WS-13-1963(L_
Qualifier Name:
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) 7624949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: "11 N E 1 0 Stveszt
City: Miami Shores
Folio/Parcel#:
FBC 20
Permit No.
Master Permit No.
County: . Miami Dade
ROOFING
Zip: e3R I co I
Is the Banding Historkxgy Designated: Yes
NO Flood Zone: 00
OWNER: Name (Fee Simple Titleholder): � Vld i eari phi
Address: LI Ct NE- 1 l 0 St
City: tf'1 taw.I t S hove s
Tenant/LesseeName: N 14
Email RI ae t: .c‘23 o . --- ins
CONTRACTOR: Company Name:
Address:
City: State:
Zip:
Phone#:
State: EL
State Certification or Registration #: Certificate of Competency #:
ContactFliorielk` Email Address:
DESIGNEi: Xrc}iitect/Engineer.
Zip: 33
Phone#: ? n;
CANcLED.,�..
Phone#:
Value of Work for this Permit: $ �e , 006
Square/linear.Footage of Work:
Type of Work: OAddition OAlteration
9Rvair/Replace °Demoli ion
Description of Work: 1, LI lA)1 y c30 s( K Ce 1 at--6W
Color 1:
**************...«******************« :« : *«**********************************a«
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ ...Radon Fee $ 'DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 1 1 co ' 50
f Bonding Company's Name (if applicable)
� 1
Bonding Company's Address
City c State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS:: FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
d„ r LL
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 permitwith an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commnencement 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
r"
Owner or Agent
Signature
Contractor
The foregoing instrument was acknowledged before me this / 2 The foregoing instrument was acknowledged before me this
day of Ick4a, 20 .a, by CAO ' E (i he ‘ day of , 20 _, by
who is personally known to me or -Who has produced who is personally known to me or who has:produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
NOTARY PUBLIC:
Sign: l owi.d.tit.-
Print: e d,
My Commission Expires:
d✓t
J,S
***********************«***
APPROVED BY
Sign:
Print:
My Commission Expires:
************************************************************
Plans Examiner
Structural Review
Zoning
aerk
(Revised 3n 2/2012)(Revised 07/10/07)(Revised 06/10t2009)(Revised 3/15109)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shoes, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
`OWNER BUILDER DISCLOSURE STATEME T
NAME: Oanc) t Rv c /1 uf� . DATE: T 1413
ADDRESS: Li GI NE 1/ 0 Sfi--, M i c.vri I S kc i f Ft- 3 1( I
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 appear in person to complete ail 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 buildingtmust be for"yourown use and
occupancy. It maynot b'e built for sale orlease: If you sell or lease a building you' have built yourself withirroneyear after the
constriction ittbnipletC 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 prescribedby law. Your 'construction must comply with all applicable laws;`ordinances,
buildings codes and zoning regulations. `
Please read and initial each paragraph.
1. 1 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. 6/<
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.
Initial
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. t also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on
permits arid contracts.
Initial t7.%<
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.
Initial V\
5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial C".-
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 permitthaf
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner-builder,:may beheld
liable and subjected to serous financial risk for any injuries sustained by an unlicensed person or his of employees while
working'on my property. My homeowners insurance may not provide coverage for those injures. I am willfully, actirig,as an.
owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial_ ei<
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 rimy building who is not licensed must work under my direct supervision
and must be employed by me, which meansthet 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 CY
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 thatthe
Construction must coni ly with all applicable laws, ordinances,building codes, and zoning regulations. ,y
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://mvw.mvfloridalicense.com/dbor/pro/cilb/index.html
Initial = d.
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:
Initial C./
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inforration that I
have provided on this disclosure. ' 0�
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 itivil 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 contractor's 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 ttie local permitting agency responsible for issuing the permit. A copy of the property owner's -driver license, the
notarized sionatuie-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 I' - day of A-05 �S r 20 r 3
°(-12
By �1i�1who wasYpersonally known to me or who has
Produced there License or as identification.
\\\P \enis \\�III11111111////////i
,�
,J. •ef /13�s n .:
F 10R0 ��``
/////I/11111111j11"
�1
111111111111111111111111111111111111111111111
itn
513 - Iqt3
Prepared by and return to:
Stephanie Granda
Attorney at Law
Law Offices of Granda & Associates, P.A.
9370 S.W. 72 Street Suite A-212
Miami, FL 33173
305-595-4011
File Number: 1170
Will Cali No.:
Parcel Identification No. 11-2136-004-0270
(Space Above'1his Line For Recording
Data!
CFN 2013R0315843
OR Bk 28594 P9s 1752 - 1753; (2P9s)
RECORDED 04/23/2013 07:43:37
DEED DOC TAX 1,560.00
HARVEY RUVIN, CLERK OF COURT
MIAMI-DADE COUNTY, FLORIDA
Warranty Deed
(STATUTORY FORM - SECTION 689.02. F.S.)
This Indenture made this 3rd day of April, 2013 between Carlos Nunez, a single man whose post office
address is 146 Ave. Sartain Ana, Apt. 704, Guaynabo, PR 00969 of the County of Guaynabo, State of Puerto
Rico, grantor*, and Candita A Rodriguez, a single %vomnn whose post office address is 780 NE 69 Street , #706,
Miami, FL 33138 of the County of Miami -Dade, State of Florida, grantee*,
Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($I0.00) and
other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby
acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the
following described land, situate, lying and being in Miami -Dade County, Florida, to -wit:
Lot 28, Block 1, College Heights, according to the pint thereof as recorded in Pint Book 42,
Page(s) 8,1'ublic Records of Miami -Dade County, Florida.
Parcel Identification No. 1 1-2136-004-0270
and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all
persons whomsoever.
" "Grantor' and "Grantee" are ured for singular or p'.ura!, as context requires.
In Witness Whereof, grantor has hereunto set grantor's hand lid sea le day and year first above written.
Signed, sealed and delivered in our presence:
_ v
.Ja ante: Ja.Dso•r 0 • Ma�sohG4'
Witness Name: 1� �s PeLaeY d�
Carlos Nunez
(Seal)
Double -Time')
RAIVAIS ENGINEERING, INC.
2100 W 76 Street, Hialeah, Florida 33016 FLORIDA
Robert S. Monsour, P.E. FI # 11955 / 0006024
Kd=.85
BUILDING CODE, 2010
ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE
Interior & Exterior Zones (4&5 - Walis) Positive Pressures
Exposure C For the 175 mph Wind Zone
CATEGORY 2
Height
(Maximum)
Effective Wind Area (or, Tributary Area)
in Square Feet .
L101
20
30
40
50
60
1.00_,_
0.95
0.92
0.89
0.88
0.86
15
f 40.4,E
38.5
37.5
36.7
36.1
35.7
20
42.7 ...
'40.8
39.7
38.9
38.3
37.8
25
44.6
42.6
41.5
40.6
40.0
39.4
30
46.5
44.4
43.2
42.3 ;
41.7
41:1
40
. 49.4
47.2
45.9
44.9
44.2
43.6
50
51.8 '
49.4
48.1
47.1
46.4
45.7 "
60
53.7
51.2
49.8
48.8
48.1
47.4
Interior Zone (4 - Walis) Negative Pressures
Exposure C . For the 175 mph Wind Zone
CATEGORY 2
Height`
(Maximum)
Effective Wind Area (or, Tributary Area)
in Square Feet
10
20
30
40
50
60
-1.10
-1.05
-1.02
-0.99
-0.98
-0.96
1'5
-43.8
-42.0
-40.9
-40.2
-39.6
-39.1
20
-46.4
-44.4
-43.3
-42.5
-41.9
-41.4
25
-48.4
-46.4
-45.2
-44.4
-43.8
-43.2
30
-50.5
-48.4 '
-47.2
-46.3
-45.6
-45.1
40
-53.6
-51.4
-50.1
-49.1
-48.4
-47.8
50
-56.2
-53.8
-52.5
-51.5
-50.7
-50.1
60 `s
-58.2
-55.8
-54.4
-53.4
-52.6
-52.0
Exterior Zones (5 -Walls) Negative Pressures
Exposure C For the 175 mph Wind Zone
CATEGORY 2
Height
(Maximum)
Effective Wind Area (or, Tributary Area)
in Square Feet
10
20
30
40
50
60
-1.40
-1.29
-1.23
-1.19
.
-1.15 .
-1.13
15
-54.1
-50.4
-48.3
-46.8
-45.6
-44.7
20
-57.2
-53.4
-51.1
-49.5
-48.3
-47.3
25
-59.8
-55.8
-53.4
-51.7
-50.4
_ -49.4
30
-62.3
-58.1
-55.7
-53.9
-52.6
- -51.5-
40
-66.1
-61.7
-59.1
-57.2
-55.8
-54..+
- -r'i c
50
-69.3
-64.7
-61.9
-60.0
-58.5
60
-71.9
-67.0
-64.2
-62.2
-60.6
�i:.s;
Length of End Zone (a): 10% of least horizontal dimension or .
but not Tess than 4% of least horizontal dimension or 3 ft.'(h =
h, whichev
can roof tie
olar,
in feet).
NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 W. 33" 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 and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.minmidadc.eov/pe•a
DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding
Window (XO) impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision # 1 dated
03/05/12, 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 Section.
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,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising qr 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 # 09-1217.04 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. 12-0320.06
Expiration Date: April 10, 2018
Approval Date: May 17, 2012
Page 1
Sunshine Windows Manufacturing. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 revision
#1 dated 03/05/12, 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 an 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 an 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)
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.
(Submitted under previous NOAff09-1217.04)
2. Glazing complies with ASTM E1300-04
D, QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
Manuel ' er P.E.
Product Contro miner
NOA No. 12-0320.06
Expiration Date: April 10, 2018
Approval Date: May 17, 2012
E-1
Sunshine Windows Manufacturini, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.L DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E.
G, OTHER
1. Notice of Acceptance No. 09-1217.04, issued to Sunshine Windows Manufacturing,
Inc. for their Series 1650 Aluminum Horizontal Sliding Window — L.M.I., approved
on 02/03/10 and expiring on 04/10/13.
maxim! P e .E.
Product Control Cr
NOA No. 12-0320.06
Expiration Date: April 10, 2018
Approval Date: May 17, 2012
E - 2
DESIGN PRESSURES CHART - PSF
HEAT STRENGTHENED LAMINATED IMPACT
RESISTA
T GLASS
WINDOW
ANCHOR
NORMANS PROCTECTiON
DIMENSION
SCHEDULE
m mar Ramuliutb
MIR
HEIONT
PER
pER
I 5/4. ELI,
3° SILL
HEAD*
JAMEI
Exr.
eff.
EXT.
M.
22 1/2'
4
53,33
120.00
80.00
120,00
37"
5
53,33
120.00
80.00
120.00
63 VW
8
53.33
119.30
80.00
119.3
74'
8
53.33
90.00
80.00
80.00
26 I/O"
4.
53,33
120.0
80,00
120.00
1
t sr
5
53.33
120,0
80,00
120.00
36 3/6.
8
53.33
95,50
80.00
95.50
a
63 1/11.
re
6
53.33
78.90
78.90
78.90
37'
5
53.33
104,70
80.00
104.70
t
03 IN
Do BA'
6
6
53.33
88,40
80,00
88.40
8
53-33
67.30
67.30
67.30
5
53,33
88.20
80.00
88,20
53 IN
sr
6
7
53.33
75.00
75.00
75.00
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
46' -
24'
8
3
53.33
120.0
50.00
120.0
60'
7
53.33
120.00
80.00
120,0
72" :
a
53.33
9000
80,00
90.00
24'
3
,-...-...,.-
53,33
120.00
80.00
120.0
38.
4
53.33.
120,00
80.00
120.0
, 46'
36'
r...----
6
4
53.33
120.00
80.00
120,0
I60'
7
53.33
99,90
80.00
90.80
72'
8
53,33
88.60
80.00
88.60
1
3•"
4
53,33
100.40
80.00
100.40
46"
6
53,33
83.90
60,00
93.90
46'
6
7
53,33
87.00
80.00
87,00
60"
72'
8
53,33
74.30
74.30
74.30
38"
4
53.33
80.00
80,00
80,00
46'
sr
'6
7
53.33
87.00
80.0
87.00
7
53,33
83.40
80.0
63,40
ace
72'
8
53,33
0.80
67.80
67.80
10"
TYPICAL ELEVATION (X0)
FALSE MUNTINS (SURFACE APPLIED)
MAY SE USED
MINER AI, NOM
I .-- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC.
2,- CONFIGURATIONS oX AND xo.
3. SHUTTERS ARE NOT REQUIRED,
FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE -REFER .TO DESIGN PRESSURES CHART.
FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH T BY USE 1/4" DIAM. LILIAOON BY ELCO
WITFI FOR oirroVilv'ffirsVorl.E2DIjairorINA0SiNtrc5aItclORNUrAlaz 0000 VTANCCOE.
WITH 1 1/2 MIN. EMBEDMENT INTO WOOD ANO 1 MIN. EDGE DISTANcE.
FOR ATTACHMENT INTO METAL, USE 1/4`. DIAM, GRADE 5 SHEET METAL SCREWS,
WITH MIN, EDGE ,DISTANCE.
6.- CONCRETE STRENGTH. re.3,21:10 pal MIN., CMII PER ASTM 090, FILLED CMU Invo2,000 pal MIN.
7,- USE NON SHRINK NON METALLIC -GROUT 3 NSI MIN, AS REQUIRED.
8.- WOOD HOST STRUCTURE SHAU. 00 "SOUTHERN YELLOW PINE' 0- 0,55 OR GREATER DENSITY.
D.- THE THICKNESS Of THE STEEL/ALUMINUM HOST 'STRUCTURE SHALL BE NO LESS THAN qa",
ALUMINUMSHALL RE 8063-48. STEEL SHALL BE' F7" 36 KSI 2.0N.
10.- WOOD SUCKS BY OTHERS) SHALL SE PROPERLY ATTACHED TO TRANSFER CIAZING SYSTEM LOADS
TO THE, STRUCTURE AND SHALL BE APPROVFMST BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION..
I I.-- ALUMINUM IN CONTACT WITH DISSIMILAR WERIALS SHALL BE PROTECTED OFF OTHERS)
AS SPECIFIED IN SECTION 2003,8,4 OF THE 2010
°LASS:
0,340' OVERALL LAMINATED GLASS USING TWO LITES
0,125" HEAT STRENGTHENED GLASS WITH A 0090' INTERUWER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF CLASS.
LAMINATED BY TECNOGLASS.
tis
Sunnhine Windom
Manufacturing, Inc.
1745 W. 3.3r5 Pion
111014o11. Plorkla 53312
Phi p010384-6062
exi(5013)821-5111
6
PRODUCT R6V168D
81ear:4,00as yAtil 48448046
Code ,
ACCIPliVID$ 1401 • V • 0,6
imion Data
14
--.140,1pz
FRANCISCO HERNAN0F2
FLORII)A‘ • PE # 51395
DRAWING No.
HS013 - 01
DATE 03-14-08
SCALE; 1/3"'1`
stinEr 4 or 7
•
DESIGN PRESSURES CHART - PSF
HEAT STRENOTHENED LAMINATED IMPACT
RESISTANT GLASS
WINDOW
ANC TOR
HURSICANR PROQr6I:TTON
DIMENSION
SCHEDULE
Ia NOT REQUIRED
WIDTH
HEIGHT
PER
HEAD &
PER `
1 3/4' SILL
'_ 3" SILL
.. ..
SILL
JAY6
EXT.
r INT.
EXT.
HT.
74'
3e 3/iF
11
6
53,33
90.00
80,00
90.00
74"
30 5/e"
11
8
53.33
90.00
80.00
90.00
37'
- 6
53,33
90.00
80,00
90,00
t•,
531/e"
S3
8
9
53.33
90,00
80,00
90.00
74'
11
53,33
85,20
80,00
85,20
a1
72•
4E
11
7
53.33
90.00
90.00
90.00
.S
40"
7
53.33
90.00
80.00
90,00
G
00"
m"
9
9
53:33
00,00
80.00
90.00
x
71.
11
53,33
90,00
80,00
90,00
FALSE MUNTINS (SURFACE APPLIED)
MAY 8E USED
TYPICAL ELEVATION (KO)
GENERAL NOTES:
1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010'F'BC:
2,- CONFIOURAT10N5 07(:AND XO,
3,- SHUTTERS ARE NOT REQUIRED,
S.- FOR NUMBER OF -ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART,
5,- FOR ATTACHMENT INTO CONCRETE OR MAASONN]R'�Y/ WITH p 1 Ire USE RLAND S 1 /4" 1/2"DI 1, EDGE O NAENC ELCO
FOR A1TICFIr T iN10 2DBY-ORNWOODENCSTRUCT RENUSE-1/4 0(AM, ULTRACON BYELOO
WITH 1 1/2 MIN.EMBEDMENT INTO WOOD AND 1 : MIN, ,EDGE DISTANCE.
FOR ATTACHMENT INTO METAL USE 1/4" DLAM, GRADE D SHEET METAL SCREWS.
WTTH 1" MIN. EDGE DISTANCE.
6,- CONCRETE STRENGTH f'o-3,200 psi 'MIN., CMU PER ASTM C90 FILLED CMU fm-2;000 psi MtN.
7,- USE NON SHRINK NON METALLIC GROUT 3 HHSI MIN, AS REpIJIREO. •
8.- :W000 HOST:STRUCTURE "SOUTHERN YELLOW PINE" .G4 0.55 OR GREATER DENSITY,
9- THE T1IICKNESS,OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BENO LESS THAN 1/8".
ALUMINUM SHALL 8E 6063-T6. STEEL SHALL.BE Fy+ 36 K81 UN.
10.- WOOD BUCKS OTHERS)(BY.SHALL 8E PROPERLY ATTACHED TO TRANSFER OLAZINO SYSTEM. LOADS
TO THE STRUCTURE ANO HALL 13E APPROVE08Y BUILDING OFFICIAL -PRIOR TO WINDOW INSTALLATION:
11- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL 8E' PROTECTED (BY; OTHERS)
A5 SPECIFIE0 IN:SECTION .2003.8.4 OF THE 2010 FBO,
GLASS:
0 340 OVERALL LAMINATED GLASS USING TWO LITES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0,090"..INTERLAYER
FILM Di1P0YT 9UTACITE.PV9, BETWEEN THE TWO LITES OF GLASS.
LAMINATED BY TECNOOI,ASS,
Sunshine -Windows
Manufacturing, Inc.
1746 W. 33rd Plow
WNW.. !I Me 33011
Ph: (300)304-ee02
Fe.,(305)aue-6110
7A0L)IICTRSVISSO
anzi9I in6Lv93910Fblde
H.ildO� Cods
Aemplauw No i�%OSFt7•
E1pllrti.o 0.1.
Cy
Mi
FRANGISC,O . HERNANDEZ
FL,ORIDA• PE 51393
DRAWING No.
HS08-01
DATE: 03-14-08
SCALE: 1/2".1"
'SHEET 2 OF ;7
14
WINDOW WIDTH
HORIZONTAL SECTION
VERTICAL SECTION
WITH SILL RISER
VERTICAL SECTION
Sunshine l'Andows
Manufacturing, Inc.
1745 W. 33:41 Ploo:
Wolk F1or144 33011
Ph: (305)344-5952
Foo:(305)523-51111
nrionuct anima)
kotorre4 stems
Raclin OAP
AccoploPO4N0
WW1 Do15
Pr
Mien
8
F/SIDA' 1,21' 5itp03'
FRANCISCO HErANDEZ
44
14,1110
DRAWING No.
HS08 — 0 1
DATE: 03-14-00
SCALE' jj1":41:
SHEET 3 or 7
MATERIAL LIST
FIRM II
PART•
ABQD.
DSSLRPTION
MATERIAL
1
SW-010
1
FRAME HEAD
8083-T6
2
SW-010
1
FRAME SILL
8053-T5
3
SW*oo21
I
INSERT TRACK
8063-75
5 ..
SW-012 i
2
SLIDER T0P/0O7TOM RAIL
5043-75
6
SW3010
AS ROD
.. FIN SEAL PILE
FELT
8
SW321W ,
2
WHEEL
BRASS
8
.SW-017 'i
1
MOVING MEETING RAIL
11063-T8
10.I
SW40111
1
FIXED MEETING RAIL
8053-15
11
SW -AS ;
AS R0D
ASSEMBLY SCREWS
% 8 X 1' SMS,
12
SW-013:
1
JAMB TO MOVING PANEL
6063-T5
MATERIAL LIST
ITEM
PART•
RBQD,
DSS1R]PIION
MATERIAL
13
SW-015
1
MOVING SIDE RAL
8063-15
14
SW3257
AS ROD
WEATHER STRIP BULB
VINYL
15
SW-587
AS ROD
LATCH
2INC
•16
SW -SIG
2/SILL
RETICULATED FILTER
FOAM
17
SW40771
1
SS.L RISER
6063-18
18
SW-014
1
JAMB TO FIXED PANEL
8083-T5
10 ..
-
AS ROD
; SILICONE
PEC.-895 OR SRAM
20 -
SW-101
AS ROD
IMPACT 01A2N0 BEAD
8063-16
21
SW-STL._:
1
3/8• X 3/4' FLAT BAR
STEEL
22 ..
SW -AS
4
ASSEMBLY SCREWS
/ 8 X 2 1/2" SMS..
2.I2d
0.512 I
+
f 1164
I
1.876
MOVING
I
1,525
R
04112
MEETING
SW-017
6053-75
...
I--
MA.
0 05a
r o.Q.
1.250
1.
37
1., 0.3124
i4
I
ILMO
OLAZINa BEAD
60e3.T
606'3 TS
0.17
FRAME
- 2.077
JAMB TO MOVINO PANEL.
SW-013
6063-15
p�XEp *551110 RAIL
$WW401Tf.
6058-15
JAMB
TO FIXED
SW-014
6053-18
PANEL
0.078
T
11
'L
SILL
S606430-TD
3.
RISER
e2
i.00
t.o D
0
SLDER TOP AND
SW-012
8083-75
12,542
aae0
610
BOTTOM MIL
f.760-.
r11
0..062 :
Lena
MOVING.
, .i
1.0QQ0
SIDE
ggWW
A083
' -'-'
+^
RAIL
ffPRI
1.750
lini
�. I
INSERT TRACK
604 T21
FRAME
HEAD AND
SW-019
6063-13
SAL
iL€
Sunshine Windows
Manufacturing, Inc,
17451V. 33rd Mai
M.., Florida33017
Pot (300)384-0552
Faa:(305)e28-61 18.
PRODUCT REVISED.
ft cal tp1Y6+6 with lha.FINED •
Raiding Oak : .
Aoc)Xiiuoa H0_12,.'„'0'
6 ylroti0a13hea
fy.
7�1i-12,
FRANCISCO HERNANDEZ
FWRJQV' ETA I Atao3
a
DRAWING No.
HS08-01
DATE: 03-14-03
SCALE: 1/2'4.1'
SHEET 4 OF 7
it. th.TRAooR 1 iii.. Gio, EMSEDLIENT INTO MASONRY
THROUGH .1 SY.1,4000 MICK. .
EON .MAX: ANCHOR SPACINIYAND NUNEVER OF ANCHORS
REFER TO ELEVATIONS ARO OEtom PRESSURE CHARTS
. .. .
.ON SHEETS 1 Or 7 AND 2 OF 7)
TYPICAL FOR H.
I SY )4000 BUCK NY on4ERs.
MUST. BE PROPERLY AITACHED lo
OTAREFER'aRzwo SYSTEM Lobs
TO THE SIRLICRIRE. SHALL BE APPROVED
rn OUROINo &nova. PRIOR to
WINoCIN INSTALLAION.
DETAIL A
ATTACHMENT TO MASONRY
1/4" Sms EIRO4J0H METAL,
(FOR MAX. ANCHOR spicimo AND NUMBER
OF ANCHORS REFER TO ELEYACORB AND
DESIGN PRESSURE CHARTS ON SHEETS
1 OF T AND 2 OF 7).
TYPICAL HEAD,
DETAIL C
ATTACHMENT TO METAL STRUCTURE
(STEEL oR ALUM!. 1/8" MIN. THICKNESS)
DaTAEL
ATTACHMENTTO WOOD
DETAIL C I
ATTACHMENT TO MULLION
TYPICAL HEAD SECIIONS
/4' Sus ..THRouOH
(FOR MAR. ANCHOR SPACING ANO NUMBER
Of ANCHORS REFER 10 ELEVATIONS ANO
DESIGN PRESSURE CHARTS 0N SHEETS
I OF 4 ANt) 2 OF 4).
TYPICAL FOR HEAD,
MiAMI-DADE COUNTY ApRoVED
MULLION. (UNDER SEPARATE APPROVAL)
1/4" uLTRAOON 1 1/2"1II PENETRATION Nt0 vi000.
(FoR MAX.mom EFFOORT MID NUMBER OF ANC HORS
REFER TO ELEVATIONS M41) DESIGN PRESSURE CHAINS
ON SHEETS 1 OF 7 ARO 2 OF 7)
TYPICAL FOR HEAD,
2 BY w000 BUCK SY OTHERS.
MUST SE PROPERLY.ATTAcI4N) TO
TRANSFER SEATING SYSTEM LOADS
To THE STRUCTURE. SHALL SE APPROVED
BY 8UIL0212.0FficiAL PRIOR To
442400W INETAUATION,
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Plots
Nokah. Mae 33011
PPR (305)354-0352
Fam(305)0211-5115
r•I
PRoDucTsriviStin
11 Hamplyine'iviiblhaF/01111P
Dulldfogo
Aeceputod No 3
Int Dia
11
3-1a-la-
FRANCISCO Hr.RNiNDET
r1,9R10q 5.'403
1.-
OFtAWINO No.
HS08-01
DATE: OS-14-00
SCALE; 1/2"-i'
sniff caij-
2 1 /2' WEN. 2 1/2" LON.
1/4* ULTRACON 1 1/4* MIN. EMBEDMENT INTO MASONRY
(FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS
REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS
ON SHEETS 1 OF 7 AND 2 OF 7)
TYPICAL FOii ma ONLY.
ARTAILD
ATTACHMENT TO PRE -CAST SILL
1/4" SMS THROUGH METAL.
(FOR MAX. ANCHOR 5PAC1N2 AND NUNIENR
OF ANCHORS REFER TO ELEVATIONS 'AND
paw., PRESSURE CHANTS ON SHEETS
i • OF 7 AND. 2 OF 7).
ripiont.• FoR SILL.
DETAIL IO
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM. 1/21" MIN. THICKNESS)
3/4MAX. NON -SHRINK GROUT
OR 1' BY WOOD BUCK
2 1/2" ANN.
1/4' 111,TRACON 1 1/4' AI N. .DJBEOMENT
INTO MASONRY THROUGH * oy w000 BOCK
OR NON—SHR1NK' NON—METALLIG GROUT
(FOR MAX, 'ANCHOR "SPACING :ARO NUMBER
OF ANCHORS REFER 10 ELEVATIONS ANO
DESIGN 'PRESSURE CHARM ON SHEETS
1 OF '7 AND 2 'OF '7).
TYPICAL FOR SILL ONLY.
DBTAILE
ATTACHMENT TO MASONRY
MIAMI-DADE COUNT( APROVED
(UNJER SEPARATE APPROVAL)
711
1/ 4. PAS /MOON METAL,
OEOR MAX. ANCHOR IMMAN O D , NUMBER
AHOHOIS REFER TO ELEVATIONS ARP
MEN PRESSURE CHARTS ON SHEETS
1 OF 7 AND 2 OF 7),
TYPICAL FOR SLL.
DETAIL 1
ATTACHMENT TO MULLION
(MTEL OR ALUM. I /IT- RN TH:CKNESS)
TYPICAL SILL SECTIONS
2 BY WOOD BUCK BY OTHERS.
RUST BE PROPERLY ATTACHED TO
TRANSFER :GLAZING.. 5157474 LOADS
TO. THE • STRUCTURE. SHALL BE APPROVED
RY Buiump OFFICIAL PRIOR TO
WIRDE* INSIALW111:01:
VA" ULTOACON Pio. PENETRATION NTO WOOD.'
(FOR MAN. ANCHOR SPACING AND NIAIREIT
OF ANCHORS REFER. TO ELEYABENR AHD
OESION PRESSURE PORTS 04 SHEETS
1 BF 7 ANIS 2:OF 7).
TYPICAL FOR 'SILL. • •
DETA11,17
ATTACHMENT TO WOOD
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Moe.
Melfth, Floddo 33012
Ph: (aoe)364-ege2
Fow(305)41241-51111
0
g
0t
0
PRODUCT. REVISED
•14F.11101001142121INENF46,
NHINixE Code ..,-
.41.c.1114NN04or4,1+!0
Jixstildhet
107.
FRANCISCO HERNANDEZ
FLoRMA PE it IS 4p
A Li
DRAWING No.
HS08--01
DATE: 03-14-0B
SCALE: 1/2..1'
010 0.00 7
I/4!' MAX,
SHIM sprE
V 'kV
1/4TAPCONS 1 1/4" MIN. EMBEDMENT
INTO mAsoNKT THROUCfl 1" BY WCOO BUCK
OR NON SHRINK MON METAWC GROUT
(rOR MAX, ANCHOR SPACINO AND MINDER
Or ANCHORS REFER TO ELEVATIONS ANO
ODSION PRESSURE CHARTS ON SHEETS
OF 7 MD 2 OF 7),
TYPICAL FOR JAM8S.
DETAIL H
ATTACHMENT TO MASONRY
1/4. SMS THROUGH METAL .
PN MAX: ANCHOR SPACING AN9 NUMBER
OF. AncrooFes REFER TO ELEVATIONS. AND
DESION.,011ESSIIRE• CHARTS' ON SHEETS
I.' 7 *NO2-or 7);
raVAL: rafl MONIS.
MIAMI-DADE D. COUNTY ',PROVE.
ri MULLION. (UNDER SEPARATE APPROVAL)
ATTACHMENT TO MULLIONS DETAIL
2 BY..WOOD BUCK BY OTHERS.
mtisrFER DE PROPERLY ATTAONED To
TRANS.GLAZING.• starat..1,0ADS
To' TNE. STiluDILIPL. SHALL .n( APPROVED
SY BUILDINO OFFICIAL . PRIOR TO
YANCIOW; INSTALLATION.
1/ 4" MAX.
SHIM SPACE
1/4" ULTRACON MIN. PENETRATION Km WOOD.
FOR MAX, ANCHOR ADM AND NUMBER
or ANCHORS AMA to ELEVATIONS PAID •
DESIGN PRESSURE CHARTS ON SHEETS
1 OF 7 AND 2 OF 7).
TYPICAL FOR JAMBS.
MULL
ATTACHMENT ID WOOD
GLAZING DETAIL
-.1/17 SIAS THROUGH METAL
(FOR LOIOL ANCHOR SPACING AND NUMBER -
OF ANCHORS REFER TO ELEVATIONS AND
DESION PRESSURE' CHARTS ON SHEETS
1 OF 7 AND' S • OF. 7).
TYpICAL:FOR JAMBSi.
ORTAIL I
ATTACHMENT TO METAL STRUCTURE
(STEIL OR ALUM. 1/5" MIN. THICKNESS)
0.090" DUPONT BUIACITE PVB
'in-. HEAT
STRENGTHENED
3/8' GLASS BITE
(TIPiCAL) -
tie HET
STMNOTHOIED
SILICONE PECORA 598
OR SIMILAR
EWING: 0.340" OVERALL. LAMINATED GLASS USING TWO LITES OF
0.123" HEAT STRENDTHENED GLASS WITH A 0.000 INTERLAYER
FILM DUPONT BUTACITE PYB. BETWEEN THE TWO LITES OF GLASS.
LAMINATED Ere TEcmoDLAsS.
TYPICAL JAMB SECTIONS
Sunshine Modena
ikinutoeturing, Inc;
1746 W. 3.314 New
IldmA, Flo* 32011
(400)314-1002
no1000)EMS-81 IS
tr)
a
pRptilia
Oki 1.14irkte
IonIpUknimi
WOO Doi
rnmased lierintn
riztp*
• ,11,111,,
DRAWING N.
HS08-0 1
DATcia•ZILQ1*
SO.ALE:
SHEET 7 OF 7
•
- ,•
MIAM I: ADE
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 W. 33rd 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 and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ_ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA`
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "1650 (XOX)" Aluminum Horizontal Sliding Window-.L.M.I.
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.m is mi d ad e.gov/nera
APPROVAL DOCUMENT: Drawing No. HR08-02, titled "Series 1650 Aluminum Horizontal Sliding
Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, with revision 111 dated
03/09/12, 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 Section.
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,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been 'filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by .the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, thedit 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 # 08-0820.12 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. 12-0320.01
Expiration Date: August 19, 2013
Approval Date: May 17, 2012
Page 1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS •
1. Manufacturer's (lie drawings and sections.
2. Drawing No HR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window
(XOX) Impact Resistant Glass" Sheets 1 through 6 of 6, dated 07/21/08, with revision
#1 dated 03/09/12, 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 andinstallation diagram of an aluminum horizontal
sliding window with .34" laminated glass, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/07, signed and sealed by
Carlos Rionda, P.E. (Submitted under previous NOA#07-0810.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2004,
dated 07/15/08, prepared, signed and sealed by Francisco Hernandez, P.E.
(Submitted under previous NOA#08-0820.12)
2. Glazing; complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E.
G. OTHER
1. Notice of Acceptance No. 08-0820.12, issued to Sunshine Windows Manufacturing,
Inc. for their Series 1650 (OXO) Aluminum Horizontal Sliding Window — L.M.I.,
approved on 09/25/08 and expiring on 08/19/13.
Manuel P P.E.
Product Control finer
NOA No. 1-e32.0.01
Expiration Date: August 19, 2013
Approval Date: May 17, 2012
E-1
DESIGN PRESSURE CHART- PSF
SERIELS.1650
`ALUMINUM HORIZONTAL SI OIN0 WINDOW (XOX)
FACT RBSISTANTOIASS
WINDOW
ANCHOR
11I RiCA'96 PR80TPC,'1'0N
D11I671SION
SCREIDULL
f9ItIrT`R1IOLICIAA
pan
POI
1 001
1160 1
NiA10 6
JAMB
COM06 (4)
101 6106 (-)
STANDARD. SIZES
+ - : - g i g
�9
80.00
80.00
26'
13
3
80.00
80.00
14
60,00
80.00
9
80.00
60.00
A 3/6'.
,...13
4
60.00
80.00 '.
14....
80.00 ;
60.00
9
60,00
, 60.06
60 6/6'
13
5
60.00
60.00.
14
60,00
60000
9
60.00
60.00---
63"
13
6
50.00
56.00
14
6660
56.60
72'
9
60.00
60.00
1
14'
11
60.00
80.00
ar
24
12
3
60.00.
60.00
106'
13
60.00
60,00
72•
0
60.00
.60.00
64'
11
60.00
80.00
91
'r
4
66'
12
60.00'
80.00
oG
1
or
13
80,00
80.00
7r
9
60.00
60.00
ar
11
80.00
60.00
Q
1S'
12
6
-60.00
60.00
tar
.13
60.00
60.00
•
7r
9
60.00
80.00
e4' '
11
80.00
60.00
11'.
6D'
12
6
80.00
60.00
16r
13
56.40
58.40
,3''J )461,..
I1-
t
FALSE MOMS (SURFACE APPLIED)
WY 6t USED
. 6 1/2.'. 11*7,
{
II. L) Li II
II4Pall 6.06. _ tJL_447 61PA0TILIASI
it=Il D �I-*
II II
_��_ ��--u--Jm a`1r=
2U 11 II 001E II ^ II
II II 11 II
1 h11
IMPACT RESISTANT WINDOWS
WJOOW WKVTH
TYPICAL ELEVATION (XOX) 25/50/25
II II
RPACJI a"
II£1
"'Nam'
II -
"'WIIla1A111
-H"1
+==Hyr�-
um iI _
'g` ii
II _
11
.1
11
1 11 1
11.
1 6
TYPICAL ELEVATION (XOX) 33/33/33
9ENERAL NDFESI
2.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 RC.
2.- XOK CONFIGURATION APPLIES TO 25X-50X-25X PROPORTIONS FOR ALL DIMENSIONS ON CHART.
XOX CONFIGURATION APPUES,TO 33X-3372-33% PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84",
3.- SHUTTERS ARE NOT REQUIRED.
4.- FOR NUMBER OF ANCHORS FOR. EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART.
6.- WITH 11 /1914. INTMBEDNICIT I T4 MASONRY
WITH; NRyBVA►�USE 1i142"" DAM. EDGE DIN7AB�?CELCO
FOR ATTAGN�iENT INTO' 2 BY OR W00 STRttCT>�RE U5E 1 //4� biAM, ULTI:tACON BY ELCO
WITH 1 1/2 MIN. EMBEDMENT I WOOD AND 1 MIN'. EDGE DISTANCE,
FOR ATTACHMENT INTO METAL USt`1/4" DIAM, GRADE 5 SHEET METAL SCREWS
WITH I" MIN. EDGE DISTANCE.
6:- CONCRETE STRENGTH 1'c-3.200 98l MIN., CMU PER ASTM C90., FILLED CMU fm.•2,000 pal MIN.
7.- USE NON SHRINK NON METALLIC IfROUT 3 KS1 MIN, AS REQUIRED.
8.- W000 HOST STRUCTURESHALL BE 'SOUTHERN YELLOW PINE' C. 0.33 OR GREATER DENSITY.
9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE N0 LESS TITAN' I/O'.
ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fy» 36 KS1 M11<
10.- W000 BUCKS. (BY OTHERS) SHALL BE PROPERLY ATTACHEO,TO TRANSFER GLAZING SYSTEM LOADS.
70; THE STRUCTURE AND SHAU. BE APPROVEOBY, BUILDING OFFICIAL.. PRIOR TO WINDOW INSTALLATION.
11.- A(.t1M1NUM IN CONTACT W1TH DISS`JMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS)
AS SPECIFIED IN SECTION 2003.6.4 Or THE 2GLO FBC.
GLASS:.
0.340" MotRALI LAMINATED GLASS USING 11.10 LITFS OF
0.125"'HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER
FILM DUPONT 6UTACITE PUB, BETWEEN THE TWO UTES OF GLASS.
LAMLNATED,BY TECNO(11AS5.
`r?
Sunshine Windows
Manufacturing, Inc,
1746 1r 33M P101q
104.6, Hail. 33011
P6: (306)364-1662
Fm4(306)626-611S
g
1'1101/UCP R1 6113E0
•6 aw4d7i16 wdia m0 Fbrldi
D"1l0i46 Cod*
fix lada
P-I2'.S
FRANCISCO.HERNANDEZ
FLORIDA^ 'PE .jA1393
DRAWMNO Na.
HS08-02
DATE: 07-21-06
SCALE: 1/2".1'
SHEET' 1 OF 6
DETAIL A
ATTACHMENT TO MASONRY
1/4- ULTRA:CON 1 1/4" MIN. EMBEDMENT INTO MASONRY
THROWN t BY WOOD BUCK.
(FOR MA(. ANCHOR SPAONG1 AND NUMBER OF ANCHORS
REFER TO ELEVATIONS AND DESIGN PRESSURES CHART
ON SHEET 1 or 8).
TYPICAL FOR HEAD.
1 BY WOOD BUCK BY OTHERS
MUST BE PROPERLY ATTACHED TO
TRANSFER CRAZING SYSTEM LOADS
10 THE STRUCTURE. SHALL 8E APPROVED
BY BUILDING O(FICML PRIOR TO
WHOM INSTALLATTON:
1/4SUS THROURN METAL.
(FOR MAX: ANCHOR SPACANO ANO WHITER
OF ANCHORS REFER TO ELEVATIONS ANO
DESIGN PRESSURES CHART ON SHEET 1 OF 11):
TYPICAL HEAD
ISEDiada
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALU)L 1/W MN. THCKNESS)
IAN
ll'Al )1
1111
DETAIL A2
ATTACHMENT TO WOOD
1/4 ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD.
(F08 MAX. ANCHOR SPACING aMD NUMBER .OF ANCHORS
REFER TO ELEVATIONS AND DESIGN PRESSURES CHART
ON SHEETS 1 OF 0.
TYPICAL FOR ,TEAD,
2 BY WOOD BUCK BY OTHERS.
MUST BE PROPERLY ATTACHE:0 TO
TRANSFER OLAZINO SYSTEM LOADS
TO THE ernucTuws. SHALL BE APPROVED
BY WILDING OFFICLAL PRIOR TO
WINDOW PtSTALIAITON.
1/4" SMS THROUGH METAL
(ma MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER to ELEVATIONS' AND
DESIGN PRESSURES CHART ON SHEET 1 OF 8).
TYPICAL FOR HEAD.
14411—DADE COUNTY APROVEO
.../"--1AULUON. (UNDER SEPARATE APPROVAL)
= =
I I
=
DETAIL A4
ATTACHMENT TO MULLEN
TYPICAL HEAD SECTIONS
Sunshine Windows
Montiscturing, Inc.
1748 W. 3304 Plow
Week Redd, 33012
P0c (3013)384-0081
Fau(305)8211 —8118
N
PRODUCT REVISED
intomplyoto with thiPloddo
emildlms Code.
Arsepunun No Pot- OF
Exp Duo
FRANCISCO HERNANDEZ
FLORIDA! RE S I SS3
DRAWING No.
HR08-02
DATE: 07-21-08
SCALE:
SHEET 2 OF
1/4" ULTRACON I 1/4* MIN. EMBEDMENT INTO MASONRY
(FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS
REFER TO ELEVATIONS AND DESIGN PRESSURES CHART
ON SHEET 1 Of e).
TYPICAL FOR SUL ONLY,
iTEITAL
ATTACHMENT TO PRE -CAST SILL
1/4" SMS THROUGH METAL
OM• MAX. ANCHOR SPACING- J340 NUMBER
or MOOTS REFER TO USN/MONS AND
DESIGN PRESSURES CHAIR ON SHEET 1 OF 6).
TYPICAL FOR SILL
DETAIL 83
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM. IA" MIN. THICKNES.S)
1/4' ULTRACON 1 1/4* M 11 EMBEDMENT
goo MASONRY THROUGH I' BY WOOD BUCK
OR NON —SHRINK NON—METALLIC GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO ELEVATIONS AND
DESIGN PRESSURES CHART ON SHEET 1 OF 6),
TYPICAL FOR S11.1. ONLY.
DETAIL 04
ATTACHMENT TO MASONRY
1,11AMI—DADE COUNTY APROVED
..--
MULLION. (000ER SEPARATE APPROVAL)
—751
I I
1/4SIAS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO ELEVATIONS AND
DESIGN PRESSURES CHART ON SHMT 1 OF 6).
TYPICAL FOR SILL.
=TAIL 85
ATTACHMENT TO MULLION
(SIELL OR ALUM. 1/Er MIN THICKNESS)
TYPICAL SILL SECTIONS
1414.
2 BY WOOD BUCK Eft OTHERS.
MUST BE PROPERLY ATTACHED TO
TRANSFER GLAZING servo LOADS
TO THE STRUCTURE SHAU. HE APPROVED
DY SUMP& OFFICIAL PRIOR TO
WPIOOW INSTALLATION.
1/4' ULTRACON 1 1/2' MN. PE/1E111MR INTO W000.
(FOR /44.11. ANCHOR SPACING AND NU/AHER
OF ANCHORS Ginn 70 ELDADIONS AND
DESION PRESSURES CHART ON SHEET 1 OF 6),
TYPICAL FOR SILL
DETAIL B2
ATTACHMENT TO WOOD
Sunshine Windows
Manufacturing, Inc.
1748 W. LW PIN.
Raids =II
(8011)384-0982
Rcan(308)8211-8118
0
W
/11
E•N
4
r4
CA 4
Eq
ro
PROMICT RD1113107
as oartal1WAIWSIOGNINGRAN
Gollaists us&
Amino:um /4a
tapir/11NR Dot*
3—tX—t
PRAt.CISCO HERNANDEZ
FLORIDA &t303
a
DRAWING No.
HR08-02
DATE: 07-21-08
SHEET 3 OF a
4
SHIA SAFE
1/4TAPCONS 1 1/4' MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY W000 BUCK
OR NON SHRINK NOM METALLIC GROUT
(FOR Lux ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO ELEVATIONS AND
DESIGN PRESSURES CHART ON SKET 1 OF 6).
TYPICAL FOR AMISS.
DETAIL El
ATTACHMENT TO MASONRY
1 /4' WS THROUGH METAL
(FOR MAX. ANCHOR SPACING ANO NURSER
Of /iNCH0/01 REFER TO ELEVATIONS MD
DESIGN PRESSURES CHARY ON SHEET 1 OE 8).
TYPICAL FOR JAAABS,
MIAMI-DADE COUNTY APROVECI
MULLION. (UNDER SEPARATE APPROVAL)
DETAIL E4
ATTACHMENT TO MULLIONS DETAIL
TYPICAL JAMB SECTIONS
/4" MAN.
SHU SPACE
2 BY WOOO BECK ay OTHERS.
must BE PROPERLY ATTAINED to
TRANSFER (KAZIN° SYSTEM LOADS
TO THE STRUCTURE. SHALL BE APPROVED
BY BUILDING OFFICIAL PRIOR TO
WINDOW INSTALLATION.
1/4" ULTRACON 1 1/2' MN. PENETRATION INTO WOOD,
(FOR MAX. ANCHOR VA.0410 AND NUMBER
OF ANCHORS REFER TO ELEVATIONS AND
OESION PRESSURES CHART ON SHEET I OF 15).
TYPICAL FOR JAMBS,
DETAIL 111
ATTACHMENT TO W000
1 / 4' MAX.
SHIM SPACE
1/4' SMS THROUGH METAL.
(FOR MO. ANCHOR SPACING AFID NUMBER
OF ANCHORS REFER TO ELEVATIONS AND
OESIGN PRESSURES CHARS ON SHEET
1 OF 6).
TYPICAL FOR JAMBS.
DETAIL E3
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM, 1/8' MIN, THICKNESS)
Sunshine VAndows
liantiacturis In
1745 W. 3341 Pled
111.1669, 116444 33012
PM (305)364-11952
Fam(305)523-131 IS
44
PRODUCT IthVISED
cromplyino with the Florida
Bandit% Coda
Aorarthutoa Ns /2-03010,
EX0141601,1 DWI
FRANCISCO. HERNANDEZ
FLORIDA PE 0 31393
DRAWING No.
HROB-02
DATE: 07-21 -OS
SCALE 1/21
SHEET 4 OF 8
HORIZONTAL SECTION (XOX)
VERTICAL SECTION
WITH SILL RISER
Sunshine Windows
Manufacturing, Inc
1745 W. 33rd Plato
FIW. nodal 33013
OM (305)364-5062
Fox:(301)515-5115
1,RODUCT ADVISED,
as toiciptying with Um Fladds
5011,1114 C.**4
01
Accepto.
soe N*
'
9*. 1r..11S—
FRANCISCO HERNANDei
FLORIDA P,E it 51 3S3
DRAWING No.
HR08-02
DATE: 07-21 —05
SCALE: I /21"
SHEET 5 OF e
1
MATERIAL LIST
ITEM
PARTS!
=QM
. DELICRPEON
MATERIAL
'1
:3W-0151
i
FRAME HEAD
6063-11
2
SW-019
1
FRAME SILL
ems -45
3
Vihnoe21
1
INSERT TRACK
6063-T5
4
saw- lot
AS ROO
IMPACT GLAZING BEAD ,
6063-18
5
06/-012
2/VENT
SLIDER TOP/BOTTOM RAIL
6063-T5
6
SW3019
AS ROO
FIN SEAL FILE
FELT
7
SW1520
AS ROO
GLAZING TAPE
FOAM
8
1W321111
2/VENT
WHEEL
68058
9
SW-017
1/VENT
MOVING memo RAIL,
6063-T5
10
5W40111
2
FIXED MEETINO RAIL
15063-T6
11
SW -AS
AS ROO
ASSEMBLY SCREWS
• ext" PH PHILLIP CRS
12
SW-013
2
, JAMB
' 6063-75
13
:SW-0111
1/VENT
MOVING ODE RAIL
606.3-716
14
SW3257
AS ROO
WEATHER STEEP BULB
VINYL
16
ISW-1567
AS ROD
LATCH
DNC
16
ISW-510
2„/SILL
RETICULATED FILTER
FOAM
17
-
AS ROD
SILICONE
DOW CORNING 699
18 ,
SW40771
1
SILL RISER .
8063-75
GLAZING DETAIL
moo" pppowr 8UTAC4TE PVO
1 /6HEAT /8" HEAT
STRENGTHENED STRENGTHENED
1111
3/8"0LASS BITE
(TIPICAL)
SU CONE 00W CORNING 899
a= ---r
0.730
113.04
0.030
,.
--I
FME0
SW-40111
6063-116
ost2 I —
MEOW° RAIL
1.170
MOVING
1
6013-T6
L825-
N-
i- I- - -1
0.812
WEEIMM
06-017
RAM.
IMPACT OMNO MO
60/-101
413113-7e
03
ommil /2
1.1 0050
000
,
SAHA TOP ANO 6017011 10114.
80-012
6066-111
1876
1
A
WSMIT
06-)00121
6063-16
MAC*(
.750
MOVING
i .000
SIDE
611-016
6081-16
MIL
*260
0 667
r
,.
1
2,077 —.I
!IONE JAMS
99-013
60413-15
r
1.437
0078
1
SIL
SW.40771
110537.
3.062
..
AMER
PA
2
00
r
FRAME
HEAD MID 5
SW -010/5W-442/17
6063-15
U.
1
Sunadne Windows
Mondodunng, Inc
1748 W. 32,d Plow
Moles/4 Horlda 33017
Rh: (3021)334-0701
rau(306)12711-131113
9
a
PROPUtt
complying w16, Fbmido
Boildliso Code Aceepoomm No ,
tolivet CHM
By
4*10
FRANCISCO HERMAN
FLORIDA • P,E,, 303
DRAWING No.
HR08-02
DATE: 07-21-08
SCALE: 1 /2"..1
SHEET 6 OF 6
4
couNTY
DEPARTMENT OF pERmuTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NO)
Sunshine Windows Manufacturing, Inc.
1745 W. 33 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 and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miarni-Dade County Product Control
Section (In Miami Dade County) andlor 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. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity 'Hurricane Zone.
DESCRIPTION: Series "2009" Outswing Aluminum Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. CS09-01, titled "Series 2009 Out -Swinging Aluminum
Casement Window - impact Resistant Glass", sheets 1 through 6 of 6, dated 12/03/08, with revision #1 dated
03/06/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miam
Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by
the Miarni-Dade County Product Control Section.
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,
inodeliseries, 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 terrnination 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# 10-0407.01 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.
MIAM1-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
www,m is m Wade, goy/oast
NOA No, 12-0314.12
Expiration Date: June 17, 2014
Approval Date: May 2.4, 2012
Page 1
Sua sbine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing Na. CS09-01, titled "Series 2009 Out -Swinging Aluminum Casernent
Window - Impact Resistant Glass", sheets 1 through 6 of 6, dated 12/03/08, with
revision #1 dated 03/06/12, 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 'l 'AS 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 outswing aluminum
casement window, glazed with 5/16" overall HS laminated glass, prepared by
Fenestration Testing Laboratory, Inc. Test Report No.'F1'L-5560, dated 09/04/08,
signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA # 08-1224.10)
C. CALCULATIONS
1. Anchor verification calculations, structural and comparative analysis, complying with.
FBC-2004, dated 12/08/08 and 05107/09, prepared, signed and sealed by Francisco
Hernandez, P.E.
(Submitted under previous NOA# 10-0407.01)
2. Glazing complies with ASTM E1300-04
QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.L. DuPont DeNeiuoui's & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/1 I, expiring on 12/11116.
n
Product Control
NC)A No. 12-0314.12
Expiration .Date: June 17, 2014
Approval Date: May 24, 2012
E
Sunshine Windows Manufacturing, Inc -
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1, Statement letter of confonnance, complying with FBC-2010, and of no financial
interest, dated March 09, 2012, signed and sealed by Francisco Hernandez, P.E.
2. Laboratory compliance letter for Test Report No. FTL-5560, issued by Fenestration
Testing Laboratory, Inc., dated 05/12/09, signed and sealed by Michael Wenzel, P.E.
(Submitted under NOA # 08-1224.10)
OTHERS
1. Notice of Acceptance No. 10-0407,01, issued to Sunshine Windows Manufacturing,
Inc. for their Series 2009 Outswing Aluminum Casement Window — L.M.I., approved
on 05/19/10 and expiring on 06/17/14.
Cane. P
Product Centro
NOA No. 1 E 314.12
Expiration Date: June 17, 2014
Approval Date: May 24, 2012
E - 2
5" MAX
AT HEAD/SILL
i I
CORNERS 1 I
HINGE LOCAXON
AT HEAD/S1LL
CORNERS.
SEE HiNGE
LOCATION OCTAL
FALSE s6ON1043
MAY le useo
(5t111FAOS APALJEF4
°PEMBA LOcArtort
AT 1-INOEO SU. .00RN..
SEE OPERATOR
LOCATION DETA)L.
12" MAX
AT HEAD/SIll
MAX. fAHOOW
410TH * 37"
SINGLE VFNT CASEMENT WLNDOW
DENERAL NITTEk
t.- THIS PRO0OC1 MEETS THE MOUIREMENTS Of tH5 2010 FBC.
2.- SHUTTERS We NOT REQUIRED.
3.- WOE LEFT OR ORME RIGHT co!ar0uaA11or4.
4.- FOR NUMBER Of ANCHORS FOR EACH LOW ME REFER TO ES;ON PRESSuRD3 cHA.RT.
0.- FOR .ATEACHI1ENT iNTO CONCRETE OR 10.50NRY WflH 1 BY OSE 1/4" DIAM. 0.39.A.:004
BY ELCO WITH t 1 /4' MIN. EMBEDMENT INTO CONCRETE/tAksONRy AND 2 1/2' JAN trAE
FOR ATIXHIREN/ INTO 2 BY CR WOODEN STRuCTURE US E tie ORM. uLTRAcon sy- ri.c0
war 1 1/2" MIN. EMBEDMENT IMO ROOD ONO t' mot Lost
FOR ATTApfeENT INTO METAL USE 1/4* aum, GRADE 5 SHEET METAL SCREWS
MTH 1" MIN. WOE DISTANCE.
6.- CONCRETE STRENGTH ft4.3.200 pil MIK, 011U PER .ASTV 0911„ FILED C111.1 fm.2,13C0
7.- USE 54056 SHR114X NO14 1.4ETALUO GROUT 3 KS1 1.194: AS REcuRED.
N.- 9000 HOST STRUCTURE SHALL BE 'SOUTHERN YELLOW PINE" 0.55 OR GREATER 0c,4SITY.
9.- THE TH104NESS or THE STEEL/AtARARDM HOST STRUCTURE BE NO LESS »4 ier.
ALUMINIM SHALL OE 009.1-14. STEEL SHAU. 05Fr+ 36 KV 141P1,
30.- MOO RUCKS (BY OTHERS) SHALL RE PROPERLY ATTACHED TO nwisreat GLAZING FeSTE14 LOAOS
TO THE STRUCTURE Mo SHALL RE APPROVED NY 13011.01NC CifrC1A1., RMOR TO WI:Or,* i4451A1.1A0014,
ALGAUNUM 9 CONTACT ttriTH assomo MATERIALS SAW BE cROTEOTED (tly cmtEms SREME0
W•SECTION 2003.8.4 (IF IHE 3010 FBC,
HINGE LOCATED
FLUSH ACNNST JAMS
AT HEAD AND SILL
OF MN FRAME
/--
MAIN FRAME
JAMS
.....
PONCE LOCATION DETAIL
VOA44 MAME
JAMB
3 7/fr
MAIN FRAME
SILL
OPERATOR LOCATED
ON INTERIOR 9/ALL
or YARROW FRAME SILL
OPERATOR LOCATION ORTAIL
DESIGN PRESSURES CHART - PS'
IMPACT RESETIANT RI.A.aa'
,
EU" IMPALE
WJNDOW
AlYCHORS
GLANS
DIMENSION
P02
NOV •
pim
EXT.
INT.
11! TH
HEIGHT
Mk
it Vir
2
90.00
90.00
26 1/2'
36'
3
3
90.00
9000
r
4
90.00
90.00
it teir
2
90.00
00.00
26 tit
36 .3/1
3
4
90.00
00.00
sr
WOO
9000
10 i/fr
2
90.00
90.00
26 l /2'
6i4e
......
3
5 =
9000
90,00
17'
4
9000
90.00
is Vs'
2
90.00
90,00
.....--......-
211 f /2"
3
-
90,00
913.00
ar4
90.00
90.00
24'
3
90.00
k
9000
24'
---
3
90.00
90.00
30"
4
311'
3
90.00
90.00
Jo"
4
90.00
90.00
•24' 3
90,03
9000
36.
4
90,00
90.00
'.."
2.•
3
e
90.00
90.00
4
90.00
90.00
w
PRODUCT REVISED
u complying with the Melds
SUltling Cock
AtastOrotto 43,0
Dot
4
•rimitiolsco HERNANDEZ
IV/ROM PE 51393
•
MINING NO.
CS09-01
Oat 12-03-011
SCALEJ NTS
SHEET I Of $
10
WWI
VERTICAL SECTION
t.gMat er uuv��lt�
murpykai rskc 47+)PfdAM
OaNdic. R C0,30
A.esP
HORIZONTAL SECTIONS
)
PMSl SCO'tibtrtANDF2
►kum(a6tini g, int.
174E s,, 33r4 Pisa
Nideait. Mottos 33047
Pot (301)3/4-4463
►mc(3O4)0116-6 1*
CAWING No,
CS09-01
DATE: 12-03—QC
SCALE! //7"_1"
ran.
MATERIAL. UST
111211 II
PARTO
IT
DESCIIIPTION
MATISCIAL
elleAlcis
1
OD-3430
4MANE
0003 -TS
2
00-342.12
i
VENT
0063-T5
3
00.-3,227
AS ROD,
CURVET) 01423NO BEAD
,-
E063 -T5
0.0.3427 A
AS REG-
RECTANGULAR GLAZING SEAD
0063-T3
5
-
1
.. ov• atcm Comm KEY
STAINLESS STEEL
0
-
.032. 1220K CORNER KEY
STAINLESS STEEL
-..-..
.057` THICK GARNER Kr!
STAINLESS MEL
.057. 212 OK CORNER KEY
STAINLESS STEEL
8
-
1
ASSEMBLY SCREWS
# 8 X 1. PH SAE
10
35- 3.00
EGRESS 4 BAR HINGE
, SEAMLESS STEEL
uwrH HARDWARE
11
30125
1
TRACE
SEAMLESS STEEL
TRUER HARDWARE
MATERIAL UST
Mart $
PAST@
terK
lielifetanION
MATI9IA1,
RI/MAIM
12
23.01
i
SINGLE ARM OPERATOR
STEEL
TRUTH HARDWARE
13
24.30
1
MULTI -PONT LOCI
amc
TRUTH HARDWARE
14
11E01-22
1
nE am
STEEL
TRUTH
EA
3112401
AS ROO
KEEPERS
STEEL
TRUER mArdawAmg
I.
03144
AS ROO
TIE • BAR GIA OE
NYLON
ULTRA HARDWAR
17
4903
AS RCO
GLAZING atom BULB
MEL
mum! HAROVARE
13
E2031 0104
S ROO
WEATHER STRIP BULB
VINYL
LILO:WAS
le
-
AS ROO
GLAZING TAPE
FOAM
FRANK LOWE
20
-
AS ROO
SNUBBERS
4411.044
21
4
SHEAR AWE
19053-Te
FULL LENGTH
22
SEALANT
AS R120
CORA 1393/00W COOING 848
SILICONE
1.84* r•-a am
-4106-
1.1
...se...,
GLAZING
00-3427
$063-T5
lk?
BM
,e,elil
1 EIA24I4 HEAD
00-3427
eellE-Th
I
I ®
A
-2A00
0.1412
1.......„..7.
2
1 4
1
346
-
320
0 el0
r---. .1
Ea
I
A
.
....._2310_____,..
MAME
0C-3430
6003-T3
0
.
CO
3421 FRAME
00-34221
8303-73
()
14
...,
VOW Pt -AM
8003-25
0
_...,
COW
1 '
.
I la%
1.2
1
CORNER KVA
I
-I.
LI)
ilefIDUC'l Cliental?
*A:frisey40e001,11I0 fine&
Huads4Cl0e10
140 ,1:4"
-1..
FRANCISCO HERNANDtZ
riamicm ',PE p13223
•
Stmoignelindtais
P00404,
fue 8. MIHI ANNA
Rice. WOO MHO
04* 0111014re4ee
fcr.(015”1111-414e
5 6"
X E.-
A
DEMANO PAC
CS08-0
0A15I-LAZA:11
--V
2 1/2" MPN. 2 lie AN,
ATTACHMENT TO MASONRY
a.
--- 1/4 EETRAL,..(N 'AIR: 1 1/4" 4(4, tueeDViNt
INTO NADONRi THROVIN 1' BY WOOD DUCK
Mk mimeoor, M4R PJ um. srAc9443
Fivim TO DiCICH 9RESSUR114 CHART
AND ELVAMIoN ON SHEET 1 Cf e).
eY WOOD DUCK
WOOD DUCKS BY OTHERS IlL(i7 9E PROPERLY
SEALED ANO wawa° TO *KSFER LOAM TO
THE STRUCTURE.
SHOULD BE PPROM SY ED.110(4C OFFICIAL
PRIOR TO rANDOW INSTALLATICN.
1* MIN.
METAL STRUSTURAE MEMBER SY OTHERS
(SWEL eell4TAND ANCHOR SHEAR SDfiCES)
MINDALIM THIFRNESS VW'
/—.-- 1/4' trIftACCN WTT)4 t 3/2" MO). PENETRATION INTO WOW.
(FOR RARER '.3" MOTORS WO MAK SpAciNa
MYER TO DrN PRESSURY CHERT
ANO MEW:TV( W SKEET I 113
ATTACHMENT TO WOOD
1/4 S1)3. Mk).
oolt Nomaet OFmc4ORS A(110
AND MAX. 5PAer40
REFER TO DES1C4 PRESSURES CHART
AND ELEvATION ON WET 1 of 6)
AflACHMENr TO METAL STRUCTURE DETAIL
—2' WY MOOD DUCH
WOESO iiitsOXS BY (314E12.1 %WV BE PROPERLY
SEN.110 At.10 ANCHORED TO ?NARVER WADY TO
INE STRUCTIME.
MOUES 11( APPOTKO SY OULDINO CCFICIAL
1420(2 ro wt,00,to INSTALLATION.
TYPICAL SECTIONS AT HEAD
PT(; WARM
'1oc.1164,R(D14.0,.....,7i4 Oa Plod%
1
Ac4r...t!"'strsoiND•Nt.
I
i
I. FRAI,,c4sro. 4Evart0cz
I FLORIDA . ,P4 # 6139.1
•, •
fmukictuting,
174.1 ¶L33,4 Plat*
Rek4 13012
paa344-0632
0,:(305412(3—St fa
I/4" ItIRACON Yogi+ 1 Ve 4I& MEKOMENT
INTO MASONRY NROUtRi i`8 ept) sup(
(FOR TRILIRER OF mr,HooS me MAX. SPACING
Pure ra De)i Potssioara Cukor
AND OVATION ON SAM t tjC 6)
BY W000 BUCK
wore) woos coHros west e
HRIt PRDPC-v,
oNea Joe ATAA4TA4D TO TRANSFER LGIAC^i
• S-S73±,CF-
IRE STRUCTURE
SVIDULA IAPppowf) ar roataKO OFICIAL
PRIOR TO 1tstrpow fosrhimaii,
ATTACHMENT TO MASONRY
/44 etrFo.coN or rip) ION ) MK PWNEMATONao
FOR NUMBER OF MOTORS AND TAIX. SPACING
RERR TO. BEIM IT ^ SUM Omar
AND Et.EVADON ON 5HEt t XW
2" If/ WOOD BUCA
W000 Bucks av OTHERS .IST PROPERLI:,
4, 11k V. SEALED AND ANCHORED TO TRANSFER LOADS TO
NE proOotime,
met :„&,u, ete ty, rtartala °frau
PRIOR TO aiNDOW.ificITM4A.TION:
ATTACTEMENT TO WOOD
TYPICAL SECTIONS ALLANIB54
METAL. STRUCTURAL NEMER BY MUMS
(SHALL TANSIANO ANCHOR SHEAR FORCES)
MINIMUM moans
1/4US. THROUGH METAL
(NN1 PRAM!1FAMtNONS ANO MA. sPA,swa
Pon OE SESN PRESSURES CIART
ANO ELEVATTON ON $HEET
I !:
/ 4 4 MAX
'It7f:CtiWe
ATTACTUVIENT TO METAL STRUCTURE
ler at
G},,q),OTAXIN
DIU SWAMI Wve We 0~
VW' H.S. 4-ASS
?
Of
Rife
42'1
0 1300
GLAZINal S/10" TIAPACT (ye" HS. + sea Pve H,S.)
GLAZING DETAIL
mcoosieT REMO)
as complying with the Pfaff&
Cmic
N.-avatar No,
Jkk-Ati L14.4
iC.1040
`..thet fro .4
rtrAKisso,i1EFORANOEI
FLOTODA „PE4 514133
•
ins V. sing Plow
Iltataik, %Ma SMIS
4011)304-4002
fam(300)MMI-51 TO
• METAL STRUCTURAL WEARER ER' OTHERS
MOLL WITHSTAND ANCHOR SHEAR FORCES)
ktimmuta SACKNESS 1/Er
I/4" shit ThRovaH rATAL
Volt Hulce:I tie iteXterPte Min MAX SPACING
REFER lq nal.all PRESSURES t1iART
AND ELtiViii ON StIECT Of
ATTACHMENT TO METAL STRUCTURE
1/4- kt..ysocoo yr N.p.po7oolom pats
(FOR NiAkaR CF: 'ANCHORS NU IJMSNOW
WYERTQ CPSON PRESSURES Ci+ART
MD ELEA T1ON ON 'over 1 OF 6).
xxx, 74634-1444114K Weer
Oft I' BY WOOD SUCX
5 /4* 01.17/AWN 141714 1 P* kik iNINED'ot
14130461Y 1N6OLIGN 1* we woo fr,cbc
nil tow Prow row wraiaz orinVT
(FOR WAX heine PACK AS thAfSEP
OF 4404044 REFVt 10 tor 0,
ATTACHMENT TO MASONRY
ATTACH/4NT TO WOOD
1- I TAPCONS WITH 1/4 MM. EMSEDIONT
INTO MASONRY
(rots LAUNDER OF ANCHORS ANC MAX. SPAONG
REFER ro DESIGN PRESSURES CHART
AND ELEVATION ON SHEET 1 OF 6).
ATTACILMENT TO PRE -CAST SILL
2" ere e.cea TWO(
w000 imcKs DY CT14666 RUST SE PROPERLY
SEALER AND AW.HORFI) ro more* woos vs
sTRztiout.osmf..4ncnra or mu** OFFICIA4.
PRIOR TO 14i0., eeilAuATION.
3e,emer,
..4teh el. PM&
DniikAV C4,4*
tos.trAke
IA&
•••
FRANcSert I HONANX4
FLqfC0A fjg # 1.310
ItIonsfoshii4
1746 W. 1.1r4 Abe*
1641•46, rttetis =HT
Pro (306).3114-411152
Fc.ISOGNU4-31iS
DRAVAHO No.
CS09 —01
DATE: 12-G:1-04
DCMX l,2-
11
6
NAME &iatuairA gi7eitinifee
ADDRESS /71JV6 J.1Q ...4,7" _3_3 /
TEL (G,),4/443 9eqv FAX ( )
E-MAIL
0/15cmeol
z
*Idyl thi4,
FRONT ELEVATION
C3 "
RIGHT ELEVATION
ti wit,- I.
IMPACT s1 NON IMPACT
FRAME IA cre GLASS etE A f?
WINDOW TYPE 1-V? — 6166.44ewr
DOOR TYPE
(4g,
LOi 13 4q63