WS-11-559Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 157788 Permit Number: WS -3 -11 -559
Scheduled Inspection Date: August 29, 2011
Inspector: Bruhn, Norman
Owner: MONTERO, ANGELICA
Job Address: 9338 NW 2 Avenue
Miami Shores, FL 33150-
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1131010150280
Building Department Comments
REPLACEMENT OF 9 WINDOWS AND 1 DOOR
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
August 26, 2011
For Inspections please call: (305)762 -4949
Page 6 of 41
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
9338 NW 2 Avenue
Miami Shores, FL 33150-
Owner Information
Parcel Number
Applicant
Address
1131010150280
Block: Lot:
BEATRICE SHADLOFF
Phone
CeII
ANGELICA MONTERO
9338 NW 2 Avenue
MIAMI SHORES FL 33150-
i
9338 NW 2 Avenue
MIAMI SHORES FL 33150-
Contractor(s)
HOME OWNER
Phone
CeII Phone
Valuation:
Total Sq Feet:
$ 4,000.00
0
1
Type of Work: WINDOWS & DOORS
No of Openings: 10
Additional Info:
Classification: Residential
Scanning: 6
,
,
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$2.40
$3.00
$3.00
$0.80
$200.00
$18.00
$3.20
$230.40
,
Pay Date Pay Type
Invoice # WS -3 -11 -40488
04/08/2011 Check #: 266
03/31/2011 Check #: 260
Amt Paid Amt Due
$ 180.40 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final Shutters
Final
Shutter Attachment
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.
April 08, 2011
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Date
April 08, 2011
1
d Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795,2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
I1 9.
t
Permit No.
Master Permit No.
Permit Type: BUILDING ROOFING . .
Owner's Name (Fee Simple Titleholder) P %3 &i ■\C A -- 101J\--C (0 Phone # SAO\ 3b2— fi30�P
Owner's Address Q 3'J FS t.) W . '2.tJC Ae ,
City LC S VW-ES State -FL Zip . 33 \ S 0
Tenant/Lessee Name Phone #
Email LL Le ca e.144 t.10,-,' to (33 . C
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL
Is Building Historically Designated YES
NO Flood Zone
Contractor's Company Name OU.)N'C. C
Contractor's Address
City
Qualifier Name Phone #
State Certificate or Registration No Certificate of Competency No,
Contact Phone E -mail
Phone #
State
Zip
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ '� Square / Linear Footage Of Work:
Type of Work: ❑Addition ['Alteration An❑New ❑ Repair/Replace ❑ Demolition
Describe Work: Rip. �Q Cf ef- feu?;- ! l Apt tQct too&
4TUOC3* * * * *. *: ar * * * * * * * * * *. * * * * * * * ** * *** * * * * * ** Fees***** * * * * * * * * * * * * * * * ** * ** * * ** * ** * * ** A�.
11��
O Q6
Submittal Fee $ W *00 Permit Fee $ CCF $ CO /CC $
Notary $ Training/Education Fee .$ Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural Review. $ _ Total Fee Now Due $ , yO
See Reverse side --�
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgage e*der's Name (if app;
Mortgage Lender's Address
City
State
Zip
able)
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 ]
commenced prior to the issuance of a permit and that all work will he performed to meet the standards of all laws regulatin ,
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.
AltisTING TO ON VNER. YOUR FAILURE TO RECORD A NOTICE 0
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 COMMENCE LENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person'
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the, job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Sign
Owner or Agent
The foregoing instrument was acknowledged before me this
day of , 20 t by A3 1-1-1 CA' I' i't 's?
he is personally known`to me or moo has produced f L
M identification and who did take an oath.
NOTARY PUBLIC:
Contractor
The foregoing instrument was acknowledged li
day of ,20 ,by
who is personally known to Inc . or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Print:
Print:
My Commission Expires:
APPROVED Jay-,':
Plans Examiner
Engineer
(Revised 07/10
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: I / C GG M DATE:
ADDRESS: 93-375 %VV'J 9s. W
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 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.
3l
JI
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 properly listed, may act as my own
contractor with certain restrictions even though I do not have a license.
Initial ' 7L
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial ''`"" 7L-
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers 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 build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially
improved it for sale or lease, which violates the exemption. 74--.
Initial
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
Initial
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and 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 willfully acting as an
owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial
B. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for
the employee. I understand that my failure to follow these may subject to serious financial risk:
Initial /74r
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
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.
Initial 4-'1-
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 http: / /www.myfloridalicense.com /dbpr /pro /cilb /index.html
Initial 7C
11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initial74>4
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I
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 not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable 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 owner's 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 ck"..‘ day of
,20 lb
By N,kit.1.-kc-4-. who was personally known to me or who has
Produced there License or
OWNER
as � 1entifcation. • ,ot
�`0�1901,7/
ei
< /// a71iIS s \`N'
�����lll
•
GISELA REY, P.E.
14921 SW 30th TER
Miami, Florida 33185
Phone: 305 229 -8374 Fax 305 226 -6904
By
GR
Date
2/1/11
Sheet
2
Of
4
ANGELICA MONTERO RESIDENCE
9338 NW 2 AVE
MIAMI , FL 33150
WIND LOAD CALCULATION FOR WINDOWS AND DOORS
Miami Shores Ville • e
APPROVED
ZONING DEPT
BLDG DEPT
DATE
stAIACT ToCOMPUAN
STATE AND COUNTY RULES ANDREDULATtoms
f• 1
MAk31N11
•
..
•
•.
.. •
•
.•
.•
•
•
•
•
•
•
•
GISELA REY, PE
STRUCTURAL ENGINEER
FL, P.E. No. 66366
•
GISELA REY, P.E.
14921 SW 30th TER
Miami, Florida 33185
Phone: 305 229 -8374 Fax 305 226 -6904
By
GR
Date
2/1/11
Sheet
2
Of
4
Project: ANGELICA MONTERO
RESIDENCE
WIND LOAD DATA ONE STORY BUILDING
WIND LOAD AS PER ASCE 7/05 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET
B = MINIMUM WIDTH (FT) = 25.50
H = MEAN ROOF ELEVATION (FT) = 11.50
V= WIND VELOCITY (MPH) = 146
I = IMPORTANCE FACTOR = 1.00
EXPOSURE CATEGORY
C
ROOF GEOMETRY :
H (FT) = 3.00 L (FT) = 12.00
ROOF SLOPE (DG)= 14.03
• Kz= EXPOSURE COEFFICIENT = 0.85
Kd= WIND DIRECTIONALITY FACTOR = 0.85
•••• •
• V = VELOCITY PRESSURE = 0.00256 x Kz x Kd x V2 x I = 39.43 PSF • • • • •
• • • •
•• • • • •
• • • •
APPLY REDUCTION PER ROOF SLOPE LESS THAN 10 GR NO • • • • •
PERCENT OF REDUCTION = 0
CPI COEFFICIENTS = + / - 0.18
a = ZONE 5 EXTENSION (FT) = 3.00
SMALLER BETWEEN :
BUT NOT LESS THAN :
•
a =0.10 B= 2.55 AND
a =0.4 H= 4.60
= 2.55
4% OF B= 1.02 OR
3.00
•
•
•
• • • • •
• ▪ • • • •
•••• •• ••
••..•• • •
• •
•• • •• •
• •
•
• •
• . • •
• • •
• • • • •
• • •
•• • • • • •
•
•
•
GISELA REY, P.E.
14921 SW 30th TER
Miami, Florida 33185
Phone: 305 229 -8374 Fax 305 226 -6904
By
GR
Date
2/1/11
Sheet
2
• Of
4
Project: ANGELICA MONTERO
RESIDENCE
WIND LOAD SUMMARY
MARK
WIDTH
HEIGHT
EFFECT
WIND
AREA
ZONE 4
ZONE 6
ZONE 4
ZONE 5
GCP
GCP
GCP
GCP
WL
WL
WL
WL
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
IN
IN
SF
PSF
PSF
PSF
PSF
HR -53 1/8" X 50 5 /8 "(A,B,D)
HR -74" X 50 5/8" ( C)
HR -37" X 38 3/8" (E)
FD-60" X 80" (101)
SH -19 1/8" X 38 3/8" (F)
HR -37" X 50 5/8" (G,I)
CAS -37" X 50 5/8" (H)
26.50 50.63 9.32 1.00 -1.10 1.00 -1.40 46.52 -50.47 46.52 -62.29
37.00 50.63 13.01 0.99 -1.09 0.99 -1.38 46.03 -49.97 46.03 -61.31
18.50 38.38 4.93 1.00 -1.10 1.00 -1.40 46.52 -50.47 46.52 -62.29
30.00 80.00 16.67 0.98 -1.08 0.98 -1.35 45.54 -49.48 45.54 -60.32
19.13 19.19 2.55 1.00 -1.10 1.00 -1.40 46.52 -50.47 46.52 -62.29
18.50 50.63 6.50 1.00 -1.10 1.00 -1.40 46.52 -50.47 46.52 -62.29
37.00 50.63 13.01 0.99 -1.09 0.99 -1.38 46.03 -49.97 46.03 -61.31
•
•• ••• • • • • • ••
•
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• •
•
•• ••• •• • • • ••
••• ••• ••• • • •
• • • • • • •
N `41 • • • • • • • • ..
•• •. •. . • •
• ••• ••• •
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•
•
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•
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• • • • • •
• •.• • • •
• • • • • • • •
• •• • • • •• ••
• • ••• • •
II
•
•
GISELA REY, P.E.
14921 SW 30th TER
Miami, Florida 33185
Phone: 305 229 -8374 Fax 305 226 -6904
By
GR
Date
2/1/11
Sheet
2
Of
4
Project: ANGELICA MONTERO
RESIDENCE
PRODUCT APPROVAL REVIEW
MARK
OPENING
LOCATION
SIZE
NOA NUMBER
NOA DESIGN
PRESSURE RATING
OPENING REQ'D
PRESSURE RATING
EGRESS
REQUIREMENT
SHUTTER
REQUIREMENT
WIDTH
HEIGHT
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
IN
IN
_
PSF
PSF
PSF
PSF
YES
NO
YES
NO
A
BEDROOM #1
53.13
50.63
08- 0107.08
53.33
-88.40
46.52
-50.47
x
x
B
LIVING ROOM
53.13
50.63
08- 0107.08
53.33
-88.40
46.52
-50.47
x
x
C
FAMILY ROOM
74.00
50.63
08- 0107.08
53.33
-67.30
46.03
-49.97
x
x
D
FAMILY ROOM
53 13
50.63
08- 0107.08
53.33
-88.40
46.52
-50.47
x
x
E
FAMILY ROOM
37.00
38.38
08 -0107.08
53.33
- 120.00
46.52
-50.47
x
x
101
DINING ROOM
60.00
80.00
08- 0417.05
70.00
-70.00
45.04
-48.99
x
x
F
BATH
19.13
38.38
08- 0219.03
80.00
-90.00
46.52
-50.47
x
x
G
BEDROOM #2
37.00
50.63
08- 0107.08
53.33
- 104.70
46.52
-50.47
x
x
H
BEROOMD #2
37.00
50.63
08- 0604.01
75.00
-80.00
46.03
-49.97
x
x
I
BEDROOM #1
37.00
50.63
08- 0107.08
53.33
- 104.70
46.52
-50.47
x
x
.. ... • • • • • ..
•
• • •
• •
•
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000 000 4100 • • •
• • • • • • •
.. .. .. • • • •
• • • 00. 00. •
... • • • • 0 41 0 • •
• • • • • • • •
• • • 000 • • •
• • • • • • • • • •
• 00 00 • • • 00 00
000 • • • 000 • •
•
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•. ••• • • •
•
• •
• •
• •
•
•• •. •
FLOoR PLA1.1
••. •••• •••• • • • .
• • • • • • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • • • • • • •
•• ••• ••• • • • • •
• • •••• ••• •
••• • • • • •.• • •
• • • • • • • • • • • •
• • • • 0 • • ••• • • • • • •
• • • . • • • • • • • • • • • •
• • •••••• • • ••••
••. • • • • ••• • • •
UM.: AMGLJCA Q0KIT o
4PD E : t338 NW
MtZmt FL. 33[EO
•
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 West 33rd 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.maimidade.gov /buildinecode
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,Jf it is _determined b-y Miami -Dade Cnnnty Aroduct_Controf
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 01/25/08, prepared by manufacturer, signed and sealed by
Francisco Hernandez, 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 Resistant
• •
••••
LABELING: Each unit shall bear a permanent label with the manufacturer's name orlego,•city, slete n 1
following statement: "Miami -Dade County Product Control Approved ", unless otherMs% i1'c ted her iI'l. "
RENEWAL of this NOA shall be considered after a renewal application has been fileel l there hgs been
no change in the applicable building code negatively affecting the performance of thin' }ptaddct. '..'.:
TERMINATION of this NOA will occur after the expiration date or if there has beeRt'$ fe sion clripAppge
in the materials, use, and/or manufacture of the product or process. Misuse of this NUA aran endoIsement of
any product, for sales, advertising or any other purposes shall automatically terminate.fhisMI)A. 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, klatda, and followed •
by the expiration date may be displayed in advertising literature. If any ortion of the NOA is dis a �eJ then
Y P Y g YP PAY
it shall be done in its entirety.
INSPECTION: A copy of this entire NGA 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 nientioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 08- 0219.03
Expiration Date: April 24, 2013
Approval Date: April 24, 2008
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 01/25/08, prepared by manufacturer, signed
and sealed by Francisco Hernandez, P.E.
B. TESTS
1. Test report >>n: 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.
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 aluminize
single hung window, prepared by Fenestration Testing Laboratory, Inc TestRvport
No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Ri'tfnd4 P.E.. • •
•
•• ••
•
••
C. CALCULATIONS • •
1. Anchor verification calculations and structural analysis, complyi epwith FBC:20Gli, •
prepared by manufacturer, dated 12/22/07, signed and sealed by Primetsco HH ndez, • •
P.E. • • • • •
•
Complies with ASTM E1300 -02 • • • • • •
•. •
D. QUALITY ASSURANCE •
• . •
• •
• • •
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite PVB Interlayer" dated 01705/06, expiring on 12/11/10.
•
E -1
Manuel Pere
Product Control Ex
NOA No. 08-02 '.03
Expiration Date: April 24, 2013
Approval Date: April 24, 2008
• •
• •
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, dated February 6, 2008, 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.
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.
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.
G. OTHER
1. None.
E -2
• •
• • ...•
•
• •
.. • • • .
• •
....
•
• • •
•••• • • • •
• ..
.... ▪ • ....
• •
• .
.... •
• ..
• •
• •
• ..
.. •
•
• •
•
•
Manuel erez,
Product Control Exa
NOA No. 08 -0219. i 3
Expiration Date: April 24, 2013
Approval Date: April 24, 2008
•
•
•
• •
WINDOW HEIGHT
HEAD ANCHORS SEE CHART
4" 10 "MAX.
Al. •A2; I ;A3; 1 i
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
TIPICAL ELEVATION 1 OVER 1
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 2004
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.
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
DESIGN PRESSURE CHART - PSF
SERIES -2000 ALUMINUM
SINGLE HUNG IMPACT RESISTANT WINDOW
WINDOW
DIMENSION
ANCHOR
SCHEDULE
DISIGN
PRESSURE -PSF
WIDTH
HEIGHT
PER sz
PER JAMB
EXT.
INT.
19 1/8"
3
3
90.0
90.0
26 1/2"
26 "
3
90.0
90.0
37"
4
90.0
90.0
53 1/8"
6
-
75.0
75.0
19 1 8 ")
-
3 /8 "l-
-
- 4 -,y
'- -
90.0
90.0
26 1/2 "._-
�.38
90,0
90.0
37"
4
90.0
90.0
53 1/8"
6
75.0
75.0
19 1/8"
50 5/8 "
3
6
90.0
90.0
26 1/2"
3
90.0
90.0
37"
4
90.0
90.0
53 1/8"
6
75.0
75.0
19 1/8"
63"
3
%
75.0
75.0
26 1/2"
3
75.0
75.0
37"
4
75.0
75.0
,
53 1/8"
6
75.0
75.0
19 1/8"
74 1/4"
3
8
75.0
75.0
26 1/2"
3
75.0
75.0
370
4
75.0
75.0
53 1/8"
6
75.0
75.0
IMPACT RESISTANT WINDOW
Approved as coeiplying with the
Florida ; _ , ag
Date ...
NO �lLeir
Misted Dade Product C
/ )'
Q --020b
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
................
...............
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah. Florida 33012
Ph: (305)364 -9952
Fax:(305)828 -5118
SERIES 2000 ALUMINUM
Drawn 6v: RF
Dote: 04-02-08
Scale: 1/2"=1*
Redston:
Revision:
DRAWING NO.
SHOE --01
SHEET
1 OF 6
DETAIL Al
ATTACHMENT TO MASONRY
GLAZING DETAIL
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY W000 BUCK
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
1YPICAL ANCHORS
TYPICAL ANCHORS
1/4" SMS 1 1/2" MIN. PENETRATION INTO W000.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL A2
ATTACHMENT TO WOOD
1/4" SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL A3
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL. OR ALUMINUM 1/8" MIN. THICKNESS)
TYPICAL HEAD SECTIONS
IMPACT RESISTANT WINDOW
Appraved as d1a!sp731b g whit Ste
Florida
Date ! '.. X
NOAR A7+yli=M.
Ptudast
_ 02 -08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
li
iili M"'i
I'
Sunshine Windows
Manufacturing, Inc.
1748 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)384 -9952
Fax:(305)828 -5118
SERIES 2000 ALUMINUM
Drown Bv: RF
Date: 04-02-08
Scale: 1 /2'al'
Revision:
Revision:
DRAWING NO.
SH08 --04
SHEET
2 OF 6
• o
4
•
4 4 • 4 • 4,
• •4,
2 1/2" MIN.
2 1/2" MIN.
'TYPICAL ANCHORS
1/4" TAPCONS 1 1/4* MIN. EMBEDMENT
INTO MASONRY
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 8)
DETAIL Cl
ATTACHMENT TO PRE-CAST SILL
2" BY WOOD BUCK
TYPICAL ANCHORS
1/4* SMS 1 1/2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL C3
ATTACHMENT TO WOOD
g
2
\N
3/4" MAX. NON- SHRINK GROUT
OR 1" BY W000 BUCK
•
2 1/2" MIN.
r
2 1/2" MIN.
TYPICAL ANCHORS
1/4* 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 SHEET 1 OF 6)
DETAIL C2
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
1/4" SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL C4
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUMINUM 1/8" MIN. THICKNESS)
TYPICAL SILL SECTIONS
IMPACT RESISTANT WINDOW
APPrnvaai 9r •omplyiag with t$
Florida +.skiing ''e s
Dote
1��
M1amiI iKhPrix1 4
0
•
4-02_08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Piece
Hialeeh. Reddo 33012
Ph: (305)364 -9952
Fox:(305)828 -5118
Drown RF
Dote: 04 -02 -08
Scale: 1/2"=1'
Revision:
Revision:
DRAWING NO.
SH08 --05
SHEET
30F6
•
1/4" MAX.
SHIM SPACE
TYPICAL ANCHORS
TYPICAL ANCHORS
1/4° SMS 1 1/2° MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL D2
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 6)
DETAIL Dl
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
—1/4" SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL VALIDS FOR JAMBS, HEAD AND SILL
MIAMI —DADE COUNTY APROVED
ULLION
ATTACHMENT TO MULLION DETAIL
TYPICAL JAMB SECTIONS
IMPACT RESISTANT WINDOW
1/4" MAX.
SHIM SPACE
TYPICAL ANCHORS
1/4° SMS 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)
Approead En emptying wtA the
FEardztu Id&ng
Date eig° i
NO 01.;fl'I ✓LXIx
[Miami r- : ; hugest
BY
4_ of_ Of
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)384 -9952
Fax:(305)828 -5116
Drown Bv: RF
Sc 04 1'>3
Scale:
Revision:
Revision:
DRAWING N0.
SH08 --06
SHEET
40F6
(SEE DETAILS
C1, C2, C3 AND C4
ON SHEET 3 OF 6)
VERTICAL SECTION
8
115 ;10? (16;
WINDOW WIDTH
(SEE DETAILS
01, D2 AND D3
ON SHEET 4 OF 6)
HORIZONTAL SECTION
VERTICAL SECTION
WITH TOP LOCK
IMPACT RESISTANT WINDOW
Approved as complying with the
Flan.:.
Date ,C I�.
NO
�„
OLOBriLiiitlrix
/
4_o2_oe,
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)384 -9952
Fax:(305)828 -5118
Drown gy RF
Dote: 04 -02 -08
Scale: 1/2•=1'
Revision:
Revision:
DRAWING NO.
SHO8 -02
SHED-
5 OF 6
On'
I----
1.312
2.062 ----1
0.050
--1-- -
0.812
H F- 0.304
0 57 0
0.395 444 I
MATERIAL
0.812 h
2.125
1.760
1_
FRAME HEAD
1.250
It_ I
SW52101
1
FRAME SILL
8063 -T5
GLAZING BEAT
SWW -101
6063 -T6
MEETING RAIL
SW -015
6063 -T5
-,' , FRAME HEAD
SW -014
6063 -T5
FRAME JAMB
--, 0 937 I--
4
1--- 1.625 ---1
,._
2.127
'
0.062
2.314
5
2.000
1
0.050
1.875
SASH
SW
6063
�
0.050
SASH BOTTOM RAIL
6063 -T5
7
SW8202B
2
SASH CAM
NYLON
8
0.812 1--
TOP RAIL
-017
-75
0.68
-1.._.I---
2.078 ----I
FRAME SILL
SW -52101
6063 -15
2.375
- ---- -
FRAME JAMB
SW -011
6063 -75
I--- 1.890 ----I
---I--
0.1870 -1 h
2.750
10
SW8202A
4 /VENT
0
0.062
j---
RAIL
I- 0.592
1.0100
L
--I 0.810
SASH
SW
6063
0.050
LATCH BOTTOM RAIL
0.7119
1•.�, 1324
1--
SIDE RAIL
-012
T5
.
,1,
SASH BOTTON RAIL
PLASTIC KOCETAL K300
SW -43353
*-I 1.000
SASH BOTTOM
SW -43355
6063 -T5
MATERIAL LIST
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
1
SW -014
1
FRAME HEAD
6063-T5
2
SW52101
1
FRAME SILL
8063 -T5
3
SW -011
2
FRAME JAMB
6063 -T5
4
SW40111
1
MEETING RAIL
6063 -T5
5
SW -017
1
SASH TOP RAIL
6063 -T5
6
SW43355
1
SASH BOTTOM RAIL
6063 -T5
7
SW8202B
2
SASH CAM
NYLON
8
SW -012
2
SASH SIDE RAIL
6063 -T5
9
SW -AS
AS REQ
ASSEMBLY SCREWS
# 8X1" PH PHIWP CRS
10
SW8202A
4 /VENT
FACE GUIDES
NYLON
11
SW43353
2/VENT
LATCH BOTTOM RAIL
PLASTIC
12
SW1820
AS RQD
SEAL PILE
FELT
13
SW3257
AS RQD
WEATHER STRIP BULB
VINYL
14
-
AS RQD
SIUCONE
DC- 899/GE -1200
15
SWW1O1
AS ROD
GLAZING BEAD
6063 -T6
16
SW540
2
SPIRAL BALANCE
ALUMINUM
17
SW -667
2/VENT
LATCH
ZINC
18
SW3082
AS RQD
WEATHER STRIP BULB
VINYL
IMPACT RESISTANT WINDOW
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Windows
Manufacturing, Inc.
1746 W. 33rd Place
Hialeah, Flortdo 33012
Ph: (305)384 -9952
Fc:c(305)828 -5118
F
ij
Drown Or RF
Date: 04 -02 -08
Scole: 1/2 " =1'
Revision:
Revision:
DRAWING NO.
SHOE —O3
SHEET
6 OF 6
{
0
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Florida Window Systems, Corp.
7191 NW 77 Terr.
Medley, FL 33166
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.maimidade.aov/buildinacode
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: Outswing Aluminum Casement Window — L.M.L
APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Alum. Outswing Casement Window (L.M.I.)",
sheets 1 through 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by Al- Farooq, Corporation,
signed and sealed by Humayoun Farooq, 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 and renews NOA # 03- 0612.04 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. 08- 0604.01
Expiration Date: September 18, 2013
Approval Date: October 02, 2008
Page 1
r
Florida Window Systems, Corp.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement
Window (L.M.I.) ", dated 05/28/03 with revision B dated 06/20/07, prepared by Al-
Farooq Corporation, signed and sealed by Humayoun Farooq, 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
along with marked -up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E.
(Submitted under previous NOA #03- 0612.04)
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 casement
vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E.
(Submitted under previous NOA #03- 0612.04)
3. 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 marked -up drawings and installation diagram of an aluminum casement
vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
HETI -02 -1230 dated 6 /23/02, signed and sealed by Rafael Droz, P.E.
(Submitted under previous NOA #03- 0612.04)
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 marked -up drawings and installation diagram of an aluminum casement
vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
HETI -02 -1751 dated 12 /3/02, signed and sealed by Rafael Droz, P.E.
(Submitted under previous NOA #03- 0612.04)
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
along with marked -up drawings and installation diagram of an aluminum casement
vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No.
HETI -02 -1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E.
(Submitted under previous NOA #03- 0612.04)
E -1
Manuel P P.E.
Product Control . - miner
NOA No. 08- 0604.01
Expiration Date: September 18, 2013
Approval Date: October 02, 2008
•
•
Florida Window Systems, Corp.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by Al- Farooq Corporation, dated 6/18/07, signed and sealed by Humayoun
Farooq, P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International, Inc. for
their "Glasslam Safety- Plus - Laminated Glass" dated 10/23/03, expiring on
09/09/08.
2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG
Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011.
F. STATEMENTS
1. Statement letter of conformance, dated June 18, 2007, signed and sealed by
Humayoun Farooq, P.E.
2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by
Humayoun Farooq, P.E.
G. OTHER
1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their
Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08.
E -2
Manu PerezAd;
Product Control Exa Iffrrr
NOA No. 08 -0604.01
Expiration Date: September 18, 2013
Approval Date: October 02, 2008
13 1/2" MAX.
HEAD /SILL
SIUCONE
DOW CORNING 995
GE 4000
5" MAX.
HEAD /SILL
CORNERS
'r -i ice-
30 15/16"
D.L. OPG.
35 7/8°
1/8° ANN. GLASS
060" INTERLAYER
GLASSLAM SAFETY -PLUS
f.010" PET FILM
.060" INTERLAYER
GLASSLAM SAFETY -PLUS
1/8° ANN. GLASS
VENT WIDTH
37"
WINDOW WIDTH
SINGLE VENT WDW,
z
m
(n
1!
SIUCONE
DOW CORNING 995
GE 4000
[7732
GLASS TYPE 'Al'
1 ANCHOR REQD.
AT EACH SIDE OF IMPOST
SURFACE APPUED
FALSE MUNTINS
OPTIONAL
13 1/2° MAX.
HEAD /SILL
WINDOW HEIGH
5° MAX.
HEAD /SILL
CORNERS
N
rel
30 15/16"
D.L. OPG.
35 7/8°
VENT WIDTH
30 15/16°
O.L. OPG.
35 7/8°
SIUCONE
TREMCO TREMGLAZE S -500
1/8" ANN. GLASS
.090" INTERLAYER
SAFLEX /KEEPSAFE MAXIMUM
1/8° ANN. GLASS
SIUCONE
TREMCO TREMGLAZE S -500
z
GLASS TYPE 'A2'
GLAZING OPTIONS
74"
WINDOW WIDTH
DUAL VENT wow,
VENT WIDTH
SIUCONE
DOW CORNING 995
GE 4000
1/8° HEAT STREN'D. GLASS
.060" INTERLAYER
GLASSLAM SAFETY -PLUS
.010° PET FILM
060° INTERLAYER
GLASSLAM SAFETY -PLUS
1/8° HEAT STREN'D. GLASS
SIUCONE
DOW CORNING 995
GE 4000
GLASS TYPE 'B1'
g
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
ALUMINUM OUTSWING CASEMENT WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS
WITH X AND XX CONFIGURATIONS.
ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (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 IN ALLOWABLE STRESS 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 2004 FLORIDA BLDG. CODE SECTION 2003.8.4.
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
nA. PE if 16557
C.A.N..535
PRODUCT USED
is eareplyhtswitheerkStlif
Belding Cede
Acceptslee No
s Bate
tip
V
3'
0
0
IJ
W
NW
0
2
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W
3g
Q CO
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EL
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FAX (305) 805 -9424
co
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drawing no.
W03 -36
sheet 1 of 6
�1-I
11 /
I /
i
// U pp
—
O
\M
\
11
II
u
l
\ \I
- I I \ — -
II \
\
,,I,f /
II /
I /
- -- -I V - --
D.L OPG.
-
/
/
\
\
\
_
/
,/
N
1
\\ II
\
1
/M
/ H
1I
5° MAX.
HEAD /SILL
CORNERS
N
rel
30 15/16"
D.L. OPG.
35 7/8°
VENT WIDTH
30 15/16°
O.L. OPG.
35 7/8°
SIUCONE
TREMCO TREMGLAZE S -500
1/8" ANN. GLASS
.090" INTERLAYER
SAFLEX /KEEPSAFE MAXIMUM
1/8° ANN. GLASS
SIUCONE
TREMCO TREMGLAZE S -500
z
GLASS TYPE 'A2'
GLAZING OPTIONS
74"
WINDOW WIDTH
DUAL VENT wow,
VENT WIDTH
SIUCONE
DOW CORNING 995
GE 4000
1/8° HEAT STREN'D. GLASS
.060" INTERLAYER
GLASSLAM SAFETY -PLUS
.010° PET FILM
060° INTERLAYER
GLASSLAM SAFETY -PLUS
1/8° HEAT STREN'D. GLASS
SIUCONE
DOW CORNING 995
GE 4000
GLASS TYPE 'B1'
g
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
ALUMINUM OUTSWING CASEMENT WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS
WITH X AND XX CONFIGURATIONS.
ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (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 IN ALLOWABLE STRESS 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 2004 FLORIDA BLDG. CODE SECTION 2003.8.4.
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
nA. PE if 16557
C.A.N..535
PRODUCT USED
is eareplyhtswitheerkStlif
Belding Cede
Acceptslee No
s Bate
tip
V
3'
0
0
IJ
W
NW
0
2
g
W
3g
Q CO
o CO
zr7
N
z
O Z;
°'
EL
A1
FAX (305) 805 -9424
co
in
0 �
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5
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5
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5
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drawing no.
W03 -36
sheet 1 of 6
DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES
WINDOW DIMS.
GLASS TYPES 'AI' .& 'A2'
GLASS TYPE 'B1'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
19 -1/8"
26 -1/2"
37•
26'
(3)
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
19 -1/8"
26 -1/2"
37"
38 -3/8"
(4)
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
19 -1/8"
26-1/2"
37"
50 -5/8°
(5)
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
19 -1/8'
26 -1/2°
37'
63"
(5)
45.5
45.5
75.0
80.0
34.0
34.0
75.0
80.0
-
-
75.0
80.0
19 -1/8'
26 -1/2°
74 -1/4°
(6)
27.5
27.5
75.0
80.0
-
-
66.8
66.8
18°
24"
30'
36"
24"
(3)
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
18"
24"
30"
36"
36"
(3)
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0.
55.0
75.0
80.0
18"
24'
30"
36°
48"
(4)
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
55.0
55.0
75.0
80.0
18°
24"
30"
36"
60"
(5)
55.0
55.0
75.0
80.0
43.2
43.2
75.0
80.0
35.9
35.9
75.0
80.0
-
-
75.0
80.0
18"
24"
30"
72"
(6)
32.0
32.0
75.0
80.0
24.5
24.5
75.0
80.0
-
-
66.0
66.0
() = NO. OF ANCHORS PER JAMB
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC- 219
DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES
WINDOW DIMS.
UNREINFORCED CENTER POST
REINFORCED CENTER POST
GLASS TYPES 'Al' & 'A2'
GLASS TYPE 'B I'
GLASS TYPE 'B1'
WIDTH
HEIGHT
EXT. ( +)
1NT. ( -)
EXT. ( +)
1NT. ( -)
Er. ( +)
1NT. ( -)
26 -1/2°
37'
53 -1/8"
74"
26"
(3)
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
26 -1/2"
37°
53 -1/8°
74"
38-3/8"
(4)
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
26 -1/2"
37"
53 -1/8°
74"
50 -5 /8"
(5)
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
65.7
65.7
75.0
80.0
26 -1/2"
37'
53 -1/8"
74'
63"
(5)
55.0
55.0
75.0
80.0
75.0
80.0
47.0
47.0
75.0
80.0
75.0
80.0
34.0
34.0
68.4
68.4
75.0
80.0
-
-
52.8
52.8
75.0
80.0
26-1/2"
37"
53 -1/8"
74 -1/4°
(6)
39.2
39.2
75.0
79.0
75.0
80.0
28.4
28.4
57.2
57.2
75.0
80.0
-
-
40.9
40.9
66.7
66.7
24"
36°
48'
60"
72"
24"
(3)
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
24"
36"
48"
60"
72"
36"
(3)
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
24"
36"
48"
60"
72"
48"
(4)
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
71.2
71.2
75.0
80.0
24"
36"
48'
60"
72"
6g '
()
55.0
55.0
75.0
80.0
75.0
80.0
55.0
55.0
75.0
80.0
75.0
80.0
43.2
43.2
75.0
80.0
75.0
80.0
35.9
35.9
68.4
68.4
75.0
80.0
-
-
57.0
57.0
75.0
80.0
24"
36°
48'
60"
72"
(6)
47.4
47.4
75.0
80.0
75.0
80.0
32.0
32.0
64.5
64.5
75.0
80.0
24.5
24.5
49.3
49.3
75.0
80.0
-
-
40.5
40.5
66.0
66.0
() m NO. OF ANCHORS PER JAMB
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
F1A PE # 16557
CAN. 3538
!"ROIDLJC ' REUSED
ascm i,:, :,;,,; with
IssZ Cade
inV N®
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drawing no.
W03 -36
(sheet 2 of 6
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
• 0
x z
8
z
1BY
•WOOD BUCK
0
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11
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• x
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v.
v.
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TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
7
N
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
MIAMI —DADE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS _
SEE ELEV. FOR SPACING
s 1
WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" TAPCONS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
3/16" TEKS OR SELF DRILLING SCREWS
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
110 SMS OR SELF DRIWNG SCREW$
INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .090")
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 1 -1 /4° MIN.
INTO WOOD STRUCTURE = 3/4° MIN.
INTO METAL STRUCTURE = 3/4° MIN.
SEALANTS:
ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS
SEALED WITH CLEAR /ALUMINUM COLORED SEALANT.
Engr. DR. HUMAYOUN
UCTURES FAROOQ
FLA. PE / 157
CAN. 353 d
DUCT DEVISED
e9 comp$i g with annul*
Aomecmo
Datee
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drawing no.
W03 -36
(sheet 3 of 6
3/16° MAX.
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/2" X 5/8" X 2" LONG
ALUM BARS. 2/ VENT
AT 6° FROM TOP & BOTTOM
FASTENED W/ (2) #8 X 1" FH SMS
-v m
1/4° MAX.
MIAMI —DADE COUNTY
SHIM APPR,D MULLION
SEE SEPARATE NOA
1BY
'WOOD BUCKS
SCREEN OPT.
08 80,81=8
METAL
STRUCTURE
EXTERIOR
D.L OPG.
WINDOW WIDTH
SINGLE VENT WINDOWS
1/2" X 5/8° X 2" LONG
ALUM BARS. 2/ VENT
AT 6' FROM TOP & BOTTOM
FASTENED W/ (2) #8 X 1' FH SMS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
STEEL REINFORCING
SEE SHEET 2 FOR CAPACITIES
(STEEL TO BE PAINTED WITH A HEAVY BODIED
BITUMINOUS PAINT OR BE GALVANIZED)
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
WINDOW WIDTH
WINDOW WIDTH
'TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
DUAL VENT WINDOWS
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA PE # 16557
C.A.N. 3538
DUCT WitVifEil
eifeWay
tlil5.:anNaszc ea• R:.
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drawing no.
W03 -36
sheet 4of 6
FRAME
VENT
4.000
4.626
IMPOST
.621
GLAZING BEAD
.830 l
[090
J
1.720
J
REINFORCING CHANNEL
36 KSI STEEL
ITEM
PART iP
QUANTITY
DESCRIPTION
MATERIAL.
MANF. /SUPPLIER /REMARKS
1
FWS -009
4
FRAME
6063 —T6
—
2
FWS -011
4
VENT
6063 —T6
—
3
FWS -010
1
CENTER POST
6063 —T6
—
4
FWG -008
AS REQD.
GLAZING BEAD
6063 —T5
—
5
—
AS REQD.
FRAME ASSEMBLY SCREWS
ST. STEEL
#10 X 3/4" PH SMS
6
—
AS REQD.
VENT ASSEMBLY SCREWS
ST. STEEL
#10 X 1 -1/2" PH SMS
7
E102
AS REQD.
FRAME WEATHERSTRIPPING (.078 X .300)
VINYL
ULTRAFAB
8
E206
AS READ.
VENT WEATHERSTRIPPING (.187 X .350)
VINYL
ULTRAFAB
9
34,12,00,100
2/ VENT
4 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH, ATTACHED W/ (6) /8 X 3/8' SS SMS
10
30066
2/ VENT
LEVER TYPE FACE MOUNT LOCK
STEEL
TRUTH, AT 12' FROM TOP AND BOTTOM
11
21087
2/ VENT
LOCK KEEPERS, AT FRAME JAMB FACING LOCK
STEEL
ATTACHED W/ (2) #10 X 3/8° S5 SMS
12
40066
1
ROTO OPERATOR
STEEL
TRUTH, ATTACHED W/ (4) #8 X 3/8" SS SMS
13
—
—
.057 THICK CORNER KEY
ST. STEEL
1 -1/2" X 1 -1/2" X 1/2"
14
—
2/ LOCK
LOCK INSTALLATION SCREWS
—
#12 X 1/2° PH SMS
15
—
AS READ.
CENTER POST REINFORCING
STEEL
—
Engr. DR. HHUUMA E CTURES
N FAR
FLA. PE_1 _8557
CAN. 3538
PRODUCT REVISED
as comply* with tax Floc
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drowing no.
W03 -36
(sheet 5 of 6 )
•
•
•
•
IMPOST CORNER
VENT CORNER
FRAME CORNER
ALL FRAME AND VENT CORNERS TO BE
SEALED WITH WHITE /ALUM COLORED SEALANT.
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE 16557
C.A.N. 3538
PRODUCE REVISED
xararpty°. 273 wlar°a Itte
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drawing no.
W03 -36
(sheet 6 of 6
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA
Sunshine Windows Manufacturing, Inc.
1745 W. 33n1 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.eov/buiidinecode
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 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, prepared by manufacturer,
signed and sealed by Francisco Hernandez, 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 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 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. 08- 0107.08
Expiration Date: April 10, 2013
Approval Date: April 10, 2008
Page 1
•
•
•
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. 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, 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.
2. Test reports an: 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.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and
sealed by Francisco Hernandez, P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & CO., Inc.
for "DuPont Butacite PVB. Interlayer." dated January 05, 2006, expiring on
December 11, 2010.
E -1
Manuel Pe .E.
Product Control i i er
NOA No. 0: .08
Expiration Date: April 10, 2013
Approval Date: April 10, 2008
Sunshine Windows Manufacturing, Inc.
• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, dated December 15, 2007, signed and sealed by
Francisco Hernandez, P.E.
2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed
by Francisco Hernandez, P.E.
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.
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.
G. OTHER
1. None
•
E -2
Manuel Per
Product Control E r
NOA No. 08-0107.08
Expiration Date: April 10, 2013
Approval Date: Apr1110, 2008
3 1/8"
MAX. y.10
WINDOW HEIGHT
II
c0
IMPACT
GLASS
MAX.
IMPACT
GLASS
j 3 1/8"
I' MAX.
WINDOW WIDTH
TYPICAL ELEVATION (XO)
00
{E)
10 "l
MAX.
GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW.
1.- CONFIGURATIONS OX AND X0
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331.
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004
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.
6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
IMPACT RESISTANT WINDOW
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
Approved as complying withthe
Florida �,.�= Code
Dale 117 ./.8
NOA4 .08
Miami Dad c . ' t Control
By
3- 1`i -08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
DESIGN PRESSURE CHART - PSF
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (XO)
HEAT STRENGTHENED LAMINATED IMPACT
RESISTANT GLASS
WINDOW
DIMENSION
ANCHOR
SCHEDULE
HURRICANE PROCTECTION
IS NOT REQUIRED
WIDTH
HEIGHT
pER
HEAD &
pER
Aye 8
13/4" SILL
3" SILL
Er.
INT.
EXT.
INT.
STANDARD SIZES
28 1/2"
37"
53 1/8"
74"
26"
3
SHEET
53.33
120.00
80.00
120.00
4
53.33
120.00
80.00
120.00
6
3
53.33
119.30
80.00
119.3
8
53.33
90.0
80.00
90.00
26 1/2"
37"
53 1/8"
74"
s
3/8
3
5
53.33
120.0
80.00
120.00
4
53.33
120.0
80.00
120.00
6
53.33
95.50
80.00
95.50
8
53.33
78.90
78.90
78.90
37"
53 1/8'
74"
50 5/8"
4
6
53.33
104.70
80.00
104.70
6
53.33
88.40
80.00
88.40 i
8
53.33
67.30
67.30
67.30 1
37"
53 1/8'
74"
83"
4
7
53.33
88.20
80.00
88.20
6
53.33
75.00
75.00
75.00
8
53.33
62.00
62.00
62.00
MODULAR SIZES
24"
38"
48"
80'
72"
24"
3
3
53.33
120.0
80.00
120.0
4
53.33
120.0
80.00
120.0
5
53.33
120,0
80.00
120.0
6
53.33
120.00
80.00
120.0
7
53.33
90.00
80,00
90.00
24"
38"
48"
80'
72"
38"
3
4
53.33
120.00
80.00
120.0
4
53.33
120.00
80.00
120.0
5
53.33
120.00
80.00
120.0
6
53.33
99.90
80.00
99.90
7
53.33
88.60
80.00
88.60
38"
48"
60"
72"
48"
4
5
53.33
100.40
80.00
100.40
5
53.33
93.90
80.00
93.90
6
53.33
87.00
80.00
87.00
7
53.33
74.30
74.30
74.30
38"
48"
80'
72"
4
53.33
90.00
80.00
90.00
5
53.33
87.00
80.0
87.00
80"
6
7
53.33
83.40
80.0
83.40
7
53.33
67.80
67.80
67.80
3 1/8"
MAX. y.10
WINDOW HEIGHT
II
c0
IMPACT
GLASS
MAX.
IMPACT
GLASS
j 3 1/8"
I' MAX.
WINDOW WIDTH
TYPICAL ELEVATION (XO)
00
{E)
10 "l
MAX.
GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW.
1.- CONFIGURATIONS OX AND X0
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331.
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004
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.
6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
IMPACT RESISTANT WINDOW
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
Approved as complying withthe
Florida �,.�= Code
Dale 117 ./.8
NOA4 .08
Miami Dad c . ' t Control
By
3- 1`i -08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
...............
...............
Sunshine Windo
Manufacturing, In) .
1745 W. 33rd Place
Hialeah, Florida 3.#012
Ph: (305)384 -9952
Fa:c(305)828 -5118
HORIZONTAL SLIDING WINDOW (XO)
IMPACT RESISTANT GLASS
Drown
Bv: R F
Date:
03 -14 -08
Scale
1-
Revialon:
Revision:
DRAWING NO.
• HS08 -01
SHEET
1 0 F 7
1
3 1 /8" 7"
' �-
••
MAX.
J
' MAX.
DESIGN PRESSURE CHART - PSF
WINDOW HEIGHT _
�
, 1
IMPACT
GLASS
IMPACT
GLASS
; "
; F
/,
.
4
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (XO)
Sunshine Windows
Manufacturing, Inc.
nos W. 33rd Place
Hialeah. Florida 33012
Ph: (305)384 -9952
Rec(305)828 -5118
{ Ci
/
� '
{ p
/1; i
•,n . --
/a }
HEAT STRENGTHENED LAMINATED IMPACT
RESISTANT GLASS
WINDOW
DIMENSION
ANCHOR
SCHEDULE
HURRICANE PROCTECTION
IS NOT REQUIRED
)
�E 1
FALSE MUNTINS APPLIED)
WIDTH
HEIGHT
PER
HEAD &
SILL
PER
JAMB
13/4" SILL
3" SILL
EXT.
INT.
EXT.
INT.
M
�n
1
STANDARD I
74"
38 3/8"
11
6
53.33
90.00
80.00
90.00
(SURFACE
MAY BE USED
74"
50 s /8"
11
8
53.33
90.00
80.00
90.00
i
37"
83`
6
9
53.33
90.00
80.00
90.00
3 " '
7"
531/8"
8
53.33
90.00
80.00
90.00
.
MAX.
MAX.
74"
11
53.33
85.20
80.00
85.20
WINDOW WIDTH
VIN
dT G1
AO
X
72"
48"
11
7
53.33
90.00
80.00
90.00
48"
60"
7
9
53.33
90.00
80.00
90.00
TYPICAL ELEVATION (X0)
1* cfl
V1 t.a F
il F V
W g
V�
C
:i
60"
9
53.33
90.00
80.00
90.00
72"
11
53.33
90.00
80.00
90.00
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.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331.
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004
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.
6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
Approved as complying with the
Florida ' ' ding Code
.
�" I ,,,Ag
NQA# 0 ; + d ,
Mind Dade Product Control
• • ,
Ey Li
3 -16 -0$
FRANCISCO R 6ANDE
Drown, ev R F
Date: 03 -14-08
I MUM- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
scale 1- 2" 1
Revision:
IMPACT RESISTANT WINDOW
Revision:
DRAWING NO.
HS08 --01
SHEET
2 of
WINDOW HEIGHT
E�
20
VERTICAL SECTION
HORIZONTAL SECTION
VERTICAL SECTION
WITH SILL RISER
IMPACT RESISTANT WINDOW
Approved es complying with the
F9osi Code
Dare J !D
NOM ; -•" .qg
Miami Dade Prod Control
0
By
*...to-oS
FRANCISCO I-IERNANDEZ
FLORIDA PE # 51393
................
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Ploca
Hialeah, Florida 33012
Ph: (305)364 -9952
Fax: (305)826-5116
HORIZONTAL SLIDING WINDOW (XO)
IMPACT RESISTANT GLASS
Drawn
e„: R F
Date:
03 -14-08
gems:
1 /2 "==1'
Revision:
Revision:
DRAWING NO.
HS08 -01
SHEET
30F7
MATERIAL LIST MATERIAL LIST
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
1
SW -019
1
FRAME HEAD
6063 -T5
13
SW -016
1
MOVING SIDE RAIL
6063 -T5
2
SW -019
1
FRAME SILL
6063 -T5
14
SW3257
AS RQD
WEATHER STRIP BULB
VINYL
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)364 -9952
Farc(305)828 -5118
3
SWxxx21
1
INSERT TRACK
6063 -T5
15
SW -667
AS RQD
LATCH
ZINC
5
SW -012
2
SLIDER TOP /BOTTOM RAIL
6063 -T5
16
SW -S10
2 /SILL
RETICULATED FILTER
FOAM
6
SW3019
AS RQD
FIN SEAL PILE
FELT
17
SW40771
1
SILL RISER
6063 -T5
8
SW321W
2
WHEEL
BRASS
18
SW -014
1
JAMB TO FIXED PANEL
6083 -T5
O
C
(/)
9
SW -017
1
MOVING MEETING RAIL
6063 -T5
19
-
AS RQD
SILICONE
PEC. -895 OR SIMILAR
10
SW40111
1
FIXED MEETING RAIL
6063 -T5
20
SW -101
AS RQD
IMPACT GLAZING BEAD
6063 -T6
11
SW -AS
AS RQD
ASSEMBLY SCREWS
# 8 X 1" SMS.
21
SW -STL
1
3/8" X 3/4" FLAT BAR
STEEL
12
SW -013
1
JAMB TO MOVING PANEL
6063 -T5
22
SW -AS
4
ASSEMBLY SCREWS
# 8 X 2 1/2" SMS.
0.812
1.625 ----)
394
N
T0.0 5 0
2.125
1
1.875
�Li _F
0.050
RAIL
1.250
0.6137
r
I 0.062
1....
1.750
1.250
1.437
0.398
V
0.812—
GLAZING BEAD
SW-018 T5
63
1.312
V c_,
FIXED MEETING RAIL
SW -40111
6063 -T5
MOVING MEETING
SW -017
8063 -T5
FRAME
JAMB TO FIXED PANEL
SW -014
6063 -T5
2.077 ---I
JAMB TO MOVING PANEL
SW -013
6063 -T5
I�
1.00
V1 E"I
U
i
Q
W Q
C!
►F'Cli
0.078
Approved as complying with thej
Florida ., oil . ' , Code
Data • ' 0 /,'
0.062
1.8750
t
0.592
1.750
2.7
1.5090
3.062
1
0.050
0.750
-�
SILL
_TLI
-d 0 810 �--
SUDER TOP AND BOTTOM RAIL
SW -012
6063 -T5
--0-I 1.0000
1-.-
2.00
INSERT TRACK
SW -xxx21
6083 -T5
NOA# 0 Mr'15k,..:
FRAME
HEAD AND
SW -019
6063 -T5
MOVING SIDE RAIL
SW -016
6063 -T5
SILL RISER
SW -40771
6063 -T5
Miami Dade .. , .- carol
Dead =.
By �/: • '-
1
IMPACT RESISTANT WINDOW
Dawn w: RF
Date: 03 -14 -08
sage: 1/2"=1'
Revision:
Rwtaton:
''L°6t
4,,ii,o8
ORIDAC PE # 51 93
DRAWING 140.
HS08 -01
SHEET
4 OF 7
TYPICAL ANCHORS TYPICAL ANCHORS
2 1/2" MIN. 2 1/2" MIN. 1 1/2" MIN. PENETRATION INTO WOOD.
..
1 4" TAPCONS 1 1 4" MIN. EMBEDMENT 1/4" SMS
/ / INTO MASONRY THROUGH 1" BY WOOD BUCK
INTO MASONRY THROUGH 1" BY WOOD BUCK + (FOR MAX. ANCHOR SPACING AND NUMBER
:•
a
a ' • a
° * "' a'•• E a
h °
a °..
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
_
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
Sunshine Windows
Manufacturing, Inc.
1ii0l 5 .133rd Place 33012
Rh: (308)384 -9982
Fa x:(305)828-5118
�;• ,.. F.�
. ,,,•;..
.1 ti• • •
.
2 BY WOOD BUCK
1
;.
/ —iii
Jim
el. 35 .:-...-6
)lam
W
N
s
)
t
I
1
r
DETAIL A
ATTACHMENT TO MASONRY
DETAIL B
ATTACHMENT TO WOOD
TYPICAL ANCHORS
1/4" SMS. THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
Q+
►L SLIDING W1NDOV
i!
0
Approved as complying with the
Florida : , + Code,
Date r -i 10 r i..
Et)
°Llil 4t
CI) a
0
H
��
_
t
���
i f
i
1 1
NOA# • ;..:ria -..';
Miami Pr, ■ . Control
By r1L_.- _ ! ;-
dr
1
111,17. /
3 —m_o8
ORIDACDPE HERNANDEZ
# 51393
DETAIL C
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL OR ALUM. 1/8" MIN. THICKNESS)
TYPICAL HEAD SECTIONS
Drown Dv: R F
Date: 03 -14 -08
Scale: 1— 22"=1
Revt5Ion:
Revision:
DRAWING N0.
HS08 -01
IMPACT RESISTANT WINDOW
SHEET
5 OF 7
•
d' A
2 1/2" MIN.
TYPICAL ANCHORS
2 1/2" MIN.
-1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL D
ATTACHMENT TO PRE -CAST SILL
TYPICAL ANCHORS
2" BY WOOD BUCK
1/4" SMS 1 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 E
3/4" MAX. NON — SHRINK GROUT
OR 1' BY WOOD BUCK
•
4
TYPICAL ANCHORS
1/4" 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)
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL G
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM. 1/8" MIN. THICKNESS)
TYPICAL SILL SECTIONS
IMPACT RESISTANT WINDOW
Approved as complying with the
Florida u' din,, Opd_
Date �,� Z
NOAH • i
'Natal Dade .
Di • •
By
—16. -00
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
El
• •
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)364 -9952
Fax:(305)828 -5118
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (XO)
IMPACT RESISTANT GLASS
Drawn Br. RF
Dote: 03 -14-08
snobs: 1/2"=1°
Revision:
Wean:
n:
DRAWING NO.
HS08 -01
SHEET
6OF7
1 /4" MAX.
SHIM SPACE
II4MIN.
-_ ,,,. 11;; ;J;uu:;;;::: ; ;r,:t-
.71M.'-'511.1 f 1
00
1 1 /4"
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
OR NON SHRINK NON METALLIC GROUT
• a (FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL H
ATTACHMENT 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
ULUON
ATTACHMENT TO MULLIONS DETAIL
2" BY WOOD BUCK
TYPICAL ANCHORS
1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL I
ATTACHMENT TO WOOD DETAIL
GLAZING DETAIL
0.090" DUPONT BUTACITE PVB
OR SIMILAR
1/8" HEAT 1/8" HEAT
STRENGTHENED STRENGTHENED
3/8" GLASS BITE
(TIPICAL)
31 10 4411110
SIUCONE PECORA 895
OR SIMILAR
GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES 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
TYPICAL JAMB SECTIONS
IMPACT RESISTANT WINDOW
1/4" MAX.
SHIM SPACE
TYPICAL ANCHORS
1/4" SMS. 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. 1/8° MIN, THICKNESS)
Approved as complying with the
Florida : , ..Cpl
Date ' ` 0 Pty
NO. # 49
Miaini Dade Product Control
Div' .
By
14--0,6+
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
1PM
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)384 -9952
Fmc(305)828 -5118
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (XO)
IMPACT RESISTANT GLASS
Drawn Bv: RF
Dote: 03 -14 -08
Seale: 1/2 " =1'
RevWen:
Revision:
DRAWING NO.
HS08 -01
SHEET
70F7
r
•
MIA M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DARE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Sunshine Windows Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 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 (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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series 2001 Aluminum French Door Impact Resistant.
APPROVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact
Resistant ", sheets 1 through 3 of 3, prepared by the manufacturer, dated 04/02/08 with no revisions signed and
sealed by Francisco Hernandez, 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
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 renews NOA # 02- 1104.03 consists of this page 1, evidence page 1, as well as approval document
mentioned above.
The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E.
NOA No 08-0417.05
Expiration Date: May 08, 2013
Approval Date: May 22, 2008
Page 1
MIAMI -DADE COUNTY
APPROVED
Dy1y7/p°
•
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. FD08 -01, titled "Series 2001 Aluminum French Door Impact
Resistance ", sheets 1 through 3of 3, prepared by the manufacturer, dated 04 /02/08
with no revision, signed and sealed by Francisco Hernandez, P.E.
B. TESTS ( Submitted Under NOA # 2- 1104.03)
1. 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) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
Along with marked -up drawings and installation diagram of an aluminum
swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. 3399, dated 07/24/02, signed and sealed by Late Gilbert Diamond,
P.E., reviewed by J. O. Chan, P. E.
• C. CALCULATIONS
1. Anchor Calculations and structural analysis, prepared by Francisco Hernandez,
PE, dated 03/31/08 signed and sealed by F. Hernandez, P.E.
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for
"Saflex III G clear and colored interlayer", expiring on 05/21/11
2. . Die drawings prepared by Alcan ExtrusionsAWC -36, 37, 38, 39, 47 & 57, dated
2003.
E. STATEMENTS
1. No Interest Letter signed and sealed by Francisco Hernandez, PE. on April 02,
2008,
2. Code Compliance letter signed and sealed by Francisco Hernandez PE, on April
02,2008
3. Test Compliance letter issued by Fenestration Testing Laboratory, Inc on
08/16/02 signed and sealed by J. Chan, PE.(Submitted Under NOA# 02- 1104.03)
F. OTHER
1. NOA # 02- 1104.03
E -1
Mohammed Iqbal Shaikh. P.E.
Senior Building Code Compliance Specialist
NOA No. 08- 0417.05
Expiration Date: May 08, 2008
Approval Date: May 22, 2003
DOOR HEIGHT
FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #1 AND
DESIGN PRESSURES CHART OF THIS SHEET. FOR DETAILS SEE
SECTIONS SHOWN ON SHEETS 2 OF 3 AND 3 OF 3.
50 10"
MAX.
37" MAX.
DOOR WIDTH
r".1 X
DOOR
LEAF
WIDTH
(NOMINAL)
DOOR
LEAF
ANCHORS
PER HEAD
AND SILL
DOOR
HEIGHT
(NOMINAL)
DOOR
LEAF
ANCHORS
PER JAMB
I1
NEG.
3' -0"
1
1
8
70.0
26
1/8"
3
MAX.
—
DAYLIGHT
//
3' -0"
co
M
co
E
7
_
0/
c.-c-
II
1
I
I
I
70.0
26 1/8"
_
37" MAX.
DOOR WIDTH
r".1 X
MAX MAX.
ELEVATIONS
MAX.
72" MAX.
DOOR WIDTH
5"
AX
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
DESIGN PRESSURES CHART- PSF
DOOR
LEAF
WIDTH
(NOMINAL)
DOOR
LEAF
ANCHORS
PER HEAD
AND SILL
DOOR
HEIGHT
(NOMINAL)
DOOR
LEAF
ANCHORS
PER JAMB
POS.
NEG.
3' -0"
4
8' -0"
8
70.0
70.0
2' -6"
3
-
70.0
70.0
3' -0"
4
6' -8"
7
70.0
1
l
_
f
26
1/8"
70.0
26 1/8"
_
MAX. DAYLIGHT
MAX. DAYLIGHT
/
a20
rn c STRIKE
O PLATES
/
co
J
1..._.
•
N
N
-N.
t
0
MAX MAX.
ELEVATIONS
MAX.
72" MAX.
DOOR WIDTH
5"
AX
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
DESIGN PRESSURES CHART- PSF
DOOR
LEAF
WIDTH
(NOMINAL)
DOOR
LEAF
ANCHORS
PER HEAD
AND SILL
DOOR
HEIGHT
(NOMINAL)
DOOR
LEAF
ANCHORS
PER JAMB
POS.
NEG.
3' -0"
4
8' -0"
8
70.0
70.0
2' -6"
3
-
70.0
70.0
3' -0"
4
6' -8"
7
70.0
70.0
—
2' -6"
-
3
70.0
70.0
NOTES:
1. ANCHOR OPTIONS AND NUMBER OF ANCHORS:
1/4" ELCO TAPCONS WITH 1 1/2" MIN. EMBEDMENT INTO
CONCRETE BLOCK OR #14 S.M.S. WITH 1 1/2" MIN. EMBEDMENT
INTO 28Y. WOOD BUCK OR #14 S.M.S. X 1 1/2" IN METAL
FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO
DESIGN PRESSURES CHART.
2. FLUSH BOLTS.
ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO
ACHIEVE DESIGN PRESSURES SHOWN ABOVE.
3. GLAZING.
5/16" OVERALL LAMINATED GLASS MADE OF TWO LITES OF 1/8"
HEAT STRENGTHENED GLASS WITH A 0.090" INNER LAYER FILM SAFLEX-
KEEPSAFE BY SOLUTIA INC. GLAZING PENETRATION 0.533 ".
4. COLONIAL MUNTINS CAN BE APPLIED.
5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH
(2) #10 X 1" PAN HEAD SHEET METAL SCREWS.
6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE
PLATES, FLUSH BOLTS, FRAME, PANEL, ETC.
7. REFERENCE TEST REPORT FFL -3399.
8. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004
FLORIDA BUILDING CODE.
f ®(
PROI7T], a R.1?R'k?t'1'!s
t ur
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dAcc,r,ti•ri ' No Qg"' OW es • Evsairr Dr.to
4 -2 -0g
FRANCISCO HERNANDEZ
FL. PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Plate
Hialeah, Florida 33012
Ph: (305)364 -9952
Fox:(305)828 -5118
Drawn By: RF
Date: 04/02/08
fib: NTS
Revision:
Revision:
DRAWING NO.
FD08 -01
SHEET
1 OF 3
v
va
•p
va
ANCHORS @6° FROM CORNERS AND THE REST
@12° O.C. MAX. FOR ANCHOR OPTIONS AND
NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN
PRESSURE CHART ON SHEET 1 OF 3.
(TYPICAL FOR DOOR JAMBS)
1BY OR 2BY WOOD BUCK BY OTHERS
SHALL WITHSTAND ALL GLAZING SYSTEM
LOADS (TYPICAL FOR ALL WOOD BUCKS)
ANCHORS ®6° FROM CORNERS AND THE REST
4/112" O.C. MAX. FOR ANCHOR OPTIONS AND
NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN
OPRESSURE CHART ON SHEET 1 OF 3.
4 (TYPICAL FOR DOOR JAMBS)
0
4S_.'
HORIZONTAL SECTIONS
CMU WALL
GLAZING DETAIL
0.090° SAFLEX— KEEPSAFE BY SOLUTIA
1/8° HEAT 1/8° HEAT
STRENGTHENED STRENGTHENED
1/2° GLASS BITE
(MINIMUM)
PERIMETER TRIM
(OPTIONAL)
SILICONE
W CORNING 995/
PECORA 895
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)384 -9952
Fa(305)828 -5118
SERIES 2001 AL
o aE
o
z
w
Drown ey: RF
Date: 04 -0 —08
Scale: 1/2"=1'
Revhdom.
Revlaion:
DRAWING NO.
FD08 -01
SHEET
2 OF 3
PROOJC:' R.Z.7...1'w:_I`
as f i q with ti;, :7ioric14
endt'.
Ateeptc;sse No 0 ; - 0 I}./
Expiration x,, - irit
BY
hitiamiENdefthutamtmd
Division
a
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IF IIP'l
4- 2_03
FRANCISCO H ERNNW EZ
FL. PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)384 -9952
Fa(305)828 -5118
SERIES 2001 AL
o aE
o
z
w
Drown ey: RF
Date: 04 -0 —08
Scale: 1/2"=1'
Revhdom.
Revlaion:
DRAWING NO.
FD08 -01
SHEET
2 OF 3
1BY OR 28Y WOOD BUCK BY OTHERS
SHILL WITHSTAND ALL GLAZING SYSTEM
LOADS (TYPICAL FOR ALL WOOD BUCKS)
a • `$ Qai.
•
C •
V
IMPACT GLASS: SEE NOTE #3
ON SHEET 1 OF 3 AND GLAZING
DETAIL SHOWN IN SHEET 2 OF 3.
STRUCTURAL SILICONE DOW CORNING
OR SIMILAR
ANCHORS 05" FROM CORNERS AND THE REST
010" 0.C. MAX. FOR ANCHOR OPTIONS AND
NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN
PRESSURE CHART ON SHEET 1 OF 3.
(TYPICAL FOR HEAD AND SILL)
VERTICAL SECTION
MATERIAL LIST
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
1
SW -38
1
FRENCH DOOR HEAD
6063 —T6
2
SW -39
4
FRENCH DOOR TOP AND BOTTOM RAIL
6063 —T6
3
SW -36
4
FRENCH DOOR VERTICAL STILE
6063 —T6
4
SW -37
2
FRENCH DOOR JAMB
6063 —T6
5
SW -40928
(4 ") 1 PER ANCHOR
FLAT FILL COVER
6063 —T5
6
SW -40
1
FRENCH DOOR SILL (MILL FINISH)
6063 —T6
7
SW -47
1
FRENCH DOOR ADAPTER
6063 —T5
8
SW -3332
AS REQ'D
FIN PILE WEATHER STRIP (VYNIL BULB)
POLYPROPYLENE
9
SW -57
3 PER LEAF
8" BUTT HINGE
6063 T5
10
SILICONE
AS REQD
DOW CORNING 995/PECORA 895
SILICONE
11
SW —L1
1
LOCK (LATCH)
METAL
12
SW —L2
1
YALE NEW TRADITIONS' 800 SERIES DEAD BOLT
LOCK, KEY OPERATED ON THE EXTERIOR AND
THUMB TURN ON THE INTERIOR
METAL
13
SW—F8
2 PER LEAF
SERIES 2510 CONCEALED FLUSH BOLT BY REGENT
METAL
14
SCREWS
AS —REQ'D
# 10 X 1"
SMS
15
SCREWS
AS —REQD
# 10 X 1 1/2"
SMS
16
SW -30
AS —REQD
APPLIED PERIMETER TRIM
6063 —T5
17
SCREWS
AS —REQ'D
# 8 X 1 /2"
SMS
18
SW —H
1
SURFACE MOUNT HANDLE
METAL
OFD HEAD (SW -38)
.078"
5.00"
FD JAMB (SW -37)
0 FD ADAPTER(SW -47)
0 FD TOP & BOTTOM RAIL (SW -39)
o
4.375
FD VERTICAL STILE (SW -36
657
if
PERIMETER TRIM
3.50" J
OFD FLAT FILL COVER (SW- 409280)
1.908"
FD HINGE (SW -57)
5.00"
FD SILL (SW -40)
... v > i ':; •, , ow Florida •
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4. 2-08
FRANCISCO HERNANDEZ
FL PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Htobah, Florida 33012
Ph: (305)364-9952
Fac(305)828 -5118
1 g:8 ,
et A 41
O x px
N Z
cil
M
fr.'
Drown
Dv: RF
Date:
04 -02 -08
Saute:
1 /2"=1 '
Revision:
Revision:
DRAWING NO.
FDOS -01
SHEET
3 OF 3