WS-18-118Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
443 NE 94 Street
Miami Shores, FL 33138-
Owner Information
SETH LONG
Address
Per
Permit NO. 1NS-1-1$-118
Permit Type: Nindows/Shutters
York Classification: Window/Door Replacem
Permit Status: APPROVED
Expiration: 07/15/2018
Parcel Number
1132060140510
Block: Lot:
650 W Avenue
MIAMI BEACH FL 33139-
Phone
Applicant
SETH LONG
Cell
650 W Avenue
MIAMI BEACH FL 33139-
Contractor(s) Phone
D & E OF SOUTH FLORIDA, CORP. (786)740-2549
Cell Phone
Valuation:
Total Sq Feet:
1111111111,
$ 7,224.07
106.3
Type of Work: REPLACING 10 WINDOWS AND 1 SLIDING
No of Openings: 11
Additional Info:
Classification: Residential
Scanning: 4
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$4.80
$3.15
$2.10
$1.60
$5.00
$210.00
$12.00
$6.40
$245.05
Pay Date Pay Type
Invoice # WS-1-18-66137
01/16/2018 Check #: 1072
01/16/2018 Check #: 1076
Amt Paid Amt Due
$ 195.05 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and S IMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that =II w' / wil be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named contractor to •o e ork ted.
Authorized Signature: Owner / Applicant / Contractor
Building Department Copy
January 16, 2018
January 16, 2018
Date
1
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BY:
JA 16 2118
FBC 20 (
/
Master Permit No. S(9 r) Q)
Sub Permit No.
ElBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 0 RENEWAL
PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 443 NE 94th Street
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#:11-3206-014-0510 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): SETH LONG
Address: 537 NE 96TH STREET
Phone#: 301-785-3381
City: MIAMI SHORES State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email: SETHALONG@GMAIL.COM
CONTRACTOR: Company Name: D&E OF SOUTH FLORIDA CORP.
Address: 10242 NW 47TH STREET #39
Phone#: 786-740-2549
City: SUNRISE State: FL Zip: 33351
Qualifier Name: DAVIAN RODRIGUEZ Phone#: 786-740-2549
State Certification or Registration #: CGC1520361 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 7,224.07 Square/Linear Footage of Work: 106.3 SQ FT
Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: REPLACING (10) WINDOWS AND (1) SLIDING GLASS DOOR TO HURRICANE
IMPACT WINDOWS AND DOORS.
BRONZE FRAME/ CLEAR GLASS
Specify color of color thru tile:
Submittal Fee $ v ' w Permit Fee $ 2-10 • CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $ `
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ I cl 5 ' 05
(Revised02/24/2014)
•
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. 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.
Signatur
The foregoing instrument was acknowledged�before me this
61. day of O fl V1IckY L , 20
S--e-1 \l , ' fl who is personallyk wn to
me or who has produce f i I i• as
identification and who did take an oath.
NOTARY PUBLIC:
4
************************sss******
APPROVED BY
by
CONTRACTOR
The foregoing instrument was acknowledged before me this
C day ofVCiitL)Or ,20 1 ,by
Cvi a r1 20dri9 V Who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
ies�
A Mt.dt_
Sign
Print:
Seal:
as
Commiaidn OFF 223914
*************************************************************************
Plans Examiner
Zoning
(Revised02/24/2014)
Structural Review
Clerk
IMPORTANT
MESSAGE
When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a
change in ownership, the assessed value of the property may reset to full market value, which could result in higher property
taxes. Please use our Tax Estimator to approximate your new property taxes.
The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website
directly for additional information.
SEARCH:
Address Owner Name Subdivision Name Folio
443 ne 94 street
PROPERTY INFORMATION
Folio: 11-3206-014-0510
Sub -Division:
MIAMI SHORES SEC 2
Property Address
443 NE 94 ST
Miami Shores, FL 33138-2845
Owner
NUVIEW IRA INC
SETH LONG
Mailing Address
650 WAVE UNIT 501
MIAMI BEACH, FL 33139
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT
Beds / Baths I Half 2/2/0
Floors 1
Living Units 1
Actual Area 2,006 Sq.Ft
Living Area 1,572 Sq.Ft
Adjusted Area 1,777 Sq.Ft
Lot Size 12,900 Sq.Ft
Year Built 1950
Featured Online Tools
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PA Additional Online Tools
Glossary
Property Record Cards
O OQ
Suite Q Back to Search Results
Non -Ad Valorem Assessments
Property Search Help
Piwe, ty Taxes Report Discrepancies Report Homestead Fraud
Tax Comparison Tax Estimator TRIM Notice
Value Adjustment Board
ASSESSMENT INFORMATION
Year
Land Value
Building Value
Extra Feature Value
, Market Value
2017 2016 2015
$386,677 $322,062 $309,947
$99,157 $123,679 $123,679
$2,542 $2,565 $2,146
$488,376
$448,306
$435,772
I Assessed Value
$488,376
$320,256
$318,030
e
TAXABLE VALUE INFORMATION
2017
2016
2015
COUNTY
Exemption Value
Taxable Value
$0
$488,376
$50,000
$270,256
$50,000 I
$268,030I
SCHOOL BOARD
Exemption Value
Taxable Value
$0
$488,376
$25,000
$295,256
$25,000
$293,030
CITY
Exemption Value
Taxable Value
$0
$488,376
$50,000
$270,256
$50,000
$268,030
REGIONAL
{ Exemption Value
$0
$50,000
$50,000
Taxable Value
BENEFITS INFORMATION
$488,376
$270,256
Benefit Type
Save Our Homes Cap Assessment Reduction
Homestead Exemption
Second Homestead Exemption
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional).
FULL LEGAL DESCRIPTION
MIAMI SHORES SEC 2 PB 10-37
LOTS 18 & 19 BLK 52
LOT SIZE 100.000 X 129
COC 24315-3676 02 20061
SALES INFORMATION
2017
$268,030
2016 2016
$128,050 $117,742
$25,000 $25,000
$25,000 $25,000I
Previous Price OR Book- Qualification Description Previous Owner 1
Sale Page
07/06/2016 $492,000 30203-4502 Dual by exam of deed PMT NPL FINANCING
20151
$355,100 30014-2791 Financial inst or"In Lieu of Forclosure" stated JEFFREY S HERSH
03/24/2016
02/01/2006
08/01/2005
$610,000 24315-3676 , Sales which are qualified
$435,000 23815-1408 Sales which are qualified
(
07/01/2033 $0 21467-0941 Sales which are disqualified as a result of examination of
04/01/1982 $90,000 11440-1006 Sales which are qualified
11/01/1971 $35,500 00000-00000 Sales which are qualified
r For more information about the Department of Revenue's Sales Qualification Codes.
the deed
2017 I 2016 2015
r y
LAND INFORMATION
Land Use Muni Zone PA Zone Unit Type Units Calc Value
GENERAL R-20 1100 - SGL FAMILY - 2301-2500 SQ Front Ft. 100.00 $386,677
BUILDING INFORMATION
Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft AdJ Sq.Ft. Calc Value
1 1 1950 2,006 1,572 1,777 $99,157
Building Sketches Available!
EXTRA FEATURES
Description
Patio - Concrete Slab w/Roof Aluminum or Fiber
Chain -link Fence 4-5 ft high
L
ADDITIONAL INFORMATION
Year Built Units Caic Value
1974 384 $2,212
1969 60 $330
• The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from
other government agencies.
LAND USE AND RESTRICTIONS
Community Development District: NONE Community Redevelopment Area: NONE
Empowerment Zone: NONE Enterprise Zone: NONE
Urban Development: Temporarily Zoning Code: Temporarily
Unavailable Unavailable
Existing Land Use: 10 - SINGLE- Government Agencies and Community Services
FAMILY,
MED.-DENSITY (2-5
DU/GROSS ACRE).
OTHER GOVERNMENTAL JURISDICTIONS
Business Incentives Children Trust City of Miami Shores
Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District
PA Bulletin Board Non -Ad Valorem Assessments School Board
South Florida Water Mgmt District Tax Collector
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.mlamidad
e.gov/info/disdaimer.asp
For inquiries and suggestions email us at http:/Avww.miamidade.gov/PAPortal/ContactFonn/ContactFormMain.aspx.
Version: 2.0.3
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Home Privacy Statement Disclaimer About Us ADA Notice Contact Us
02014 Miami -Dade County. All rights reserved.
D&E
Of SOUTH FLORIDA CORP.
Letter of Authorization
10242 NW 47th St #39
Sunrise, FL 33351
(786)740-2549
CGC1520361
I Davian Rodriguez, with D&E of South Florida Corp, give Yenefer Salvia, employee of AASAP
Corp, to Register me with the Village of Miami Shores on my behalf. As I am unable to appear in
person.
If you have any questions or questions or concerns, please feel free to contact me to my cell
phone number provided above.
Thank you and have a blessed day!
Best R
Davian odriguez
State of Florida, County of Miami -Dade
Sworn to and subscribed before me this
VI h day of �Utl V Gif 201
nt.-C e Sa\vi
Prin , p= or; p nam: of notary
pires
Personally known to me, or
LIProduced identification, type:
VII1EFER SALVIA
•'= Commission OFF 223914
My Commission Espies
April 23. 201 O'
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax:I(305) 756.8972
CONTRACTORS' REGISTRATION
IF CONTRACJOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. �C Y_OF QUALIFIER'S STATE LICENCES
B. ✓ CO PY OF_LOCAL BUSINESS TAX�RECEIPT_ _,
C. ✓COPY OF LIABILITY INSURANCE* ,
D. ✓ +COPY OF WORKERS COMPENSATION INSURANCE* _
- -
«(Workers Compensation EXEMPTION must have NOTICETO`OWNER form and Contractor Affidavit)
I
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER
B. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL
CONTRACTOR'S TAX RECEIPT.
D. COPY OF LIABILITY INSURACE*
E. COPY OF WORKERS COMPENSATION INSURANCE*
(Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit)
*YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW:
Certificate Holder:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
Certificate must specify the description of operations or contractor license number.
BUSINESS NAME: O t C CDC SCO-Vh i'lo riG�O�. Cb r e
BUSINESS ADDRESS: I U2 Li 2 Vv LIB CITY �vin(t -art, STATE CL ZIP S i
BUSINESS PHONE:-TL-II)- S'-4 q FAX NUMBER
i1 �P) Z ( )
CELL PHONE rep) -1 L40- Z Q QUALIFIER'S NAME: lGivi Oi l a r10Ve2
QUALIFIER'S LIC NUMBER:
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
2601 BLAIR STONE ROAD
TALLAHASSEE FL 32399-0783
RODRIGUEZ, DAVIAN
D & E OF SOUTH FLORIDA, CORP.
10242 NW 47 STREET
SUITE 39
SUNRISE FL 33351
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque
restaurants, and they keep Florida's economy strong.
Every day we work to improve the way we do business in order
to serve you better. For information about our services, please
log onto www.myflorldallcense.com. There you can find more
information about our divisions and the regulations that impact
you, subscribe to department newsletters and learn more about
the Department's initiatives.
Our mission at the Department Is: License Efficiently, Regulate
Fairly. We constantly strive to serve you better so that you can
serve your customers. Thank you for doing business in Florida,
and congratulations on your new license!
RICK SCOTT, GOVERNOR
II
(850) 487-1395
STATE OF FLORIDA
l
4 DEPARTMENT :OF BUSINESS AND
a••�.. PROFESSIONAL=REGULATION
CGC1520361,�''`"ISSUED:�, 09/06/2016
17alC
CERTIFIED GENERAL"•,CONTRACTOR
RODRIGUEZ ,`DAVIAN
D & E OF SOUTHFLORIDA,.CORP.
IS CERTIFIED tinder the I ovislons.or'Ch.489 FS.
Eaprretion dete : AUG 31, 2018 L1609050001543
DETACH HERE
KEN LAWSON, SECRETARY
STATE OF FLORIDA,
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
LICENSE NUMBER
110.
ti
CGC1520361
The GENERAL CONTRACTOR
l Named below IS CERTIFIED _
Under tile provisions of Chapter 489 FS.
Expiration: date: AUG 31, 2018.-
RODRIGUEZ; DAVIAII
D & E OF SOUTH FLORIDA4(CORP7
10242 NW 47,,STREET,`� w
SUITE 39
SUNRISE FL 33351
41111
11014,
ISSUED:-09106/2016 DISPLAY AS REOUIRED"BYLAW
ti
s.
SEO ft L1609060001543
AX
115 S. Andrews Ave . Rm. A-100. Ft Lauderdale. FL 33301-1895 — 954-831-4000
VALID OCTOBER 1, 2017
THROUGH SEPTEMBER 30, 2018
DBA:
Business Name: D AND E OF SOUTH FLORIDA CORP
Owner Name: DAVIAN RODRIGUEZ
Business Location: 10242 NW 47 ST STE 39
SUNRISE
Business Phone: 954 533 - 9208
Rooms
Seats
Receipt #:GE ERAL CONTRACTOR
Business Type:
Business Opened:11/24/2014
State/County/Cert/Reg: CGC 15 2 0 3 61
Exemption Code:
Employees Machines Professionals
L
For Vending Business Only
Number of Machines:
Vending Type:
Tax Amount
Transfer Fee
NSF Fee
Penalty
Prior Years
Collection Cost
Total Paid
27.00
0.00
0.00
0.00
0.00
0.00
27.00
THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS
THIS BECOMES A TAX RECEIPT
WHEN VALIDATED
This tax is levied for the privilege of doing business within Broward County and is
non -regulatory in nature You must meet all County and/or Municipality planning
and zoning requirements. This Business Tax Receipt must be transferred when
the business is sold, business name has changed or you have moved the
business location. This receipt does not indicate that the business is legal or that
it is in compliance with State or local laws and regulations.
Mailing Address:
D AND E OF SOUTH FLORIDA CORP
10242 NW 47 ST STE 39
SUNRISE, FL 33351
2017 - 2018
Receipt #01A-16-00007830
Paid 09/22/2017 27.00
CERTIFICATE OF LIABILITY INSURANCE
oA 44,41.41C04
01/03/201
OS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE-4
FICA HOLDER. TH4S
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
SELow, 141443 CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE PR pnoucEn, AND THE CERTIFICATE HOLDER,
IMPORTANT: If the certificate holder is ADDITIONAL INSURED, the les} must hve ADDITIONAL INSURED pro be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain poles may require an endorsement. A statement on
this corlikate doe* not confer rights to the certificateholder lieu of such endorsement s
tiAtita4C,ER
EttreNiInsvance #101
3750 Vti clagter St
44476t.tnED
GE
USE OF SOUTH FLOROA CORP
10242 NW 47 El
Suntssa
FL 33134
FL 333t
CERTIFICATE R:
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•.;.I.ERTIFICATE sAAT OE ISSOE0 OR MAY PERTAIN, THE INsuRANce AFFORDED SY THE POLICIES
EXOTTISIONS Atm, CO IONS OF SNCII POMMES LASTS SHWAS MAT HAVE BEER REDUCED SW
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Wisdom and doors
TIF1CATE HOLDER
Village of Miami Stores
Building Department
10050 ftE 2 Ave,
Miami acrres Village, FL. 33138
A
LATION
SHOULD ANY OF THE. ABOVE DESCRIBED POLICIES DE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL DE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
ESE
A t
1911111S11S.ACOFTO,CORPORATION, All right reserved,
.A CORO 25(2015/D3) The ACOR rne d logo a ref!' tared riteries 01 oittstio"---
JEFF ATWATER
CHIEF FINANCIAL OFFICER
STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
• CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW*
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 2/5/2016
PERSON: RODRIGUEZ
FEIN: 203001569
BUSINESS NAME AND ADDRESS:
D & E OF SOUTH FLORIDA CORP
10242 NW 47 STREET SUITE 26
SUNRISE FL 33351
SCOPES OF BUSINESS OR TRADE:
LICENSED GENERAL
CONTRACTOR
EXPIRATION DATE:
DAVIAN
2/4/2018
Pursuant to Chapter 440.05(14), F.S., en officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section
may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S.. Certificates of election to be exempt... apply only
within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13). F.S.. Notices of election to be
exempt and certificates of election to be exempt shoe be subject to revocation if, at any lime after the filing of the notice or the issuance of the certificate,
the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609
D&E
Or SOUTH FLORIDA"CORC
Date: January 9th, 2018
State of Florida
County of Miami -Dade
10242 NW 47th St #39
Sunrise, FL 33351
(786)740-2549
CGC1520361
Before me this day personally appeared 11 Q i\ an ado cy.eZ who, being duly sworn,
deposes and says:
That he or she will be the only person working on the project located at:
(-! N� h 5-+ re e-t--
Contractor Signature
Sworn to (or affirmed) and subscribed before me this day of Ja n�U � . 20 1 ,
By DVi0(1 I2UC,QnO-L)eZ
Personally know 1/
OR Produced Identification
Type of identification Produced
" ' YENEFER- SALVIA
,, • ' , `'r!�. Notary Pule • State of Florida
: • Commission #FF 223014
My aeon Ep1M
.1101t•
P Name of Notary
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 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 EmployepFacts 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.
1. 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 minimum 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 SIGNIN BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS
/1 lid
Signature:
State of Florida
County of Miami -Dade /� tI
The foregoing was acknowledge before me this day of C� 1YLA, 20
who is personally known to me or has produced
as identification.
srSf'.—Yh -Pc I 0Yl
Notary
SEAL:
.-' ti % MAHARAI K. GONZALEZ
1111; MY COMMISSION # GQ 044602
• owcP;= EXP►RES: November2, 2020
iCq"• Bonded Thro Notary Public Underwriters
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 q to ifier 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).
Acknowledge t:
Qualifier/0 , ner Signa re
/►(j11/g Dav an
Date Print Name
Lie
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
(Eco_Window Systems, LLCj
i?5114.1N06 Stree
Nied ey, L 331 $8
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 ?rodait Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dake G8wnty) re%2f'7e the right'; •
to have this product or material tested for quality assurance purposes. If this pig l t or iat®iial fails to'.
perform in the accepted manner, the manufacturer will incur the expense of suglasttitjng and the AHJ spay
immediately revoke, modify, or suspend the use of such product or material witlon•their jurisdiction. $ER••;
reserves the right to revoke this acceptance, if it is determined by Miami -Dade' Ik unty rodrict Conti..
Section that this product or material fails to meet the requirements of the applicalMOArding mdc? • •
This product is approved as described herein, and has been designed to compy wah the FrdYidd Buildhig • •
Code, including the High Velocity Hurricane Zone. • •• •• .
(DESCRIPTION:_ eries `Eco_ uard,200"Aluminum horizontal 2o11 ng V4;ind =Lat i .
APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-266 Afum. Ho'r!aniolling .
Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
FISSILE A T „_.Large and, ma issi e=lmpactrResistant
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# 14-0317.01 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 Manuel Perez, P.E.
MIAM1-DADE COUNTY
APPROVED
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
ODA No._15:9728.0 i
(Eip ratuon Date: Miy 4'7, 20199
Apprava ;mate: iSeptember.° , 201.5
Page 1
.
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#09-0312.08)
2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw.
(L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15,
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 F01194 '....'
3) Cyclic Wind Pressure Loading per FBC, DVS 2'03-94 • • •
4) Forced Entry Test, per FBC 2411.3.2.1, aironiS 202-94
along with marked —up drawings and installation diagram of an.aluminuyn sir;gle hulig • •
window, prepared by Fenestration Testing Laboratory, Inc., fitst4Zeport►No.•'
FTL-7635," dated 12/09/14, signed and sealed by Marlin D. Bi.gifpn, P.I •: •. •
(Submitted under previous NOA#14-0317.01) • • •
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • : . •.•
2) Uniform Static Air Pressure Test, Loading pgt YBC rA•02-94
3) Water Resistance Test, per FBC, TAS 20 -94 ' .".'.• .
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • •
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
3. 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 a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
Manue ere , P.E.
Product Cont of Ex . iner
NOA No. r5-0728.05
Expiration Date: May 27, 2019
Approval Date: September 03, 2015
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08) • • , : • •
6. Test reports on: 1) Large Missile Impact Test per FBC, TAS•20-44 • . .•
2) Cyclic Wind Pressure Loading per FBC, iAP203-94 •
along with marked -up drawings and installation diagram of an!alumind n • •
horizontal sliding window, prepared by Hurricane Engineering & TI'estiiig, hic., Test•, •
Report No. HETI-08-2228B, dated 01/15/09, signed and sealel• b' Cankdo.F. Font,:..'
P.E. .... .. •
•
(Submitted under NOA#09-0312.08) • • : ' •
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.94 . • .
2) Cyclic Wind Pressure Loading per FBC, 'FAS 203-994• • • •.
along with marked -up drawings and installation diagram of a XOX alunfihuln
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
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 a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
9. 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 a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
Manuel P P.E.
Product Control . iner
NOA No. 15- i 728.05
Expiration Date: May 27, 2019
Approval Date: September 03, 2015
E-2
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 07/08/15, 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)t
E. MATERIAL CERTIFICATIONS
....
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ail ad'icA, Inc. for,their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expirir tir 2/1111'e....
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerieta, Inc. foo their •
"SentryGlas® (Clear and White) Glass Interlayers" dateel,Qd/. 5/15,.6tpii'ing on
07/04/18. • • • •
• • a • •
F. STATEMENTS
• .. •
1. (Statement letter of conformance, complying with FBC 5th Edition (20x4 2tnd_ofTA
financial interest, July8,,2015, signed and sealed by Javadaa, P.E • • •
•
.
11
•
•
• •
•
G. OTHER
1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved
on 04/10/14 and expiring on 05/27/14.
Manuel z, P.E.
Product Contra aminer
NOA No. 5-0728.05
Expiration Date: May 27, 2019
Approval Date: September 03, 2015
•
E-3
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE [NOA)
Teo Wintlo_w_Systems, LLCM
(9114.NW106 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-Dgde County Rik 4ot Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserv.e the right. •
to have this product or material tested for quality assurance purposes. If this ptiodwvt or ttlaferial fails
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH.T tr �Y •
immediately revoke, modify, or suspend the use of such product or material withltl'their jurSsdictwn. RER •
reserves the right to revoke this acceptance, if it is determined by Miami-Dade'County Product ConM ".
Section that this product or material fails to meet the requirements of the applicalllp'liutding egda.
This product is approved as described herein, and has been designed to comply.waith. the Florida Building. •
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
Code, including the High Velocity Hurricane Zone.
. .
f )ESC TION: Series "Kw -Guard 300" Aluminum;Fixed inndow L.M . •': •
.. • •
APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw.
(L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
`NII SILE IMPACT RATING: Large and Small Missile Yin actistant
gP
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# 14-0317.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI•DADE COUNTY
APPROVED
(NO IS:0715:10
(Expiration'Date. June,17, 20
royal Date: _September}3; 20.,T
Page 1
.
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#09-0413.08)
2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)",
sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, 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, Loadingpar`FBC TA ' 02-94 •.
3) Water Resistance Test, per FBC, TAS 20244.. •
along with installation diagram of a 97 1/4" wide x 96 1/8" high:Eeo-Guardiseries 300 •
aluminum double fixed window, prepared by Hurricane Engitidefing & Sest ig Inc', •
Test Report No. HETI-08-2192A, dated 01/15/09, signed artct,by c dido Fe •; • • •
Font, P.E. (Submitted under NOA#09-0413.08) • ••
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS;28j' 4 • •:
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94{ •
along with installation diagram of a 97 1/4" wide x 96 1/8" lii } o-Guard series i89• •;
aluminum double fixed window, prepared by Hurricane Engineering & 7•asiting Inc.,
Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F.
Font, P.E. (Submitted under NOA#09-0413.08)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202-94
along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by
Candido F. Font, P.E. (Submitted under NOA#09-0413.08)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by
Candido F. Font, P.E. (Submitted under NOA#09-0413.08)
5. 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 installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300
aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing
Inc., Test Report No: HETI-08-2194, dated 01/15/09, signed and sealed b Candido
F. Font, P.E. (Submitted under NOA#09-0413.08)
•
Manuel Per
Product Control E am er
NOk No. 15-0715,10
Expiration Date: June 17, 2019
Approval Date: September 03, 2015
E - 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300
aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test
Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA#09-0413.08)
• •
C. CALCULATIONS • • • • •
1. Anchor verification calculations and structural analysis, comara witlIFJ3C•5th ••
Edition (2014), dated 07/08/15, prepared by Al-Farooq CorpQr. iQn, signed and 4, .
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 (IN RE •
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.
F. STATEMENTS
1. tatement_ etter of conformance, complying with FBC-StFBC-5th dation.,(2014),..and o ,no
inancial_interest, dated July 8, 2015, issued by AI-Farooq Corporation, signed an
sealed by Javad Ahmad, P.)✓
G. OTHER
1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 04/10/14
and expiring on 06/17/19.
it
Manue
Product Control 147 er
NOA .No. 15-0715.10
Expiration Date: June 17, 2019
Approval Date: September 03, 2015
E-2
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
(Xco WindowSy_stems)1-1
(8502 NW 80. StrTel)
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 Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
(DESCRJPTION Series "Eco-Guard 500 0utswing Aluminum Casement Window=L.M.I
APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw.
(L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, 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.
(1/1 SSILE I r� R `)Z ING Large and. Small Missile Impact Aesista nst
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 15-0406.10 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 Sifang Zhao, P. E.
MIAMI-DADE COUNTY
APPROVED
teIi1Iw'7
(NOA No.17=11011.22
fExp ration,Date:_May,19, 202
Approval Date•_Deuember. 1,241'1i
Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0309.06)
2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)",
sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, 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 per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a casement window,
prepared by Hurricane Engineering and Testing, Inc., Test Reports No.
HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido
F. Font, P.E.
(Submitted under NOA No. 11-0309.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15,
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
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no
financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E
ay 1 2/lac
Sifang Zhao, P. E.
Product Control Examiner
NOA No. 17-1011.22
Expiration Date: May 19, 2021
Approval Date: December 21,2017
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and
HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all
signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 11-0309.06)
G. OTHERS
1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 500" Outswing Aluminum Casement Window —
approved on 05/02/13 and expiring on 05/19/16.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)",
sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, 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 Resources (RER).
E. MATERIAL CERTIFICATIONS
1. 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-FBC5thEdition (2014) with FBC 6t
dition_(2017) and of no financi interest da eptember 6,. prepared by
(Faroocq_Corporation,_signed anti sealed y_Javad Ahmad, P.E).
G. OTHERS
1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.T.,
approved on 07/02/15 and expiring on 05/19/21.
Sifang Zhao, P. E.
Product Control Examiner
NOA No. 17-1011.22
Expiration Date: May 19, 2021
Approval Date: December 21,2017
E-2
MIAM1•DADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
C In co Systems, LLC?
(9114 N. : `lti 0fi Street,,
[Medley, FI:.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 revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
(DESCRIPTION: Series"70 „' Aluminum:Sliding,,Glass Door wvl Reinforcements-L.M.I)
APPROVAL DOCUMENT: 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., 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 IM A ` T ;� arge an 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 #13-0912.02 consists of this page 1 and evidence pages E-1, as well as approval document
mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMI DADE COUNTY
APPROVED
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.Qov/economv
MA No.15-0612.05
(Expiration Date: •March-20, 2019�
Approval Date:,-December.17, 2015
Page I
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 203-94`
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagrams of Alum sliding Glass doors,
prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and
last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E.
Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by
Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511'
Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 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 Ed.
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. (Statcment_letterof conformance to_FBC 2014 5"',E ition and letter of_no financial
interest,_prepared by Al Farooq Corporation;_ dated 06/1O/15, signed and sealed by_Javad)
(Ahmad, 13..0
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. ' t ,
Ishaq I. Chanda, P.E.
Product Control Examiner
NON No. 15-0612.05
Expiration Date: March 20, 2019
Approval Date: December 17, 2015
E-1
WINDOW / DOOR SCHEDULE
GLASS
EFFECTIVE
GCp
CALC. WIND
PRESSURE
PRODUCT
PRESSURE
WATER
NOTICE OF
MARK
NO.
DESCRIPTION
THICKNESS/
TYPE
TINT
FRAME
COLOR
PANEL
STYLE
WIDTH X
HEIGHT
MANUF. /
MODEL #
AREA
(SQ.FT.)
ZONE
(+)
GCp (-)
REQUIREMENT
CAPACITY
INFILTRATION
APPROVAL
(N.O.A.)
REQUIREMENT
(P.S.F.)
(P.S.F.)
D1
ALUMINUM SLIDING GLASS DOOR -
IMPACT RESISTANT
7/16 LAMI
(TYP "B")
CLEAR
BRONZE
XX
72" x 80"
WINDOWS
ECO W
SERIES 700
20.0
20.0
INT (4)
-1.05
+38.3
-41.7
+70
-80
YES
15-0612.05
WA
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
CLEAR
BRONZE
XOX
111" x 63"
ECO WINDOWS
SERIES 200
16.2
INT (4)
+0.96
-1.06
+38.8
-42.2
+70
70
YES
15-0728.05
®
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
CLEAR
BRONZE
XO
37" x 63"
ECO WINDOWS
SERIES 200
9.2
INT (4)
+1.00
-1.10
+40.0
-43.4
+68.9
-77.5
YES
15 0728.05
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
i „
ECO WINDOWS
+1.00
+40.0
+70
®
WINDOW - IMPACT RESISTANT
(TYPE "A")
CLEAR
BRONZE
XO
53 d' x 38 g
SERIES 200
7.0
INT (4)
-1.10
-43.4
-80
YES
15-0728.05
®
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
CLEAR
BRONZE
XO
534"x 38 g a„
ECO WINDOWS
SERIES 200
7.0
END (5)
+1.00
-1.40
+40.0
-53.7
+70
-80
YES
15-0728.05
®
ALUMINUM HORIZONTAL ROLLER
WINDOW - IMPACT RESISTANT
5/16 LAMI
(TYPE "A")
CLEAR
BRONZE
XO
a A
74" x 50 '
ECO WINDOWS
SERIES 200
12.8
END (5)
+0.98
-1.36
+39.4
-52.4
+70
-80
YES
15-0728.05
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
a
ECO WINDOWS
+1.00
+40.0
+70
WINDOW - IMPACT RESISTANT
(TYPE "A")
CLEAR
BRONZE
XO
53" x 50 d'
SERIES 200
9.2
END (5)
-1.40
-53.7
_S0
YES
15-0728.05
O
ALUMINUM CASEMENT WINDOW-
IMPACT RESISTANT
5/16 LAMI
(TYP "A")
CLEAR
BRONZE
X
19 a' x 38g a„
ECO WINDOWS
SERIES 500
5.0
INT (4)
+1.00
-1.10
+40.0
-43.4
+70
_75
YES
17-1011.22
ALUMINUM FIXED WINDOW-
7/16 LAMI
37" DIA
ECO WINDOWS
+1.00
+40.0
+75
O
IMPACT RESISTANT
(TYPE "C")
CLEAR
BRONZE
0
(CIRCLE)
SERIES 300
9.5
INT (4)
1 10
43.4
80
YES
15-0715.10
��
""�
ALUMINUM FIXED WINDOW-
IMPACT RESISTANT
7/16 LAMI
(TYPE "C")
CLEAR
BRONZE
0
24" DIA
(CIRCLE)
ECO WINDOWS
SERIES 300
4.0
END (5)
+1.00
-1.40
+40.0
53.7
+75
80
YES
15-0715.10
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
a'
ECO WINDOWS
+1.00
+40.0
+70
WINDOW - IMPACT RESISTANT
(TYPE "A")
CLEAR
BRONZE
XO
37" x 50 a
SERIES 200
6.4
END (5)
-1.40
-53.7
_80
YES
15-0728.05
Miami Shores Village
APPROVED
ZONING DEPT
BLDG DEPT
BY
DATE
INIMI
(11152115111
Sl HMI C;T 1O l(lM°I'I IANIfr WITH AI I f ri rHAI
',IAII nl,lHH(""„ . iMillIII `r,ANI,HI (,I II -
SCOPE OF WORK:
WINDOW / DOOR REPLACEMENT CONSISTING OF:
• 12 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS
• 1 NEW IMPACT RESISTANT ALUMINUM FRAMED SLIDING GLASS DOOR
GENERAL NOTES:
1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE 6TH EDITION (2017) AND THE ASCE 7-10 WIND CODE.
2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS
PRIOR TO INSTALLATION. • •
3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALLIWF •
STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO •
PRODUCT CONTROLS. • • • • • •
•
4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CON1•Fkft• •
N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL pTFfER•
OPENINGS ARE NOT PART OF THIS PERMIT. • • • • •
5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E. Bfeh1,1S• •
COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WTN4-11K •
THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAV6•f3E. J
PERFORMED TO VERIFY THEIR ADEQUACY. • • •
•
6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR
HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. FT•(5.0•S%
FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISHED
FLOOR.
WIND LOAD CALCULATIONS
CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2
WIND VELOCITY =
EXPOSURE CATEGORY =
BUILDING CATEGORY =
BUILDING CLASSIFICATION =
IMPORTANCE FACTOR (I) =
WIND DIRECTIONALITY FACTOR (Kd) _
HEIGHT OF HILL OR ENTRAPMENT (H) =
TOPOGRAPHIC FACTOR (Kzt) =
MEAN ROOF HEIGHT (h) =
175 MPH
C
I I
ENCLOSED
N/A
0.85
N/A
1.00
15 FT
VELOCITY PRESSURE
EXPOSURE COEFFICIENT (Kh) = 0.85
PRODUCT OF INTERNAL PRESSURE
COEFFICIENT AND GUST
EFFECT FACTOR (GCpi)
PRODUCT OF EXTERNAL PRESSURE
COEFFICIENT AND GUST
EFFECT FACTOR (GCp)
BUILDING "W' AT NARROWEST DIMENSION =
CORNER DISTANCE FOR ZONE 5 (a)=
± 0.18
(NOTE 1)
so,_o„N.O_ GE . SG
EngiggSra
•
•
••i
•
•••••
••
•
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• EN GINEE ..5
•••• • •• 12020 SW 70th Ct •
.7a1
• Miami, FL 331i� • •
• 786• 7�9401 00•2oy2W •
• Z •
•
• U•
a_
w
Oa
0
a
0
0
Z
443 NE 94th St
00000000
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Co
(MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h)
BUT NOT LESS THAN 4% OF THE NARROWEST DIM
0.1 X 60'-0" = 6'-0"
0.4 X 15.-0" = 6'-0"
0.04 X 60'-0" = 2'-5"
a = 6'-0"
VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh)
qh= .00256 (Kh) (Kzt) (Kd) (V^2)
qh = .00256 (0.85) (1) (0.85) (175^2)
qh = 56.51 PSF
DESIGN WIND PRESSURE (p)
(LOW RISE BUILDING AND BUILDING LESS THAN 60FT)
p = (0.6)gh[(GCp) - (GCpi)J
(PRESSURE) p = (0.6) 56.51 [GCp(+) - (-0.18)]
(SUCTION) . p = (0.6) 56.51 [GCp(-) - (+0.18)]
OR 3 FT.)
No. 64759
• * *
% /7/l8 ILi
STATE OF
NOTE:
1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE
WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE.
2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL
BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE
TESTED COMPONENT ARE A STRUCTURAL BREAK.
3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE
WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT.
4. GARAGE DOOR EFFECTIVE WIND AREA SHALL BE (SPAN^2)/3.
F�ORIOP & ��
/S/ONAL N \\\
/////1111%".
Eduardo A. Suarez P.E.
License No. 64759
Date 01-07-18
Project Designer E.A.S
Drawn By E.A.S.
Checked By' E.A.S.
Submittal PERMIT SET
Drawing Title:
GENERAL NOTES,
CALCULATIONS
AND SCHEDULES
Sheet:
1of2
(wc)
W
BATH
BEDROOM
KITCHEN
BATH
BEDROOM
EGRESS
to
to
w
0
w
WA
WB) (WA)
BATH
LIVING
FLOOR PLAN
SCALE: 1/8" = 1'-0"
01
(wG)
FOYER
BEDROOM
EGRESS
(n
w
w
NOT PART OF
PERMIT
�-a
WD
• • '
• •
••••••
•
••••••
••••
• •
••••••
• •
•• ••
••••••
• • •
• •
• •
• • •
•• •
•••••
•
•
S UARr .•
• ENGINEERE'•••:
• •Mt SW 70th Ct• •
Miami, FL 33te • • •
•14• /-9401 Cal, •Z44,3% •
••••••
•
• Z •
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No. 64759 N
�Q STATE OF !1.-
//
'i�'ORIOP. ' /, 'ONA . `�
Eduardo A. Suarez P.E.
License No. 64759
Date 01-07-18
Project Designer: E.A.S
Drawn By E.A.S.
Checked By E.A.S.
Submittal PERMIT SET
Drawing Title:
FLOOR PLAN
Sheet:
2of2
z
3 1/2" MAX.
72"
HEAD/SILL
CORNERS
O4
0
J
0
FALSE MUNT1NS
(SURFACE APPUED)
MAY BE USED
WINDOW WIDTH
4"
3"
1 1,
1 i 1, I
'.
U)
iI
31 1/4"
D.L. OPG.
35 3/8"
- ._ VENT _WIDTH
1; 1 t
32 3/4"
D.L. OPG.
ITNESE. WINE —ARE—RATED_FOR ,DIRGE=&=SMALE I ISSILE_IMPACT)
;SHUTTERS ARE NOT_REQUIREDI
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Butocite PVB
By 'Kuraroy America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE _
DOW CORNING 899
GE SCS 2000
AT 1/4 POINTS ON UTES
WIDER THAN 36" ONLY
'GLASS- TYPE _ `A7
io
0)
rn
1/8" HEAT STREN'D. GLASS
3 1/2" MAX.
HEAD/SILL
CORNERS
WINDOW . HEIGHT
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
itYPICAC'"ECEVATIONS)
.090" Interlayer
SentryGlas
By 'Kuraroy America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GE SCS 2000
AT 1/4 POINTS ON UTES
WIDER THAN 36" ONLY
GLASS TYPE 'B'
GT,A7.TNG OPTT(1NS
in
_—t11. — —
WINDOW WIDTH
10 5/8" MAX.
4"
HEAD/SILL
3"
CORNERS
I
I I\ 1 ;;
(,I
; I I I
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I
_====1F=
I I
I •/ j I
/.
%
/f
C 1
-
-
-
w
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/11
-11
I
I
Ii
1
1
I/1
1
1
•
1
I ,it
It IN \ I t is Y
c,\\ I + I
32 3/4"
D.L. OPG.
36 7/8"
(VENT_ WIOTN`
I /
32 3/4"
D.L. OPG.
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE `C' MUST BE TEMPERED.
1/8" HEAT STREN'D. GLASS
5/16" AIR SPACE
1/8" HEAT STREN'O. GLASS.
.090" Interlayer
Butacite PVB
By 'Kuraroy America, Inc:
—1/8" HEAT STREN'D. GLASS
CARDINAL XL
EDGE SPACER
ST. STEEL
IS
li
SILICONE
SILICONE
DOW 899
AT 1/4 POINTS
-ALL SIZES
GLASS .TYPE 'C'
•I
(2) ANCHORS AT MTG. STILE ENDS TYP.
(4) ANCHORS REQD. FOR SIZES AND. LOADS
MARKED WITH '+' ON SHEET 2 ONLY
jo)
a
w,
z
U
iECO-GUARD' (SERIES-200)
ALO i UM• HORIZO TAL ROLLING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
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 MULUONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
• •
.' • •
S. •
•
• • • •
• •
• • • •
• •
S. ••
• • •
• •
• •
• • •
•• •
tTHIS PRODUCT HAS BEEN DESIGNED AND 'TESTED TO COMPLY WITH 'THE)
iREQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH,VELOCIT_.
(HURRICANE ZONE;-(HVHZ).j
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE
SETTING BLOCKS AT
LAM. GLASS AND INSUL. LAM. GLASS
NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS
Engr: JAVAD Ali 0
CML
FLA. PE L 70,9'1J2
C.A.N. 5
2015
PRODUCT REVISED
as complying with Ole Florid*
Building Code
Acceptance No R 5 " 0
Ex Italian Date 11e:''ty�l p)q
By
Mialn" Dade Product Cont'
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GLASS OPTION ADDED
UPDATED TO 2014 FBC
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drawing no.
W09-12
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800
•
••
•
•..
•
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•
_ --- -
lalatajjkliAJLIMIk ,0 OR 3 2'SLL
WINDOW DIMS.
W/O REINF.
WITH
REINF. "
A
1 GLASS TYPE
'A' (
GLASS TYPE
'B'
GLASS TYPE
'C'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
26-1/2"
37"
53-1/8"
74"
4
70.0
80.0
80.0
90.0
70.0
80.0
26"
4
70.0
80.0
80.0
90.0
70.0
80.0
(3)
6
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
26-1/2"
37"
4
70.0
80.0
80.0
90.0
70.0
80.0
3 .°
y 4 ,-'
70.0
80.0
80.0
90.0
70.0
80.0
53_ 1/!'J'-
(4)
6
.0 -
- 80.01
80.0
90.0
70.0
80.0
74"
8
70.0
80.0
80.0
90.0
" 70.0
80.0
26-1/2"
0-5/8"
5
4
70.0
80.0
80.0
90.0
70.0
80.0
' '37"
53-1 /
74"
4
701
. 0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0 ,
8
70r0
80 0
80.0
90.0
70.0
80.0
26-1/2"
4
70.0
80.0
80.0
90.0
70.0
80.0
7" 1
4
68.9.
77.5
80.0
90.0
70.0
80.0
53-1/8"
74"
6
70.0
70.0
80.0:
90.0
70.0
80.0
8
70.0
70.0
80.0
80.4 *
70.0
80.0
24"
36"
48"
60"
72"
(3)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0-
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
--70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
- 70.0
80.0
80.0
90.0
70.0
80.0
24"
36"
48"
60"
72"
�4)
. 4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
24"
'36"
48"
60"
72"
�5)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0 -
6
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
+ 70.0
80.0
80.0
90.0
70.0
80.0
24"
36"
48"
60"
72"
�6)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
70.0
80.0
90.0
70.0
80.0
6
70.0
70.0
80.0
90.0
70.0
80.0
8
70.0
70.0
80.0
1 87.6 *
70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS
'XO OR C X'
_ - •,' '�t,N' LOAD A'AC Y -_
' S' XOX SIZES _
.
WINDOW DIMS.
W/0 REINF.
WITH
REIN?.
A
GLASS
's•
'TYPE.
CLASS TYPE
'B'
GLASS TYPE
'C'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
106-1/4"
111"
26"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1/4"
111"
38-3/8"
(4)
9
' 70.0 -
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1/4"
111"
50-5/-
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1/4"
•
"
9
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
82.6 *
70.0
80.0
)
�,�
12
= 70.0
7Ql}
80.0
80.4 *
70.0
80.0
72"
84"
96"
108"
24"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70,0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
36"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
' 90.0
70.0
80.0
72"
84"
96"
108'
48"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0 '
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
60"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
9
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
90.0 *
70.0
80.0
12
70-0
70.0
80.0
87.6 *
70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
(1/3W)
I
(1/3W)
i.
1-1
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
DESIGN LOAD CAPACITY - PSF (XOX SIZES)
DOW DIMS.
A
W/O REIN?.
. WITH REINF.
GLASS TYPE
'A'
GLASS TYPE
'B'
GLASS TYP
'C'
WID' .
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
I = (-)
74"
106-1/4
111"
(3)
9
70.0
80.0
80.0
90.0
70.0
0.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1/4"
111"
3. 3/8"
)
9
70.0
80.0
80.0
90.0
70.'
80.0
12
-
-
80.0
90.0
7► 0
80.0
12
-
-
80.0
90.0
4.0
80.0
74"
50-5 %'
9
70.0
80.0
80.0
90.0
70.0
80.0
74"
63)
(6)
9
70.0
70.0
80.0
90. ►`
70.0
•
BG,p.'
•••'
82.4
72"
84"
96"
108"
24"
(3)
70.0
80.0
80.0
9 N .0
70.0
9
70.0
80.0
80.0
0.0
70.0
8041.,'
12
70.0
' 80.0
80.0
90.0
70.0
80..'
12
70.0
80.0
80.0
90.0
70.0
80141
72"
84"
96"
108"
36"
(4)
9
' 0.0
80.0
80. r•
90.0
70:0
• r
85.0
9
7 0
80.0
8. -'
90.0
70.0
... •
812.0 '
12
70.'.
80.0
..0
90.0
70.0
89.0
-
-
0.0
90.0
70.0
80O•'
72"
84"
96"
�5)
9
70.0
' 80.0
80.0
90.0
70.0
80.0
9
70.0
" 0.0
80.0
90.0
70.0
80.0
12
70.0
7 - --
80.0
90.0
70.0
80.0
72"
60"
(6)
9
70.0
7--.•
80.0
90.0
70.0
80.0
ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 3 FOR DETAIL.
A = NO. OF ANCHORS P HEAD
( ) = NO. OF ANCHORS P R JAMB
SILL
(1/4W)
(1/2W)
4.
(1;;4W)
VENTS TO BE 1/4 OF THE WINDOW WID
'XOX'•- _
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAO5-DEC-219
•
•
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Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A. . 3538
2 0 20
PRODUCT REVISED
as complying with the Florid&
Building Code
Acceptance No
Ex • iration Date
IS-0 28
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MANUF, ADDRESS REV.
GLASS OPTION ADDED
UPDATED TO 2014 FBC
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(sheet 2 of 7
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1 BY
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TYPICAL ANCHORS
SEE ELEV.
FOR -SPACING
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EDGE DIST.
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TYPICAL ANCHORS
SEE ELEV_
FOR SPACING
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE DIST.
%\
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WEEPHOLES:
W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END
AND 37" O.C. MAX.
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
18Y
WOOD BUCK
EDGE DIST.
O
9 O
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
:DG DIST.
0
0
x
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
iTYPrCAL ANCHORS.'•: SEE ELEV. FOR SPACING
ULTRACON-BY 'ELCO T I #I'Fy is Si'
(INTO 2BY WOOD f UC : S OR w0._o0T CJETURE
(1=1/2"`MIN PPENE TI N INTOW?OD '(HEAD/SILL/JAMBS)'
ITHRU ITBY'BUCKS=INTO' CONC. OR MAS_5N
/4" MIN, _EMBED ll<IT CONCRETE (•Ef40/SILL
`1-1 /4" MIN. _EMBED IIN Q CONC. O MASONRY.(JAMBS)
DIRECTLY INTOY)
114t MIN. EMBED INTO CONCRETE (HEAD/SILL))
0-1/`4" MIN. EMBED INTO CONE- OR MASOI` R1Ls(JAMBS)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
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)
• •
• • •
•• •
•
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• • •
• •
•TYPICAL
EDGE DIUANC
• •
• • •
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OCCONCRETE AND MASONRY. = t2 �1 /2"MINA
1N1T0_WOOD STRUCTU E MIN1
PTO METAL STRW:01 5/4
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN
Engr JAVAD AHMAD
CIVIL
FLA. PE # 70592
CAN. 3538
02O1
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No E 0
Ex iratio i Date FT>ii.�f
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drawing no.
W09-12
• •
14104140
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(,.6,...1 2 ..[ -1 )
1 /4" MAX.
1/4" MAX,
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
STEEL REINFORCING
AS REQD.
SEE SHEET 2 FOR CAPACITY
WINDOW WIDTH
IXO LAYOUT
1 BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 1 / 4"
W
1/4" MAX.
1 /4" MAX.
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
STEEL REINFORCING
AS REQD.
SEE SHEET 2 FOR CAPACITY
WINDOW WIDTH
MIAMI—DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS .
SEE ELEV. FOR SPACING
1 BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE DIST.
Engr: JAVAD AHMAD
CIVIL
FLA. PE fi 70592
CA.N. 3538
2015
WINDOW WIDTH
WINDOW WIDTH
• •
• • •
•• •
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• • • •
• •
• • • •
• •
.• •.
• • •
• •
• •
• • •
•• •
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No 1
Expiration Date
By
Mia1n' ade Product Con
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drawing no.
W09-12
(sheet 4 of 7
•
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1 • • •
1 • • • •
•
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1 • • • •
•
• • • •
•
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0
ALT.
EDGE 01ST. - -
•s
EDGE DIST.
TYPICAL ANCHORS
SEE ELEV.
, . FOR SPACING
cn
TYPICAL ANCHORS
SEE ELEV. FOR SP
O' •
cn
U,
- METAL
STRUCTURE
EDGE
01ST. 1
\t••'•'`rrr
Pi=MOMM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
MIAMI-DADE COUNTY APPROVED
MULLION & MULUON ANCHORS
SEE SEPARATE NOA
EDGE
01ST.
m
TYPICAL ANCHOR
SEE ELEV.
FOR SPAC
1/4" MAX.
SHIMS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING \-e 4
C1
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ALT.
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
CA. . 3538
0 2015
• •
• • •
•• •
•
• • • •
• •
• • • •
•• ••
• •
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• • •
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PRODUCT REVISED
complying with the Florida
Bu ; .ng Code
A _ • ce No
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UPDATED TO 2014 FBC
Q
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drowing no.
W09 -12
sheet 5 of 7
••
•
•
2.750
3.249
F
.813
.062
1.140 - 1.610 -a
FRAME HEAD
.500
7
1.718
I
r-1.0671
.715
.062
-1.140 -"-1
1.434
.813
VENT TOP/BOTTOM RAIL
3/16"
1"
STEEL REINFORCING
1.140-'> 1.610
.813
3.876
.078
1.058
2.501
.500
2.750
FRAME SILL
.519 t
sr-
71� 9 i _ .045 .803 .045
1.047 - AIL 1.047
1-.130
GLAZING BEADS
.803
JAMB STILE
MEETING RAIL
1.314
.250
.340 .312
.062
SILL TRACK
.500 1.1871
2.750
2.812
.874 L-�
1.687
MOV. FRAME JAMB
O FIXED MTG. RAIL
-1 .750 r
.062
2.812 2.750
1.688
FIXED FRAME JAMB
2.688
FLUSH FRAME ADAPTER
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
FY201
1
FRAME HEAD
6063-T6
-
2
FY202
1
FRAME SILL
6063-T6
-
3
FY203
1
SILL TRACK INSERT
6063-T6
-
4
FY205
AS READ.
MOV. FRAME JAMB
6063-T6
-
5
FY101
AS REOD.
FIXED FRAME JAMB
6063-T6
-
6
FY104
1/ VENT
FIXED MTG. RAIL
6063-T6
-
7
FY105
1/ VENT
VENT INTERLOCK
6063-T6
-
8
FY206
1/ VENT
JAMB STILE
6063-T6
-
9
FY107
2/ VENT
TOP AND BOTTOM RAIL
6063-T6
-
10
FY108
AS REQD.
GLAZING BEAD (LAM. GLASS)
6063-T6
-
10A
FY110
AS REOD.
GLAZING BEAD (INSUL. LAM. GLASS)
6063-T6
-• •
11
-
AS REQD.
REINFORCING BAR
STEEL
- • • •
•• •
12
-
AS REQD.
REINFORCING BAR
STEEL
-
•
13
FY204
AS RTEQD.
ADD -ON SILL RISER
6063-T6
USE AS REQD.
14
FY208
4/ VENT
ROLLER HOUSING & GUIDE
CELCON
- •••••I
15
FY209
2/ VENT
ROLLER
BRASS
- 40.••••,
16
FY210
2/ VENT
ROLLER PIN
ST. STEEL
- • • • • •
17
#8 X 1"
AS REQD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
18
#8 X 3"
2/ VENT
FIX. RAIL SILL SCREWS (SILL END)
CRS
P.H. SMS •
19
W23181
AS REOD.
FIN SEAL W'STRIPPING
•- ULTRAFAB • • 4
••
20
0300T190
AS REQD.
BULB SEAL
Q-LON
SCHLEGEL
21
E207
AS REQD.
BULB SEAL
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
22
E203
AS REOD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
23
FLB-50
AS REQD.
GLASS SPACER
SILICONE •
FRANK LOWE
24
SL203P
2/ VENT
SWEEP LATCH
-
SULLNAN & ASSOC.
25
#8 X 1/8"
2/ LATCH
LATCH INST. SCREW
ST. STEEL
OH SMS
26
WA2L
2/ WOW.
WEEP VALVE
---
PREFERRED ENG. PRODUCTS
27
-
1/ VENT
5/16" BOX SCREEN
-
OPTIONAL
28
FY120
-
FLUSH FRAME ADAPTER
6063-76
OPTIONAL
29
-
2/ LITE
SETTING BLOCK
EPOM
DUROMETER 80±5 SHORE A
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A.N. 3538
PRODUCT REVISED
as complying with ;he Florida
Building Cade
Acceptance No moo 8 fl
f?�: iration Date 2 t-a
+
By
tvlica i Dade Product Contr
305) 262-6978
COMP—ANL\W09-12EC0
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UPDATED TO 2D10 FBC
MANUF. ADDRESS REV.
GLASS OPTION ADDED
1
UPDATED TO 2014 FBC
.0
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0
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drawing no.
W09 --12
sheet 6 of 7
•
FRAME TOP CORNER
VENT TOP/BOTTOM CORNERS
FRAME BOTTOM CORNER
FIXED MTG. RAIL CORNER
Engr: JAVAD AHMAD
CIVIL
FLA. E # 70592
CA. . 3538
0 2015
• _ •
• • •
•• •
•
••••
• •
• • • •
• •
•• ••
• •
• •
•
• ••
S.
PRODUCT REVISED
,as complying with the Florida
Building Code 1r?'O 2.g O5
Acceptance No
Ex nation Date 19
By
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417
V
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NO CHANGE THIS SHEET
MANUF. ADDRESS REV.
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
r
.0
a)
0
0
O
N
M
O
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drawingno.
W09-12
sheet 7'of 7
•
••
•
•
1.608 _ 1
1.813
1.000
F' 2.750
Q FRAME HEAD/SILL/JAMB
Q FLUSH FRAME ADAPTER
.75Q !�
.813 I .803
.050 F�--
GLAZING BEAD
.375
03 ANCHOR COVER
DECO -GUARD SERIES=390
XLUMIN UM- FIXED —WIND Q
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIX./FIX. OR FIXED 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 PROD J CTBEEN DESIGNED AND TESTED TO COMPLY WITH THE
IREQUIREMEt TS E THE_FLORIDA_.BUILDING, CODEJNCLUDING_HIGH VELOC
•HURRICANE tORt HVHZ}
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE.
FALSE MUNTINS
(SURFACE APPLIED)
OPTIONAL
8
6" MAX.
HEAD/SILL
CORNERS
WINDOW WIDTH
D.L. OPG.
4!
$_ C-41=====
12" MAX.
HEAD/SILL
TYPICAL ELEVATION
GLASS D.L.O. DIMS.
D.L.O. HEIGHT = WINDOW HEIGHT — 3.625"
D.L.O. WIDTH = WINDOW WIDTH — 3.625"
1TI1ESE WINDOWS ARE RATED FOR LARGE 8c SMALL MIISSILE IMPACT'
ESHU,TTERS Aff LOT REQUIREDD
Engr: JAVAD AHMAD
CML
FLA. PE 70592
C.A.N. 538
10 2015
•
• . •
•• •
• • • •
• •
••.•
• • •
•
• •
• • •
•• •
PRODUCT REVISED
as complying with the Florida
Building Code 15 -a r5• ro
Acceptance No
Ex iration Date
By
Miami bade Product Co
o
2019
•
•.••••
.•
•
• •
•4 • • • •
• •
.r •• ••
`J :.••
C
ECO-GUARD SERIES-300 ALUM FIXED WDW. (UUli.)�
v)
0
N
.>
43)
c
O
0
0
0
a
UPDATED TO 2010 FBC
MANUF. ADDRESS REV.
UPDATED TO 2014 FBC
•
.0
(1)
0
0
ad
0
0
M
0
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drawing no.
W09-20
(sheet 1 of 5
•
•...
•
..••
3/16" ANN. GLASS
.090" Interlayer
Butacite PVB
By Kura ray Americo, Inc.'
3/16" ANN. GLASS
SILICONE
DOW CORNING 899
GE SCS 2000
AT 1/4 POINTS
ON LITES WIDER
THAN 36" ONLY
18 X 1--1/4" SMS
AT 3-1/2" FROM ENDS
D 10" 0.C. MAX.
QLASS TYPE
GLAZING OPTIONS
WINDOW WIDTH_
1
WINDOW WIDTH
WINDOW LENGTH
3/16" HEAT STREN'D. GLASS
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
3/16" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GE SCS 2000
AT 1/4 POINTS
rr IIII I'� ON LITES WIDER
�■I�Y �� THAN 36" ONLY
Yr9
II11a
H8 X 1-1/4" SMS
AT 3-1/2" FROM ENDS
AND 10" 0.C. MAX.
_GLASS TYPE 'D'
WINDOW WIDTH
0
n
z
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
- - -
DESIGN
LOAD CAPACITY - PSF �-
WINDOW DIMS.
SS TYPE 'C'
GLASS TYPE 'D'
WIDTH (W)
LENGTH (L)
LEXT.L{)_
1T. -
EXT.(+)
1 NT.(-)
24"
ris.o
807_
80.0
90.0
30'
75.0
80.0
80.0
90.0
36" I
Cii".0'
80:01
80.0
90.0
42"
48" -
54"
60"
66"
72"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
90.0
24"
30"
36"
42"
48"
54"
60"
66"
72"
48"
75.0
80.0
80.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
76.6
80.0
90.0
24"
30"
36"
42"
48"
54"
60"
66"
72"
60,
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
66.8
71.3
80.0
90.0
60.2
64.2
80.0
90.0
60.2
64.2
80.0
90.0
60.2
64.2
80.0
90.0
24"
30"
36'
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
42"
! 75,0:-
80.0
90.0
48"
54"
60"
75.0
78.6
80.0
90.0
66.8
71.3
80.0
90.0
60.2
64.2
80.0
90.0
24"
30"
36"
42"
48"
54"
84"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
70.0
70.0
80.0
90.0
65.6
65.6
80.0
90.0
_64.3.
_.64.3_
_ 80.0 -
- 90.0
24"
30"
36"
42"
48"
96"
' 75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
76.2
80.0
90.0
64.6
64.6
80.0
90.0
59.9
59.9
80.0
90.0
24"
30"
36"
42"
108"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
74.5
74.5
80.0
90.0
61.5
61.5
80.0
90.0
24"
30"
36"
120"
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
74.5
74.5
80.0
90.0
- DESIGN LOAD CAPACITY - PSI/
'WINDOW DIMS.
GLASS TYPE '0'
GLASS TYPE 'D'
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
EXT.(+)
1NT.(-)
26-1/2"
37"
53-1/8"
74"
26"
75.0
B0.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
26-1/2"
37"
53-1/8"
74"
38-3/8"
75.0
80.0
80.0
. 90.0 -
75.0
80.0
80.0
90.0
75.0
80.0
80.0
90.0
75.0
80.0
80.0
$0.0 •
26-1/2"
37"
53-1/8"
74"
50-5/8"
75.0
80.0
80.0
k0 1
75.0
80.0
80.0
'Kin"
t8b"'
71.3
76.0
80.0
71.3
73.1
80.0
94 S" ""
26-1/2"
37"
53-1/8"
63"
75.0
80.0
80.0
8p,Ple,"
75.0
80.0
80.0
6O.d' • 4
67.9
72.5
80.0
'On •:
26-1/2"
37"
53-1/8"
76"
75.0
80.0
80.0
110.0 '
75.0 .
80.0
80.0
• 0' •
67.9
69.9
80.0
90.0
i
L
J
W
/j
%
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
Engr: JAVAD AHMAD
CML
FIA. PE j 70592
C.A.N.
PRODUCT RBVISED
as complying with the Florida
Building Cede t�O tc jfl
Acceptance No
Erxptuition Date
13�
Y
iV;l�.i71f
JU 2015
•
•
•
•
•
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•
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8
1
0
5
0
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drawing no.
W09-20
••
• • • •
•
• • • •
•
000
• •
..•
.•.•
..
.•..
•
• • • •
•
1BY
WOOD- BUCK
•. 4 4 -4
4 a'
4- 44
4
TYPICAL ANCHORS
SEE ELEV. FOR SPACING METAL
` STRUCTURE-
4•
4 ° 4
WINDOW HEIGHT
•
•
II
a
I,
!1
11
x
rn
2
w
4
_ 44
4
4 4.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
-SEE-ELEV. FOR SPACING"
1
1n
i
MIAMI—DADE COUNTY APPROVED
MULLION do MULLION ANCHORS
SEE SEPARATE NOA
I is
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
v. 1BY
WOOD BUCK
•
. 7 • 4
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
28 OOD BUCK
OR
WOOD ST'. TURE
cn
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS' SEE ELEV. FOR SPACING
.1 %4" DIAL (ULTRA 0N^ BY Ems' (Eu& 7Z KSI, Fy 155.KSI)
(INTO2BY WOOD BUCkS OR WOKE} S U Tt ES
s`1 1/2" MIt . PERETRATTON INTO WOOD
T U 1 BY BUCKS INTO CONC OR MASOO JR
MIN...EMBED__INTO CONC.._0R MASONRY)
(DIRECTLY INTO CONC. OR MASONRY)
L=1/47 MIN 1:MBED INTO CONC.OR_MASO I
14 SMS OR. SELF DRILLING SGREW�. ((GRADE_2_CRSj'
1,1NTO_MIAMI—DARE COUNTY APPROVED MULLIONS- (MIN. THO e
PINTO METAL,SfRUCTURES)
(STEE1, T 1 8" THK. MIN. = 36 _KSI_MIN.))
ALUMINVUM 1l8"_„THK MIN (6063 T5 MIN.
It(STEEL" iNYCONTACT_W T.FLALUMIUM,�T_0._BE PLATED OR PANTED
TYPICAL EDGE DISTANCE)
INTO CONCRETE AND MASONty e 2 MIN;
INTO W_QODSTRUCT_URE - 11�MIN
INTO=METAL STRUCTURE 314" 1iN
WOODATIIEADD SILLOR J MBS Sti 0.55_MIN.
£CONCRETE AT HEAD, SILL'OR._JAMBS f') 13000_PSI MIN
IIC_90 HOLEOW/a:1LLEDD $Eoc .AT JAMBS fvm}m ,—j 1500 PS!_MINp
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
Engr: JAVAD AHMAD
CML
FLA. P 70592
C.A.N 538
2015
PRODUCT REVISED
as complying with the Florida
Building Code l Ye nnme. 1
Acccptance No
Expiration Date
By
Miami
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ITEM , #
PART # _
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
. 1
FY301
2
FRAME HEAD/SILL/JAMB
6063-T6
-
2
FY302
AS READ.
GLAZING BEAD- 7/16" GLASS
6063-T6
-
3
FY303
AS REQD.
ANCHOR COVER
6063-T5
-
4
E203
AS REQD.
GLAZING BEAD BULB
NEOPRENE
ULTRAFAB
5
FLB-50
1
GLASS SPACER - 1/6' HIGH
SILICONE
FRANK LOWE
6
#10 x 1"
8
FRAME ASSEMBLY SCREWS
CRS
PH SMS
7
FY120
-
FLUSH FRAME ADAPTER
6063-T6
OPTIONAL
8
-
2/ UTE
SETTING BLOCK
EPDM
DUROMETER 8515 SHORE A
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4" MAX.
SHIM
Y WOOD B► K
•R
WOOD STRUCTUR
MIAMI-DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
�x—
WINDOW WIDTH
WINDOW WIDTH
EXTERIOR
D.L. OPG.
WINDOW WIDTH
RECT. OR SQUARE WINDOWS
1/4" MAX.
SHIMS
V
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
18Y
WOOD BUCKS
1/8" THK.
ALUM STRAP
WELDED
JOINTS
CIRCULAR WINDOWS MITER CORNERS
CORNER DETAILS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
Engr: JAVAD AHMAD
ML
FLA. ' ' # 70592
C.A. 3538
0 2015
• •
• • •
•• •
PRODUCT REVISED
as complying with the Florida
Budding Code
Acceptance No 1D ID 15.10
Ex • irafion Date y...�1
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SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1/4" MAX.
SHIMS
0
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INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
0
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Engr: JAVAD AHMAD
CIVIL
FLA. P # 70592.
CA . 3538
10Z015
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37"
ECO-GUARD ,SERIES--5( O
;-ter:
.ALUMINU `OIUTSK►ING _.CASEMEN'TWINDOW
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF CASMT/CASMT OR CASEMENT 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.
(FHIS p,FTNICJ EN ESIGNED. AND=TESTEIr10 GOMPL` W1-THIB
A0-0il EriT O "'1'"HE 20tc(5TI EDITIQN)72017=(6Tt=t=EDMON)�FL RkI
;�71)? G COli igt0 NG 1101 VELOCITY H'14 FtRTCAR _ZONE'(F YHZ
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.
THEE WIN WS, ARE RATED. FOR LARGE & SMALL MISSILE IMPACT,
.
SNUTF S ARE NOT REQUIRED.
m
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1/8" =WEAT STREN'D. ;GLASS
.090" lam -layer
Trosifol. PVB
By, 'kuraray knead. d. 'Inc..-
1/8' HEAT STREN'D.`GLASS
SILICONE
DOW CORNING- 899
GLASS TYPE 'A'
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.090" Interlayer
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By 'kuraray America, Inc.'
-1/8" HEAT STREN'D. GLASS
9
MAXIMUM DESIGN LOAD RATING = + 70.0. PSF
(FOR SIZES SHOWN OR SMALLS) - 75.0`:PSF
1:
SILICONE
DOW CORNING 899
1
1
GLASS TYPE 'AA'
AT_ /4 POINTS
ALL SIZES
SETTING BLOCKS AT INSUL. LAM. GLASS
NOTCH GLAZING BEAD LEG
TO CLEAR BLOCKS
GLAZING OPTIONS
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FALSE MUNTINS
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By 'kuraray America, Inc.'
3/16" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GLASS TYPE `B'
7" MAX.
HEAD/SILL
CORNERS
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LOCKING POINTS
SEE CHART
WDW. HEIGHT
UPTO
NO. OFKEEPERS
AT SASH
26"
- 2
38-3/8"
3
50-5/8"
4
63"
5
76"
6
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY' STATEMENT DCA05- DEC-21 9
i'r.0Dt)CT REVISED
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EDGE DIST.
EDGE DIST.
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MULLION & MULLION ANCHORS
SEE SEPARATE NOA
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
9.
EDGE DIST.
1BY
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Whom_ ANCHORS'
SEE ELEV.
FOR SPACING
aJ
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE
DIST.
TYPICAL ANCHORS: SEE tLEV. FOR FACING
` -4" IA.= ULTI QN BY 'ELCO' (Fu=177 KSI: Ey=1 i ,KS)
INTO 2SY WOOD BUCKS OR WOOD STRUCTURES
1. -_1/2" MIN. PENETRATION -INTO WOOD (FPO/SILL/JAMBS)
THRU '1 BY BUCKS INTO CONC. OR. BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/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 METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. •(6063-T5 MIN.)
,,STEEL: 1/8" T_HK. MIN. (Fy, = 36 KSI MIN.)
(STEEL IN COITiTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
12 SMS OR SELF DRILLING- SCREWS (GRt4DE 2-CRS) 1,
INTO 'MjAMI-DADE COUNTY ;APPROVED MULLtNS
(3) THREADS PENETRATION BE' TRATE,
,(NO SHIM SPACE)
ALUMINUM: 1/8" THK. MIN. (6063-T5 `MIV)
STEEL: 1/8" 'THK. MIN. (Fy 2 36 IC01 MIF1.
(STEEL IN CONTACT WffH ALUMINUM TO''I3E PLATED OR PAINTED)
e
TYPICAL EDGE DISTANCE
'INTO CONCRETE AND MASONRY = 2-1/2h i I
INTO WOOD STRUCTURE 1" MIN.
INTO METAL STRUCTURE 3/4" MIN.
•WOOD AT HEAP, -Sill. OR JAMBS SG 0.55 MIN.
CONCRETE AT ,HEAD, SILL OR JAMBS, f c, _ 3000 PSI MIN.
r 90-HOL@W/ff Fff•liteek-AT-JAMB9�f m"==2000-*PSI*WIN.
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sheet 2 of 6
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SHIM
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SHIMS
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VENT WIDTH
18Y
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
R
WINDOW WIDTH
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MIAMI—DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS
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1 /4" MAX.
SHIM
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1
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TYPICAL ANCHORS
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PRODUCT REVISED
as complying with the F intiela
Building Code (
Acceptance
Expiration Date 154
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Miami Dade Product f.;cntrot
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EDGE DIST.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
Q .
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TYPICAL ANCHORS
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EDGE DIST.
TYPICAL ANCHORS
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STRUCTURE
rI MIAMI-DADE COUNTY APPROVED
I MULLION & MULLION ANCHORS
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
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Miami Dade Proatiet CorAVY1
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sheet 4 of 6
2.750
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FRAME HEAD/SILL/JAMB
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2.094
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2.813
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1.582 —�J 1.750
VENT
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GLAZING BEAD (5/16" LAM. GLASS)
r-.130
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GLAZING BEAD (INSUL. LAM. GLASS)
394
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CORNER KEY
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1.256 -�I
SNUBBER - FRAME
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.780 c .120
6 I�
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SNUBBER - VENT
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1 _
_ E501_ _
4
FRAME HEAD/SILL/JAMB _
6063-T6
- -
2
E502
4
VENT
6063-T6
-
3
FY108
AS READ.
GLAZING BEAD (5/16" LAM. GLASS)
6063-T6
-
3A
E505
AS REQD.
GLAZING BEAD (INSUL LAM. GLASS)
'6063-T6
-
3B
FY109
AS REQD.
GLAZING BEAD (7/16" LAM. GLASS)
6063-T6
-
4
E508
AS REQD.
SNUBBER - VENT, FULL LENGTH
6063-T6
-
4A
E509
AS REQD.
SNUBBER - FRAME, FULL LENGTH
6063-T6
-
5
E506
OPTIONAL
SCREEN FRAME
6063-T5
-
7
#10 X 1-1/4"
AS REQD.
FRAME AND VENT ASSEMBLY SCREWS
-
H WH SMS -
8
E203
AS REQD.
BULB WEATHERSTRIPPING, DUROMETER 65
SANTOPRENE
ULTRAFAB
9
E203
AS REQD.
GLAZING BEAD BULB, DUROMETER 65
SANTOPRENE
ULTRAFAB
10
35.12.00.400
2/ VENT
4 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH, INSTALLED WITH (2) #10 X 5/8" SDS • •
11
13096.92
1
MULTI POINT LOCK SYSTEM
ZAMAK
TRUTH • •
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-
6/ VENT
KEEPER
STEEL
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-
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ROTO OPERATOR
ZAMAK/STL
TRUTH • •
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PSJ40-SS
2/ CORNER
FRAME/VENT CORNER KEY
ST. STEEL
•
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15
FY120
AS REQD.
FLUSH FRAME ADAPTER
6063-T6
OPTIONAL ••••
16
-
3
ANTI SAG SKATE
NYLON
M&M PLASTICS • • • •
17
#10 X 1-1/4"
2/ SKATE
FH SDS SKATE SCREWS
-
- ••••
•
18
#8 X 3/4"
AS REQD.
FH SMS SNUBBER SCREWS
-
•
IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" V.C.
19
-
2/ UTE
SETTING BLOCK, 3/16" X 3/4" X 4" LONG
EPDM
DUROMETER 80±5 SHORE A •'
• 1
20
FLB-50
-
GLASS SPACER - 1/8" HIGH
SILICONE
FRANK LOWE
21
-
-
INSUL. GLASS EDGE SPACER
ST. STEEL
CARDINAL XL
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE-MOREHEAD SM5504 SEAM SEALER.
PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY.
LOCKS:
MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH'
AT FRAME JAMB
LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL
FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS.
LOCK BAR SECURED TO JAMB WITH LOCK GUIDES
#33489.00.0001 SPACED AT 12-3/4" O.C. MAX.
EACH GUIDE FASTENED ,WITH (2) #10 X 1" P PH SMS
STAINLESS STEEL KEEPERS #31964.92 AT VENT
EACH FASTENED WITH (2) #10 X 5/8" P FH SMS
SEE CHART ON SHEET 1 FOR QUANTITIES
HINGES:
4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH'
LOCATED AT TOP AND BOTTOM CORNERS
FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS
OPERATOR:
SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH'
LOCATED AT SILL END
FASTENED WITH (6) #10 X 1" P PH SMS
OPERATOR TRACK #30175 AT BOTTOM RAIL
FASTENED WITH (2) #10 X 1" P PH SMS
ANTI --SAG SKATES:
VINYL ANTI -SAG SKATES BY 'M&M PLASTICS'
(2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS
(1) AT BOTTOM RAIL AT 4" FROM LOCK STILE
EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS.
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sheet 6 of 6
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP 1
STEP 2
STEP 3
STEP 4
SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY
AND REINFORCING REQUIREMENTS.
SELECT SILL TYPE FROM SHEET 7 AND LIMIT
EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL.
SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY.
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"
ITFIESE'DOORS ARE_RATEI) FOI LARDLA $101.L MISSILE IMIFACT)
tSIIUTTERS AfzE-NOT' REQ IRE
'SERIES-70 a -.
rALUMINUM SLIDING GLASS .DOOR
(THIS PRODUCT HAS BEEN DESIGNED AND TESTED TQSVMW M-4tITH THE
IREQUIREMENTS=OrTHE-201-475TH EDITIONS F ORIDA BUILDING COD5
11i CLUDING_HIGH VELOCITY IURRICANE_ZONE_(HVHZ))
1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS. SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE.
CO
0
5" MAX.
HEAD
CORNERS
4 3/8"
13" MAX.'
HEAD
I-
96"
DOOR FRAME WIDTH
CLUSTER OF
6 ANCHORS
AT INTERLOCK ENDS
SEE SHEET 5 FOR CAPACITY
DOOR FRAME HEIGHT
106 7/16"
PANEL HEIGHT
99 15/16"
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AT INTERLOCK ENDS
SEE SHEET 5 FOR CAPACITY
TYPICAL _ ELEVATION
ALTERNATE SIZE UNITS:
MAX. FRAME AREA OF DOORS NOT TO EXCEED
THE TESTED FRAME AREA OF 72 SQ. FT.
7
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Engr; JAVAD ABMAD
CIVIL
FLA. PE # 70592
CAN 3538
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W13-49
DOOR FRAME
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PANEL WIDTH
CLUSTER OF
6 ANCHORS
AT INTERLOCK/ASTRAGAL ENDS
SEE SHEET 5 FOR CAPACITY
Engn JAVAD AHMAD
CML
FLA. PE # 70592
C.A.N. 3538
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SILL
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HEAD
4 3/8"
TYP.
CLUSTER OF
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AT INTERLOCK/ASTRAGAL ENDS
SEE SHEET 5 FOR CAPACITY
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PANEL WIDTH
ASTRAGAL
INTERLOCK
TYPICAL ELEVATION
oxxx
ALTERNATE SIZE UNITS:
MAX. FRAME AREA OF DOORS NOT TO EXCEED
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Engr JAVAD AHMAD
CIVIL
FLA. PE # 70592
C.A. . 3538
2015
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APPROVED CONFIGURATIONS
EXTERIOR
NOTE:
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS
REQUIREMENTS SEE SHEET 5.
3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9.
Engr; JAVAD AHMAD
CML
FLA. PE 70592
CAN. 38
2015
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W13-49
(chavf A of 1 7 )
.•
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CHART #1
IDESIGIrLOAI3-CAPACITY.J (Sf LGLASS)
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEW
INCHES
gj_ASS_° P a
1:B..) 'B1'
GLASS TYPES
'A', 'Al'
DWI UT-REINEI
WITH REINF.
(,EXT.I()
wiz-3EXT.(+)
INT.(-)
30
iM _
42
48
54
€T
70.0
80.0
70.0
80.0
70.
I$ :
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
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, NPSF (ANCHORS)
AVERAGE
PANEL WIDTH
INCHES
DOOR FRAME
HEIGHT
INCHES
LAr CHOR
tAT'IIT
S�IILF-ENDS
(EgT.
` a
30
42
48
54
82
70.0
80.0
70.0
80.0
70.0
80.0
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
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
96
70.0
80.0
70.0
80.0
70.0
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
77.9
INTERLOCKSWITHOUT=REINF; INTEJ LOCKS WITH REINF.
3/16" HEAT STREN'D GLASS
.090" Interlayer
-SentryGlos
By 'Kuraray Americo, Inc.'
3/16" HEAT STREN'D GLASS
SILICONE
DOW 899
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GLASS TYPE 'A'
7/16" OVERALL LAM. GLASS
In
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3/16" HEAT STREN'D GLASS
.090" Interlayer
-Butacite PVB
By `Kuroroy Americo, Inc.'
r3/16" HEAT STREN'D GLASS
II
II
GSS TYPE H1
E7/OyERAI! tAM7GLASSj
ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE
FOR DOORS WITH 2-3/4" SILL HEIGHTS.
FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF
DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR
WATER INFILTRATION RESISTANCE
SEE SHEET 7 FOR DETAILS
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.
1 SILICONE
DOW 899
GLAZING OPTIONS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
3/16" TEMP. GLASS ` -
3/8" AIR SPACE
3/16" HEAT STREW() GLASS
.090" Interlayer
SentryGlas
By Kuraray America, Inc.'
3/16" HEAT STREN'D GLASS
II YI II \
/CARDINAL XL
EDGE SPACER,••••
ST. STEEL • • • •
GLASS TYPE 'AI'
1" OVERALL INSUL, LAM. GLASS
SILICONE
DOW 899
I
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.090" Interlayer
-Butocite PVB
By `Kuroroy Americo, Inc.'
3/16" HEAT STREN'D GLASS
GLASS TYPE 'BI'
1" OVERALL INSUL. LAM. GLASS
Engr: JAVAD AHMAD
CIVIL
FLA. PE fi 70592
CAN. . 3538
2/18
SILICONE
DOW 899
/J
CARDINAL XL
EDGE SPACER
ST. STEEL
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W13-49
(sheet 5 of 121
L
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.
YPICAL A%ICTitfin l E �.,FOR_$PACINc
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(CONCRETE AT HEAD, SELL OR JKAWi`c 30Q0PSE,MO
Ca90=I:{OLLOW/FILLED BLOCKa'AT_JAMB (f`r , ! (2000 P_SI_MIN)
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Engr: JAVAD AHMAD
CIVIL
FLA ' E 1 70592
C Il . 3538
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drawing no.
W13-49
(c%1P.At A of 1 'J
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
• 4
EDGE- 015t.
• ^ • ;.
PANEL HEIGHT
0
n
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EXTERIOR
1 /6 a .
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(SEE NOTE SHEET 1)
CONCRETE:
3' KSI MIN.
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LOAD BEARING SHIMS
OR
POURED & HARDENED
HIGH STRENGTH GROUT
NON —SHRINK, NON—METALLIC P
f'c = 5000 PSI MIN.
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
NOT APPROVED
FOR WATER RESISTANCE
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
LIMIT MAX.
EXT.(+) LOADS
TO 47.0 PSF
METAL
STRUCTURES
1/8" THK.
(SEE SHEET 6)
LIMIT MAX.
EXT.(+) LOADS
TO 70.0 PSF
SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD
SEE SHEET 5 CHART 1 FOR DOOR CAPACITY
MIAMI—DADE COUNTY APPR'D_ MULLION
SEE SEPARATE NOA
(SEE SHEET .)
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
JJ
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WEEPHOLES:
W1 = 1-1/2" LONG NOTCH AT EACH END.
W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS
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 ENOS
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
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
_.N. 3538
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W13-49
I shoat 7 of 1 71
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
P2
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SHIM
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SEE SHEET 5
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EXTERIOR
PANEL WIDTH
P3
DOOR FRAME WIDTH (SEE Op TABLE)
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
T
• 2BY WO •' BUCK
OR
WOOD STR CTURE.
w SEE NOTE •HEET 1
1/4" MAX,
SHIM
Engr: JAVAD AHMAD
CIVIL
FLA. 'I # 70592-
C.A )' . 3538
0 2 20 P
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W13-49
(sheet R of i 9)
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
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SHIM
DOOR FRAME WIDTH
DOOR FRAME WIDTH (SEE Dp TABLE)
REINFORCING
AS REQD.
SEE SHEET 5
FOR CAPACITY
Engr: JAVAD AHMAD
CML
FLA. P l 70592
CA. ! 3538
2
1
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
AND QUANTITY
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M.eptu.ee No Ir.- 0 6 S—
XspitssibmDate 31'241 k' \
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drawing no.
W13-49
(Sheet Q of 1 `)
•
• •
• •
• •
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•
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• •
ITEM #
PART #
QUANTITY
—
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS —
1
E701
1
FRAME HEAD
6005—T5
—
2
E702
1
FRAME SILL
6005—T5
—
3
£703
2
FRAME JAMB
6063—T6
—
4
E704
2/ PANEL
PANEL TOP AND BOTTOM RAIL
6063—T6
—
5
E705
AS RQD.
PANEL LOCK STILE
6063—T6
--
6
E706
AS REQD.
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 REQD.
PANEL FEMALE ASTRAGAL
6063—T6
—
10
E710
AS REQD.
GLAZING BEAD 7/16" LAMINATED GLASS
6063—T6
—
1 1
E71 1
AS REOD.
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
—
1 4
E714 ,
AS REQD.
2-3/4" SILL RISER
6063—T6
—
15
E715
AS REQD.
FIXED PANEL CLIP (CONTINUOUS)
6063—T6
—
1 7
E71 7
AS REQD.
INTERLOCK STIFFENER (FULL PANEL LENGTH)
6063—T6
—
1 8
#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
E203
AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER ,65±5
24
PRO3-6005
2/ MOV. PANEL
TANDEM NYLON WHEELS IN ST. STEEL HOUSING
—
INTERLOCK (1/2" MTG. SPACER REQD)
25
E718
2/PANEL
FIXED PANEL SKATE
OELRIN
—
26
#8 X 1/2" PH SMS
2/CUP
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.
Engr: JAVAD AHMAD
CIVIL
FLA. PE $ 70592
CA 3538
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drawing no.
W13-49
sheet 10 of 12
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FRAME HEAD
1
PANEL LOCK STILE
0
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2.313 .078
1— 1.823
3.250
0 PANEL TOP & BOTTOM RAIL
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PANEL INNER INTERLOCK
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L-1.252 �I
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FIX. PANEL CLIP
1
1.494
1
.125
17 INTERLOCK STIFFENER
2.248
r.125
.078
3.820
0
3.687
PANEL FEMALE ASTRAGAL
0
PANEL MALE ASTRAGAL
Engr: JAVAD AHMAD
CIVIL
FLA. PE # 70592
C,A.N. 3538
PRODUC f aEVIgED
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W13-49
rsheet 1 1 of 1 9 )
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FRAME TOP CORNER
FRAME BOTTOM CORNER
PANEL TOP/BOTTOM CORNER
Engr: JAVAD AHMAD
CML
FIA. PE # 70592
CAN. 3538
•
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Acceptance No 1- Ob 12.6 r
Expiration Date '3 rzo \201
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dote: 09-27-13
drawing no.
W13-49
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(sheet 12 of 1 91