716 NE 92 St (7)Issue Date: 5/4/2006
Owner's Name: CARLOS TALAVERA
Permit Type: Windows /Shutters
Work Classification: Shutters
Job Address: 726 92 Street NESuite: 7L
Additional Information
Miami Shores Village, FL 33138-
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 10/29/2006
Contractor(s) Phone Primary Contractor
HOME OWNER
Yes
Comments:
CHANGE EXISTING WINDOWS FOR IMPACT RESISTANT WINDOWS
Type of Work: IMPACT WINDOWS No of Openings: 6
Additional Info:
Classification: Residential
In consideration of the issuance to me of this permit, I agree to perform the work
covered hereunder in compliance with all ordinances and regulations pertaining
thereto and in strict conformity with the plans, drawings, statements or specifications
submitted to the proper authorities of Miami Shores Village. In accepting this permit I
assume responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. Futhermore, I authorize the above -named contractor to do the work
stated.
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$3.00
$1.00
$5.00
$160.00
$6.00
$4.00
$179.00
Building Department File Copy -
Applicant Signature
Invoice Number
WS - 5 - 06 - 24702
Total:
Amt Due
$179.00
Ct 3
MAY 0 5 PAID
Amt Paid
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
Permit Status: APPROVED
Permit Number: WS -5 -06 -1137
Phone:
Parcel #: 1132060440450
Block: Lot:
Section: PB:
Total Square Feet: 0
Total Valuation: $ 5,000.00
Required Inspections
Shutter Attachment
Shutter Final
Insertion Number
Inspection Date: 10/16/2006
Inspector: Grande, Claudio
Owner: TALAVERA, CARLOS
Job Address: 726 92 Street NE 7L
Miami Shores Village, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Building Deaartment Comments
Friday, October 13, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Shutters
Phone Number
Parcel Number 1132060440450
Lot:
Page 2 of 2
1 ()
Passed
v
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Insertion Number
Inspection Date: 10/16/2006
Inspector: Grande, Claudio
Owner: TALAVERA, CARLOS
Job Address: 726 92 Street NE 7L
Miami Shores Village, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Building Deaartment Comments
Friday, October 13, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Shutters
Phone Number
Parcel Number 1132060440450
Lot:
Page 2 of 2
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATIO
FBC 2004
Permit Type (circle
Owner's Name (Fee Sim . e older) L- *'\(c_■.O 5 i \ -\Li J Phone # ( . 1 7 15 5 "
Owner's Address 1 Lct N
City " "tii RrA State
Tenant/Lessee Name
Job Address (where the work is being done) 7 ,e, ` 1 L
City Miami Shores Village County Miami -Dade Zip \ U
FOLIO / PARCEL if
Is Building Historically Designated YES NO
Contractor's Company Name } - t A f - Phone #
Contractor's Address
City State Zip
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $
Bond $
Structural Review. $
Miami Shores Village
Zip 33 \3�'i
N' N- Phone # l�
7-
c c c
M sg M E W i. Permit No. VII SITU 1 13-1
/01.1h tl) Master Permit No.
B Y: - - - - -- - j
ElectriJal _Nlumbing Mechanical Roofing
Type of Work: ❑Addition ❑Alteration ❑New ' Repair /Replace ❑ Demolition
Describe Work: d E' %ANt C N►Ju S ■rtr\ \ t Ne..p r e
kti \ c-.1Z"" ■i- "TO C- olzetuoci, s -
****** , * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ /0 CCF $ 3 - / C /CC
Notary $ W Training/Education Fee $ I - w Technology Fee $ w
r
Scanning $ CC Radon $ DPBR $ Zoning $
Code Enforcement $ Double Fee $
Square / Linear Footage Of Work:
Total Fee Now Due $
5 4 - I c 3.0 I PM
Y �P
See Reverse side -+
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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
Owner or Agent Contractor
The fo epoing instrument was acknowledged before me this 2_ The foregoing instrument was acknowledged before me this
day of� 1 , 20 C by6 S ��� x p la y of
who is personally known to me or who has produced who is personally known to me or who has produced
f D
NOTARY PUBLIC:
Sign:
Print:
My Commiss •n Expires:
(Revised 02/08/06)
As identification and who did take an oath.
APPLICATION APPROVED BY:
Signature
, 20 , by
NOTARY PUBLIC:
PUI31 I 5T'Af'E OF FLORIDA
- • rlen
• mandez Sign:
DD476455 Print:
2009
Mantic Bondin o., Inc. My Commission Expires:
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
as identification and who did take an oath.
Plans Examiner
Engineer
Zoning
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAME: TA,- N1 A5 DATE: 1 ‘"-A6C1-( o Ce
ADDRESS: 72 le t4L C z_ h•F� �L ' si, k t - d'M)
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one- family or two- family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under your supervision and must
be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
2. I understand that as an owner - builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial
Initial
Cr
3. I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial
Initial
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code -. only if the structure meets the
minimum code.
5. I understand that as an owner - builder, that any contractor disputes with sub -
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate contract disputes.
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
7. I understand that if any person gets injured on my construction project -they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
is o
OWNER
Initial
Initial
Initial
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Initial
C5
Was acknowledged before me this 2_ day of HAAti , 20 (1I
Bye\ -� ✓� a� who was personally known to me or who has
Produced there License or as identification.
PUBLI
OF
r 1r , 27, 2009
i�u� t
onded Thru A an j� . a
�onding Co., Inc.
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO W $O , " 1 13`1 TAX FOLIO NO. 1132.. ( 0044O45O
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address: S i S � i <t E 5-►- ,
c - c - Vf`I t>t.' , 0J9 46 °/o I N.. ! M oN
1_1✓7`'1� 1 - ts GL ►� s I L_C 13g 2 13 1'l 7 c> e 1 -1 COI 09 eXD I
2. Description of improvement: [ t--4 PACT 1
3. Owner(s) name and address: J
1 2- 6 1J E q Z ST Chu --t
1 =12.4k
- t- � . 33138 -z c T7 . 7
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: 14'' a L ? L J S J J . \ - - - 1 Z 1 4 ' ,
'7 2L. 1 'TZ t 4 - t 31 (4 7- � - a-11! (3� - g fl Yth:,t ( .i3 r; irl � r. c: '
5. Surety: (Payment bond required by owner from contractor, if any)n. rdc o„
Name and address: nor or
Amount of bond $ " sS rn; ;, , , � , ,i
:; owl cr:a Couray
_ ?) .
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices o ether documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified)
Signature of Owner
Print Owner's Name C- --A0 - 1 ` '` J T 4 LA"
Sworn to and s bscribed before me t 's day of
Notary Public
Print Notary's Nam
My commission ex
123.01 -52 PAGE 4
ires:
C�Z -LAY -t
4
is+h orb
0' �4 - '►
NOy PUBLIC-STATE OF FLORIDA
briefly Hernandez
Commission # DD476455
bnaea T, fres SEP• 27, 2000
11111( 111111111111111111111111111111111111111
� -FN 200680480116
OR Bk 24488 F'9 2528; (tas)
RECORDED 05/04/2006 11:18:02
HARVEY RUVIWP CLERK. OF COURT
I'IIAMI -DADE COUNTYe FLORIDA
LAST PAGE
Prepared by t 4-4LI "E 4 t 2
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Address:" IA" 5 v1C �-
1 OCED 1J : 2
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IECIEEVO
ViSa)-1131
Opening
Description of Window
Product Acceptance
Product Approval
Opening Design
Rough Opening
Shutter Required
Mullion Required
Impact
ID
or Door or
Number
Design Pressure
Pressure
Size
Yes /No
'Yes / No
Yes / No
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Miami Shores Building Department
Product Approval Schedule / Comparison Chart Address: 7 Z S Permit No. 060— Ci 3
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Florida Window System, Corp.
7191 NW 77 Terrace
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 by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 FWS —200 Aluminum Single Hung Window
APPROVAL DOCUMENT: Drawing No. W04-20, titled "Series FWS -200 Alum Single Hung Window
(L.M.I.) ", sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 03/11/04, signed and sealed by
Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 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 Herminio F. Gonzalez, P.E.
S -0(0
• ••• • • • •••
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•• • • ••• • •
• • • ••• • • • • • •
• • • • • • •
.1IAMI -DARE COUNTY, FLORIDA
METRO -DADB FLAGLER BUILDING
140 WEST Talc LE$8 RE! , SUt 1 I4Qd•
• • • MIAMI, ITLORMA33430►1569
(303) 335 -2941 : FaR (305)1712S
• • • ••. • •
•• • • • •• ••• ••
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NOA No 04- 0528.03
Expiration Date: July 29, 2009
Approval Date: July 29, 2004
Page
A. DRAWINGS
E -1
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R.C. Aluminum Industries, Inc.
• ..•
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NOTICE OF ACCEPTANCE: EVIDENCE SUbilirTE •. . ; 19:•.••
.... .. • ... •
• • • ••• • •
•• • • • •• ••• ••
1. Manufacturer's die drawings and sections. . .
2. Drawing No. W04-20, titled "Series FWS -200 Alum Singhiit niW cRIIiM.IJ:
sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 03/11/04 on,
signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI.03-
1820B dated 02/12/04, signed and sealed by Rafael E. Droz -Seda, P.E.
2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03-
1820A dated 09/09/03, signed and sealed by Rafael E. Droz -Seda, P.E.
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
4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03-
1322B dated 01/01/04, signed and sealed by Rafael E. Droz -Seda, P.E.
4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03-
1322A dated 06/05/03, signed and sealed by Rafael E. Droz -Seda, P.E.
C. CALCULATIONS
1. Anchor Calculations, ASTME -1300, and structural analysis, prepared by AL- Farooq
Corporation, dated 03/09/04, signed and sealed by Humayoun Farooq, P.E.
Herminio`a Gonzalez, ' .E.
irector, Product Control Division
NOA No 04-0528.03
Expiration Date: July 29, 2009
Approval Date: July 29, 2004
R.C. Aluminum Industries. Inc.
D. QUALITY ASSURANCE
E ..2
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMtrtI w •
•
•••• •• •
• • • •
1. Miami Dade Building Code Compliance Office (BCCO). •, • • • ••• • •
•
• • •
•
E. MATERIAL CERTIFICATIONS •• • • • • • "'
1. Notice of Acceptance No. 03- 0514.15 issued to " Oldcastle Glass, Inc." for
" Storm Glass used for lamination of glass" dated 12/11/03 and expiring on 12/11/08"
2. Notice of Acceptance No. 01. 0205.02 issued to " Solutia, Inc.." for
" Saflex/Keepsafe Maximum" dated 05/17/01 and expiring on 05/21/06"
F. STATEMENTS
1. Statement letter of no financial interest, dated 03/09/04, signed and sealed by
Humayoun Farooq, P.E.
2. Statement Letter of conformance dated 03/09/04, signed and sealed by Humayoun
Farooq, P.E.
G. OTHER
1. Letter from consultant stating that the product is in compliance with the Florida
Building Code (FBC).
117 r r F. •rr::a P.E.
Director, Product Control Division
NOA No 04-0528.03
Expiration Date: July 29, 2009
Approval Date: July 29, 2004
• • •
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SEEMS FWS -200 ALUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHART SHOWN ON SHEET 2.
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF S.H. /S.H. OR S.H. WITH OTHER "ENDOW TYPES IN MODULES
OF TWO OR MORE WINDOWS USING APPROVED MULUDNS.
1)95 PRODUCT IS DESIGNED TO COMPLY WITH 1)E HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BOLDING CODE
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTFD. SPACED AS SHOWN ON DETNLS.
ANCHOR EMBEDMLNT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LDADWC CONDITIONS NOT SHOWN IN THESE DETAOS
ARE HOT PART OF THIS APPROVAL
5 1/r lux TF.
HFAD/4LL CORNERS
m
A
0
g
1
0
L—+
♦9 3/e•
O.L OPO.
Ir 1
d h
r r
t r r
./
u n
N
n u
I I
b 1/9
D.L OPG.
50 sir
YENi WIDTH
53 '/B
9*00* WISH
TYPIC.AI ELEVATION
TL57ED art
14' MAX.
HEAD/SILL
FALSE MAtTR6
CE AWING')
A
WY BE USED
.14
•••
• •
Fier � FA•000• • • •
P.A. PE 7879 1Q37 • •
CA1l
• 1 ••••
MAR 18 2004 .• •
• • •
••••
• •
••••
• •••
• • •
•• •
•
••••
• •
••••
•• •
• • •
• ••
•
••••
•
••••
••••
• • •
1
•
•
•
1
draft' ma •
W04-2O •
@hot Of •
EQUAL LITES WINDOWS
DESIGN LOAD CAPLCTTY - PSF
WINDOW DOLS.
160771 NOfAR
16 -1/5'
25-7/?
32'
37
42'
40•
53 -7/6'
2?
(3)
19 -1/8'
25 - 1/2'
32'
37'
42'
48'
63 -1/8'
36-3/8
(3)
19 -1/6'
26-1/2'
32'
37'
42'
48'
53 -1/5'
16 -1/6•
26 -1/2'
32'
32'
42'
48'
63 -1/6'
50 -5/6'
(4)
57'
(5)
19 -1/B'
26-1/?
32'
37•
42'
48'
53 -1/8'
53'
(6)
19 -1/5
28 -1 /2'
32»
37'
42'
46'
53 -1 /8'
76'
(6)
GLASS TYPE 'A'
ANCHORS 'A'
EXT.( +)
000
60.0
600
600
10.0
60.0
60.0
00.0
60.0
63.0
554
50.0
454
50.0
00.0
00.0
567 58.7
53.3
460
44.3
60.0
60.0
600
60.0
57.5
51.9
460
60.0
60.0
60.0
60.0
60.0
55.1
60.0
60.0
57.8
INT.( -)
05.0
65.0
65.0
65.0
650
65.0
650
85.0
65.0
65.0
61.9
55.9
50.0
45.9
65.0
65.0
65.0
53.3
48.0
44.3
65.0
65.0
65.0
63.1
57.5
51.9
464
65.0
65.0
65.0
65.0
60.5
55.1
65.0
63.0
57.6
62.0 52.0
ANCHORS '8
EXT.(+)
600
60.0
600
60.0
000
60.0
60.0
600
60.0
00.0
60.0
60.0
600
60.0
60.0
60.0
00.0
600
600
600
60.0
60.0
000
60.0
800
600
000
60.0
600
60.0
60.0
60.0
60.0
600
800
600
1147.( -)
65.0
650
65.0
65.0
65.0
65.0
65.0
05.0
650
65.0
650
65.0
65.0
65.0
850
65.0
65.0
650
65.0
85.0
65.0
65.0
65.0
650
05.0
850
65.0
62.2
65.0
6540
65.0
65.0
65.0
61.0
65.0
65.0
65.0
65.0
CLASS TYPE 'B'
ANCHORS
EET.( +)
68.7
667
567
667
68.7
66.7
86.7
66.7
56.7
667
61.0
550
50.0
45.9
667
667
55.2
58.7
53.3
460
44.3
66.7
667
667 69.9
63.1 63.1
57.5 57.5
51.9
460
667
65.7
667
68.6
60.5
55.1
51.0
65.5
57.6
52.0
47.7
43.4
INT.( - )
75.0
75.0
710
75.0
75.0
75.0
71.3
75.0
75.0
09.3
61.9
Sig
50.0
45.9
710
74.4
85.2
56.7
53.3
400
44.3
750
75.0
51.9
460
75.0
75.0
73.5
66.6
608
55.1
51.0
667 75.0
66.5
57.6
52.0
47.7
43.4
40.4 1 40.
ANCHORS
EXT.(+)
66.7
66.7
667
667
667
66.7
56.7
667
68.7
667
867
68.7
66.7
68.7
66.7
667
66.7
66.7
667
65.7
667
867
867
65.7
667
667
667
667
66.7
667
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
667 75.0
75.0
75.0
567 75.0
66.7 75.0
66.7
667 75.0
75.0
75.0
750
66.7 75.0
75.0
68.7 75.0
867 ) 75.0
667 75.0
067 75.0
75.0
75.0
75.0
75.0
75.0
66.7 1 75.0
667 75.0
140. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
.090' PvB IMQttAYER 075' STORICLASS 04T .AYER
BY i�SAFT LLAXIMUL OR
\ OAF
.090' P45 IN ERLAYER
1 /e• ANN. GLASS BY� 14455/1131
GLASS TYPE 'A'
BOLD VINYL
GLAZING OPTIONS
UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACRY - PS/
WINDOW MRS.
010714
16 -1/6'
26-1/2'
32'
37'
42'
48'
53 -1/6'
19 -1/6'
25 -1/2'
32'
37'
42'
48'
53 -1/6'
19 -1/8'
26-1/?
32'
37'
42'
19 -1/5'
26-1/2'
32'
1413011T
50 -5/0'
(4)
57'
(5)
63
(6)
76'
(6)
GLASS TYPE 'A'
ANCHORS 1'
EXT.(r)
60.0
60.0
60.0
567
53.3
48.0
00.0
W0
000
600
600
604
600
600
60.0
1147! -)
650
66.0
567
533
46.0
65.0
65.0
63.1
650
65.0
650
550
65.0
ANCHORS 'B'
EEL( +)
60.0
60.0
800
60.0
60.0
600
00.0
600
000
000
500
80.0
60.0
800
600
tier.(-)
654
45.0
654
650
61.7
65.0
85.0
65.0
610
66.0
050
650
630
'65.0
GLASS TYPE
ANCHORS 'A'
EXT.(+) 11M.(-)
66.7 75.0
65.7 74.4
612 652
567 567
533
460
44.3
667
66.7
06.7
611
573 I 57.5
514
46.0
06.7
56.7
66.6
608
66.7
665
53.3
460
710
75.0
69.9
63.1
51.9
460
710
68.7 1 75.0
73.5
65.6
808
73.0
654
57.6 57.6
ANCHORS 'B'
EXT.(+) 118.( -)
667
667
067 75.0
667 75.0
66.7
567
66.7
66.7
66.7
567
667 75.0
66.7
66.7
667
667
66.7
66.7
66.7
86.7
66.7
73.0
75.0
75.0
750
73.0
75.0
73.0
75.0
75.0
75.0
75.0
75.0
75.0
73.0
667 73.0
754
75.0
75.0
GLASS TYPE 13'
• NO. IN PARENTHESIS DEDICATE NO. OF ANCHORS PER JAMS.
ifir HEAT STREWO MASS
STLICONE
PECORA 895
z
fig
tE
•
TYPICAL ANCHORS
SE£ ELEV. FOR SPACING
0 ' + ■j�
0
111111m-
g
J
a
1
0
W
m VB
e,.
5,
•
TYPICAL ANCHORS
SEE ELEV. FDA SPACING
111Y
wow suck 7
OPTIONAL TO
SPRING LATCH
2
METAL STRUCTURES
(STEEL OR ALUM. t /6' Mw TIECIO
STEEL : Fy - 36 KSI MW.
AUNARLM : 6063 -15 MIN.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
AL
Il
NAP
MAND -O.ADE COUNTY
APPROVED A
SEE SEPARATE 1E N0 NOA •
MEM
TYPICAL ANCHORS
SEE aEv. FOR SPACING
WIN
4E-
MAN
TYPICAL ANCICRS
SEE EMS. FOR SPACING
M DOD BUCK
WOOD BUCKS NOT BY F.W.S.. MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS- SEE aEV. CR SPACING
TYPE 'A' 3/18• TAPCONS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3/8' MIN. F'DIETRA113N INTO WOOD
THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
TYPE 'B' LL4' TP lS
INTO 28Y WOOD BUCKS OR WOOD STRUCTURE
1 -3/8' MIN. PQIETRATIKNJ INTO WOOD
THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
#12' TF1 OR SELF ORIItIAIP_ SCREWS
INTO METAL STRUCTURES we MIN. THICKNESS)
we MAX. SHIM SPACE)
112 SITS OR S71F DRILLMG SCREWS
INTO DADE COUNTY APPROVED MULU3NS
(NO SHIM SPACE)
SEALANT;
ALL JOINTS AND FRAME CONNECTIONS SEALED WTTF!
SCHNEE- MOREHEAD 5504 SEALANT.
WEEPBOLES;
Wl . 1 -1/2 x 3/16' WEEPHOiES AT 2 -1/4' FROM
EACH END
••••
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MEETING RVL
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VENT LATCH
.41D
690
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GLAZING BEAD
t- t.290y
.414
VENT SIDE RAIL
FRAME CORNERS DETAU
VFNT criFtN5M tf.44,
••••
••••
• •
••• •
••••
• •
••••
•• •
• • •
• ••
MIA ADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Gopi Glass Sales & Service Corp.
7450 NW 41" St
Miami, FL 33166
SCOPE:
• • ••••• • ••• • •..• ••••••• •
• .. ......
• • • • •
• •••
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST PLAGI IMTEJSb13
:. MIAMI; FLOtUDA :3P30v Q3
(105:37540: •I AX (306) 39502998
••• • •
••••
•
.. • •
•
•
• •
•
• ..... • •
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Aluminum Tube Mullions — Impact Resistant
APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3, dated
12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun
Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance
number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 02-0212.04 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.
NOA No 03- 1124.04
Expiration Date: March 28, 2007
Approval Date: April 1, 2004
Page 1
Gopi Glass Sales & Services Corp.
A. DRAWINGS
NOTICE OF ACCEPTANCE: EVIDENCE 3ill31fl1TTFF): • • •
1. Manufacturer's die drawings and sections. ." • • "'
2. Drawing No. M95 -16, titled "Aluminum Tube Mullions'' .. 1f r tigh3 of 3,:
dated 12/05/95 with revision B dated 10/01/03, preparedby Al "Fat'boq• • "
Corporation, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94
along with installation diagram of window prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI -96 -512, dated February 2, 1996 signed and
sealed by Hector Medina, P.E. (Submitted in NOA #99- 0331.02)
2. Test reports on 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
4.) Large Missile Impact Test, SFBC PA 201 -94
5.) Cyclic Loading Test, per SFBC PA 203 -94
along with marked -up drawings and installation diagram of two mulled side -by-
side series 510 aluminum fixed window, prepared by Hurricane Engineering &
Testing Lab, Inc., Test Report No. HETI -02 -1145B dated April 30 , 2002,
signed and sealed by Hector M. Medina, P. E. (For reference only) (Submitted
in NOA #02- 0826.03)
C. CALCULATIONS
1. Structural mullion and anchorage calculations prepared by Al -Farooq
Corporation, dated 12/06/95, signed and sealed by Humayoun Farooq, P.E.
(Submitted in NOA #99- 0331.02)
2. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated
2/11/02, signed and sealed by Humayoun Farooq, P.E. (Submitted in NOA #02-
0212.042)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
E -1
• • .•. • • • •••
• .• • • • • • • •
• • • • • • • • • •
• • • • • • • • •
• • • • • • • •
• • .•• • • • • •••
. • . • • • •
•••• • •••
• • • •••
Man ez, P.E.
Product Con Mir. er
NOA No 03. 1124.04
Expiration Date: March 28, 2007
Approval Date: April 1, 2004
• •
•••.
• •
Gopi Glass Sales & Services Corp.
E -2
•
.. •
• •
•
•
•
••• • • • •••
• • • .. •. •
• • • • • • •
• • •• • • •
• • • • • •
••• • • • • •••
NOTICE OF ACCEPTANCE: EVIDENCE 4U •
1 T UTTFF : ' ' •
. • . . • • ••••
•••• .•• • •.••
• • ••• •
F. STATEMENTS
1. •_. Letter from Gopi Glass Sales & Services Corp. engineer :1140 0424/93 ; , • •, •
requesting a revision to their current approval and the iten;s to 1"ex4i0:Ladd
supporting evidence, signed by Humayoun Farooq, P.E" • ' • ' ' "' ••
G. OTHER
1. Notice of Acceptance No. 02- 0212.04, issued to Gopi Glass Sales & Services
Corp for their Aluminum Tube Mullion, approved on 06/27/02 and expiring on
03/28/07.
Manu4f
Product Control
NOA No 03- .04
Expiration Date: March 28, 2007
Approval Date: April 1, 2004
11 r
6100
j I
MULLIONS CONTAINING TYPICAL GLAZING PRODUCT'S
}HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACSIG
INSTRUCTIONS;
USE CHARM AND GRAPHS AS FOUDNS.
DETFJ ME DESIGN LAID MUM PER ASCE 7
FOR PARTICULAR OPENING.
USE OADE COUNTY APPROVED CLAM PPM:A TS MEE1I11
ABOVE WAD REQUIREMENTS.
USE CONE.LTION TD MUUUON AS PER PRODUCT
APPROVAL.
SPECIFY MARRON 9181 SPACND.
USING GRAPHS ON MEET 2 SELECT MUILON SIZE arm
DO M ROM MORE RAIN DLS10N LOAD SPECIFIED
N STEP 1 ABOV£
0910 MOOR TYPES ca BEET 3, ANO ANCHOR GRAPHS
STEED ON spar s. saw Noma TYPE /III OESON RA1NC
MORE TWA ENE DOM LOADS SPEWED N STEP 1 ABOVE
Milli ION CIIP
(AV. TO ANGLES)
CUP LENGTHS MUST BE OFT TO FIT SNUG
NCO TD50 MUtUONS
.325—
3.750
NUMATOIA - csuES F'"D'
r.A PE# 1.067
NOV 0 7 2003
MULLION CUP
(ALT. TO ANGLES)
CUP t CBE Oft TO FR SNUG TUBE
••
ANGLE CUP 012e3 -15)
_RECTANGULAR ALUMINUM TUBE MUWON$
USING MULLION PROPERTIES ONLY
MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH AU. MWMI —DADS COUNTY APPROVED
IMPACT AND NON — IMPACT RESISTANT PRODUCTS. ,
J31TTES:
1. 116 PRODUCT IS DESIGNED 10 Cora MOH DE IICN K10Q14 • • •
•
MJMEC. NE ZONE OF THE 2001 F(OR1DA 510..DNG CODE. • • •
2. AU. GLOM PRODUCTS USED CO Y J �I�� £N7 • • •t15r
MEET E APPUG{BLF we Ri •
��
E D SAFE0u mD S E TC. �^�` • •
3. ANCHOR E11BED11DR To BASE ~Pt ix BEYOI • •
WAU comma (STUCCO TILE (7 • • • • •
4. ANY CONDITIONS NOT COVERED N D0 SUBMITTAL SUBJECT
7O SEPARATE ENCNEERING REMEM.• . • • ••••
5. ALL MULLIONS TO BE ALLOY 60SIr15. • • •
6. A 332 INCREASE N AtLORABIE STRElNAS N DESIGN• • • •
OF ANCHORS. .. •
• • • • •
• 1 O1NT uvula • •
l�6 ▪ -mere
•• 4
• •
•• •
0
0
•�
•
1
•
j
:If A 10 - • ■l
r, •
drawing, en.
M95-16
sheet 1 of 3
•
•
•
N•
•
• •
•
•
••
• •
•
•
•
•
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