WS-12-127Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 169168 Permit Number: WS -1 -12 -127
Scheduled Inspection Date: April 09, 2012
Inspector: Bruhn, Norman
Owner: SHERIDAN, MICHAEL
Job Address: 318 NE 103 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number 305/495 -8207
Parcel Number 1132060135030
Building Department Comments
INSTALLATION OF 5 IMPACT WINDOWS & DOORS
Inspector Comments
Passed 04
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
April 09, 2012
For Inspections please call: (305)762 -4949
Page 7 of 24
113oI1J,-
BUILDING
PERMIT APPLICATION
FBC 20
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
Permit No. V\/
Master Permit No.
Permit Type: BUILDING
ROOFING
OWNER: Name (Fee Simple Titleholder): alai . . Phone #: S' aO V` /c 5
Address: ,51 NE
I ®3 .
City: M t CJ 'Ll. Or-CS State: Zip: 33)3i
Tenant/Lessee Name: . Phone #:
Email: Nally- beCig2n 3 VnG n /1;fr)
JOB ADDRESS: 3f g !J 103 ci'
City:
Folio/Parcel #:
Miami Shores
County: Miami Dade Zip: . a'Z
Is the Building Historically Designated: Yes NO I Flood Zone:
CONTRACTOR: Company ivame: "" "" """ _ ,; Phone
Address:
City: State: Zi,
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ ") 0lJ\.! •
Type of Work: ❑Addition
Description of Work:
❑Alteration
Square/Linear Footage of Work:
❑New ❑Repair/Replace
❑Demolition
*********• rx• x:*• x********* ****.x+xx:*a:*******Fees *** **** ** z**.x•x***** :•x**** ***.x ****** ******
Submittal Fee $ Permit Fee $ So0 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 6 L .0
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 CONDmONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection wi not ie approved and a reins "on fee will be charged.
Signature
The fo
day o
Owner or Agent
oin:instrument was wledge
life- is-
20 by 1
tt10 e or who has produced
'wn Fide tification and who did tak-
Signature
Contractor
The foregoing instrument was acknowledged before me this
, day of , 20 _, by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
NOTA "V PUBLIC:
Sign:
Print:
My Commission Expires:
Sign:
Print:
My Commission Expires:
****************************************************************** *+ x******* ***** x:* ***+ x* ***a :*****u:a:a:*** **** **
APPROVED BY
id;if' Plans Examiner
Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
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 re. ll.54/(\ DATE: 1124 1 Z
ADDRESS: 3% ME- i, 5- f r 5' IocNez 3A
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.
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 as my 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 responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
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 li «,_:a rs on
permits and contracts.
Initia
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 substanti ._ improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I b ` su3- 'antially
improved it for sale or lease, which violates the exemption.
Initial
5. I understand that, as theowner- builder, I must provide direct, onsite supervision of the construction.
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 b n
Initial
municipal ordinance.
.
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 actin',. an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial
8. 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.
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
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.mvfioridalicense.com/dbor/pro/cilb/i
Initial
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:
Initi
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform
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 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 d1/44' day o
who was personally known to me or who has
Pro ced there License or
2
ntifi -tion.
ONE
NOTARY
1P 0,,,' CLAUDIA V. CUBILLOS
IV. moo= Notary Public - State of Florida
My Comm. Expires Sep 23, 2015
�.,f `��; Commission 0 EE 128810
''R ,� Bonded Through Natio.,al Notary Assn.
1
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following Information
is provided in this Notice of Commencement.
1 aLegai description of property
tTM • ` r
2. Description of improvement:
1111111111111111111111 11111. I III11111111111111
CFN 2012R01.35372
OR Bk 28034 Ps 28071 (1ps)
RECORDED 03/14/2012 13 :13:17
HARVEY RUVIN, CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
Space above reserved for use of recording office
d street/address: 3)4 N " '103 5i`. Nictitv,i 5 , - M•lO4iA 5'ival,e�C e4 r I
J� t� LOT'1► L.bTSJ ►b ar.) .
•<
•
3. Owner(s) name and address:
Interest in property: 0k jo-n0 A •
Name and address of fee simple titleholder.
4. Contractqrs name, address and phone number. /V
132 ,60 ta/ Av tty // .`` . 3/X
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number.
Amount of bond $
6. Lender's name and address:
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.
I Oil?
y'S -3 "Ip I tI evL
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.1-3(1)(b), Florida Statutes.
Name, address and phone number.
9. Expiration date of this Notice of Commencement
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POS l.• •N THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTo - BEFOR COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of s er(s) or er(s)' Authorized Officer/Director /Partner/Manager
Prepared By ' . I V-P.... . OA Prepared By
Print Name at r t.. Print Name Cril Title/Office Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The foregoing instrunveoit was ac 44'' owledged before me this day of F--;),6,44 r y
,B�y„ /ie// e t/�'
l,�l i �ividually, or CI as for 1�1G t
WI'Personally known, or CI produced the following type of identification:
Signature of Notary Public:
Print Name:
INE3 V. LEYVA
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STA DD�122
Under penalties of perjury, I declare that I have read the foregoing an •' ..y lre& October 1, 2012
that the facts stated in it are true, to the best of my knowledge and • • � am�ararr�,mluaote
_neS La4'ii
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above:
By
123.01 -52 PAGE 3 3/10
OF I R ttn CEEROY taus' iS � �oftthe
„fit filed in this , .
d.:..^... 1.
4 AD.20�...,..�—
iA0f1'�. SSmy hand end Official Seat
IN, C W6, of " " • , and
MIAMI•DADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 W. 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.miamidade.Govpbuildinacode
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. 11S08-01, 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 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. 08-0107.08 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.
MIAMI-DADE COUNTY
APPROVED
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 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 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 -0107.08)
D. QUALITY ASSURANCE
1. Miami—Dade Building Code Compliance Office (BCCO).
Jaime D. Gaston, P. E.
Chief, Product Control Division
NOA No. 09- 1217.04
Expiration Date: April 10, 2013
Approval Date: February 03, 2010
E -2
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, P. E.
Chief, Product Control Division
NOA No. 09- 1217.04
Expiration Date: April 10, 2013
Approval Date: February 03, 2010
E -2
3 1/8' iO°
oZ
ii
IMPACT
GLASS
ii
®
13 1/8'
MAX.
ri
IMPACT
GLASS
i1
WINDOW WIDTH
10'
MAX.
TYPICAL ELEVATION (X0)
GENERAL NOTES: IMPACT HORIZONTAL ROVER WINDOW.
1.- CONFIGURATIONS OX AND X0
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORT FTL -•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.
6.- GLAZING: 0.340' OVERALL LAMINATED GLASS USING TWO UTES OF
0. 125° HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER
FILM DUPONT BUTACITE PYB. 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 APPUED)
MAY BE USED
Iz-10 -17q
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Ream
r
1745 W. 33r4 Mau
12414441. Florida 33012
P11 (305)344 -6152
F61(305)826 -51 II
Raan a+: RF
Data 03 -14-98
swta
1/2'.1
N4A2N :l
Ra+44n:
066*1W FD.
HS08 -01
SHEET
1 OF 7
DESIGN PRESSURE CHART - PSF
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (XO)
HEAT STRENGTHENED LAMINATED IMPACT
RESISTANT GLASS
WINDOW
ANCHOR
HURRICANE PROCIBCCION
DIMENSION
SCHEDULE
16 NOT REQUIRED
pER
1 3/4" SILL
3" SILL
WIDTH
HEIGHT
HEM &
yaws
CO.
INT.
OCT.
INT.
28 1/2'
4
53.33
120.00
80.00
120.00
37'
S
53.33
120.00
80.00
120.00
26'
3
6
53.33
119.30
80.00
119.3
53 1/6'
74'
8
53.33
90.0
80.00
90.00
26 1/2'
4
53.33
120.0
80.00
120.00
3Y
38 3/6'
5
-- -
5
53.33
120.0
80.00
120.00
53.33
95.50
80.00
95.50
53 1/8'
.
5
74'
a
53.33
75.90
78.90
78.90
3P
9
53.33
104.70
80.00
104.70
53 1/e'
50 5/6'
5
6
53.33
88.40
80.00
88.40
74*
8
53.33
67.30
67.30
67.30
37'
5
53.33
88.20
80.00
88.20
631/8'
92*
6
7
53.33
75.00
75.00
75.00
74'
8
53.33
62.00
62.00
62.00
24'
3
53.33
120.0
80.00
120.0
36'
4
53.33
120.0
80.00
120.0
48'
24'
6
3
53.33
120.0
80.00
120.0
Bo'
7.
53.33
120.00
80.00
120.0
72'
e,
53.33
90.00
80.00
90.00
24'
3
53.33
120.00
80.00
120.0
x'
4
53.33
120.00
80.00
120.0
48'
35'
6
4
53.33
120.00.
80.00
120.0
60'
_ 7
53.33
99.90
80.00
99.90
p
72'
8
53.33
88.80
80.00
88.80
F9
38'
4r
53.33
100.40
80.00
100.40
46'
8
53.3.3
93.90
80.00
93.90
46'
6
---
7
53.3.3
87.00
80.00
87.00
60'
72'
8.
53.33
74.30
74.30
74.30
36'
4
53.33
90.00
80.00
90.00
46'
8
53.33
87.00
80.0
87.00
or
7
-,-
7
53.33
83.40
80.0
83.40
110'
72'
8
53.33
67.80
67.60
67.80
3 1/8' iO°
oZ
ii
IMPACT
GLASS
ii
®
13 1/8'
MAX.
ri
IMPACT
GLASS
i1
WINDOW WIDTH
10'
MAX.
TYPICAL ELEVATION (X0)
GENERAL NOTES: IMPACT HORIZONTAL ROVER WINDOW.
1.- CONFIGURATIONS OX AND X0
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORT FTL -•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.
6.- GLAZING: 0.340' OVERALL LAMINATED GLASS USING TWO UTES OF
0. 125° HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER
FILM DUPONT BUTACITE PYB. 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 APPUED)
MAY BE USED
Iz-10 -17q
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Ream
r
1745 W. 33r4 Mau
12414441. Florida 33012
P11 (305)344 -6152
F61(305)826 -51 II
Raan a+: RF
Data 03 -14-98
swta
1/2'.1
N4A2N :l
Ra+44n:
066*1W FD.
HS08 -01
SHEET
1 OF 7
1 �,,3 1/8'
0
7.
A
I
Ca
I3 1/8"
MAX.
WINDOW WIDTH
TYPICAL ELEVATION (X0)
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 REPORT FTL -8931
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 LUTES OF
0.125* HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LEES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQ
IMPACT RESISTANT WINDOW
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
weoDucresonsao
PIa5f6
I iw s
SSprma No r1 F' Q.
'
_arn ¢,-613
1 e.-to -09
FRANCISCO HERNANDEZ
FLORIDA PE B 51393
1/4,M
Sunshine Windows
Ila9JfeCturing, Inc.
1745 W. 33N Plow
ildw4 Florida 37012
Pic (305)354 -RR52
Foc(305)a28 -5115
W.88Rr RF
D.IL 03 -14-05
-cola 1/2" -1'
Ratan:) 2 -10-09
DRAWS o.
8
SHEET
2 OF 7
DESIGN PRESSURE CHART - PSF
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (10)
HEAT STRENGTHENED LAMINATED IMPACT
RESISTANT GLASS
WINDOW
ANCHOR
HURRICANE PROCPECERON
DIMENSION
SCHEDULE
IS NOT REQUIRED
PER
KR
1 314" SILL
3" SILL
WIDTH
HEIGHT
HEAD k
EXT.
IM.
DR.
TNT.
SILL
' 8
74'
35 3 /e'
11
8
53.33
90.00
80.00
90.00
0i
<<
74'
60 5 /5'
11
8
53.33
90.00
80.00
90.00
37'
8
53.33
90.00
80.00
90.00
Ir
53 1 /8'
63 -
8
9
53.33
90.00
80.00
90.00
74'
11
53.33
85.20
80.00
85.20
MODULAR
72
48'
11
7
53.33
90.00
80.00
90.00
4e"
7
53.33
90.00
80.00
90.00
we
60-
9
9
53.33
90.00
80.00
90.00
72'
11
53.33
90.00
80.00
90.00
1 �,,3 1/8'
0
7.
A
I
Ca
I3 1/8"
MAX.
WINDOW WIDTH
TYPICAL ELEVATION (X0)
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 REPORT FTL -8931
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 LUTES OF
0.125* HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LEES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQ
IMPACT RESISTANT WINDOW
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
weoDucresonsao
PIa5f6
I iw s
SSprma No r1 F' Q.
'
_arn ¢,-613
1 e.-to -09
FRANCISCO HERNANDEZ
FLORIDA PE B 51393
1/4,M
Sunshine Windows
Ila9JfeCturing, Inc.
1745 W. 33N Plow
ildw4 Florida 37012
Pic (305)354 -RR52
Foc(305)a28 -5115
W.88Rr RF
D.IL 03 -14-05
-cola 1/2" -1'
Ratan:) 2 -10-09
DRAWS o.
8
SHEET
2 OF 7
VERTICAL SECTION
HORIZONTAL SECTION
VERTICAL SECTION
WITH SILL RISER
IMPACT RESISTANT WINDOW
,11em.ENANN
Acc1961 ay p °•!:!11 f Al r
FRANCISCO HERNANDEZ
FLORIDA PE if 51393
Sunshine Knife's
Manufacturing, Inc.
1745 W. 33rd Rau
Iial.aa.
flarida 33712
PA: (305)764 -0552
Fa43{5Ja23 -5118
DRAWING I.
SHEET
3 OF 7
MATERIAL LIST
RPJ16
PARTS
READ.
DISC IPIION
MATERIAL
1
SW-019
1
FRAME HEAD
8063 -T8
2
SW -015
1
FRAME SILL.
6083 -T6
3
SWW21
1
INSERT TRACK
6083 -TS
5
SW -012
2
SLIDER TOP/BOTTOM RAIL
6063 -TS
6
SW3019
AS ROD
FIN SEAL PILE
FELT
8
SW3218
2
WHEEL
BRASS
9
SW -017
1
MOVING MEETING RAIL
8063 -T8
10
SW40111
1
FIXED MEETING RAL
6063 -T8
11
SW -AS
AS ROD
ASSEMBLY SCREWS
/ 8 X 1' SMS.
12
5W -013
1
JAMB TO MOVING PANEL
6063 -T5
MATERIAL LIST
ITPA44
PART*
RBQD.
DESCRIPTION
MATERIAL
13
SW -016
1
MOVING SIDE RAIL
6063 -TO
14
SW3257
AS ROD
WEATHER STRIP BLOB
VINYL
16
SW-667
AS ROD
LATCH
ZINC
16
5W -S10
2 /SILL
RETICULATED FLLTER
FOAM
17
SW40771
1
SILL RISER
6063 -TS
IS
SW -014
I
JAMB TO FIXED PANEL
6083 -T5
19
-
AS ROD
SRICONE
PEC. -8B6 OR SWIM
20
SW -101
AS RCM
IMPACT GLAZING BEAD
6063 -Tb
21
SW -STL
1
3/8' X 3/4' FIAT BAR
STEEL
22
SW-AS
4
ASSEMBLY SCREWS
f 6 X 2 1/2' SMS.
1 01112 b
1.623 ---
r °
I
�arsa4
0.r.3
BEAD
15
._
0.050
,978,
1
MOVING
6050
-,..i '.
09,2 E--
MEETING RAIL
SW -017
6063 -0/
z1
730
z6
i
.- 1'.280
I
1.260
�7
FRAME
n
1,
,.437
I
_..L
PANEL
ji �f
' 2J
GLAZING
60633
JAMB
'-1 J
1.312
PANEL
_
JAMB2.077 MOV�IN
58-013
6063 -T5
•
FOXED MEETING RAIL
SW -40111
6053 -TO
TO FIXED
SW -014
8063 -78
2..
0.076
1
i
—
\ 1061
1.00
1_ 6662
1.000 0.050
0.810
SLIDER TOP AND BOTTOM RAE
6063-7
8083 -TS
6082
1.780
19780
1.0000
SIDE RAIL
SW-016
J ��
a
2.00
MOVING
INSERT TRACK
SW -m21
8063 -T5
FRAME
HEAD AND
SW -015
606}78
SILL
SILL. RISER
8053 -75
IMPACT RESISTANT WINDOW
a Wanda mall.
3090A cm*
RomfmmeNe
110
12--)B.-eq
FLORIDA � PE / 513993
Sunshine *indons
Yonufacheirg, Inc.
1745 11. SW Play
MAW% Hallo 35012
PR (30354 -9652
Foa:(305)R25 -5115
SHEET
4 OF 7
DETAIL A
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
TYPICAL ANCHORS
DETAIL B
ATTACHMENT TO WOOD
DETAIL C
ATTACHMENT TO METAL STRUCTURE DETAIL
( STEEL OR ALIALL 1/8' MN. THICKNESS)
TYPICAL HEAD SECTIONS
IMPACT RESISTANT WINDOW
(2- (0.001
FRANCISCO HERNANDEZ
FLORIDA PE / 51393
Sunshine Windows
UIInuf chwil9, Inc.
1745 W. 33rd Plop
Iokoh. Rwfdo 37012
P1: (305)384 -9952
Fmc(305)$28 -5118
0,,: RF
OolK 03 -14-08
Saga 1/2' ..1'
R,NI 12 -10-09
RrNNoo:
15141O10 88.
HSOS —01
SHEET
5 OF 7
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
IYPIGAL ANCHORS
2' BY WOOD BUCK
1/4" SMS 11/2' MIN. PENETRATION INTO WOOD.
(FOR MAIL ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL F
ATTACHMENT TO WOOD
2 1/2" MIN.
DETAIL0
DETAIL E
3/4" MAX. NON -THAXE GROUT
OR 1" BY ROOD BUCK
2 1/2° MN.
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4' MN. 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 G1ART)
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
1/4" SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM. 1 /8' MIN. THICKNESS)
TYPICAL SILL, SECTIONS
IMPACT RESISTANT WINDOW
FRANCISCO HERNANDEZ
FLORIDA PE jI 51393
Whim
kand.
1745 W. 33r4 Ron
10.4.4 Rake 35012
Ple (303)304 -0032
Fw(303)828 -3110
Die.: RF
Maw 03 -14-08
sad. I /2'I"
Ra413.0:12 -11708
R.v41ac
mum MO.
HS08 -01
SHEET
6 OF 7
TYPAL ANCHORS
TAPCONS I i/4' MIN. EMBEDMENT
INTO MASONRY THROUGH 1 BY WOOD BUCK
OR NON SHRINK NON METALLIC GROUT
(FOR MM. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL H
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
1/4' SIAS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
MYNA DADE COUNTY APROVED
ATTACHMENT TO MULLIONS DETAIL
2' BY WOOD BUCK
TYPICAL ANCHORS
I/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 70 WOOD DETAIL
GLAZING DETAIL
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 TWO LEES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
TIPICAL JAMB SECTIONS
IMPACT RESISTANT WINDOW
TYPICAL ANCHORS
I/4' SAS. THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL .1
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL OR ALUM. I /B• MGI. THICIINESS)
Florida PRODUCT REVISED
eampIyimg withal
BRIMbsCoM
Ws0 121 amv
Amersams
Podia
04
aot
e�LO -off
FRANCISCO HERNANDEZ
FLORIDA PE / 51393
Saltine *IIdOJS
Manuf n t ahl Inr.
1745 W. 33 d Pm
Weak RvMQ 33012
P5 (705)64 -0952
Fm(705)020 -5119
SERIES 1650 AL
M RF
aWx
scar 1/2''1
Ra a l2 _HUS-
oRIOaxv N0.
HS08 -01
SHEET
7 OF 7
•
t
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 W. 33fd Place
Hialeah, Florida 33012
SCOPE:
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.miamidade.Gov /buildinicode
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 "2001" 8'O" Outswing Aluminum French Door - L.M.L
APPROVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact
Resistant", sheets 1 through 4 of 4, prepared by the manufacturer, dated 04/02/08 with the latest revision,
dated 10/28/10, 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. 08-0417.05 and consists of this page 1, evidence page E -1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MANMADE COUNTY
APPROVED
NOA No. 10-0322.11
Expiration Date: May 08, 2013
Approval Date: December 16, 2010
Page 1
Sunshine Windows Manufacturing. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ",
sheets I through 4 of 4, prepared by the manufacturer, dated 04/02/08 with the latest
revision, dated 10/28/10, 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 an aluminum swinging
glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -3399, dated August 16, 2002, signed and sealed by Late Gilbert Diamond, P.
E., reviewed, signed and sealed by Joseph O. Chan, P. E.
(Submitted under previous NOA No.02- 1104.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2007,
dated 03/31/08, prepared, signed and sealed by Francisco Hernandez, P. E.
Complies with ASTM E1300 -98/ 04
D. QUALITY ASSURANCE
1. Miami —Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG
Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11.
F. STATEMENTS
1. Statement letter of conformance, no financial interest and compliance with the FBC
2007, dated March 12, 2010, signed and sealed by Francisco Hernandez, P. E.
2. Laboratory compliance letter for Test Report No. FTL -3399, issued by Fenestration
Testing Laboratory, Inc., dated August 16, 2002, reviewed, signed and sealed by
Joseph O. Chan, P E
(Submitted under previous NOA No. 02- 1104.03)
G. OTHERS
2. Notice of Acceptance No. 08-0417.05, issued to Sunshine Windows Manufacturing,
Inc., Inc. for their Series "2001 Aluminum French Door Impact Resistant",
approved on 05/22/08 and expiring on 05/08/13.
E -1
Jaime D. Gascon, ' E.
Chief, Product Control Division
NOA No. 10-0322.11
Expiration Date: May.08, 2013
Approval Date: December 16, 2010
frctl 10'
MAX
FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE %1 AND
DESIGN PRESSURES CHART OF MS SHEET. FOR DETAILS SEE
SECTIONS SHOWN ON SHEETS 2 OF 4 AND 3 OF 4.
•i 10'
1o'
5' 10'
MAX.
1
1
oe
I
_
_
r
I I
1
1
1+ I
-
26
1/8"
LEAF
HEIGHT
DAYLIGHT
_
-
_
MAX
10
n
Oa
DAYLIGHT
//
I PLATES
ANCHORS
O
MAX. DAYLIGHT
//
O
POS.
I
•
1
I
_
-
-
PER JAMB
_
i
I
I
0
4
1
I I
70.0
,_I
Tod I_
A-
5' 10'
MAX.
1
1
oe
I
_
_
r
I I
1
1
1+ I
-
26
1/8"
LEAF
HEIGHT
26 1/8"
_
-
_
MAX
10
n
Oa
DAYLIGHT
//
I PLATES
ANCHORS
O
MAX. DAYLIGHT
//
O
POS.
1•
•
1
-
_
-
-
PER JAMB
_
i
I
0
4
1
I I
70.0
l 11 I
sr MAX.
DOOR WIDTH
ELEVATIONS
1_ 10'
1MTX.
72' MAX.
DOOR WIDTH
5'
LAX
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
REV.
DESIGN PRESSURES CHART- PSF
DOOR
DOOR
DOOR
DOOR
LEAF
LEAF
HEIGHT
LEAF
WIDTH
ANCHORS
(NOMINAL)
ANCHORS
POS.
NEG.
(NOMINAL)
PER HEAD
SILL
PER JAMB
3' -0"
4
8
70.0
70.0
2' -6"
3
$, -0"
70.0
70.0
3' -0"
4
70.0
70.0
2' -6"
3
6, S"
7
70.0
70.0
NOTES:
1. ANCHOR OPTIONS AND NUMBER OF ANCHORS:
1 4' ULTRACON BY O.CO WITH 1 1 MN. EMBEDMENT INTO
BLOCK OR //14 S.MS. WITH 1 1/2" LW(. EMBEDMENT
INTO BY WOOD BUC ( OR #14 S.M.S. X 1 1/2" IN METAL
FOR NUMBER OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO
DESIGN PEES CHART.
2. FUSTY BOLTS
TOTAL Cr 4 2 AT ACME LEAF AND 2 AT INACTIVE LEAF AT HEAD AND SILL)
ALL ODOR BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN
PRESSURES ON DEW.
5/16'6' OVERMJ. LAIWLATED GLASS MADE OF TWO INES OF 1 /6'
NEAT 5IRENGTHENED GLASS WITH A 0.090" VIER LAYER FILM SAFIE)L-
KEEPSIFE BY SOLUTIA INC. G1AZNG PENETRATION 0.533'.
4. COLONIAL M UNTI IS GN BE APPLIED.
5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH
(2) #10 X 1' PM HEAD SHEET METAL SCREWS.
6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STROKE
PLATES, FLUSH BOLTS, FRAME, PMEL, ETC.
7. REFERENCE TEST REPORT FTL -3389 DAZED ,WILY 24, 2002.
8. 1141$ G THE REQUIREMENTS OF DE 2007
B. 1' BY 011 2' BT WOOD BUCKS NOT BY SUNSHINE WINDONS. TO BE DESIGNED
SEPARATELY AND SHALL SUSTAN LOADS BFOSFD BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE. SHALL BE APPROVED BY
BUILDING OFFICIAL PRIOR TO DOOR INSTA LATION.
10. DOORS SIG FULL USER PASSAGE SHALL COMPLY 111111 EGRESS
REQUIREMENTS PER 2007 FLORIDA BUILDING COTE
10 -28 -10
a. PE 61513
Sunshine 14ndows
170 W. a s b Mons
t
wd.m. FlwNO 33013
Pk (305)36+ -9a52
r ,:(303)919 -9119
Dam Bn. NM
.
[NW 9h02 -08
Soaks NTS
Ry4WW10-28 -1Q
MINNS 1q.
FD08 -01
SHEET
1 OF 4
V
MARS Or FROM CORNERS MD THE REST
012 O.C. W%. FOR ANCHOR OPTIONS AND
tANDER OF ANCHORS SEE FATE /1 AND DESCH
PRESSURE CHART ON SHEET 1 OF 4.
(IYPA'AL FOR DOOR .IAMBS)
1/4' SIMM MAY (10P.)
•
s
1W OR 2W WOOD HUCG BY OTHERS
SHALL COWARD D ALL GLAZING SYSTEM
LOADS OYP) FOR ALL WOOD BUC6)
SEE FATE /8 ON SHEET 1 OF 4.
0171°A. or PROW G AFO THE REST
MAX FOR MOOR OP10145 MO
NIRMER OF ANCHORS SEE NOTE 1 MO DESIGN
PRESSURE CHART ON SHEET 1 OF 4.
()YFFCAL FOR DOOR OAS)
CIU WML
REV.
GLAZING DETAIL
HORIZONTAL SECTIONS
PRODUCE' REVESIN
RA SmPjTkTD eLS Om L1.1tt.
��-�a
3
10- 28-10
FL. PE 1t
cub's
Manufacturing, Inc.
1745 W. 334 Pao.
1441104 FROM. 33012
Ph: (305)304-5952
Fmc(305)11211-511!
Warns 11. NM
oatr 04 -02 -08
Scala 1/2' -1'
R.MM0m10 -2e -10
RdMow
FD08 -01
SHEET
2 OF 4
•
•
18'1 OR 2BY WOOD BMX BY OTHERS
SW4L WrHSTAND ALL GLA?0IS SYSTEM
LOADS mPICAL FOR ALL WOOD BUCKS)
SFF NO ON SHEET 1 OF 4.
4,
�g 1 • / •
IM' Cr GUSS: SEE NOTE 13
ON SHEET 1 OF 4 AND WPM
DETAIL SHOO ON SWEET 2 OF 4.
SIRUCTUROL SIMONE DOW COMM
OR MAR
�
3 �
NON SIISM( NON alm
— MICF)ofls 05" FROM CORNERS AND THE REST
010 o.C. MAX. FOR ANCHOR OPTIONS AND
N9WBER OF ANCHORS SEE NOTE 11 AND OESIGN
PRESSURE CINRT ON SHEET I OF 4.
(TYPICAL FOR HEAD AND SILL)
VERTICAL SECTION
MATERIAL LIST
ITEA1 /
PART #
READ.
DESCRIPTION
MATERIAL
I
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
6083 -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
POLYPROPYLENE
9
SW -57
3 PER LEAF
8" BUTT HINGE
6063 T5
10
SILICONE
AS REQ'D
DOW CORNING 995 /PECORA 895
SILICONE
11
SW -Lt
1
LOCK (LATCH)
METAL
12
SW -L2
I
YALE NEW TRADITIONS' 800 SERIES DEAD BOLT
LOCK, KEY OPERATED ON THE EXTERIOR AND
THUMB TURN ON THE INTERIOR
METAL
13
SW -FB
2 PER LEAF
SERIES 2510 CONCEALED FLUSH BOLT BY REGENT
METAL
14
SCREWS
AS -REQ'D
iR 10 X 1"
SMS
15
SCREWS
AS -REQ'D
iP 10 X 1 1/2"
SMS
16
SW -30
AS -REQ'D
APPLIED PERIMETER TRIM
6083 -T5
17
SCREWS
AS -REQ'D
% 8 X 1/2"
SMS
18
SW -H
1
SURFACE MOUNT HANDLE
METAL
4A0'
OFD TOP & BOTTOM RAIL (SW -39)
FD JAMB (SW -37)
nl �0
1.908•
SQ
OFD ADAPTER(S4-47) 0 FD HINGE (SW -57)
4.375
FD VERTICAL SALE (SW -38) 0 PERIMETER TRW
FD FLAT FLAT FILL COVER (SW- 409280)
5.80'
FO SILL (SW -40)
Sunshine Endows
Menufachring, Inc.
1745 W. 33N Pgoo
I&d"uA Florida 77819
Pet (708)384 -9152
roc (ID5)S28 -5118
z
a"t
a G 73
z
z
on R9 4t
9
br,w,, OK NM
• 04-02-08
• 1 /2 \-1'
RMMor810- 98--IQ
1184898:
0181111103 NO.
FD08 -01
SHEET
3 OF 4
2+ 10 BY 1' PH.SIS
DOOR FRAME UPPER CORNER
DOOR FRAME BOTTOM CORNER
CORNER CONSTRUCTION DETAILS
2 + 10 BY 1 t /2' PH. SMS
2 #10 BY 11/2 PH. WS
DOOR PANEL UPPER CORNER
DOOR PANEL BOTTOM CORNER
raop4c r MISS
"Ply6 gl 1/he the Raids
WitoAl -.
Date
Divides
U
3
10 —aa.ID
n. elms
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 West 33's 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) 375 -2908
www.buldingcodeonline.com
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 MU (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 AH.1 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 ()COX) Aluminum Horizontal Sliding Window — L.M.L
APPROVAL DOCUMENT: Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal Sliding
Window (XOX) Impact Resistant Windows ", sheets 1 through 6 of 6, dated 7/21/08 , p#epared by
manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami-We 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 # 07 -0810.06 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 Fitz A. Harris P.E.
NOA No. 08-0820.12
Expiration Date: August 19, 2013
Approval Date: September 25, 2008
Page 1
Sunshine Windows Manufacturing„ Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No RR08 -02, titled "Series 1650 Aluminum Horizontal Sliding Window
(XOX) Impact Resistant Windows" Sheets 1 through 6 of 6, dated 7/21/08 , prepared
by manufacturer, signed and sealed by Frank Hernandez, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94, (#6 aggregate gravel)
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 horizontal
sliding window with .34" laminated glass, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL -5352, da ed December 7, 2007, signed and
sealed by Carlos Rionda, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
dated July 15, 2008, prepared, signed and sealed by Francisco Hernandez, P.E.
Complies with ASTM E1300 -98
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glas ® Plus" dated 01/03/08, expiring on 01/14/12.
2. Notice of Acceptance No. 08- 0709.04 issued to Glasslam NGI Inc. for their "Safety -
Plus H - Laminated Glass" dated 09/11/08, expiring on 09/05/2011.
E -1
,i-a*71/L4
Fitz A. Harris, P.E.
Product Control. Examiner
NOA No. 08-0820.12
Expiration Date: August 19, 2013
Approval Date: September 25, 2008
Sunshine Windows Manufacturing. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, dated July 15, 2008, signed and sealed by Francisco
Hernandez, P.E.
2. Letter of "No Financial Interest in Testing Laboratory", dated 7/15/08 signed and
sealed by Francisco Hernandez, P.E.
G. OTHER
1. Notice of Acceptance No. 07- 0810.06, issued to Sunshine Windows Manufacturing,
Inc. for their Series "1650" Aluminum Horizontal Sliding Window (XOX) Large and
Small Missile Impact, approved on 09/20/07 and expiring on 08/19/08.
E -2
a751.—
Fitz A Harris, P.E.
Product Control Examiner
NOA No. 08-0820.12
Expiration Date: August 19, 2013
Approval Date: September 25, 2008
�r
MEE Mums (SURFACE REPINED'
MAY Ae USED
II
A CUM
II
-0 II�JII
==�r'--'i� ==
II m II = =II
II II II
WINDOW WIDTH
6 1/2' PAX.
TYPICAL ELEVATION ()COX) 25/5025
TOPICAL ANCHORS:
-INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE
1/4' 916 WITH I 1/2' MN. PENETRATOR INTO WOOD.
- INTO 1BY WOO BUCKS, NON- SHRTOC GROUT OR INTO MASONRY
1/4' TAPCONS WITH 1 1/4• MDT. EMBEDMENT INTO MASONRY,
-INTO METAL STRUCTURE 1/4' 9(S THROUGH METAL
GENERAL NOTES;
-FOR NUMBER OP ANCHORS REQUIRED FOR EACH
UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN
IN THE DESIGN PRESSURE CHART.
- APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY BIDE COMBINATIONS
OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO
OR MORE MOORS USING APPROVED MUWONS.
- XOX CONFIGURATION APPLIES TO 255- 60h251e
PROPORTIONS FOR ALL DIMENSIONS ON CHART.
-NOR CONE DURATION APPLIES TO 3311-33* -3310
PROPORTIONS FOR WIDTH DIMENSIONS UP TO 64'
- REFERENCES; TEST REPORTS FTL -5352.
THIS PRODUCT MEETS THE REQUIREMENTS
OF THE 2004 FLORIDA BUILDING CODE
IMPACT RESISTANT WINDOWS
3' MAX.
I
II II n
11 was 0e161IIam" mmIlwas
_ � = +=
=11= = =
��
II II II
II II II
M MA%, a 1/2' r- m▪ .
WINDOW WIDTH
TYPICAL ELEVATION (XOX) 33/33/33
GLAZING
MATERIAL
0.34' LAMINATED GLASS USING 1W0 LIGHTS OF 1/8'
HEAT STRENGTHENED CRASS WITH AN 0.090' PV9
INTEMAYER BY DUPONT
MBTHODT
INTERIOR (DAZED WITH 3/8' GLAZING PENETRATION
USING A CLEAR COLORED SILICONE DOW COMING 899
AND AN EXTRUDED ALUMINUM SNIP ON GAZING BEAD
WITH A VINYL BLEB BETWEEN THE BEAD AND GLASS.
E�giOT;CT:tn r'
ea w:01
Ratwa. Aftipeop.i2
Zogitidtet r.
$
7 -04-og
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
boom RF
veto
gems, 1 2'1
6ahi+At
ONTO NO.
HRO8 -02
SHEET
1 OF 6
DESIGN PRESSURE CHART- PSF
SERIES -1630
ALUMINUM HORIZONTAL SLIDING WINDOW (XOX)
IMPACT RESISTANT GLASS
WINDOW
ANCHOR
HURRICANE PROTIRCEI R
DIMENSION
$CEIEDDDB
IS NOT REQUIRED
WM
'Miff
HIM St
JAVA
10016606 ( +)
AMOR ( -)
EU.
94'
8
60.00
60.00
tee 1/4•
20'
13
3
80.00
80.00
in'
14
60.00
80.00
94'
9
60.00
60.00
toe I/4'
513 s/M
13
4
80.00
80.00
I I'
14
60.00
80.00
DI
14
9
60.00
60.00
106 1/4'
50 5/r
13
5
60.00
80.00
t1r
~14
80.00
60.00
SIP
9
60.00
80.00
to t /4•
03.
13
6
58.00
56.00
..r
14
56.80
56.80
MODULAR SIZES
92'
9
60.00
60.00
6M
11
80.00
80.00
We'
24
12
80.00
80.00
tee"
13
80.00
60.00
92'
9
80.00
60.00
se
11
4
80.00
.80.00
er
12
80.00
80.00
tar
13
80.00
80.00
92'
9
60.00
80.00
e4'
11
5
60.00
60.00
W
12
80.00
60.00
tee'
13
60.00
60.00
92*
9
80.00
80.00
se
11
60.00
80.00
TIM
so
12
6
80.00
80.00
the
13
56.40
56.40
�r
MEE Mums (SURFACE REPINED'
MAY Ae USED
II
A CUM
II
-0 II�JII
==�r'--'i� ==
II m II = =II
II II II
WINDOW WIDTH
6 1/2' PAX.
TYPICAL ELEVATION ()COX) 25/5025
TOPICAL ANCHORS:
-INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE
1/4' 916 WITH I 1/2' MN. PENETRATOR INTO WOOD.
- INTO 1BY WOO BUCKS, NON- SHRTOC GROUT OR INTO MASONRY
1/4' TAPCONS WITH 1 1/4• MDT. EMBEDMENT INTO MASONRY,
-INTO METAL STRUCTURE 1/4' 9(S THROUGH METAL
GENERAL NOTES;
-FOR NUMBER OP ANCHORS REQUIRED FOR EACH
UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN
IN THE DESIGN PRESSURE CHART.
- APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY BIDE COMBINATIONS
OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO
OR MORE MOORS USING APPROVED MUWONS.
- XOX CONFIGURATION APPLIES TO 255- 60h251e
PROPORTIONS FOR ALL DIMENSIONS ON CHART.
-NOR CONE DURATION APPLIES TO 3311-33* -3310
PROPORTIONS FOR WIDTH DIMENSIONS UP TO 64'
- REFERENCES; TEST REPORTS FTL -5352.
THIS PRODUCT MEETS THE REQUIREMENTS
OF THE 2004 FLORIDA BUILDING CODE
IMPACT RESISTANT WINDOWS
3' MAX.
I
II II n
11 was 0e161IIam" mmIlwas
_ � = +=
=11= = =
��
II II II
II II II
M MA%, a 1/2' r- m▪ .
WINDOW WIDTH
TYPICAL ELEVATION (XOX) 33/33/33
GLAZING
MATERIAL
0.34' LAMINATED GLASS USING 1W0 LIGHTS OF 1/8'
HEAT STRENGTHENED CRASS WITH AN 0.090' PV9
INTEMAYER BY DUPONT
MBTHODT
INTERIOR (DAZED WITH 3/8' GLAZING PENETRATION
USING A CLEAR COLORED SILICONE DOW COMING 899
AND AN EXTRUDED ALUMINUM SNIP ON GAZING BEAD
WITH A VINYL BLEB BETWEEN THE BEAD AND GLASS.
E�giOT;CT:tn r'
ea w:01
Ratwa. Aftipeop.i2
Zogitidtet r.
$
7 -04-og
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
boom RF
veto
gems, 1 2'1
6ahi+At
ONTO NO.
HRO8 -02
SHEET
1 OF 6
1/" 4 TAB sS 4 1 /4� M% BASEMENT 1/4. /2 MIN. PENETRATION INTO WOOD.
INTO MASONRY TFlROUGH 1 BY WOOD BUCK (R MM. ANCHOR SPACING AND NUMBER
(FOR MAX. NC HF OR SPACING ET ) AND RIME R OF ANCHORS REFER TO SHEET 1 OF B)
OF
DETAIL Al
ATTACHMENT TO MASONRY
DETAIL A3
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEET. OR MARC 1/M INN. THICKNESS)
THICAL HEAD SECTIONS
IMPACT RESISTANT WINDOWS
DETAIL A2
ATTACHMENT TO WOOD
F7NOOTIj: mw,...--.,.:
es cumPlYh g,:Gino:T., ?•3
rixildhipeula
A tVance NNo -0 Or
>
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
2 1/2° MIN. 2 1/2' MIN.
�TI�PICAL ANCHORS
1/C ITAG O 1 1/4' MN. EMBEDMENT
(FOR MAX ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET I OF 6)
DETAIL El
ATTACHMENT TO PABCAST S1I.L
TIPICAL SILL SECTIONS
IMPACT RESISTANT WINDOWS
1 /�SUSN ANCHORS MIN. PENETRAl ON INTO WOOD.
(FOR MINI MC SPACING AND NUMBER
OF ANCHORS REFER 10 SHEET I OF 6)
DETAIL B2
ATTACTIMENT TO WOOD
ANCHORS
1 //4"SSNS THROUOE4 METAL.
FOR MAX. ANCHOR SPACNO AND NUMBER
F ANCHORS REFER TO SHEET I OF 8)
DETAIL B3
ATTACEMA 1D MBTAL SIRUCR)RE
(STEEL OR AWN. 1/8'MN. TIECKNESS)
TIPICAL ANCHORS ���
TAPCONS 1 1/4' . E11HSDMENT
INTO MASO THROUGH _MN I' BY WOOD BUCK
OR NON SHRINK NON METALLIC GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET I OF 6)
DETAIL B4
ATTACHMENT TO MASONRY
mower ammo
esamaplying withal, Fko..
Wang Colo
le N,
esphstioaDate
'? - 24 -o8
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
moo 02
SHEET
3 OF 6
DETAIL El
ATTACHMENT TO MASONRY
DETAIL E2
ATTACHMENT 10 WOOD
ATTACHMENT TO MULLIONS DETAIL
TIPICAL JAMB SECTIONS
IMPACT RESISTANT WINDOWS
DETAA.E3
ATTACHMENT TO METAL STRUCTURE
(STEEL OH ALUM. 1/8' MIN. THICKNESS)
FROBULTREVISED
easOlas
atbao Merida
elda
Eseltdis
Iiigistital Dote
Ularagirkbetral
Division
-7- -24 -os
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
VERTICAL SECTION
WITH SILL RISER
IMPACT RESISTANT WINDOWS
HORIZONTAL SECTION (XOX)
PRODUCT REVISED
eMth the Florida
Aaleptepook
Thipintion Date
1 -24-06
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Windows
Wandahning, In
1716 W. SW Mao
Mu
Rua —51 le
F======
ORONO NO.
HROB -02
SHEET
5 OF 6
HEMP PASTE RHQO. 055�m� MATERIAL
1 9W -018 1 FRAME HEM 8083 -75
2 54-018 1 FRAME SAL 8053 -15
3 54384 1 INSERT TRACK 8083 -15
4 -101 AS P00 IMPACT OtA INO BEAD 8083 -15
5 SW -012 2/VENT SLICER TOP/SOTTOM RAR 8063-15
6 543015 AS ROD FIN SEAL PILE FELT
7 541520 AS ROD GL4ZINO TAPE FOAM
5 8432114 2/VENT 8tE01. BRASS
9 54 -017 1/VENT MOVING 1501810 RAIL 8063 -15
10 W4011 2 VSCE0 M501940 RML 6063 -15
11 SW-AS AS P00 3550188/4 SCREWS / am` PH PKWP 0.!9
12 54 -013 2 .1389 6083 -15
13 54 -016 i/VENT 154040 SLOE RAIL 5063 -15
14 543287 AS 900 W0A11431 8154 6122 VO4YL
18 51-88 AS 900 IATCN VC
15 SW -31. 2/5111. RETICULATED FILTER EDAM
17 - AS 900 SILICONE DOW CORNING 899
18 554077 1 SILL 91 5 8083 -75
0.5121- 1.655 —'
0.30. I I
0.�5
y,.. 1.5'76
0.812 �--
n5n4A CAVE BEAD F1890 tKEO1W PAL .-.- wE -...- P8 .
8547 -101 541 -40111 89-017
5063 -18 5083 -m 5063 -75
0.692 1.000
000 0.80 ,^ ,.576
0.810 1-
1.000
SLIDER /OP N10 80ft0Y RAIL 019557 TRACK IIONHO 550 RAG.
58-012 S8- 70012, SW-015
5063 -16 5061 -111 6061 -711
i
- L' 1 OA75
2.750 ' 1.78 1 80 . �•+�+ 3.�d'
2 an "—i
PEW 490 AND 601. rPAYE JAMS SLL 4805
98- 015/38 -44287 88-013 SB -40771
6083 45 861 -75 8083 -76
7 -2R -Dg
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
MIAMZE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 W 33'd Place
Hialeah, FL 33012
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375-2908
www.bm'Idingcodeofline.com
ma w:1S I ili if:fs, It oil Ira f %6 ^.o I• IY•iri %I• VIII
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 tight
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No.SW -01-07 titled "Aluminum Tube Mullion," sheets 1 through 7
of 7, dated 09/30/05, 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 renews NOA # 01- 1226.14 and consists of this page 1 and evidence page E -1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 06- 0214.02
Expiration Date: January 25, 2012
Approval Date: February 22, 2007
Page 1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No SW -01-07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ",
dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez,
P.E.
B.
TESTS
T 20 -94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94.
Along with marked -up drawings and installation diagram of Aluminum Single Hung
Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test
Report No. FTL -2680, dated 06 /29/00, signed and sealed by Aldo P. Gonzalez, P.E.
(Submitted Under NOA 01- 1226.14)
C. CALCULATIONS
1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by
manufacturer, dated 09 /30/05 and revised on 01/15/07, signed and sealed by Francisco
Hernandez, P.E.
2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00
signed and sealed by Francisco Hernandez, P.E.
(Submitted Under NOA 01- 122614)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, dated January 15, 2007, signed and sealed by
Francisco Hernandez, P.E.
2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed
Francisco Hernandez, P.E.
G. OTHER
1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing,
Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on
01/25/07.
E -1
Menu : erez, P.E.
Product Control
NOA No
Expiration Date: January 25, 2012
Approval Date: February 22, 2007
10
GLAZING UNIT. SEE NOTE 1
OF GENERAL NOTES
VERTICAL
PROCEDURE FOR MULLION SELECTION
1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND
LOAD IN PSF ON MUWON AS PER FLORIDA BUILDING CODE.
2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE
THE MUWON SIZE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE.
3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE
OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED
TO ACHIEVE THE DESIGN PRESSURE.
1/8'
GLAZING UNIT. SEE NOTE 1
OF GENERAL NOTES
VERTICAL
HORIZONTAL
MULLION APPLICATIONS
GENERAL NOTES:
1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE
APPROVED GLAZING UNITS.
2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 8063 —T5.
3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND
STRUCTURE REFER TO SHEETS No.5 AND 8 OF THIS
PRODUCT APPROVAL.
4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON
TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS
ARE CONSIDERED.
4
PRODUCT REVISED
as cosplylawlth *M Plaids
Asostames ._ , - ,tr.. 02
/ /t _ . . ; :
T• —' •"'�
1111
• /
V;007/77
/- -)
RAND NEWMNOEZ
IROIND PE / 51393
TUBE SPAN
1X2
38.38
8463
6400
83.00
93
so
4610
70
50.40
05
bo
68.80
40
88.10
30
117.39
20
so
so
176
70
60
25.81
63
30.73
40
38.42
30
70
90
31.22
78.84
BO
70
so
50
40
30
3788
23
90
3476
05
70
so
60
40
30
*80
20
3980
1x3
Ter D+Xful
90 7981
63 09.79
70 10291
60 119.71
50 143.96
40 179.17
23 230.43
2D 130.14
90 4586
60 3189
70 58.06
MI 6476,
50 82.35
40 103.10
133 133
20 208.36
00 3406
BO 40.61
70 4436
60 3483
60 6480
40 81.13
30 117
20 18226
110 2332
80 2449
70 3266
60 37.99
50 4888
40 6688
30 78.87
20 113.05
T19E
SPAN
1X3
74.28
so
70
60
50 27.84
40 34.81
30 46.41
20 4341
8480
90
40
30 32.05
20 48.08
05
70
30
20 3221
NOM
NN1ERPOIATi FOR 6NYEMAM4TE VALUES OF SPAN AND /OR TRIBUTARY
1 111 TO DETERI NE OE901 PRESSURES.
TIME
SPAN
1X4
90 7386
80 8'2,86
70 94.89
60 11447
50 13237
40 105.31
30 220.05
20 131.42
a 6220
80 67.73
70 77.40
30 106.36
• 40 13545
30 18681
20 27081
90 47.57
80 53.51
70 81.18
60 71,13
50 05.62
40 10733
30 14270
20 21486
74.25
00 33.13
80 37.27
TO 4289
60 49.80
50 5043
40 74.54
30 99.30
20 149.07
1X4
8420
80 2474
70 29.42
80 34.32
50 41.58
40 51.48
30 3484
20 10296
so
w
70
60 27.39
40 3649
30 45.69
86.07
19630
05
80
70
so
a
30 22.79
20 4444
HORIZONTAL M WON
YER1WAL MAIJON
M WON *8
TRaRARY BOTH. 111 + NZ
2
TRIBUTARY 417711., At 400
2 X 4
50.63
ROE
00 107.48
80 120.93
70 13820
60 151.23
50 10848
40 241.86
30 322.47
20 483.70
55.09
90 8738
80 9835
70 112.97
80 131.78
50 186.15
40 18739
30 25330
20
90 X.42
80 7810
70 8925
60 104.13
50 12428
40 15820
30 20627
20 31240
7415
00 48.35
80 04.39
70 8218
CO 7292
50 8732
40 10878
30 14804
20 21738
2 X 4
84.00
90 33.39
00 3738
70 4293
60 50.00
CO 80.10
40 75.13
30 100.17
20 150
90
80 25.18
70 28.75
3335
00 40.26
40 50.37
30 67.11
140 120
10800
90
60
70
ee
50 23.28
40 3837
30 47.13
7870
120.00
60
70
80 -
50 -
40 25.77
30 34.36
25 51.54
MEL
INTERPOIATE FOR NTERNEDISTE AWES MI TO 411 s1w WAR 368w0ry
ROE
Tate
2 X 5
107.22
70 12283
60 142.98
50 17135
40 214.43
30 28891
20 42037
74.25
80 5831
80 77.18
70 8821
60 10292
12350
15435
30 20693
20 30875
84.00
5331
80 60.31
70 6152
60 6841
96.49
120.62
30 16092
20 241.24
90 41.04
4117
70 52.77
60 51.57
50 7398
30 123.13
184.70
2X8
108011
SO 3243
80 36.10
70 41.70
60 4864
50 5837
40 7297
30 97.29
20 14803
120.00
90 2627
CO 4035
70 33.77
60 30.40
50 4718
40 58.10
30 7880
T
13200
SO
r
70
6032.56
50 3738
40 4835
30 65.13
77.59
144.00
80
25
60 27.36
50 32.84
40 41.04
30 54.73
25 82.09
MORROW/ SIMON
=CAI. MUM
18UM SPIN
TRIBUTARY 9D1H• a 52
SEINIELILIfig
13159190! *3213-61 ± 02
Sunshine Wilms
Uanufa huing, Nc
1745 W. 33rd Mom
march. �(3pfyNa 33012
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oz
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Dow 9 -30 -05
soft NTS
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3 OF 7
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ANCHOR TYPE "A"
1'Xr AMA TIME
IOW
ff 2
(2) EA MW
4
4
a
BYORrBYNCO
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r x 4' OR 2 C BiNUY. TUBE
ANCHOR TYPE "B"
NAIL �. MU
14 SAI.5.
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IASI BY NO
4
14 SAS 1 1/r IMI. MENENM
100 WOOD OR 1/4' TPPCON6 1 1/4• LEN.
OIMOVEN1 INTO COMMIE. (1) PER ANODE
1/r
2' BY WOOD
2✓� MALAN
3 5/8' LOS FOR 4' MOWN
5 5/1• LONG FOR 5' MALEIN
14 SAS
EA NW
tI 14 Mt11/2'MN suauxes
INTO MOD OR t /4• TAPCO $ 11/4' 1!C
001111 ENT IWO CONCRETE, (1) PER AI161E
114 S.Y.S.
NME
ATM. NIG1E
1/4' moNIS r 1@I.
MOW NO COTCRETE
ANCHOR TYPE "C"
KW. �.
�4EA NM
1• BY OR 2'LTfKIM
BY MIME
4
2.x ,sr umE
14 SNLS 1 1/r MIN. wow
INTO WOOD OR 1/4' TAPCON6 1 1/4' NB4.
amanar INTO OOORENE, (2) PER AISLE
TO OR r W630
BY
1/2'
1 1/2'
NOTE:
1- SUWON CONRECDOS SIOMN ON TH5
SHEET ME APPUCABLE TO =CAL OR
TIORSONTO ouzo.
2- WOOD BlOC BY OTHERS MUST N PNPERLY
MOORED TO MASER MO TO 1111 STRUCIURE
NO TO BE MEM BY 13111060 WO
NOTE **
PROVIDE 2 1/2" MAN. DISTANCE TO EDGE
OF IN ANY DIRECTION
DETAIL OF ATTACDMENT TO PRECAST SILL
4
4'
116
ro
nor
55 /8''L� MIAOW
ONO MUSA
14 NII.S.
2) EA Nn,LE
14 SNS. 1 1/r ION, EMCEEMENT
INTO MOOD OR 1/4' TAPCONS 1 1/4' MR
MOWN INTO CONCRETE, (2) PER NW
1/4' T 1 1/
INTO CONCRETE.
(2) PER MALE
4'
v
1/r
1 1/2'
n
1/4' WOKS 1 1/4' N®i.
EMINENT INTO CONCRETE.
(2) PER MOLE
n
Sunshine Valois
Inc.
1745 W. >se �
5118
Dd
1 460
w
Dim RF
Doty 9-30-05
soul/.
RdYau
mew Na
iW -01 -07
ISHEET
5 OF 7
Pl03DYCr'REVISED
�dePW a
sonotrl4W
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r/� 'ii..a-
_ 11 % IW
0
t/
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FROM° 115601511511
FLORA PC / 51]03
Sunshine Valois
Inc.
1745 W. >se �
5118
Dd
1 460
w
Dim RF
Doty 9-30-05
soul/.
RdYau
mew Na
iW -01 -07
ISHEET
5 OF 7
ANCHOR TYPE "A"
N.W. V OW
4 BY OTfIE S BY W000
4
WM. V CLIP
ANCHOR TYPE "B"
ANCHOR TYPE "C"
4 BY CD BY WOOD 4 eY BY WOOD
4
1'xrOR r 1'83',1'x4'
3'x3 "FLM.TULE i d rx4'ORrxS'AUBI.TUBE
1 5/r LiONGGFFOR r MULLION
2 5/8' LONG FOR r MuLION
4
/ 14 S.YS. 1 1/4• MIN. EINEW®R
MET ROOD OR 1/4' TAROTS 11/4' 1®i.
ENGEO►IFIiT 11110 CONCIEIE. (1) PER LEG
1' VTORr8YRO00
BY 0082$
/44 SALS. 1 1/4' YIN. MUM
INTO WOOD OR 1/4' TWCONS 1 1/4' IEIL
EYBEDIINT NTO WOVE (I) PER LEG
4,
V OR
2 LONG 3' YUWON
35/B' LONG FOR 4'WILTON
5 5/8' LONG Four hut=
•
MLA GP
1'X4', x4'
OR 2' X r ALIBI. 11EE
/ 14 S.Y.S. 1 1/4' LEL MOMENT
IMO NCO OR mow INTO 1/4'
WYCRETE. (2) PR LEO
BY OTHERS • BY WDOp
4
4..
1/4" TOWNS 1 1/4' IRY.
ELEMENT INTO ATE.
(2) PER LEG
MAME If CUP
3 LONG FOR 4' OMAN
5 5/5' LONG FOR 5' ExMON
/ 14 SAS. 1 1/4' rim. name MN.
ENBEIME T NTO /CENCROE. (2) PER
NOTE:
1- MULLION CONNECTIONS MEET ON 112$
MEET ME APFtCOLE HORIZONTAL MULLIONS. ID VER1xIL OR
2- WOOD BUCK BY OTHERS MINI' BE PRCPEBLY
MOOTED TO TWEET LORD TO THE SIRUCRIRE
AND TO BE MUD BY eacha WEEK
NOTE **
PROVIDE 2 1/2' � DAN TO EDGE
DETAIL OF ATTACHMENT TO PRECAST SID.
4
i 1
1/4' TAPCOUS 1 1/4' MN.
MONDE INTO CONCRETE
(2) PER LEG
Sunshine Moos
Wanufechuino, Inc.
1743 W. 33,0 .F.3,1911
Plu
113
al
BOO
gal
O
3
eK RF
Nes 9-30 —OS
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6 OF 7
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/
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Wanufechuino, Inc.
1743 W. 33,0 .F.3,1911
Plu
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Nes 9-30 —OS
soot 1/2' °1 ".
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1 -07
SHEET
6 OF 7
SECTION A A
.75"
ALUMINUM "U" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES
DETAILS OF MULLION TO MULLION CONNECTIONS
FOR 1" WIDE TUBES
Sunshine Windows
Mondaluring, Inc.
isnwstv
Ptu
»s
Dean s„ RF
oow 9 -30 -05
scam 112 "
SWNal
01 —07
SHEET
7 OF 7
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%„s��,
/i
�
.� �
Ali,
/-.0 -4—
Sunshine Windows
Mondaluring, Inc.
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scam 112 "
SWNal
01 —07
SHEET
7 OF 7
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 West 33`I 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 MiamiDDade 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 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
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. FTL -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.I.", approved on
04/24/08 and expiring on 04/24/13.
E -2
•
Jaime D. Gaston, P. .
Chief, Product Control Division
NOA No. 09- 1217.05
Expiration Date: April 24, 2013
Approval Date: March 24, 2010
II ' II
IMPACT GLASS
-- JL - -JL --
DESIGN PRESSURE CHART -POP
8ER®5 -2000 ALUMINUM
SINGLE HUNG IMPACT RESISTANT WINDOW
DIMENSION SCHEDULE PYFBSDII&NP6F
WIDTH HEIGHT say PER JAMB EST. D
19 1/8' 3 90.0 90.0
26 1/2' 3 90.0 90.0
37'
211- 4 3 90.0 90.0
53 1/8' 6 75.0 75.0
19 1 /8' 3 90.0 90.0
26 1/2' 3�, 3 4 00.0 90.0
37' 4 90.0 00.0
53 1/8' 6 75.0 75.0
19 1/8' 3 90.0 90.0
26 1 /2' 5/8' 3 6 90.0 90.0
37' 4 90.0 90.0
53 1/8" 6 75.0 75.0
19 1/6' 3 75.0 75.0
28 1/2' �, 3 7 75.0 75.0
37' 4 75.0 75.0
53 1/8' 6 75.0 75.0
19 1/8' 3 75.0 75.0
28 1/2' 3 75.0 75.0
37' 74 1/4' 4 8 75.0 75.0
53 1/8' 6 75.0 75.0
2 1/2' MIN. 2 1/2' MIN.
DETAIL Al
ATTACHMENT TO MASONRY
GLAZING DETAIL
o.oBO' DUPONT BUTACRE PVB
WPC& ANCHORS
1/4' TAPCONS 1 1/4 MW. EMBEDMENT
INTO WISO WY THROUGH 1' BY WOOD BUCK
(FOR WUL ANCHOR SPACING AND NUMBER
OF ANCHORS REFER 10 SHEET 1 OF 8)
TYPICAL AIIORS
TYPICAL ANCHORS
1/4' SOS I .1/2" 18N. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 8)
2' BY WOOD BUOC
DETAIL A2
ATTACHMENT TO WOOD
DETAIL A3
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL OR ALUMINUM 1/8' MW. THICKNESS)
TYPICAL HEAD SECTIONS
IMPACT RESISTANT WINDOW
4
PRODIK.TRBV68D
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BuiMing C444 Amapa ix No .21 •iD1°.J�
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12$.0(
FRANCISCO HERNANDEZ
FLORIDA PE / 51393
on„,,, R: RF
Oda
S N 1 *�1
MallIaq 12 -8-09
MO.
SH08 -04
SHEET
2 OF 6
TYPICAL ANCHORS
1/4' TAPOCNS 1 1/4' MN. EWIENT
INTO MASONRY
(FOR MAX. ANCHOR SPACING MD NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL CI
ATTACHMENT TO PRECAST SILL
1/4' EMS I 1/r MN. PENETRATION IMO WOOD.
(FOR MAX. ANCHOR SPACING MD NUMBER
OF ANCHORS REFER To SWEET 1 OF 6)
DETAIL C3
ATTACHMENT TO WOOD
2 1/2' A11N.
3 /4' IWL NON-SHRNit GROUT
OR 1' BY MOB BUCK
TYPICAL ANCHORS
1/4' TAPCONS 1 1/4- MN. EMBEDMENT
INTO MASONRY THROUGH 1• BY WOOD BUCK
OR NON SHRINK NON METALLIC GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL C2
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING MD NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL C4
ATTACHMENT TO METAL STRUCTURE
(STEEL OR AU$M WN 1/8' 16N. 1WGOIEss)
TYPICAL SILL SECTION$
IMPACT RESISTANT WINDOW
PRODUCT REVISED
.. mmplyms ./WI 16. Flodm
BuIldlag Coda
No ! 011
jr, LO
12-$ -o°L
FRANCISCO HERNANDEZ
FLORIDA PE 0 51393
0
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om„ RK RF
ON. SiS12,42.
Bede 1/2%.1
IAsIOm 12 -8-09
RMdau
SH08 -05
SHEET
3 OF 6
TYPICAL ANCHORS
r BY WOOD DU=
TANCAL ANCHORS
1/4' SMS 1 I/2 MDL PENETRATION PRO WOOD.
(FOR MAX ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET I OF 6)
DETAIL D2
ATTACHMENT TO WOOD
TYPICAL ANCHORS
T/4' SMS THROUGH METAL
(FOR MAIL ANCHOR SPACTNO AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL YAWS FOR JAMBS, HEAD AND 56.1.
DETAIL DI
ATTACHMENT TO MASONRY
ATTACHMENT TO MULLION DETAIL
TYPICAL. T MB SECTIONS
IMPACT RESISTANT WINDOW
TYPICAL ANCHORS
SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET I OF 6)
DETAIL D3
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUMINUM i/6• NN. THICKNESS)
PRODUCT REVISED
suntutiamm she ands.
Asemperoce N° 10
D.oe
I ¢_ S_oci
FRANCISCO HERNANDEZ
FLORIDA PE d 51393
II
D n5 RF
DM
8..42 1/2 -1
Rw4iw12 -6-09
Realm
S 08 -06
SHEET
4 OF 6
VERTICAL SECTION
WINDOW WIDTH
(SEE DETAILS
D+. 02 AND 03
ON SHEET 4 OF 6)
HORIZONTAL SECTION
VERTICAL SECTION
WITH TOP LOCK
IMPACT RESISTANT WINDOW
112-10-01
FRANCISCO HERNANDEZ
FLORIDA PE 51393
0
0
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W
0
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MOW ND.
SH08 -02
SHEET
5 OF 6
1312:.
0.612
FRAME HEAD
6063 -15
PALTCI
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2.
MATERIAL
1
730
2!(
1.230
-
0.790.
GLA I5 101 BEAT
6063-16
MEETING RAIL
8083 -15
2127
f
0.002
2.314
0937 i-
3
1.623 --1
2000
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1.675
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.
0.612 I-
TOP RAIL
SW-017
5083 -15
2.070 —4
FRAME SRL
55-52101
6063 -15
-
2.375
FRAME JAMB
56-011
0063 -15
2.750
I.--
SASH
1.090
I
1.000
BOTTOM
6063 15
--i
o.092
RAIL
1.000
JI.. o
SASH
SI-012
BO67
0.592
6050
.6to 1--
SIDE RAIL
-T5
0.1670
6719 .1324
SASH BOTTOM PAIL
PLASM IOCLTAL 74300
SW-43353
MATERIAL LIST
m611
PALTCI
RBQA
DEWMPT1022
MATERIAL
1
5M -014
1
FRAME HEAD
6063 -15
2
58/52101
1
FRAME SILL
6063 -15
3
SW -011
2
FRAME JAMB
6063 -15
4
5540111
1
WEE MS RAIL
6083 -15
5
55 -017
1
SASH TOP RAIL
5063 -15
6
5543385
1
SASH 8012051 RNL
8063 -18
7
5582028
2
SASH CAM
NYLON
8
SW-012
2
SASH SIDE RAIL
6063 -15
9
S5-AS
AS REO
ASSEMBLY SCREWS
/ 8X1' PH PHBWP CRS
10
9Y8202A
4/YENT
FACE GUIDES
NYLON
11
51243353
MEW
LATCH BOTTOM RAIL
PUIS1IC
12
551820
AS ROD
SEAL PILE
FELT
13
5213257
AS ROD
WEATHER 5TRP BIAS
WAIL.
14
-
AS ROD
SILICONE
DC- 899/GE -1200
15
5065101
AS ROD
G AZIG BEAD
6063 -TB
16
55540
2
SPIRAL BALANCE
ALUMINUM
17
55 -681
2/VENT
LATCH
2WC
18
553082
AS ROO
WEARIER STRIP BULB
W YL
IMPACT RESISTANT WINDOW
PRODUCTREVISED
To 1Z -
Amcpoos I A
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I Iv v4
.0 01
FLORIDA PE 393
Sunsfine Wows
Manufacturing, Inc.
1745 5..594 PRA.
*Ark RAH 37012
Pon (303)304-0052
Fmc(3033128 -6115
MOMS ea
S8 -03
SHEET
6 OF 6
F:101 Project Files1Miami Windows & Glass (MIAMI)12012112- MIAMI -01 Sanyan Residence - DP & NOM 12-MIAMI-01_01a Sanyan Residence - DP & NOA.dwg
01/19/2012 - 10:59am
SITE SPECIFIC FLOOR PLAN:
SCALE: N.T.S.
XT ZONE 5
EXT ZONE 5
EXT ZONE 5 EXT ZONE 5
BLDG DEPT
SUBJECT (0 CGMPUANCE WTTH ALL FEDERAL
STATE ANU CC UN'I( HOLES AND REGULATIONS
EXT ZONE 5
FLOOR PLAN AND UNIT LAYOUT
DESIGN NOTES:
2007 FLORIDA BUILDING CODE ASCE 7 -05
V =146 MPH (3 SECOND GUST), EXPOSURE 'C', ENCLOSED STRUCTURE
I =1.0, Kd =0.85, Kzt =1.0, Kz =TABLE 6.5
qh = 0.00256 *Kz *Kzt *Kd *V *V *I
P = qh ((GCp)- (GCpl)), GCpI = +/ -0.18
MRH =20, EXT ZONE 5 AS NOTED
PRESSURES: NOTED BELOW
INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS
FRANK L BENNARDO, P�
9
GENERAL NOTES:
1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE- SPECIFIC DESIGN PRESSURES FOR THE
REFERENCED STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED /NON- GLAZED
PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR
IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR
COMPONENT USED ALONG WITH THESE PRESSURES UNLESS PRODUCT AND APPROVAL
INFORMATION IS SPECIFICALLY REFERENCED AND ADDRESSED HEREIN.
2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS
REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR
AND THE LOCAL BUILDING OFFICIAL.
3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY
THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. IF ANY DEFICIENCIES ARE FOUND IN
THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING
CONSTRUCTION AND RESERVES THE RIGHT TO RE- INSPECT AND RE- EVALUATE DESIGN. NO
WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. SINCE IT IS NOT PRUDENT TO
PERFORM DESTRUCTIVE TESTING AT THIS TIME, THE CONTRACTOR SHALL VERIFY DURING
CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN
CONFORMANCE WITH THE INTENT OF THE PRODUCT APPROVAL BEING UTILIZED WHICH MUST BE
SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL NOTIFY THIS ENGINEER IF ANY
DEFICIENCIES OR ABNORMALITIES ARE OBSERVED. USE OF THIS DOCUMENT CONSTITUTES
ACCEPTANCE OF THESE TERMS.
4. SYSTEMS SHALL BE AS NOTED HEREIN. ALL REFERENCES TO EXTRUSIONS & INSTALLATION SHALL
CONFORM TO THAT OF MANUFACTURER'S SPECIFICATIONS AS SUMMARIZED HEREIN.
5. PER FBC 2510.8, ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SHALL BE
SEALED WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C 920 CLASS 25 GRADE NS OR
GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, AND ASTM C1281 OR AAMA 812 FOR
THE TYPE OF SEALANT TO BE SELECTED WHICH IS OUTSIDE THE SCOPE OF THIS CERTIFICATION.
6. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY
MAY VARY SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE
ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO
INSTALLATION.
7. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS
SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL
COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED
FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
8. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS
BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT
BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR
MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING
EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON
DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD
CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
9. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS
ARE INTENDED.
* ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND
INVALIDATE OUR CERTIFICATION *
DESIGN INFORMATION:
MARK
QTY
W x H (in.)
DESIGN
PRESSURE (psf)
PRODUCT
APPROVAL #
PRODUCT MODEL
MULLION
APPROVAL #
MULLION
SIZE (in.)
1
(1)
74 x 63
+41.79 / -53.45
09- 1217.04
SWM SERIES 1650 HR
N/A
N/A
2
(1)
31 x 78
+43.68 / -57.25
10- 0322.11
SWM SERIES 2001 8'0°
OUTSWING FD
N/A
N/A
3
(2)
94 x 50
+41.76 / -53.41
08- 0820.12
SWM SERIES 1650 HR (XOX)
06- 0214.02
1 x 4 x 0.50
4
(1)
94 x 50
+41.76 / -53.41
08- 0820.12
SWM SERIES 1650 HR (XOX)
N/A
N/A
5
(1)
19 x 39
+45.18 / -60.24
09- 1217.05
SWM SERIES 2000 SH
N/A
N/A
DRAWING NOTES:
• ALTERATION LEVEL: THIS SHEET IS INTENDED FOR USE IN PROTECTS WITH LEVEL OF ALTERATION 1 ONLY. IF LEVEL OF ALTERATION IS DIFFERENT, THIS
ENGINEER SHALL BE CONTACTED FOR ADDITIONAL CERTIFICATION.
• DOOR DESIGNATIONS: ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 42° HIGH APPROVED GUARDS WHICH SHALL NOT
$E MODIFIED.
• SILL HEIGHTS: WINDOWS MUST HAVE MINIMUM SILL HEIGHT OF 24 INCHES. OPERABLE WINDOWS WITH SILL HEIGHTS LOWER THAN 42 INCHES THAT DO
NOT OPEN TO A BALCONY AREA WITH AN APPROVED GUARDRAIL SHALL BE EQUIPPED WITH A PERMANENT BLOCKER WHICH PROHIBITS THE WINDOW FROM
OPENING TO WHICH A 4" SPHERE CAN PASS THROUGH AT ANY POINT BELOW 36" (EXCEPT FOR RESCUE WINDOWS WHICH IN THE EVENT OF AN EMERGENCY
THE BLOCKER MUST BE REMOVABLE, PER FBC 1026.4). WINDOWS WITH THIS CONFIGURATION SHALL ALSO HAVE SEPARATE CERTIFICATION CONFORMING
TO FBC. 1618.4.6 FOR SAFEGUARDS WHICH IS NOT INCLUDED IN THIS DOCUMENT.
• WHEN APPLICABLE, WIND PRESSURE INFORMATION FOR LISTED SHUTTER PRODUCTS HAVE BEEN CALCULATED USING WIDTH = HEIGHT/ 3 (EFFECIVE AREA n H•H/3)
0
z
11®
W�
Ww
z
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W�
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MIAMI WINDOWS & GLASS
Lu
LU
0
N
0
U
W
z
0
0
1
LA
COPYRIGHT FRANK L BENNARDO P.E.
12- MIAMI -01
SCALED N.T.S. X01
PAGE DESCRIPTION!
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