WS-12-343Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 170496 Permit Number: WS -2 -12 -343
Scheduled Inspection Date: November 28, 2012
Inspector: Bruhn, Norman
Owner: JEAN - JACQUES, YANIC
Job Address: 81 NW 98 Street
Miami Shores, FL
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1131010330110
Building Department Comments
INSTALLATION OF 17 IMPACT WINDOWS
AS PER B.O APPROVAL, OK TO EXTEND PERMIT 60
DAYS. 8/23/12
Inspector Comments
Passed AM j2cf-Ad
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
November 27, 2012
For Inspections please call: (305)762 -4949
Page 2 of 32
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
1111111 11111 11111 1111111111 11111 1111! 1 t (
TAX FOUO NO.
THE UNDERSIGNED hereby gives notice that improvements will be
property, and In accordance with Chapter 713, Florida Statutes, the
is provided in this Notice of Commencement.
•
cription of
and
et/address:
CFN 20112R0209920
DR Bk 28046 Ps 1236 (fps:
RECORDED 03/23/2012 14:56:38
HARVEY RLIVINr C :LERK. OF COURT
MIAMI -DADE COUNTY? FLORIDA
LAST PAGE
°N• si ; F � RlOP OOWTI OF DAD E
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Space above r ed for use of recording office
ica� . 331 d °
escription
improvement:
Owner(s) name and a• dress:
nterest in property: . i . Name and address of fee simple titleholder
Co.trac o 's name - ddrand phone nth
s a
Surety: (Payment bon• required by owner
Name, address and phone number:
Amount of bond $
6. Lender's name and address:
m contrac or, if any)
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiratio
WAR
IMPR
IMP
FIRS
•ate of this Notice of Commencement
(the expiration date is 1 year from the date of recording unless a different date is specified)
WNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
ENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
ON. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
G YO , NOTICE OF C• u 1 . EMENT.
" Ig��; to • ` •r Owne - horized Officer/Director/Partner/Manager
Pr i By [ ice► C ` "! .,1 Prepared By
Pri t e • ,f�! — Print Name
Tit - /0 t i ce Title /Office
STA Ni F FLORIDA
COUNTY OF MIAMI -DADE 1� .,
The foreg ng instrumerfl s acknowledged _before_me_this. .day of . .u. . �s01 2_
By �N lL . ._ o,rr 4 - t P C- (Qt-rr._
ID Individually, or ID as
for
Ii Personally known, or kproduced the following type of identification:
Signature of Notary Public:
Print Name:
(SEAL)
\W %1" "'ON,
.. -ye
VERIFICATION PURSUA T TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed
By By
123.01 -52 PAGE3 3/10
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44— 60 e.iy
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
) Z _\?I.) INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 2001
Permit NO
FEB' 2 I?
1N5 12-566 ,
Master Permit No.
Permit Type: BUILDING ROOFING _ f Td C f( (/
OWNER: Name (Fee Simple Titl older): •
d ' lime# c.2 - / �j 7 —53 17Z
Address: f /v� / v 771. Cj
City: / L (74/4/ 6#4,45
Tenant/Lessee Name:
Email:
State:
JOB ADDRESS:
zip3.315D
J Phone#:
786
961 �r
City: Miami Shores County: Miami Dade Zip: --3V5-0
Folio/Parcel #:
Is the Building Historically Designated: Yes (1V00 Flood Zone:
CONTRACTOR: Company Name: --.'� Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ lxvo Square/Linear Footage of Work:
Type of Work: ❑Addition DAlteration ❑Newepair/Replace
Description of Work:
d
DDemoli 'on
Submittal Fee $ Permit Fee $ .270 °`3 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 2:51"S fl
rn
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:
promise in good
whose prope
for the first
inspection w
As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
j - t to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
n which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
approved and a reinspection fee will be charged.
Signature
Own or Agent Contractor
The foreg nt was acknowledged before me this C? The foregoing instrument was acknowledged before me this
day of •; 1 • , 20 AL, by .1LLIa"(c O iN N!�'Rust day of , 20 , by
known to me or who has produced who is personally known to me or who has produced
who is pers
NOTARY P
Sign:
Print: 1-.k-S1
My Commiss i n Expires:
\111111111 // //�
As identification and who did take an oatll as identification and who did take an oath.
NOTARY PUBLIC:
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BOONNDEDTRIo C BONDING COONC.
Plans Examiner
Sign:
Print:
My Commission Expires:
(Revised 07 /10 /07XRevised 06/1O/2009)(Revised 3/15/09)
Zoning
Clerk
NAME:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWN : BU ° ' SCLOSURE STATEMENT
DATE:
ADDRESS:
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 new form states 75,000). 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 ana 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act atiff
own
contractor with certain restrictions even though I do not have a license.
Initial
2. I understand that building permits are not required to be signed by a property owner unless he or she is r
construction and is not hiring a licensed contractor to assume responsibility.
Initial
ponsi
le for the
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I m;y srot myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name inst;ad o own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice e on
permits and contracts.
Initial
4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also b ild r improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupa cy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substan'•IIy i ','roved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built , tially
improved it for sale or lease, which violates the exemption.
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
Initial
Initial
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons workin on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law ats by county or
municipal ordinance.
Initial
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner- builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willful a 'ng ;j. an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial .J
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is n It I cen to
perform the work being done. Any person working on my building who is not licensed must work under my direct supe ision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income : and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers com . -ns. ji on for
the employee. I understand that my failure to follow these may subject to serious financial risk.
Initial
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide •y •II a. plicable
laws and requirement that govern owner - builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or htto: / /www.mvfloridalicense .com /dbor /oro /cilb /in x
Initial
11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I : th party
legally and financially responsible for the proposed construction activity at the following address:
Initial
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informa
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does no h -:ve a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be nable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this day of LAr, , 201
who was personally known to me or who has
Prod
there License or_- -t f)
C,
NE
ifioat;
MICHAEL U. ALIMBA P.E.
Consulting Civil Engineer #59245 PHONE 305- 623 -3202
3361 NW 209 TERRACE, MIAMI GARDENS, FLORIDA, 33056
DESIGN WIND PRESSURES ON WINDOWS
MS YANIC JEAN - JACQUES RESIDENCE,
81 NW 98 STREET,
MIAMI, FLORIDA 33065
VELOCITY PRESSURE
kips := 10001bf z := 13 psf := 1b2 V := 146mph
ft
d := max(z,15) V := 146mph I = 1.0 Kd := 0.85 K2 = 1.0
2
9.5 2
I := 2.01.0 K2 = 0.849 q = 0.00256.Kz• b •Ku'K4 mph
ROOF WIND LOAD ANALYSIS
Internal pressure coefficients:
0.18
GC '
-0.18 A = 10.95 x := max(A,10) x = 10.95
L := 70ft
q = 39374 psf
q
W := 60ft h := 14ft
POSITIVE PRESSURE P := 10 Q := 500 G := 0.85 C := 0.8
0.3-(log(x) - log(P))
GCp = 1.0 -
(Iog(Q) - 109(P))
p := q'(GCp + Gpi)
NEGATIVE PRESSURES ZONE 4
GCp = 0.993 A = 10.9.
(46.188) psf
32.013 p
GC? = 1.1
0.3-(log(A) - log(P))
(log(Q) - log(P))
GCp = 1.093
(50.125)
p := q'(GCp + GCpi) p = psf
35.95
MICHAEL U. ALIMBA P.E.
Consulting Civil Engineer #59245 PHONE 305 -623 -3202
3361 NW 209 TERRACE, MIAMI GARDENS, FLORIDA, 33056
ZONE 5
GCp = 1.4 0.3-(log(A) - log(P))
(log(Q) - log(P))
p := q•(Gcp + GCp;)
DESIGN PRESSURES
ZONE 4
p = +46.20/- 50.10psf
GCp = 1.393
__ sf
(61.9371
JI
P 47.763 p
ZONE 5
p = +46.201- 62.00p5f
DE9OV WND PRESSUFES FORWN JOA6
MARK NO.
SIZE
PANEL
SF
ZONE
GC p
+
PSF
-
PSF
ZONE
GC p
+
PSF
-
PSF
A
74" x 63"
16.20
4
0.963/ -1.063
+42.00
-45.61
5
+0.963/ -1.363
+42.00
-56.50
B
37" x 50"
6.50
4
+1.00/ -1.088
+45.0
-48.94
5
+1.00/ -1.133
+45.0
-63.50
C
53 x 63"
11.62
4
0.988/ -1.088
+46.0
-49.90
5
+0.988/ -1.388
+46.0
-61.80
D
46" x 67r
10.78
4
0.994/ -1.094
+46.2
-50.20
5
+0.994/ -1.394
+46.2
-62.00
E
37 x 38i
4.93
4
+1.00/ -1.088
+45.0
-48.94
5
+1.00/ -1.133
+45.0
-62.50
F
53g x 38"
7.10
4
+1.00/ -1.088
+45.0
-48.94
5
+1.00/ -1.133
+45.0
-63.50
G
19r x 38"
2.55
4
+1.00/ -1.088
+45.0
-48.94
5
+1.00/ -1.133
+45.0
-63.50
H
13" x 67"
6.05
4
+1.00/ -1.088
+45.0
-48.94
5
+1.00/ -1.133
+45.0
-63.50
I
74" x 38"
9.86
4
+1.00/ -1.088
+45.0
-48.94
5
+1.00/ -1.133
+45.0
-63.50
J
46$ "x 67'x"
10.87
4
0.994/ -1.094
+46.2
-50.20
5
+0.994/ -1.394
+46.2
-62.00
K
46ix 67"
10.81
4
0.994/ -1.094
+46.2
-50.20
5
+0.994/ -1.394
+46.2
-62.00
L
46.x 6721"
10.81
4
0.994/ -1.094
+46.2
-50.20
5
+0.994/ -1.394
+46.2
-62.00
M
47 "x 673"
11.02
4
0.993/ -1.093
+46.2
-50.10
5
+0.993/ -1.393
+46.2
-62.00
N
46l" x 673"
10.96
4
0.993/ -1.093
+46.2
-50.10
5
+0.994/ -1.394
+46.2
-62.00
Michael U: Alimba, P E
MINIM
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 W. 33"' Place
Hialeah, FL 33012
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.Govvbuildinacode
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 ART 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 1650 Aluminum Horizontal Sliding Window - L.M.L
APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding
Window`.(XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03 /14/08 with the latest revision dated
12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami-
Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by
the MiamirDade 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 No. 08-0107.08 and consists of this page 1 and evidence pages E -1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 09- 1217.04
Expiration Date: April 10, 2013
Approval Date: February 03, 2010
Page 1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No HSOS -81, titled "Series 1650 Aluminum Horizontal Sliding Window
(XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest
revision dated 12/10 /09, prepared by manufacturer, signed and sealed by Francisco
Hernandez, 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 Aluminum Horizontal
Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No. 08-0107.08)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of Aluminum Horizontal
Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No. 08 -0107.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2007,
prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and
sealed by Francisco Hernandez, P. E.
Complies with ASTM E1300-02
(Submitted under previous NOA No. 08-010Z08)
D. QUALITY ASSURANCE
1. Miami-Dade Building Code Compliance Office (BCCO).
E -2
Jaime D. Gascon, P. E.
Chief, Product Control Division
NOA No. 09- 1217.04
Expiration Date: April 10, 2013
Approval Date: February 03, 2010
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10.
F. STATEMENTS
1. Statement letter of conformance, dated December 15, 2007, signed and sealed by
Francisco Hernandez, P. E.
(Submitted under previous NOA No. 08-0107.08)
2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed
by Francisco Hernandez, P. E.
(Submitted under previous NOA No. 08-0107.08)
3. Laboratory compliance letter for Test Report No. FTL -5331, issued by Fenestration
Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S.
Rionda, P. E.
(Submitted under previous NOA No. 08-0107.08)
4. Laboratory compliance letter for Test Report No. FTL -5015, issued by Fenestration
Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S.
Rionda, P. E.
(Submitted under previous NOA No. 08-0107.08)
G. OTHERS
1. Notice of Acceptance No. 08- 0107.08, issued to Sunshine Windows Manufacturing,
Inc., for their Series "1650 Aluminum Horizontal Sliding Window, approved on
04/10/08 and expiring on 04/10/136.
Jaime D. Gascon, ' . E.
Chief, Product Control Division
NOA No. 09- 1217.04
Expiration Date: April 10, 2013
Approval Date: February 03, 2010
E -2
" i{:
" •'• Cµ
DESIGN PRESSURE CHART - PSF
10
�-
MAX. MAX.
I O
������s:.1
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (10)
1
GLASS
o
I IMPACT
GLASS
IMPACT
GLASS
"t
Sunshine Windows Usinducturing, Mt
1748. 33M Roo
Kabob. Rmi00 37012
ac 30 S 18
DIMENSION
SCHEDULE
e IS NOT REQUIRED N
0
O
FALSE MUNTINS APPUED)
WIDTH
HEXIHT
PER
0#%1D de
slu
PFR
'
13/4 SILL
"
3" SILL
Ext
ea.
Ext
TNT.
1
1
t
28 1/2'
37'
83 1/8'
74'
28•
4
3
53.33
53.33
120.00
120.00
80.00
80.00
120.00
120.00
0
5
a�
:
M1
,s
a
8
53.33
119.30
80.00
119.3
(SURFACE
I MAY BE USED
8
53.33
90.0
80.00
90.00
•
26 1/2'
37.
53 "
1/
74'
3ro'
4
5
53.33
120.0
80.00
120.00
3 1/8°
MAX
10°
-
8
53.33
120.0
80.00
120.00
8
53.33
95.50
80.00
95.50
WINDOW WIDTH
8
53.33
78.90
78.90
7810_
104.70'
37'
83 1/8"
74'
ee 8/8'
8
8
53.33
104.70
80.00
TYPICAL ELEVATION (XO)
8
53.33
88.40
80.00
88.40
8
53.33
67.30
67.30
87.30
37'
83 1/8'
74'
or
5
7
53.33
53.33
88.20
75.00
80.00
75.00
88.20
75.00
GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW.
1.- CONFIGURATIONS OX AND XO
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- : TEST REPORT F TL..5015
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007
FLORIDA BUILDING CODE
5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND
MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE
PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM
CONTACTING METALS SHALL BE PROPERLY PROTECTED.
8.- GLAZING: 0.340' OVERALL LAMINATED GLASS USING TWO UTES OF
0. 125" HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE 1110 LUTES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
8
8
53.33
82.00
82.00
82.00
p
X
24'
36'
48'
co"
72'
24'
3
3
53.33
120.0
80.00
120.0
4
53.33
120.0
80.00
120.0
6
53.33
120.0
80.00
120.0
7
53.33
120.00
80.00
7
120.0
8
53.33
90.00
80.00
90.00
24'
38'
48'
ea'
72'
3e'
3
4
53.33
120.00
80.00
120.0
4
53.33
120.00
80.00
120.0
6
53.33
120.00
80.00
120.0
7
53 33
99.90
80.00
99.90
B
53.33
88.80
80.00
88.80
38'
49'
e0'
72'
4
e
53.33
100.40
80.00
100.40
mows REVISED
acombiae wither nor&
. #1.57I V/ is
Mr;
-14:1:UP-
(z-!o -oq
FLORIDA PE $ S 39E
pro," RF
6
53.33
93.90
80.00
93.90
7
53.33
87.00
80.00
87.00
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
swim 1/2"1
Rw003 1712 -10-09
8
53.33
74.30
74.30
74.30
'�0°
RESISTANT WINDOW
IMPACT SISTAN
Rsitsion:
38'
48'
60'
72"
80*
4
7
53.33
90.00
80.00
90,00
p pp,
HS08 -01
8
53.33
87 .00
80.0
87.00
7
53.33
83.40
80.0
83.40
SHEET %
8
53.33
97.8097.80
87.80
l�r 1 YY 11�LV YY
1
TYPICAL ELEVATION (X0)
GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW.
1.- CONFIGURATIONS OX AND XO
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORT FTL -$51
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007
FLORIDA BUILDING CODE
5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND
MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE
PROTECTION AGAINST CORROSION, PER DIN 80018. ALUMINUM
CONTACTING METALS SHALL BE PROPERLY PROTECTED.
6.- GLAZING: 0.340° OVERALL LAMINATED GLASS USING TWO UTES OF
0.125' HEAT STRENGTHENED GLASS WITH A 0.090' INTERIAYER
FILM DUPONT BUTACITE PVB. BETWEEN THE TWO UTES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
Sunshine IYIndon
ikasioctueing, Inc.
1748 W. 3W8 Plod
Ph: (305)384-8482
Fm, (308)328 -5118
MIAMI- DADE IMPACT RESISTANT SHU rrERS ARE NOT REQUIRED T "solykardh nom
uncemozo
i i r
IMPACT RESISTANT WINDOW
t 2•-10 -�
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
m,8' RF
Detm
SW, ..92b 12
RN4810,42 -10-08
'-'I
ORAYm10 NO.
HS08 -01
SHEET
2 OF 7
DESIGN PRESSURE CHART - PSF
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (XO)
HEAT STRENG NEED LAMI TED IMPACT
RESISTANT GLASS
WINDOW
ANCHOR
BUBWICANE PROCI'ECTTON
DIMENSION
SCHEDULE
I3 NOT REQUIRED
PER
__
13/4" SILL
3" SILL
YRDTH
HEIGHT
HEAD k
SLLI.
me
EKE.
IM.
EXf.
DR,
STANDARD i
74°
38 3/5'
11
8
53.33
90.00
80.00
90.00
74'
80 5/r
11
8
53.33
90.00
80.00
90.00
37"
8
53.33
90.00
80.00
90.00
531/8"
53'
8
9
53.33
90.00
80.00
90.00
1
74'
11
93.33
89.20
80.00
88.20
72'
45'
11
7
93.33
90.00
80.00
90.00
48'
7
53.33
90.00
80.00
90.00
50'
or
9
9
53.33
90.00
80.00
90.00
72'
11
53.33
90.00
80.00
90.00
1
TYPICAL ELEVATION (X0)
GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW.
1.- CONFIGURATIONS OX AND XO
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORT FTL -$51
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007
FLORIDA BUILDING CODE
5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND
MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE
PROTECTION AGAINST CORROSION, PER DIN 80018. ALUMINUM
CONTACTING METALS SHALL BE PROPERLY PROTECTED.
6.- GLAZING: 0.340° OVERALL LAMINATED GLASS USING TWO UTES OF
0.125' HEAT STRENGTHENED GLASS WITH A 0.090' INTERIAYER
FILM DUPONT BUTACITE PVB. BETWEEN THE TWO UTES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
Sunshine IYIndon
ikasioctueing, Inc.
1748 W. 3W8 Plod
Ph: (305)384-8482
Fm, (308)328 -5118
MIAMI- DADE IMPACT RESISTANT SHU rrERS ARE NOT REQUIRED T "solykardh nom
uncemozo
i i r
IMPACT RESISTANT WINDOW
t 2•-10 -�
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
m,8' RF
Detm
SW, ..92b 12
RN4810,42 -10-08
'-'I
ORAYm10 NO.
HS08 -01
SHEET
2 OF 7
VERTICAL SECTION
HORIZONTAL SECTION
VERTICAL SECTION
WITH SILL RISER
IMPACT RESISTANT WINDOW
PROLOJCiRSVISRD
eva>o~ Kordzewith
FLORIDA FRANCISCO PE # 513 3
—11.14=211.
SCAM game 1 2".1
Rovhdo
ego.
HS08 -01
SHEET
3 OF 7
MATERIAL. LISP
LIMP
PART It
REQD.
DFACRIPTION
MATITTUAL
1
SW -019
1
FRAME HEAD
8063 -78
2
SW -019
1
FRAME SILL
6063 -75
3
SW5ool21
1
INSERT TRACK
8083 -78
5
SW -012
2
SLIDER TOP/BOTTOM RAIL
8083 -15
6
SW3019
AS ROD
FlN SEAL PILE
FELT
8
5W321W
2
WHEEL
6063-18
9
SW -017
1
MOVING MEETING RAIL
8083 -19
10
SW40111
1
FIXED MEETING RAIL
8063 —T5
11
SW —AS
AS ROD
ASSEMBLY SCREWS
1q 8 X 1' SMS.
12
SW -013
1
JAMB TO MOVING PANEL
6083 -78
MATERIAL LIST
ITEM P
PASTA
READ.
DESCRIPTION
MATOAAL
13
SW -018
1
MOVING SEE RAIL
8083 -15
14
SW3287
AS ROD
WEATHER STRIP BULB
VINYL
18
SW-667
AS ROD
LATCH
ZINC
18
SW -510
2/SILL
RETICULATED FILTER
FOAM
17
SW40771
1
SILL RISER
6063-15
18
SW -014
1
JAMB TO FIXED PANEL
6063-18
10
—
AS ROD
SILICONE
PEC: 895 OR S68LAR
20
SW-101
AS ROD
IMPACT GLAZING BEAD
8083 —T8
21
SW —STL
1
3/8' X 3/4° FLAT BAR
STEEL
22
SW—AS
4
ASSEMBLY SCREWS
/ 8 X 2 1/2• SMS.
IMPACT RESISTANT WINDOW
Sunshine Ytsdo,I9
Inc.
1746 W. 33M Plat
Mech. Norldo 33012
PM (308)3849902
FaI(3086118
t zoo —eq
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
MONO NO.
HS08 -01
SHEET
4 OF 7
0.812 1
1.678 —�
yak
,
0.050
9.878
—
;
j
0.082
1
1
,
tlr
I
o9,a I--
_ 1.312
_
PANEL
OWING BEAD
SW -018
8053 -75
FIXED MEETING PAIL
8083 15
MOVING MEETING MIL
860083 4T5
JAMB
TO FIXED
SW-014 3-15
FRAME
2.077
JAMB TO WANG PANEL
1.00
o ewa
GG79
r;-li
X4082
,.750
"i.�
1 .8780
,...
!
1
1.000
0.050
1.51165
3.082
��
1
0.780
SLIDER TOP AND BOTTOM MIL
SW-012
8083 -75
��
,.0000
INSERT TRACK
SW— lootat
8083 —TS
FRAME HEAD AND
SW-019
SILL
MOVING SIDE RAIL
I Tg
8
SILL RISER
SW -40771
8083 T5
IMPACT RESISTANT WINDOW
Sunshine Ytsdo,I9
Inc.
1746 W. 33M Plat
Mech. Norldo 33012
PM (308)3849902
FaI(3086118
t zoo —eq
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
MONO NO.
HS08 -01
SHEET
4 OF 7
TYPICAL ANCHORS
TYPICAL ANCHORS
2 /2• MIN. 2 1/2" MIDI.
t$+ »» :
sir. +.• ^ik • +I;,v,:.
i +•r�::th:� .ifiii;;irxs
'{1i »Si.'•.
}�;i• +'
v:.
.
:< e „ .. a
• ,.. a. • g
^,
1/4• SMS 1,1/r MIN. PENETRATION INTO WOOD.
1/4• TAPCONS I 1/4' MIN. BY WOOD S INTO MASONRY THROUGH 1• BY WOOD BUCK
INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER
MAX. ANCHOR SPACING AND
(FOR NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
OF ANCHORS REFER TO DESIGN PRESSURE C
Windows
1745th. 37nd Pipes
ia4. rbtMp 73012
8962 a 5
. .
M.
'�
�... 1;•511
r�
Bttt♦l J�WT
i
i
:�
41
I
1: J;
11Itlliji
'
DETAIL A DETAIL B
ATTACHMENT TO MASONRY
i 4
ATTACHMENT TO WOOD
TYPICAL ANCHORS
1/4' SAS. THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
___—: moll
1
iI1iI
es
DETAIL C
ATTACHMENT TO METAL STRUCTURE DETAIL
( STEEL OR ALUM. 1 /B' MIN. THICKNESS)
TYPICAL HEAD SECTIONS
oRO1WCFREVISED
as complying with the Nu*
CoQa
0 !;
Draw, IM RF
Date 1
spate: 1 2 +1
Rsdatmal2 -10-09
Redsba.
HS08 -01
IMPACT RESISTANT WINDOW
of wT
tz -to•odi
FLORIDA °P 7
SHEET
5 of 7
1/4" TAPCONS 1 1/4° MIN. EMBEDMENT
MTO MASONRY
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL D
ATTACHMENT TO PRECAST SILL
TYPICAL ANCHORS
2° BY WOOD BUCK
1/4 WS I 1 /2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL F
ATTACHMENT TO WOOD
•
2 1/2" MIN.
DETAIL 0
3/4" MAX NON—SHRNK GROVE
OR I" BY WOOD BOCCI
•
2 1/2' MIN.
TYPICAL ANCHORS
t/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1' BY WOOD BUCK
OR NON SHRINK NON METALLIC GROUT
(FOR MAX ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL E
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
SMS THROUGH METAL
(FOR MAX ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM. 1/5° MIN. THICKNESS)
TYPICAL SILL SECTIONS
IMPACT RESISTANT WINDOW
171 -KO.Oq
FRANCISCO IHERNANDEZ
FLORIDA PE # 51393
Sunshine Vmdows
ttunufacturng, Inc.
1745 W. 53rd Re
Hialeah. Florida 31512
Ra 0)354-7452
Fina(305)S25 -511$
Drwm B„ RF
Dale,
7adm 1 �1
Re tt2 -10-01
Rental=
DRAWING NO.
HS08 -01
SHEET
6 OF 7
TYPICAL ANCHORS
1/4' TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
OR NON SHRINK NON METAL11C GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL H
ATTACF MENT TO MASONRY
TYPICAL ANCHORS
1/4" SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
MIAMI DADE COUNTY APROVED
WON
ATTACHMENT TO MULLIONS DETAIL
2• BY %DOD BUCK
TYPICAL ANCHORS
1/4" sus 1 1/2" MN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL I
ATTACHMENT TO WOOD DETAIL
GLAZING DETAIL
0.0110' DUPONT BUTACITE PVB
OR SIMILAR
1/B" HEAT 1/8 • NEAT
STRENGTHENED
3/8'(TI SITE
)
OR
SILICONE SOS
GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF
0.129" HEAT STRENGTHENED GLASS WITH A 0.090° INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
TIPICAL JAMB SECTIONS
IMPACT RESISTANT WINDOW
TYPICAL ANCHORS
1/4" SAS. THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL J
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL OR ALUM. I /B" MN. THICKNESS)
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Plow
1031.711. FN 33012
Ph: (305)384 -8082
Fme(305)828-5115
12.-10 ••4161
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Dal* 03 -14-08
Soft 1/2• =1
Rtwdm712 -10 -0R
RenOwN
ORAMNS NO.
H508 -01
SHEET
7 OF 7
MIAM
Lout'
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 West 33l1 Place
Hialeah, FL 33012
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 (MU).
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 2000 Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. SH08 -01, titled "Series 2000 Aluminum Single Hung Impact
Resistant Window ", sheets 1 through 6 of 6, dated 04/02/08, revised and dated 03/04/10, prepared by
manufacturer, signed and sealed by Francisco Hernandez, 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 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 No. 08-0219.03 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 Jaime D. Gascon, P. E.
MIAMI -DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
MIAMI, FLORIDA 33130 -1563
(305) 375 -2902 FAX (305) 372 -6339
www.maimidade.Gov/buildingcode
APPROVED
g to
NOA No. 09- 1217.05
Expiration Date: April 24, 2013 ,
Approval Date: March 24, 2010
Page 1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single
Hung Impact Resistant Window", dated 04 /02/08, revised and dated 03/04/10,
prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 series 2000 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No.08-0219.03)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
along with marked -up drawings and installation diagram of series 2000 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. F°TL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No.08-0219.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004
and FBC 2007, prepared by manufacturer, dated 12/22/07, signed and sealed by
. Francisco Hernandez, P. E.
Complies with ASTM E1300 -02
(Submitted under previous NOA No.08-0219.03)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E -1
Jaime D. Gascon, P. E.
Chief, Product Control Division
NOA No. 09-1217.05
Expiration Date: April 24, 2013
Approval Date: March 24, 2010
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 09 -0312.02 issued to E. I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10.
F. STATEMENTS
1. Statement letter of conformance, dated December 08, 2009, signed and sealed by
Francisco Hernandez, P. E.
2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by
Francisco Hernandez, P. E.
(Submitted under previous NOA No.08-0219.03)
3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration
Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No.08-0219.03)
4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration
Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No.08-0219.03)
G. OTHERS
1. Notice of Acceptance No. 08-0219.03, issued to Sunshine Windows Manufacturing,
Inc. for their Series "2000 Aluminum Single Hung Window - L.M.L", approved on
04/24/08 and expiring on 04/24/13.
E -2
•
Jaime D. Gascon, P.
Chief, Product Control Division
NOA No. 09- 1217.05
Expiration Date: April 24, 2013
Approval Date: March 24, 2010
HEAD ANCHORS SEE CHART
.
4" 10°MAX.
"' '
0 Z ' 0.) 'yar
DESIGN PEEWEE CHART - PSF
"""" "'l
MS W Mrd t
( ; r
�...:,_.
II II
FALSE MUNTINS
SERBS-2000 ALUMINUM
SINGLE HUNG IMPACT RESISTANT WINDOW
I
aill3Acr GLASS
- - _IL ___11._ - ,
- -,t II
u u
II 0 II
(SURFACE APPLIED)
MAY BE USED
CP
iliD
' ( )
i
WINDOW
DIMENSION
ANCHOR
SCHEDULE
D)SION
PRESSURE -PSE
WIDTB
»
A�
PPS IAMB
EXT.
INT.
-E---
I�.+
o
19 1 /8'
28-
3
3
90.0
90.0
BRACT AC I G II
- - - _.. JAL ._ -_
-- 11 -- 'I -
( I
26 1/2'
3
90.0
90.0
37"
4
90.0
90.0
\
dLII
53 1/8'
6
75.0
75.0
19 1/8"
38 3 "
3
4
90.0
90.0
26 1/2°
3r.
3
4
90.0
90.0
I7rt1'
90.0
90.0
.
`I
10 "MAX. �
WINDOW WIDTH
53 1/8"
6
75.0
75.0
19 1/8'
50 S /8'
3
6
90.0
90.0
26 1/2"
3
90.0
90.0
TIPICAL ELEVATION I OVER 1
37'
4
90.0
90.0
53 1/8"
6
75.0
75.0
19 1/8'
26 1/2"
63'
3
3
7
75.0
75.0
GENERAL NOTES:
1: FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART.
2.- REFERENCES: TEST REPORTS FTL-5252 AND FTL -5253,
3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007
FLORIDA BUILDING CODE.
4: FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE
PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM
CONTACTING METALS SHALL BE PROPERLY PROTECTED,
75.0
75.0
C.,
37 r
4
75.0
75.0
53 1/8"
6
75.0
75.0
to I
19 1/8'
74 1/4'
3
8
75.0
75.0
26 1/2"
3
75.0
75.0
3r
4
75.0
75.0
53 1/8"
6
75.0
75.0
MODUCT D
w complying *WI Oa Mew d Florida ' ^L'-
-... ::,. ', f2Ot3
oraw, RF
MIAMI- DADEIMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
o
IMPACT RESISTANT WINDOW
s 1 2 -1
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FLORIDA PE # 51393
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SHEET
1 OF 6
2 1/2° MIN. 2 1/2° MIN.
DETAIL Al
ATTACHMENT TO MASONRY
GLAZING DETAIL
0.090' DUPONT BUTACRE PYB
TYPICAL ANCHORS
1/4° TAPCONS 1 1/4' MN. EMBEDMENT
INTO MASONRY THROUGH 1' BY WOOD BUCK
(FOR ANCHORS REFER SHEET 1 OF 6)
OF )
TYPICAL ANCHORS
TYPICAL ANCHORS
1/4° sus 1,1/2- MN. PENETRATION INTO WOOD.
(FOR Mt ANCHOR SPACtNG AND NUMMI
OF ANCHORS REFER TO SHE I OF )
2° BY WOOD BUCK
DETAIL AZ
ATTACHMENT TO WOOD
DETAIL A3
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL OR ALUMINUM 1 /B° MN. THICKNESS)
TYPICAL HEAD SECTIONS
IMPACT RESISTANT WINDOW
PRODUCT REVISED
es complying with the Flat%
Acv p1Pn No '
"ding, Hero _f:.1 n 201
1240 •oq
FRANCISCO HERNANDEZ
FLORIDA PE 11 51393
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-'y •
�
.. �3'�
.�'
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3/4` MA1S. NON - SHRUNK GROUT
OR 1' BY N000 BUCK
2 1/2" MIN.
2 1/2` MIN.
2 1/2" MIN. 2 1/2° MIN.
TYPICAL ANCHORS
TYPICAL ANCHORS
1/4" TAPOONS 1 1/4" MDJ. EMBEDMENT
W R MAX. N Y
(FOR AX. ANCHOR SD AND NUMBER
OF ANCHOR TO REFER TO SHEET 1 OF 6)
(
11
.:�`
1/4" TAFCONS 1 t /a` MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
OR NON SHRINK NON MEMUJC GROUT
(FOR MAX. ANCHOR SWING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
i I
DETAIL C1
DETAIL
ATTACHMENT TO ERE -CAST SILL
ATTACHMENT TO MASONRY
•
TYPICN. ANCHORS
��•���
;.a
±�
1/4" SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NIGGER
OF ANCHORS REFER TO SHEET i OF 8)
2` BY WOOD BUCK
��`
DETAIL Cd
TO METAL STRUCTURE
ATTACHMENT
TYPICAL ANCHORS (STEEL OR AwMINUM 1/8" MIN. THIcNNESS)
MIN, PENETRATION INTO WOOD.
PRODUCTREiVISED
ea 5ing with t IOddO
Cade
R.
1/4" SMS 1 1/2"
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL C3
ATTACHMENT TO WOOD TYPICAL SILL SECTIONS
__
Data
B0403 7 2 m1
Ri 4 12 -8 -08
DRAWING HI
SH08 -05
4111'
., ---
12-6-0i
FRANC PE si"S 3
IMPACT RESISTANT WINDOW
Canw�
SHEET
SHEET
3
6
1 /4" MAX.
SHIM sPPCE
w
•
1 1/4'
TYPICAL ANCHORS
SMS 1 l/2 MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 8)
DETAIL DZ
ATTACHMENT TO WOOD
1/4' TAPCONS 1 1/4' MIN. EMBEDMENT
INTO MASONRY THROUGH 1' BY WOOD BUCK
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 8)
DETAIL DI
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
I/4' SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 8)
DETAIL VALIDS FOR JAMBS. HEAD AND SILL
MIAMI —DADE COUNTY AFRO ED
MULLION
ATTACHMENT TO MULLION DETAIL
TYPICAL JAMB SECTIONS
IMPACT RESISTANT WINDOW
TYPICAL ANCHORS
1/4' GUS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL D3
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUMINUM 1/8' MIN. THICKNESS)
PRODUCT REVISED
to complying with the Fiorlda
Balding Coda
Date
7188
DIvItlo
12.g -o9
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
D wAn RF
tar., 04 -02-08
rm 1/2%1
Role= 12-0-09
DRAWING 06
SHEET
4 OF 6
VERTICAL SECTION
HORIZONTAL SECTION
VERTICAL SECTION
WITH TOP LOCK
IMPACT RESISTANT WINDOW
ertoUUCr REVISED
es campty+n with 16s Florida
AccePlans
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Da go; RF
Date:
Sac* 1 W1
aamtlaa
ORMSNG
NO.
SH08 -02
SHEET
5 OF 6
1.31
2.082 ---1
I'
112
0.304
MATERIAL
0.8121 —
2.
1
FRAME HEAD
750 [ '
- 1.130
4.S.I... 1
0.386) I 0.760
GLAZING BEAT
6083 T8
FRAME
45
8083 —TB
1
MEETING
8083 —T8 RAIL
6063 —T8
3
2.000
0237
0.080
8063 -75
1,g�
1
2.
27
D.D82
2.074
6083 —TB
1.876
i
�SH
�
0.812
TOP
SW -017
8083 -18
0.080
I-
RAIL
8083 —T8
2.078 —I
FRAME 01LL
521
6083 45
SW43355
2.375
F
FRAME
6083 —T5
2.760
1
SASH
1880
0.062
RAIL
1.000
SASH
S
80Tin7
0.831
0.050
SIDE RAIL
—T
1324
87 18
SASH BOTTOM RAIL
5
1.00
BOTTOM
13093•15
MATERIAL LIST
ITEMS
PAWL'.
READ.
DESCEO°ITON
MATERIAL
1
SW -014
1
FRAME HEAD
6063 -18
2
SW82101
1
FRAME SILL
6063 —T8
3
SW -011
2
FRAME JAMB
8063 -75
4
5W40111
1
MEETING RAL
6083 —TB
8
SW ■017
1
SASH TOP RAIL
8083 —T8
6
SW43355
1
SASH BOTTOM RAIL
8063 -T8
7
SW82028
2
SASH CAM
NYLON
8
S8-012
2
SASH SIDE RAIL
6063 —TB
8
SW—AS
AS REQ
ASSEMBLY SCREWS
• 8X1° PH PHILUP CRS
10
5Y/8202A
4/VENT
FACE GUIDES
NYLON
11
SW43353
2/VENT
LATCH BOTTOM RAIL
PLASTIC
12
SW1820
AS ROD
SEAL PILE
FELT
13
SW3257
AS ROO
WEATHER STRIP BULB
VINYL
14
—
AS ROD
S0.ICONE
0C- 888/GE-1200
15
SWW101
AS ROD
GLAZING BEAD
6083 -78
18
5W540
2
SPIRAL BALANCE
ALUMINUM
17
SW -887
2/VENT
LATCH
ZINC
18
5W3082
AS ROD
WEATHER STRIP BULB
VINYL
IMPACT RESISTANT WINDOW
14Z.g,.oaj
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
• R RF
W en 04 -02-08
sada; 1/2- ®1'
R 12 -8-09
Revision.
mew on
SH08 -03
SHEET
6 OF 6