALONE SINGLE SIDELITE a o ir o w
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• it
D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" N
D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 = o; 0592
_ Viz` o
NOTE: ''nn : �\
GLASS CAPACITIES ON THIS SHEET ARE ®gyp ' TE d���® drawing no.
NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) ®� °° �"1
e R1D�.•°°moo W12-08
EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION �>i � ��`
BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 °°0®/� 1111 I\ �` sheet 2 of g
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DOORS LOAD CAPACITY - PSF
SINGLE DOORS (X)
DOOR DIMS.
LAMINATED
GLASS
FRAME
WIDTH
LEAF
WIDTH
FRAME
HEIGHT
EXT.(+)
INT.(-)
39-3/4"
37"
98"
70.0
75.0
DOORS LOAD CAPACITY - PSF
DOUBLE (XX)
DOOR DIMS.
LAMINATED
GLASS
FRAME
LEAF
FRAME
EXT.(+)
INT.(-)
WIDTH
WIDTH
HEIGHT
76"
37"
98"
70.0
75.0
DESIGN LOAD CAPACITY - PSF
STAND ALONE SINGLE SIDELITES
SIDELITE
FRAME
WIDTH
INCHES
SIDELITE
FRAME
HEIGHT
INCHES
WITHOUT
REINFORCING
EXT.(+)
INT.(-)
24
30
36
37
42
82
1
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
61.7
1 66.1
24
30
36
37
42
86
1
70.0
75.0
70.0
75.0
70.0
75.0
70.0
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61.7
66.1
24
30
36
37
92
70.0
75.0
69.8
69.8
64.1
64.1
63.3
63.3
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D.L.O. HEIGHT (SIDELITE)
D.L.O. WIDTH (SIDELITE)
DESIGN LOAD CAPACITY - PSF
SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SIDELITE
FRAME
WIDTH
INCHES
SIDELITE
FRAME
HEIGHT
INCHES
WITHOUT
REINFORCING
WITH
REINFORCING
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
24
30
36
37
42
82
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
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70.0
75.0
70.0
75.0
61.7
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61.7
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61.7
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30
36
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70.0
75.0
69.8
69.8
70.0
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64.1
64.1
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63.3
63.3
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24
30
36
37
98
63.3
63.3
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57.8
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53.1
53.1
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52.4
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75.0
REINFORCING
AS READ.
SEE CHART
39-3/4" MAX. (SINGLE)
SIDELITE WIDTH �}I 76" MAX. (DOUBLE)
DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
FRAME HEIGHT - 11.000"
FRAME WIDTH - 4.438"
5" MAX.
HEAD/SILL
CORNERS
148" MAX.
TESTED FRAME WIDTH
HEAD & SILL ANCHORS
AT STILE ENDS
CLUSTER OF (4) AT 3" O.C.
g" (4) ANCHORS
AT HEAD/SILL 12"
3" MAX.
QTYP. HEAD
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32 3/4" 26 15/16" 26 15/16"
FALSE MUNTINS OR
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MAY BE USED
37"
LEAF WIDTH
SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE)
MAX. 76" MAX. (DOUBLE)
SEE CHART AT LEFT DOOR FRAME WIDTH
(OXXO)
MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
ORODU f REVIW
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THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
METAL
EDGE DIST. F STRUCTURE
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MANF./SUPPLIER/REMARKS
1
E601
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6063-T6
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2
E602
-
FRAME COVER
6063-T6
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3
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DOOR FRAME JAMB
6063-T6
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4
E604
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SIDELITE TOP &BOTTOM FRAME
6063-T6
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4A
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SIDELITE 9" BOTTOM FRAME
6063-T6
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5
E605
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SIDELITE FRAME JAMB
6063-T6
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6
E606
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SIDELITE SLIP ON JAMB
6063-T6
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7
E607
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LEAF TOP &BOTTOM RAIL
6063-T6
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7A
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LEAF 9" BOTTOM RAIL
6063-T6
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8
E608
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LEAF W'STRIP ADAPTER
6063-T6
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9
E609
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LEAF HINGE STILE
6063-T6
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10
E610
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LEAF LOCK STILE
6063-T6
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11
E611
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LEAF ASTRAGAL STILE
6063-T6
-
12
E612
-
LEAF ALIGNMENT BRACKET
6063-T6
-
13
E613
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LEAF CLAMP
6063-T6
4-1/4" LONG
13A
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-
HINGE BACK-UP PLATE
6063-T6
12" LONG
14
E614
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GLAZING BEAD (5/16" LAM. GLASS)
6063-T6
-
14A
E109
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GLAZING BEAD (7/16" LAM. GLASS)
6063-T6
-
15
E615
-
GLAZING BEAD (INSUL. GLASS)
6063-T6
-
16
E616
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SNAP COVER
6063-T6
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17
E613
-
BOLT SUPPORT
6063-T6
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18
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6063-T6
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19
FD-107
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SULLIVAN & ASSOC.
20
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FLUSH BOLT LEVER
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21
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29
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ACTIVE LEAF:
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(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE
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THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM
INACTIVE LEAF:
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
HEAD AND FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
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MecaWind Std v2.2.7.7 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
Date : 9/11/2018
Project No. JobNo
Company Name : E.M.MORA ARCH
Designed By Architect
Address : 8752 SW 143 ST
Description Wind Load
Calculation
City : Palmetto Bay
Customer Name Tracy Young/Rem
Elizabeth
State : F1, 33176
Proj Location : 990 Ne 97
St, Miami
Shores, F1< 33138
File Location: C:\Users\marco\AppData\Roaming\MecaWind\Default.wnd
Input Parameters: Directional
Procedure All
Heights Building (Ch 27 Part
1)
Basic Wind Speed(V) =
175.00 mph
Structural Category =
III
Exposure Category
= C
Natural Frequency =
N/A
Flexible Structure
= No
Importance Factor =
1.00
Rd Directional Factor
= 0.85
Alpha =
9.50
Zg
= 900.00
ft
At =
0.11
Bt
= 1.00
Am =
0.15
Bm
= 0.65
Cc =
0.20
1
= 500.00
ft
Epsilon =
0.20
Zmin
= 15.00
ft
Pitch of Roof =
2.62 : 12
Slope of Roof(Theta)
= 12.32
Deg
h: Mean Roof Ht -
13.97 ft
Type of Roof
GABLED
RHt: Ridge Ht =
17.24 ft
Eht: Eave Height
= 10.69
ft
OH: Roof Overhang at Eave=
2.50 ft
Overhead Type
= OH w/ soffit
Bldg Length Along Ridge =
82.90 ft
Bldg Width Across Ridge= 55.00
ft
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 15.00 ft
lzm: Cc*(33/Zm)^0.167 = 0.23
Lzm: 1*(Zm/33)^Epsilon = 427.06 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1
q
• • • • • •
• • • • • • • •
Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85
••• • • • • ••• • •
. ..... . ...
. ...... . ....
.... . . .... .
Kht: Topographic Factor (Figure 6-4)
Qh: .00256*(V)^2*I*Kh*Kht*Kd
Cpww: Windward Wall Cp(Ref Fig 6-6)
Roof Area
Reduction Factor based on Roof Area
= 1.00
= 33.94 psf
0.80
5091.17 ft^2
= 0.80
MWFRS-Wall Pressures for Wind Normal to 82.9 £t Wall (Normal to Ridge)
All pressures shown are based upon ASD Design, with a Load Factor of .6
'Wall Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
--------------- ------ ----------- -----------
Leeward Wall. -0..50 -9-0.53 -8.32
Side Walls -0.70 -26.30 -14.09
Wall Elev Kz Kzt Cp qz Press Press Total
ft parr +GCpz -bpi apt-2Lpi
-------------------------------------------------------------------
Windward 10.69 0.85 1.00 0.80 33.94 16.97 29.19 37.51
Windward 0.69 0.85 1.00 0.80 33.94 16.97 29.19 37.51
Roof Location Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
---------------------------------------------------------------------------
Windward - Min Cp -0.61 -23.71 -11.49
Windward - Max Cp -0.10 -8.99 3.22
Leeward Norm to Ridge -0.39 -17.36 -5.14
Overhang Bat (Windward onlyp 0.60 23.09 23.05
Notes - Normal to Ridge
Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base ealcs on Mean Ht
Note (2) Wall & Roof Pressures = Qh*(G4Cp - GCPi)
Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press
Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi)
Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 12.3 Deg, h/l= 0.17
Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0.
MWFRS-Wall Pressures for Wind Normal to 55 ft wall (Along Ridge)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Wall Cp. Pressure- Pressure
+GCpi (psf) -GCpi (psf)
--------------- ------ ----------- -----------
Leeward Wall -0.40 -17.61 -5.39
Side Walls -0.70 -26.30 -14.09
Wall Elev Kz Kzt Cp qz Press Press Total
ft paf +40-Vi -GCpi +/-GCpi
-------------------------------------------------------------------
Windward 17.24 0.87 1.00 0.80 34.95 17.66 29.88 35.26
Windward 10.69 0.85 1.00 0.80 33.94 16.97 29.19 34.58
Windward 0.69 0.85 1.00 0.80 33.94 16.97 29.19 34.58
Roof - Dist from Windward Edge Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
----------------------------------------------------------------
Roof: 0.0 ft to 7.0 ft -0.90 -32.07 -19.86
Roof: 7.0 ft to 14.0 ft -0.90 -32.07 -19.86
Rcof: 14.4 ft to 27.9 ft -0.54 -20.53 -9.32
Roof: 27.9 ft to 82.9 ft -0.30 -14.76 -2.55
Notes - Along Ridge
Note (1) Ref Fig 27.4-1, Parallel tp•Ri61V% Vlj), •h/1W %.1799
Wind Pressure on Components and Cladding (Cts l0•farti 1= : •: • •
•• ••• •• • • • ••
• ••• • ••• • •••
• • • •• • • • • •
• • •• • •• • • ••
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
,.
�.
a
'
Roof not
a
Shown
F
'
5,1
,,1�2
1�2
RNN !1Is
t r
a
Gable Roof ;
< 8
<= 4�;
a
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a" = = 5.50 ft
Description
Width
Span
Area
Zone
Max
Min
Max P
Min P
ft
£t
ft"2
GCp
GCp
psf
ps£
-----------------------------------------------------------------------
Front. Window L
12.00
4.00
48.0
5
0.88
-1.16
35.97
-45.46
Liv..Windows
12.00
5.16
61.9
4
0.86
-0.96
35.30
-38.70
Front.`i3iridow P.
12.0b
4.00
48.0
5
0.88
-1.16
35.97
-45.46
Entry Door
3.00
6.80
20.4
4
0.95
-1.05
38.20
-41.59
Rear. Sliding D
12.00
6.80
81.6
4
0.84
-0.94
34.59
-37.98
Rear.Bath Door
2.50
6.80
17.0
4
0.96
-1.06
38.67
-42.06
Rear Window
12.00
4.00
48.0
5
0.88
-1.16
35.97
-45.46
Left W 1
6.00
4.00
24.0
5
0.93
-1.27
37.77
-49.07
Left W 2
6.00
4.00
24.0
4
0.93
-1.03
37.77
-41.17
Left W 3 (bath)
3.00
3.00
9.0
4
1.00
-1.10
40.05
-43.45
Left W
3.00
4.00
12.0
5
0.99
-1.37
39.58
-52.68
Rear W 1
8.00
4.00
32.0
5
0.91
-1.22
37.02
-47.57
Rear W 2
6.00
3.00
18.0
4
0.95
-1.05
38.52
-41.92
&car W 3
Z_0..
3_0a
6_n_
!i
L_00
-L_40
4.0_05
-5a_63
Khcc:Comp. & Clad.
Table 6-3
Case
1
=
0.85
Qhcc:.00256*V^2*Khcc*Kht*Kd
=
33.94 psf
• • • • • • • • • • •
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