WS-11-942A
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 160112 Permit Number: WS -5 -11 -942
Scheduled Inspection Date: June 20, 2011
Inspector: Bruhn, Norman
Owner: PEREZ, ROHANMI
Job Address: 28 NW 104 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: DS DEVELOPMENT CORP
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1121360131030
Phone: (305)222 -2251
Building Department Comments
REPLACE EXISTING WINDOWS WITH IMPACT
RESISTANT WINDOWS
Pas=e���r —ir
Failed
Inspector Comments
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
June 17, 2011
For Inspections please call: (305)762 -4949
Page 11 of 30
Miami Shores Village
Building Department
40050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit Typ BUILDIN G ROOFING
MAY 2 -: 2011
BY:
Permit No. 1r4 S- s -11-- , 4)42-
Master Permit No.
OWNER: Name (Fee Simple Titleholder): I \ rrl Phone . %
Address: 2€ 4,3 1®L ST
9
City: Adi '
o C State: zip: 1�C�
Tenant/Lessee Name: Phone#:
Email:
JOB ADDRESS: 1-J ®� S
City: Miami Shores
Folio/Parcel #: l) ° 2 % b ° ®1 - j®.
County:
Miami Dade Zip: , 1 b
Is the Building Historically Designated: Yes
NO " Flood Zone:
CONTRACTOR: Company Name: ' VE.11, %1 1- co eo, Phone #: ) -C2-7 9 le
Address: ..`7 ) ) Z-®7 i1/
i
City: ' iA -(7\4- 1 State: -- Zip: .tea )'7
Qualifier Name: L. P ) ea_ Phone #: ;)6.,b - -ci `2
State Certification or Registration #: C 7C. 1€ 14 2 rl Certificate of Competency #:
Contact Phone #: 041-1S:44 F.2- Email Address: ''"''C`O -/ I TN . 1s.) tr
DESIGNER: Architect/Engineer: L _ D' '4:4 Z Phone#: 1O .19537.—
Value of Work for this Permit: $ `� /° Square/Linear Footage of Work:
Type of Work: DAddition OAlteration ONew
Description of Work:
r-,,.) 0,1=ar 26(:) e4 r - -
EtRepair/Replace ODemolition
1/01 ✓7 tp 4'�% i IN
********** **** * * * * * ** ** * * ** * *** * ** ***Fees:x ** * ** *** * *+�x��s�s** ** *** * **** *** *w�x�a�rx�mx�x�***
0
Submittal Fee $ S 0 ;pa9( Permit Fee $ C70 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
•
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, BOTT.FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a r pection fee will be charged.
Signature"(
Owner or Agent
The foregoing instrument was acknowledged before me this
day of11Aid) ,20 11 ,by" O140'4got who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
-maga pi
Signature
Contractor
The foregoing instrument was acknowledged before me this 1
day of P-11 ,20" by c?Z ,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission
* * *+n******* * ** * ** ********** ******* * * ** *+six ****** ** * * * *** * * * *** *** *m**** ** **
APPROVED BY
Plans Examiner
Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. ``'�°5° (l -R4i TAX FOLIO NO. 1l -221 ? - (51 ° 03b
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.
1III111IIIJJ111 1;11111111111111I1111ii1ii1111
CFN 2011R0351.4?
OR B1. 27704 F's 28167 (fps)
RECORDED 05/31/2011 10 :25.28
HARVEY RUir'IHv CLERK. OF COURT
I1IAf I -DAI)E COUNTY FLORIDA
LAST PAGE
Space above reserved for use of recording office
1. Legal description of property and street/address: Z. N3 \ O-St '5, i M 154a 42e0 1*
kJ► , - • ' SL►D Rt i S .I)i?a IC, _t i L U r tc> P- 12
2. Description of improvement: 2. -�C"? 1'le E L 1>c, . J ini -1-t 1
jr ,U .z `Y ���a�r>
3. Owner(s) name and address: Zi7 3 k vot r rv'--% f �Z
Interest in property: 01,-11--) - 17 E ti 'ra E
Name and address of fee simple titleholder.
4. Contractor's name, address and phone number -D £LL...j O"Y L ' T C-Q 20 -1e) ) 1Z`"7 art;
�=` l
5. Surety: (Payment bond required by owner from contractor, if any) ;TATS OF FLORIDA, COUNT OF DADS
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 who
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number.
original file
,._
WITNE'S'•my ha • an • ` /cra
of Circu
of the
:,f
, AD2O
served as pro
ounty Courts
H
•
N, L /nJC
,ii►'�i � �' I .1 /
mi COD vg, n<1ssr
8. In addition to himself, Owners designates the following person(s) to rece e a copy of the Uenor's Notice as provided in Section
713.13(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 Al- 1 ER 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 POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) o wn Own= - uthorize�l Officer/Director/Partner/Manager
Prepared By r Prepared By /KAM -4. ` -� x4."2-
Print Name >a 1Th a **P02e 2.- Print Name
Title/Office 0 t'- r g-2..... Trtle/Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
311:, s v /2 -7 3�,�5
The foregoing instrument w acknowledged before me this
a day of VI) VI) ,
'`� 2 b
3 ►1
By Or431 1
la Individually, or ❑ as for
ErPersonally known, or ❑ produced the following type of identification
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 02.525, FLORIDA STATUTES
Under penalties of perjury, 1 declare that I have read the foregoing and
that the facts stated in It are true, t j j . best of my knowledge and belief.
Signature(s) of Ow
BY
or r. -mss Authorized Officer/Director/Partner/Manager who signed above:
123.01-52 PAGE 3 3/10
By
05/27/2011 12:28 MORGAN INSURANCE -* 3057568972
CERTIFICATE OF LIABILITY INSURANCE
NO.833 D001
PATE (MNWDDIYYYY)
05/27/11
THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGiHTS UPON THE CERTiFICATl= HOLDER- THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poifcy(ies)
the terms and conditions of the policy, certain policies may require an endorserne
certificate bolder in lieu of such endorsement(s).
PRODUCER
Morgan Insurance Group
13155 SW 42nd Street, Suite #107
Mini, FL 33175
Phone (305) 222 -9001
INSURED
D.s.development Corp
3721 SW 127 Ave
MIAMI, FL 33176
(305) 310 -5992
Fax (305) 222 -9106
COVERAGES CERTIFICATE NUMBER:
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
lust be endorsed. If SUBROGATION IS WAIVED, subject to
it A statement on this certificate does not confer rights to the
coNTAAiT
PHONE I' A1D. NQL•
-MAIL
ADORE •
PRODUCER
CUJLOMER IOC.
INSUR - S AFFORDING COVERAGE NAIL 0
INSURERA: ACCIDENT INSURANCE COMPANY 34604645645
INSURER B:
INSURER C:
INSURER D •
INsuRER E :
INSURER F:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAI
INDICATED. NOTWITHSTANDWd ANY RERUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOLL
CERTIFICATE MAY RE ISSUED OR MAY PERTAIN, THE 'INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERO
EXCLUSIONS AND CONDITIONS OF SUCH POLIO Es. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS.
LTR TYPE OF INSURANCE Lw _OLICY NUMBER fMM1DDr YYYI, (NiM/DDIYYYYP
A
GENERAL UABILnY
❑ COMMERCIAL GENERAL LIABILITY
❑ ❑ CLAIMS -MADE ® OCCUR
❑ •
GEM. AGGREGATE LIMIT APPLIES PER:
❑ POLICY ❑ PRO -
JPCT ❑ •�
AUTOMOBILE LIABILITY
❑ ANY AUTO
❑ ALL OWNED AUTOS
❑ SCHEDULED AUTOS
❑ HIRED AUTOS
❑ NON-0WNED AUTOS
1105160
05/26/2011 05/26/2012
❑ UMBRELLA LIAR ❑ OCCUR
❑ EXCESS LJAB ❑ CLAIM -MADE
❑ DEDUCTIBLE
❑ RETENTION 5
WORKERS COMPENSATION
AND EMPLOYERS LIABILITY Y 1 N
ANYPROPRIETORIPARTNE JEXECUTIVE
OFFICER IENIBER EXCLUDED? n N / A
(mandatory In NN)
er
DESCRIPTION OF OPERATIONS below
DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (Attach ACORD 1(11, ASATt1Onal Remarks Schedule, K morn spaae b requlr$d)
GENERAL CONTRACTOR
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
FAX 205.758 -8972
REVISION NUMBER:
liED ABOVE•FOR THE POLICY PERIOD
MENT WITH RESPECT TO WHICH THIS
4 IS SUBJECT TO ALL THE TERMS,
LIMIYS
EACH OCCURRE t $ 300.000.00
DAMAGE cu $ 100,000.00
PREMISES (Ea occurrence]
IVIED EXP (Any aeeperson) $ 6,000.00
PERSONAL & ADV INJURY 5 • 600. 000.00:
GENERAL AGGREGATE $ 600.000.00'
PRODUCTS. COMP /OPAGG s 600.000.00;
$ —1
COMBINED SINGLE LIMIT
(Ea.aa ident) .I
BODILY INJURY (Per person) 5 •
BODILY INJURY (Per occident) $
PROPERTY DAMAGE $
(Per accident)
$
EACH OCCURRENCE $
AGGREGATE 5
n WC STATU- r-i h-
J TORY LIMITS L L�
EL. EACH ADOIDENT $
EL DISEASE • EA EMPLOYE $ ..
EL DISEASE. POLICY LMT 5
•
.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
ACORD 25 (2005109) QF
-e-
l 1088.2008 ACORD CORPORATION. Ail rights reserved.
The ACORD name and logo are registered marks of ACORD
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAI
INDICATED. NOTWITHSTANDWd ANY RERUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOLL
CERTIFICATE MAY RE ISSUED OR MAY PERTAIN, THE 'INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERO
EXCLUSIONS AND CONDITIONS OF SUCH POLIO Es. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS.
LTR TYPE OF INSURANCE Lw _OLICY NUMBER fMM1DDr YYYI, (NiM/DDIYYYYP
A
GENERAL UABILnY
❑ COMMERCIAL GENERAL LIABILITY
❑ ❑ CLAIMS -MADE ® OCCUR
❑ •
GEM. AGGREGATE LIMIT APPLIES PER:
❑ POLICY ❑ PRO -
JPCT ❑ •�
AUTOMOBILE LIABILITY
❑ ANY AUTO
❑ ALL OWNED AUTOS
❑ SCHEDULED AUTOS
❑ HIRED AUTOS
❑ NON-0WNED AUTOS
1105160
05/26/2011 05/26/2012
❑ UMBRELLA LIAR ❑ OCCUR
❑ EXCESS LJAB ❑ CLAIM -MADE
❑ DEDUCTIBLE
❑ RETENTION 5
WORKERS COMPENSATION
AND EMPLOYERS LIABILITY Y 1 N
ANYPROPRIETORIPARTNE JEXECUTIVE
OFFICER IENIBER EXCLUDED? n N / A
(mandatory In NN)
er
DESCRIPTION OF OPERATIONS below
DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (Attach ACORD 1(11, ASATt1Onal Remarks Schedule, K morn spaae b requlr$d)
GENERAL CONTRACTOR
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
FAX 205.758 -8972
REVISION NUMBER:
liED ABOVE•FOR THE POLICY PERIOD
MENT WITH RESPECT TO WHICH THIS
4 IS SUBJECT TO ALL THE TERMS,
LIMIYS
EACH OCCURRE t $ 300.000.00
DAMAGE cu $ 100,000.00
PREMISES (Ea occurrence]
IVIED EXP (Any aeeperson) $ 6,000.00
PERSONAL & ADV INJURY 5 • 600. 000.00:
GENERAL AGGREGATE $ 600.000.00'
PRODUCTS. COMP /OPAGG s 600.000.00;
$ —1
COMBINED SINGLE LIMIT
(Ea.aa ident) .I
BODILY INJURY (Per person) 5 •
BODILY INJURY (Per occident) $
PROPERTY DAMAGE $
(Per accident)
$
EACH OCCURRENCE $
AGGREGATE 5
n WC STATU- r-i h-
J TORY LIMITS L L�
EL. EACH ADOIDENT $
EL DISEASE • EA EMPLOYE $ ..
EL DISEASE. POLICY LMT 5
•
.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
ACORD 25 (2005109) QF
-e-
l 1088.2008 ACORD CORPORATION. Ail rights reserved.
The ACORD name and logo are registered marks of ACORD
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
ACORD 25 (2005109) QF
-e-
l 1088.2008 ACORD CORPORATION. Ail rights reserved.
The ACORD name and logo are registered marks of ACORD
MIAMI DADE
COUNTY.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 West 33rd Place
Hialeah, FL 33012
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.maimidade.gov/buildinecode
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration -date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, 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. 51108 -01, titled "Series 2000 Aluminum Single Hung Impact
Resistant Window", sheets 1 through 6 of 6, dated 01/25/08, prepared by manufacturer, signed and sealed by
Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice
of Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for. inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
M ►T`'MADE 0 '
APPROVED
NOA No. 08- 0219.03
Expiration Date: April 24, 2013
Approval Date: April 24, 2008
Page 1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No SI108 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single
Hung Impact Resistant Window", dated 01/25/08, prepared by manufacturer, signed
and sealed by Francisco Hernandez, P.E.
B. TESTS
1. Test 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. 111-5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
along with marked -up drawings and installation diagram of series 2000 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.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez,
P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05- 1208.02 issued to E.I.
for their "DuPont Butacite PVB Interlayer" dated
E -1
DuPont DeNemours & Co., Inc.
01/05/06, expiring on 12/11/10.
Manuel Perez
Product Control Ex
NOA No. 08-02 1.03
Expiration Date: April 24, 2013
Approval Date: April 24, 2008
Sunshine Windows Manufacturin Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, dated February 6, 2008, signed and sealed by
Francisco Hernandez, P.E.
2. Statement letter of no fmancial interest, dated February 6, 2008, signed and scale
Francisco Hernandez, P.E. d by
3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration
Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P.E.
4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration
Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P.E.
G. OTHER
1. None.
E -2
Manuel ' erez,
Product Control Exa
NOA No. 08 -0219 i 3
Expiration Date: April 24, 2013
Approval Date: April 24, 2008
L. M. 1. HORIZONT. SLID. XOX
MIAMI -DADS
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 West 33rd Place
Hialeah, FL 33012
SCOPE:
MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buldinecodeonline.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 (AM).
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 ()COX) Aluminum Horizontal Sliding Window — L.M.I.
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 , 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,
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, hen
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.
MIAMFDADE COUNTY
APPROVED
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 HR08 -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, dated 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 CER'1'1141CATIONS
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 II - Laminated Glass" dated 09/11/08, expiring on 09/05/2011.
MIAMIOADE COUNTY
APPROVED
E -1
lo
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.
MIAMI-DADE COUNTY
APPROVED
E -2
°14 a7e:e*t~
Fitz A Harris, P.E.
Product Control Examiner
NOA No. 08 -0820.12
Expiration Date: August 19, 2013
Approval Date: September 25, 2008
MIAMFDiADE
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:
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.buildinacodeonline.com
ma
s.
t • 1 - 1 is 1111 I Iron * - . I - - • - •• :y t • • 1 .1 — :.. ... • . ...
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Aluminum Tube 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 S 2 1 -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- 1226.14)
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CER'1'I1 '1CATIONS
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. al HER
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
Manuel ' erez, P.E.
Product Control D'
NOA No 06 -0
Expiration Date: January 25, 2012
Approval Date: February 22, 2007
MIAMI DEE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Sunshine Windows Manufacturing, Inc.
1745 W. 33'c 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.gov/buildinecode
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and acc,epted 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, prepared by manufacturer,
signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval
stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement; "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 08- 0107.08
Expiration Date: April 10, 2013
Approval Date: April 10, 2008
Page 1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No RS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window
(XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08, prepared by
manufacturer, signed and sealed by Francisco Hernandez, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
along with marked -up drawings and installation diagram of Aluminum Horizontal
Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E.
2. Test reports 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.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and
sealed by Francisco Hernandez, P.E.
Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 05- 1208.02 issued to E.T. DuPont DeNemours & CO,, Inc.
for "DuPont Butacite PVB. Interlayer." dated January 05, 2006, expiring on
December 11, 2010.
Manuel Pe .E.
Product Control ner
NOA No. 08- .08
Expiration Date: April 10, 2013
Approval Date: April 10, 2008
E -1
Sunshine Windows Manufacturing, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, dated December 15, 2007, signed and sealed by
Francisco Hernandez, P.E.
2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed
by Francisco Hernandez, P.E.
3. Laboratory compliance letter for Test Report no. FTL -5331, issued by Fenestration
Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S.
Rionda, P.E.
4. Laboratory compliance letter for Test Report no. FTL -5015, issued by Fenestration
Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S.
Rionda, P.E.
G. OTHER
1. None
E -2
Manuel Per
Product Control E r
NOA No, 08- 0107.08
Expiration Date: April 10, 2013
Approval Date: April 10, 2008
WINDOW HEIGHT
HEAD ANCHORS SEE CHART
4" 10 "MAX.
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
---1 10 "MAX. - ---
WINDOW WIDTH
4"
TIPICAL ELEVATION 1 OVER 1
GENERAL NOTES:
1.- FOR NUMBER OF ANCHORS FOR EACH. UNIT SIZE REFER TO
DESIGN PRESSURE CHART.
2.- REFERENCES: TEST REPORTS FTL -5252 AND FTL -5253.
3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004
FLORIDA BUILDING CODE.
4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE
PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM
CONTACTING METALS SHALL BE PROPERLY PROTECTED.
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
DESIGN PRESSURE CHART - P51?
SERIES -2000 ALUMINUM
SINGLE HUNG IMPACT RESISTANT WINDOW
WINDOW
DIMENSION
ANCHOR
SCHEDULE
DISIGN
PRESSURE -PSF
WIDTH
HEIGHT
PER HEAD S
AND Ti,T,
PER JAMB
EXT.
INT.
19 1/8"
26°
3
3
90.0
90.0
26 1/2"
3
90.0
90.0
37"
4
90.0
90.0
53 1/8"
6
75.0
75.0
19 1/8"
38 3 /8"
3
4
90.0
90.0
26 1/2"
3
90.0
90.0
37"
4
90.0
90.0
53 1/8"
6
75.0
75.0
19 1/8"
50 5/8 "
3
6
90.0
90.0
26 1/2"
3
90.0
90.0
37"
4
90.0
90.0
53 1/8"
6
75.0 '
75.0
19 1/8"
63"
3
%
75.0
75.0
26 1/2"
3
75.0
75.0
37"
4
75.0
75.0
53 1/8"
6
75.0
75.0
19 1/8"
74 1/4"
3
8
75.0
75.0
26 1/2"
3
75.0
75.0
37"
4
75.0
75.0
53 1/13"
6
75.0
75.0
IMPACT RESISTANT WINDOW
Approved es compiyiug with the
Florida Bidding
Date
NO
Maud Dade Product C
A- .0Z_08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
V, •
• •
Sunshin•ciews
Manufactdrmtr, int.
1748 W. jSra lRpoe
Hialeah. Florida 110012
Ph: (305}ii4- .911 2
Fax(305)DZ -• ,1 t8
SERIES 2000 ALUMINUM •• •••
•
SINGLE HUNG IMPACT RESISTANT WINDOW '. .
Drawn Av: RF
Date: 04 -02 -08
Scale: 1/2 al=la
Revtelon:
Revision:
DRAWING N0.
SH08 --01
SHEET
1 OF 6
0000
• •
0000
• • • •
• • • •
•• •
• • •
•• • • •
• • •
• 00
• •
• • •
•• ••
•
• •
•
•
••
•
• • • •
•
TYPICAL ANCHORS
2 1/2" MIN.
TYPICAL ANCHORS
-- 1 /4" TAPCONS 1 1 /4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
1 /4" SMS 1 1 /2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
2" BY W000 BUCK
DETAIL Al
ATTACHMENT TO MASONRY
DETAIL A2
ATTACHMENT TO WOOD
GLAZING DETAIL
TYPICAL ANCHORS
-1/4" SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL A3
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL OR ALUMINUM 1/8" MIN. THICKNESS)
TYPICAL HEAD SECTIONS
Appem�ed p yi g with the
Fieridrx `+_,�:.; C +c•
Date / . '..
NOM i7,:Ir+✓Jt.=KS
Nagai i .: Prudes central
.0442264
IMPACT RESISTANT WINDOW
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshiny 1hCir�do�ss
Manufactuaru�.1 c.
1743 W. 3t I. ace
Hialeah. FI •3 12
Ph: (305 %a 2
F=000325-514 8
Drawn �,: RE
Date 04 -02 -08
Scale: 1 /2"'=1
Revision:
Revision:
DRAWING N0.
SHQS —o4
SHEET
2 OF 6
••
•
•
•
• •
•
•
•
•
•
•
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL Cl
ATTACHMENT TO PRE -CAST SILL
2" BY WOOD BUCK
TYPICAL ANCHORS
1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL C3
ATTACHMENT TO WOOD
ti
3/4" MAX. NON— SHRINK GROUT
OR 1" BY WOOD BUCK
•
2 1/2" MIN.
2 1/2" MIN.
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
OR NON SHRINK NON METALLIC GROUT
(FOR MAX, ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL C2
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
1/4" SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL C4
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUMINUM 1/8" MIN. THICKNESS)
TYPICAL SILL SECTIONS
IMPACT RESISTANT WINDOW
Apprevrtl as c:yy4 1yt$
F -;;a' akkngC
Nsa,�s /gtri k' 11 %l ' /3C
NNW 02,2P q C
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
En
SunshinQ , igd,ws
Manufactai94,.k1c.
1745 W. 430.Iiicce
NW Josh, nod o 33912
Ph: (305)3.43952
Fo:e(3051 St'18
SINGLE HUNG IMPACT RESISTANT WINDOW':, •:i
Drown Uv: RE
Dote: 04 -02 -08
soot: 1/2"=1'
RevI&on:
Revision:
DRAWING NO.
SH08 -05
SHEET
3 OF 6
•••••
••••
• •••
.
• •
. •
•
• •
• •
• •
• •
•• •
•
•
•
1 /4" MAX.
SHIM SPA�C£
1 1 /4"
MIN.
. w4.
•
2" BY WOOD BUCK
TYPICAL ANCHORS
1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL D2
ATTACHMENT TO WOOD
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL D1
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
1/4" SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL VALJDS FOR JAMBS, HEAD AND SILL
MIAMI —DADE COUNTY APROVED
ULLION
ATTACHMENT TO MULLION DETAIL
TYPICAL .LAMB SECTIONS
IMPACT RESISTANT WINDOW
1/4" MAX.
SHIM SPACE
0
0
of „,,��
-
TYPICAL ANCHORS
1/4" SMS THROUGH METAL.
(FOR MAX, ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL D3
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUMINUM 1/8" MIN. THICKNESS)
Approved es emptying with the
Merida '... hug y
It / fi . !Li • • Ai
NO •i.:ers rie r/x
fly
11
''W "1,
wow
4_ of_ 08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshinelii do4
Manufactufing, :lee.
1745 zimemadtt
HHoleeh. Floridp• ,,Q11.•2
Ph: (3° )S�iiirt
Fax:005)11,7 :: :113
•• ••
• • •
• •
• •
s
N
a
0
DrownFir: RF
Dote: 04-02-08
SCOIe: 1/2"=1'
Revision:
Revision:
DRAWING NO.
SH08 -06
SHEET
40F6
••••
• •
••••
• •..
• • •
.• •
•
•• •
• • •
• ••
• •
• • •
•• •.
•
• •
•
• •
•
t
Sunshine Windows
Manufattrtny,
1145 MI'S& .33rd
filaktah. FoldNa. 53,012
Ph: (305)841141-1052
Fax:00 18
5041
,
(SEE DETAILS
D1, 02 AND D3
ON SHEET 4 OF 6)
WINDOW WIDTH
HORIZONTAL SECTION
LATCH OPTION
VERTICAL SECTION
WITH TOP LOCK
Approved IN ceoplylag with the
florkia tog
Dwe
NO
MIsio Dade Pradtrui
DRAWING NO,
SH08-02
VERTICAL SECTION
IMPACT RESISTANT WINDOW
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
SHEET
5 OF 6
••••
•
••••
•
• • • • •0
• •
•• •
• • •
• • •
• •
• • • • • • •
• 0
• •
• •
• • • •
•
• • •
•
• •
• • •
'---
1.312
2.082 ---d
.050
REQD:
H F- 0.304
0.395 ?
1— 01750
-1 0.812I-
2.125
1.750
1
Lu_L
FRAME HEAD
6063 —T5
1.250
SW52101
1
FRAME SILL
6063 —T5
3
GLAZING BEAT
6063 —T6
MEETING RAIL
6063—T5
:-' :
_L.
' FRAME HEAD
6063-15
4
SW40111
0.937 H
H 1.625 H
2.127
1"''-..
0.062
2.314
1
2.000
-�
'
0.080
1.875
SASH
6063
0.050
- I
SW8202B
2
SASH CAM
NYLON
8
SW -012
2
SASH SIDE RAIL
0.812 I --
TOP RAIL
SW -017
-15
0.68
_L_I---
2.078 ----I
FRAME SILL
SW -52101
6063 -15
AS RE4
2.375 — ---
FRAME JAMB
SW -011
6063 —T5
1---- 1.890 —I
1.---1- 0.592
SW8202A
0.1870
2.750
NYLON
11
SW43353
2 /VENT
LATCH BOTTOM RAIL
O.Ofi2
T
I
1.000
1
--I
SASH
SW
606,3-75
0.050
I--
SIDE RAIL
-012
0.7119
_
�,,,�n, 1324
' ;
SASH BOTTON RAIL
PLASTIC KOCETAL K.300
SW -43353
--�
SASH
1.000 I--
BOTTOM RAIL
SW -43355
6063 -75
MATERIAL LIST
ITEM #
PART #
REQD:
DESCRIPIION
MATERIAL
1
SW -014
1
FRAME HEAD
6063 —T5
2
SW52101
1
FRAME SILL
6063 —T5
3
SW -011
2
FRAME JAMB
6063 —T5
4
SW40111
1
MEETING RAIL
6063 -75
5
SW -017
1
SASH TOP RAIL
6063 -75
8
SW43355
1
SASH BOTTOM RAIL
606,3—T5
7
SW8202B
2
SASH CAM
NYLON
8
SW -012
2
SASH SIDE RAIL
6063 -75
9
SW—AS
AS RE4
ASSEMBLY SCREWS
# 8X1" PH PHILUP CRS
10
SW8202A
4/VENT
FACE GUIDES
NYLON
11
SW43353
2 /VENT
LATCH BOTTOM RAIL
PLASTIC
12
SW1820
AS ROD
SEAL PILE
FELT
13
SW3257
AS RQD
WEATHER STRIP BULB
VINYL
14
—
AS RQD
SILICONE
DC- 899/GE -1200
15
SWW101
AS ROD
GLAZING BEAD
6063 -78
16
SW540
2
SPIRAL BALANCE
ALUMINUM
17
SW -667
2/VENT
LATCH
ZINC
18
SW3082
AS RQD
WEATHER STRIP BULB
VINYL
IMPACT RESISTANT WINDOW
Approved is complying via the
D rkla 20
NOAH giverefralgelgri
Mond Prcdaet
D
4-_ o2 -o8
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine', do s
�i�D�.O
Manufac Q•••I•C.
Tale . 3, j(!_ , 12 e
Hlakah, 12
Ph: (305)M!1952
Fmc:(30558tretl8
i•1
Drown ew. RF
Dabs: 04 -02 -0
Scale: 1/2"..1'
Revision:
Revision:
DRAWING NO.
SH08 -03
SHEET
6 OF 6
•
•••• •
••••
•
• ••• •
• • • •
•• •
• • •
• • • •
• •
••
• •
• •
•• ••
• •
•
• •
•
•
• •
• • •
FALSE MU#TINS (SURFACE APPLIED;
MAY BE USED
3' MAX.
8 1/2' MAX.
DESIGN PRESSURE CHART- PSF
SERIES -1650
ALUMINUM HORIZONTAL SLIDING WINDOW (XOX)
IMPACT RESISTANT GLASS
WINDOW
DIMENSION
ANCHOR
SCHEDULE
HURRICANEPROTECCION
IS NOT REQUIRED
WIDTH
HEIOHT
HAD&
PER
EXTERIOR ( +)
INTERIOR ( -)
4
aj
Z
rn
74'
8"
9
3
60.00
60.00
108, 1/4"
13
60.00
60.00
111"
14
60.00
60.00
74"
38 3/8"
9
4
60.00
60.00
106 1/4"
13
60.00
60.00
111"
14
60.00
60.00
74'
50 5/8"
9
5
60.00
60.00
106 1/4'
13
60.00
60.00
111"
14
60.00
60.00
74'
83'
9
6
60.00
60.00
1o81/4'
13
56.00
56.00
111'
14
56.80
56.80
MODULAR SIZES
72'
24"
9
60.00
60.00
84'
11
60.00
60.00
98'
12
60.00
60.00
108
13
60.00
60.00
72"
_
9
4
60.00
, 60.00
84•
11
60.00
60.00
96"
12
60.00
60.00
108'
13
60.00
60.00
72'
48"
9
5
60.00
60.00
84"
11
60.00
60.00
98'
12
60.00
60.00
108"
13
60.00
60.00
72'
80'
9
6
60.00
60.00
84"
11
60.00
60.00
98'
12
60.00
60,00
108"
13
56.40
56.40
FALSE MU#TINS (SURFACE APPLIED;
MAY BE USED
3' MAX.
8 1/2' MAX.
3" MAX.
WINDOW WIDTH
8 1/2' MAX.
TYPICAL ELEVATION (XOX) 25/50/25
TIPICAL ANCHORS:
-INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE
1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD.
-INTO 1 BY WOOD BUCKS, NON- SHRINK GROUT OR INTO MASONRY
1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY,
-INTO METAL STRUCTURE 1/4" SMS 'THROUGH METAL.
GENERAL NOTES:
-FOR NUMBER OF ANCHORS REQUIRED FOR EACH
UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN
IN THE DESIGN PRESSURE CHART.
-APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO
OR MORE WINDOWS USING APPROVED MUWONS.
-XOX CONFIGURATION APPUES TO 25X- 50X -25%
PROPORTIONS FOR ALL DIMENSIONS ON CHART,
-XOX CONFIGURATION APPUES TO 331I- 33 % -33%
PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84"
- REFERENCES: TEST REPORTS FTL -5352.
THIS PRODUCT MEETS THE REQUIR.EMEN'IS
OF THE 2004 FLORIDA BUILDING CODE
IMPACT RESISTANT WINDOWS
GLAZING
TYPICAL ELEVATION (XOX) 33/33/33
MATERIAL :
0.34" LAMINATED GLASS USING TWO LIGHTS OF 1/8"
HEAT STRENGTHENED GLASS WITH AN 0.090" PVB
INTERLAYER BY DUPONT
METHOD:
INTERIOR GLAZED WITH 3/6" GLAZING PENETRATION
USING A CLEAR COLORED SIUCONE DOW CORNING 899
AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD
WITH A VINYL BULB BETWEEN THE BEAD AND GLASS.
VaSfive
u Qlt.... 1.9:./.3
7.24 --08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
• •
•• ••
Drawn 8v: RF
Date: 07 -21 -08
Scot: 1/2"..1'
Revision:
Revision:
DRAWING NO.
HR08 -02
SHEET
1 OF 6
• .•
• ••
• •••
• • •
•
•
•• •
• •
• ••
• •
• • •
• ••
•
• •
•• •••
•
•
.•
•
•
•••
L _ILA,'
,..-1--
11 1 11
IMPACT GLASS
'lI-'..._r
11
IMPACTIIIXASS
--Tr---
II / Il
__JLJL_
.
- - -1r- ..... --Ir-' -.._
II :sag II
II II
1 il l Ia 1
. _...
r ,-
- --1r- -
zss II
11
11
3" MAX.
WINDOW WIDTH
8 1/2' MAX.
TYPICAL ELEVATION (XOX) 25/50/25
TIPICAL ANCHORS:
-INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE
1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD.
-INTO 1 BY WOOD BUCKS, NON- SHRINK GROUT OR INTO MASONRY
1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY,
-INTO METAL STRUCTURE 1/4" SMS 'THROUGH METAL.
GENERAL NOTES:
-FOR NUMBER OF ANCHORS REQUIRED FOR EACH
UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN
IN THE DESIGN PRESSURE CHART.
-APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO
OR MORE WINDOWS USING APPROVED MUWONS.
-XOX CONFIGURATION APPUES TO 25X- 50X -25%
PROPORTIONS FOR ALL DIMENSIONS ON CHART,
-XOX CONFIGURATION APPUES TO 331I- 33 % -33%
PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84"
- REFERENCES: TEST REPORTS FTL -5352.
THIS PRODUCT MEETS THE REQUIR.EMEN'IS
OF THE 2004 FLORIDA BUILDING CODE
IMPACT RESISTANT WINDOWS
GLAZING
TYPICAL ELEVATION (XOX) 33/33/33
MATERIAL :
0.34" LAMINATED GLASS USING TWO LIGHTS OF 1/8"
HEAT STRENGTHENED GLASS WITH AN 0.090" PVB
INTERLAYER BY DUPONT
METHOD:
INTERIOR GLAZED WITH 3/6" GLAZING PENETRATION
USING A CLEAR COLORED SIUCONE DOW CORNING 899
AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD
WITH A VINYL BULB BETWEEN THE BEAD AND GLASS.
VaSfive
u Qlt.... 1.9:./.3
7.24 --08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
• •
•• ••
Drawn 8v: RF
Date: 07 -21 -08
Scot: 1/2"..1'
Revision:
Revision:
DRAWING NO.
HR08 -02
SHEET
1 OF 6
• .•
• ••
• •••
• • •
•
•
•• •
• •
• ••
• •
• • •
• ••
•
• •
•• •••
•
•
.•
•
•
•••
2 1 /2" MIN.
2 1 /2" MIN.
TIPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1 BY WOOD BUCK
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
1/4 "SMS 1 1/2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
4a .
TIPICAL ANCHORS
1/4" SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL Al
ATTACHMENT TO MASONRY
DETAIL A2
ATTACHMENT TO WOOD
'APICAL HEAD SEC; IIONS
PROM ..:: 1= ..'.'�1t..,....'.
as corn 1yii%tj
BaBdiati
Ar ep F�+aolQ�'_iwy2
IMPACT RESISTANT WINDOWS
rftli
"7- 2.4� -Dg
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
pr
_,..144
En
Sunshine ` Ijo,W.S
IuManuf ocfur�lsa dig.
17'4 W. 33rd. PI
• 3os 364.41952
1306 828 -8118
Drown B R F
Dot* 07 -21-08
Scale: 1 /2 " =1
Revision:
Revision:
DRAWING NO.
HR08 -02
SHEET
2OF6
Sunshine ` Ijo,W.S
IuManuf ocfur�lsa dig.
17'4 W. 33rd. PI
• 3os 364.41952
1306 828 -8118
Drown B R F
Dot* 07 -21-08
Scale: 1 /2 " =1
Revision:
Revision:
DRAWING NO.
HR08 -02
SHEET
2OF6
TIPICAL ANCHORS
1/•" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL B1
ATTACHMENT TO PRE-CAST SILL
TIPICAL SILL SECTIONS
IMPACT RESISTANT WINDOWS
TIPICAL ANCHORS
1/4* SMS 1 1/2" MIN. PENETRATION INTO WOOD,
(FOR MAX. ANCHOR SPACING AND. NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL. B2
ATTACHMENT TO WOOD
3/4* MAX. NON — SHRINK GROUT
OR 1* BY WOOD BUCK
* Y
•
TIPICAL ANCHORS
1/4* SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL B3
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM. 1/8* MIN, THICKNESS)
4 4 .
2 1 /2" MIN.
TIPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
OR NON SHRINK NON METAWC GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 8)
DETAIL B4
ATTACHMENT TO MASONRY
Sunshine iindows i
• Manufacturing; I r
• _1'�4 W.
33rd Plat.
"ten. _
•
421828-8118
•
•
•
•
•
•
•
4
PRODUCT R sV SS. D
tas complying with Wt
IBtdl+iirg Cod
Asceptance No •/
> R —i9- -2
Dado control
DIsisista
1- -24 -a8
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
••• •
•••
0000
• •
. •
••
• ••
• •
.• .0
0000 •
•.
• • •
•
••
. •
CD
T/1
•
Drawn Br: RF
Dots: 07 -21 -08
scale: 1/2 ",..1
Revision:
Revision:
DRAWING NO.
HR08 -02
SHEET
3 OF 6
1/4" MAX.
SHIM SPACE
4 4
4 •
•
f
4 •
•4.
i•
•
•
.N.
TIPICAL ANCHORS EMBEDMENT
INTO TAPCONS 1
THROUGH MIN. BY WOOD BUCK
OR NON SHRINK NON METAWC GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL El
ATTACHMENT TO MASONRY
MIAMI --DADE COUNTY APPROVED MULLION
ATTACHMENT TO MULLIONS DETAIL
TYPICAL JAMB SECTIONS
IMPACT RESISTANT WINDOWS
TIPICAL ANCHORS
1/4" SMS THROUGH METAL.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL VAUD FOR JAMBS. HEAD ANS SILL
DETAIL E2
ATTACHMENT TO WOOD
TIPICAL ANCHORS
1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
TIPICAL ANCHORS
/4" SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO SHEET 1 OF 6)
DETAIL E3
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM. 1/8" MIN, THICKNESS)
I(1;1)1 t J12JIiji l jlli
Sunshine Windows
Mgnufacturi l;c;
• f745 W. 33rd Place
fUOId,Ch. 3> 2 • likt4:003 828-5118
se
• ••
.. ... •
•
• •
•. •• •• •
•• •
• •
• •.
•. •.•
• • •
• •
•
• •
• •
• • •
• • ®• •
3
C%1
`n c
U
O
I TREVISED
m,, with 1@
Merida
;MMus Expiration Date
'7-24-08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Drown By RF
Date: 07 -21 -08
scot 1/2 " °1'
Revision:
Revision:
DRAWING NO.
HR08 -02
SHEET
4 OF 6
•
•
•
.••••
• •
1••••
•
•
•
• •
•
WINDOW WIDTH
r•
WINDOW HEIGHT
itsd
VERTICAL SECTION
WITH SILL RISER
IMPACT RESISTANT WINDOWS
HORIZONTAL SECTION (XOX)
•
•
•
•
Sunshine Windows
Manufacturiwinc-.
IA, W. 33rd 142 41'
• •j y Florida a3o3$ •
Ph ao5 4-99$2 •
"Ittra05 -4,118 •
ass•
•
••••
••
•
•
•
•
PRODOCT REVISED
es complying with the DorOn
Building Code
Acceptance Nei —0820 •/2
Date
Orristou
`7 -24 —og
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
••••
.... .
• •
• • •
.•
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4
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•• •
• • ►
• ••
• •
• • •
•• ••
•
Drawn EN: RF
'sate: 07 -21 -08
scow 1/2. -1'
Revision:
Revision:
DRAWING N0.
HR08 --02
SHEET
5 OF 6
•
•
•
•
•
•
•
• •
•
•S
•
•
• •
• •••
• ••
.. •
•
•
• • .1 • •
• •
• • •
••I ••
•
•
• •
• •
• •
• •
•
•
•
• •
, • • •
•••••
MATERIAL LIST
ITEM W
PART#
REQD.
DESCRIPTION
MATERIAL
1
SW -019
1
FRAME HEAD
6063 -T5
2
SW -019
1
FRAME SILL
6063 -T5
3
SWxxx2
1
INSERT TRACK
6063-15
4
stir -101
AS RQD
IMPACT GLAZING BEAD
6063-T6
5
SW -012
2/VENT
SLIDER TOP /BOTTOM RAIL
6063 -15
6
SW3019
AS RQD
FIN SEAL PILE
FELT
7
SW1520
AS RQD
GLAZING TAPE
FOAM
8
SW321W
2 /VENT
WHEEL
BRASS
9
SW -017
1/VENT
MOVING MEETING RAIL
606315
10
SW4011
2
FIXED MEETING RAIL
6063 -T5
11
SW-AS
AS R00
ASSEMBLY SCREWS
O 8X1" PH PHILLIP CRS
12
SW -013
2
JAMB
6063 -5
13
SW -016
1/VENT
MOVING SIDE RAIL
6063-T5
14
SW3257
AS RQD
WEATHER STRIP BULB
VINYL
13
SW -667
AS RQD
LATCH
ZINC
16
SW -S10
2 /SILL
RETICULATED FILTER
FOAM
17
-
AS RQD
SILICONE
DOW CORNING 899
18
SW4077
1
SILL RISER
6063 -75
GLAZING DETAIL
IMPACT RESISTANT WINDOWS
H F-0364
M
•
0.812
t--- 1.625 ---I
1.8
r
75
-" 7 j---
. , >
0050
2125
1.750
1
HR08 --02
0.395
-t-^
l
00
�,
0.050
It''h . _____J
1.250
MOVING
SW-017
6083-T5
i
0.812 I---
MEETING RAIL
IMPACT GLAZE
SSW
6063
BEAU
-101
-T6
j
FIXED MEETING RAIL
SW -40111
8063 -75
INSERT
1.000
1.875
i`
,
f
RAIL
1.000 �1
SLIDER TOP
SW
6063
L
_
0.810
0.592
1 0.060
,.
t"---
1-...-
ARO BOTTOM RAIL
-012
-15
.750
MOVING
1.000
SIDE
SW -016
8063 -T5
TRACK
SW -XXX21
6083 -75
i
1250
4-
0.078
1.509
I_
3.062
2.750
1.750
1.437
0.687
2.077 —.I
J
2,000
FRAME JAMB
SW -013
6063 -75
SILL RISER
SW -40771
8083 -75
FRAME
HMO AND SILL
SW- 019 /SW -44287
6063 -75
PRoDuar REVISED
6I4 St,iog witht,' the Flesi&a
Cae
wiz
Division
Product Control
N1741
7 -24 —o8
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Ird
•
Sunshine
Monufaccirmg,
1H ale•h. it
Ph:
Fax
M
•
Windows
Jnc.
33$12
998
:w : *,118
Dawn RF
Otte: 07 -21 -08
Seale: 1/2 "'=1'
Ravklon:
Revleton:
DRAWING 140.
HR08 --02
SHEET
6 OF 6
GLAZING UNIT. SEE NOTE 1
OF GENERAL NOTES
2"
VERTICAL
PROCEDURE FOR MULLION SELECTION
1. DLI LRMINE DESIGN PRESSURE BY COMPUTING THE WIND
LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE.
2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE
THE MULLION 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.
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 6063 —T5.
3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND
STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS
PRODUCT APPROVAL.
4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON
TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS
ARE CONSIDERED.
PRODUCT REV13
ss comptyM with 13gE i a
iv.41t-,- 0.1402
Ex ,._ • Dote ',mom' • 12
-a4
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd •P
Hialeah, Florida 33012
Fox:(�3O5j )o828 j •
•.•1
•
••• 1
4 •• •.
..••. •
E .-: •�
w Mfa
U
iiiiiiiitnAl
imillai
W
Drown Sy; R F
Date: 9 -30 -05
Saute: 1/2"=1"
Revision:
Revision:
DRAWING No:
SW-01 —07
SHEET
1 OF 7
•
•
•
•
••••
• •
•..•
• •••
• • •
•• •
•
•• •
•
• •• •
•
•
• • •
•• • ••
•
• •
•
• •
•
TUBE
SPAN
TRIBU'ARY
'H
�
DESIGN
RE
PRESSU IN
TUBE
SPAN
90
39.20
Revision:
80
44.10
SHEET
2 OF 7
70
50.40
38.38
60
58.80
50
70.56
40
88.19
30
117.59
38.38
20
176.39
74.25
90
-
80
-
70
-
50.63
,60
25.61
50
30.73
40
38.42
30
51.22
20
76.84
1 X 2
20
69.61
90
-
45.86
BO
-
70
-
60
-
56.00
50
-
40
28.39
50.63
30
37.86
84.0
20
56.78
90
-
80
-
70
-
63.00
60
-
50
-
40
-
30
26.59
20
39.88
TUBE
SPAN
TRIBUTARY
(n)
DESIGN
PRMURE
TUBE
SPAN
TRIBUTARY
iY)DD)H
1190
DESIGN
PRESSURE
(II N
Revision:
90
79.81
SHEET
2 OF 7
90
-�l
80
89.79
80
-
70
102.61
70
-
38.38
60
119.71
74.25
60
-
50
143.66
50
27.84
40
17957
40
34,81
30
239.43
30
46.41
20
359.14
20
69.61
90
45.86
90
-
80
51.59
80
-
70
58.96
70
-
50.63
60
68,79
84.0
64
-
50
82.55
50
-
40
103.10
40
-
30
137,58
30
32.05
20
206.38
20
48.08
1X3
1X3
90
, 36.06
90
-
80
40.56
80
-
70
46.36
70
-
60
54.09
60
-
56.00
50
64.90
96.00
50
-
40
81.13
40
-
30
108.17
30
-
20
162.26
20
32.21
90
25.32
80
80
28.49
IIIIIIIII
70
70
32,56
all=
74.25
63.00
60
37.99
1111111-
50
50
45.58
�
40
40
56.98
30 1021
30
75.97
MIME
20
149.07
20
113.96
NOTE:
INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY
WIDTH TO DETERMINE DESIGN PRESSURES.
TUBE
SPAN
•e:
1DNIfl
DESIGN
PRRIP
° TUBE
SPAN
'IBUT '
VW
DESIGN
" ) ''+z
Revision:
90
73.65
SHEET
2 OF 7
90
-
80
82.86
80
25.74
70
ci
70
Cla
50.63
60
110.47
84.00
60
50
132.57
50
41.18
40
165.71
40
51.48
30
220.95
30
20
331.42
20
102.95
90
60.20
90
-
80
67.73
80
-
70
77.40
70
-
56.00
60
90.30
96.00
60
50
108.36
50
27.59
40
Oa
40
34.49
30
180.61
30
20
270.91
20
68.97
1X4
1X4
90
47.57
90
--
80
80
-
70
cm
70
-
60
71.35
60
-
63.00
5°
1E1
108.00
50
a
40
107.03
40
-
30
142.70
30
go
20
214.05
20
iii
90
33.13
80
37.27
IIIIIIIII
70
42.59
all=
74.25
60
CI
1111111-
50
�
40
30 1021
MIME
20
149.07
HORIZONTAL. MUWON
VERTICAL MUWON
MULLION SPAN
TRIBUTARY WIDTH = - W1 + W2
2
Ha ONTAL Mth.LION
WI
W2
TRIBUTARY WIDTH =. Wi + W2
2
111112L MULLION
PRODUCT REVISED
as complying with the Florida
Raiding Cods
Acoeprs es rtyao • "0 • . •
,.. • k
/.rfrk. •
Ps+eibtat Ceettrall
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Ploe
Hialeah, Fordo 33014
Ph: (305)354-9952
Fox :(305)828 -5,AP
•••
••
•
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
MULLION SPAN
TRIBUTARY WIDTH = - W1 + W2
2
Ha ONTAL Mth.LION
WI
W2
TRIBUTARY WIDTH =. Wi + W2
2
111112L MULLION
PRODUCT REVISED
as complying with the Florida
Raiding Cods
Acoeprs es rtyao • "0 • . •
,.. • k
/.rfrk. •
Ps+eibtat Ceettrall
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Ploe
Hialeah, Fordo 33014
Ph: (305)354-9952
Fox :(305)828 -5,AP
•••
••
•
FRANCISCO NERNANDEZ P. E.
Structural Engineering
15113 SW 35 Terr.
Miiomi, Florida 33185
Plane (305) 227 -6901
•
Drawn Nay; RF
Date: 9 -30 -05
Scale: NTS
Revision:
Revision:
DRAWING NO.
SW- 01--07
SHEET
2 OF 7
•
••
••
••
••
•
••
•
•
•
••••
• •
•
••••
• •••
• • •
•• •
•
•
••
• •
•• • • •
• • •
• ••
• •
• • •
•• ••
• •
•
• • •
• •
• • •
•
• •
• • •
•
TUBE
spAN
?TH TRIBUTARY
PR IN DESIGN RE
TUBE
SPAN
`
TRIBUT 0 1
PRESS DESIGN •u
GLAZING
PRODUCT
90
107.49
SHEET
3 OF 7
90
33.39
80
120.93
80
70
138.20
70
41.70
50.63
60
161.23
84.00
60
50.09
50
198.48
50
60.10
40
241.85
40
EU
30
322.47
30
100.17
20
483.70
20
150.26
90
87.86
90
-
80
98.85
60
III
70
112.97
70
28,76
56.00
69
131-79
96.00
6°
1121
74.25
50
158.15
120.00
50
40.26
40
197.69
40
50.33
30
263 .59
30
67.11
20
395.38
20
100.66
2X4
20
308.75
2X4
20
118.21
90
69.42
90
'
-
80
60.31
80
78.10
80
-
70
89.26
70
-
84.00
60
104.13
132.00
60
63,00
50
124.96
108.00
50
28.28
40
156.20
40
nil
30
208.27
30
SU
20
312.40
20
70.70
90
48.35
90
-
80
54.39
80
-
70
62.16
70
-
74.25
60
72.52
120.00
60
-
96.00
50
87,02
144.00
50
-
40
108.78
40
25.77
30
145.04
30
34.36
20
217.56
20
51.54
NOTE:
INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY
WIDTH TO DETERMINE DESIGN PRESSURES.
TUBE
SPAN
WTNT•
{IH)
TUBE
SPAN
IBUTIDNT)14ARY
`A"12
GLAZING
PRODUCT
90
95.30
SHEET
3 OF 7
90
32.43
80
107.22
80
70
122.53
70
41.70
63.00
60
142.96
108.00
50
171.55
50
58.37
40
214.43
40
72.97
30
285.91
30
20
428.87
20
145.93
90
68.61
90
26.27
80
77,19
80
29.55
70
70
33.77
80
102.92
80
39.40
74.25
120.00
50
123.50
50
47.28
40
40
59.10
30
205.83
30
78.80
zXS
20
308.75
2X5
20
118.21
90
53.61
90
-
80
60.31
80
70
co
70
-
84.00
60
80.41
132.00
50
50
39.08
40
120.62
40
48.85
30
160.82
30
65.13
20
241.24
20
97.89
90
41.04
90
-
80
46.17
80
70
ism
70
6°
121111
60
Iasi
96.00
50
7
144.00
5° lea
40
40
41.04
30
123.13
30
20
184.70
20
82.09
HORIZONTAL MUWON
VERTICAL MUWON
MUWON SPAN "I
TRIBUTARY WIDTH= W1 + W2
2
H0BL.
W1
W2
TRIBUTARY WIDTH= W1 + W2
2
. MUWON
PRODUCt REVISED
an winiptikts wfb ale
Ranktbas Colo
Acationate
1,
Date
FRANCISCO HERNANDEZ
FLORIDA PEI 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida
Ph: (305)384- 2
rox 305 28 --314 S
•••
•
PRODUCT
W
Drown 8z RF
Dote: 9- 30-05
scare: NTS
GLAZING
PRODUCT
GLAZING
PRODUCT
MUWON SPAN "I
TRIBUTARY WIDTH= W1 + W2
2
H0BL.
W1
W2
TRIBUTARY WIDTH= W1 + W2
2
. MUWON
PRODUCt REVISED
an winiptikts wfb ale
Ranktbas Colo
Acationate
1,
Date
FRANCISCO HERNANDEZ
FLORIDA PEI 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd Place
Hialeah, Florida
Ph: (305)384- 2
rox 305 28 --314 S
•••
•
FRANCISCO HERNANDEZ P. E.
Structural Engineering
15113 SW 35 Tarr.
Miami, Florida 33185
Phone (305) 227 -6901
•• ••• • •
• • • •
• • .•
W
Drown 8z RF
Dote: 9- 30-05
scare: NTS
Revision:
Reviaion• .
DRAWING NO.
SW -01 -07
SHEET
3 OF 7
•
•
•
•
•
••••
•
•
••••
• •••
• • •
•• •
•
•
• •
•• • • •
• • •
• ••
• •
• • •
•• ••
• •
• • •
•
• •
•
•
ANCHOR
TYE P
SPAN
`TRIBUTARY
WITH
DESIGN
P INURE
1
TYPE
SPAN
TRIBUTARY
WIDTH
DESIGN
iN URE
Revision: •
85
64.98
SHEET
4 OF 7
43
66.61
60
92.05
40
71.61
38.38
40
138.07
74.00
30
95.48
60
139.57
20
276.14
20
143.22
65
64.42
11211112
39
64.70
50
83.74
30
84.11
50,63
70
84.00
30
139.57
20
126.17
57.00
60
1112
20
209.35
34
64.94
A &0
120.00
50
70.66
A &D
42
117.08
57
85.24
30
73.60
85
96.00
50
74.37
20
110.40
57.00
30
123.96
63.00
30
65.42
20
185.94
108.00
25
78.51
B,CdcE
52
64.70
SI
177.08
20
98.13
B,C &E
40
84,11
11311021
63.00
50
64.23
70
12111
30
112.15
80.29
72.00
20
168.23
50
117.76
NOTE:
INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY
WIDTH TO DETERMINE DESIGN PRESSURES.
WANCifr
SPAN
' IBUT '
WIDTH
DESIGN
' *3
Drawn By. RF
SPAN
BUT'
WIDTH
DESIGN
PR IN e:
Revision: •
85
98.52
SHEET
4 OF 7
85
46.18
70
119.63
70
56.08
50.63
60
139.57
50
78.51
108.00
11211112
40
98.13
85
87.50
22
178.42
70
106.25
85
41.56
57.00
60
1112
70
50.47
50
120.00
50
70.66
42
117.08
40
88.32
85
79.17
30
117.76
65
103.53
20
176.64
63.00
50
78
41.17
B,CdcE
SI
177.08
70
45.88
B,C &E
11311021
50
64.23
70
12111
132.00
40
80.29
72.00
50
117.76
30
107.05
II
178.42
59.37
20
160,58
73
40.33
70
72.10
60
49.07
84.00
50
1004.94
50
58.88
29
174.03
144.00
40
73.60
85,
51.95
30
98.13
70
63.09
20
147.20
96.00
50
88.32
40
110.40
25
176.64
MUWON SPAN
TRIBUTARY WIDTH =,.Wj + W2
2
103010.11111121
W1
W2
TRIBUTARY WIDTH= Wt. + W2
2
VERTICAL. WUWON
PRODUCT REVISED
ae
coraptiesig with the Florida
NailJag Coda
bt�Pla 1 '0_ '.0
t, r r.►t4-
RIF
rvegtott
012
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Windows
Manufacturing, Inc.
1745 W. 33rd P$ ce
Hialeah, Florida 33g0�7?
Ph: Fax:�305 511'8
•••
••
•••
ii,
FRANCISCO HERNANDEZ P. B.
Structural Engineering
15113 SW 35 Terr.
Miami, Florida 33185
Phone (305) 227 -6901
•• ••• • •
• • • •
W
i
'
Drawn By. RF
Dote: 9 -30 -05
Scale: NTS
Revision:
Revision: •
DRAWING NO.
SW-01 -07
SHEET
4 OF 7
is
•
•
•
•
•
•
•
•
•
• •
•
• ••• •
• • • •
•• •
• • •
•• • • •
• • •
• ••
• •
• • •
•• ••
• •
•
• • •
• •
•
• •
• • • •
•
2" X 2" X 1/8"
ALUM. ANGLE
2) EA. ANGLE
14 S.M.S.
ANCHOR TYPE "A"
1" BY OR 2" BY W000
BY OTHERS
L1
1" X 3" ALUM. TUBE
2" X 2" X 1/8"
2 5/8'�LO E
114 S.M.S.
(2) EA. ANGLE
1" X 3" , 1" X 4"
2" X 4" OR 2" X 6 "ALUM. TUBE
ANCHOR TYPE "B"
1" BY DR 2" BY WOOD
4 BY OTHERS
1 14 S.M.S. 1 1/2" MIN. EMBEDMENT
INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN.
EMBEDMENT INTO CONCRETE, (1) PER ANGLE
1" BY OR 2" BY WOOD
BY OTHERS
14 S.M.S. 1 1/2" MIN. EMBEDMENT
INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN,
EMBEDMENT INTO CONCRETE, (1) PER ANGLE
2" X 2" X 1/8" ALUM. ANGLE
2 5/8" LONG FOR 3" MULLION
3 5/8" LONG FOR 4" MUWON
5 5/8" LONG FOR 6" MULLION
2) EA. ANGLE
14 S.M.S.
ANCHOR TYPE "C"
2" X 2" X 1/8"
ALUM. ANGLE
f 14 S.M.S.
(3) EA. ANGLE
1" BY OR 2" BY WOOD
BY OTHERS
1" a 4"
OR 2 "4X �6" ALUM. TUBE
11 14 S.M.S. 1 1/2" MIN. EMBEDMENT
INTO WOOD OR 1/4" TAPCONS t 1/4" MIN.
EMBEDMENT INTO CONCRETE, (2) PER ANGLE
1" BY OR 2° BY WOOD
BY OTHERS
. 4
4'
a
114 S.M.S.
(2) EA. ANGLE
ALUM. ANGLE
1/4" TAPCONS 2" MIN.
EMBEDMENT INTO CONCRETE
1/2"
NOTE:
1- MUWON CONNECTIONS SHOWN ON THOS
SHEET ARE APPLICABLE TO VERTICAL OR
HORIZONTAL MUWONS.
2•- WOOD BUCK BY OTHERS MUST BE PROPERLY
ANCHORED TO TRANSFER LOAD TO THE STRUCTURE
AND TO BE RENEWED BY BUILDING OFFICIAL
NOTE **
PROVIDE 2 1/2" MIN. DISTANCE TO EDGE
OF CONCRETE IN ANY DIRECTION
DETAIL OF ATTACHMENT TO PRECAST SILL
2" X 2" X 1/8" ALUM. ANGLE
3 5/8" LO FOR 4M MUWON
5 5/8" LONG FOR 6 MUWON
f14 S.M.S.
(3) EA, ANGLE
1 14 S.M.S. 1 1/27 MIN. EMBEDMENT —
INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN.
EMBEDMENT INTO CONCRETE, (2) PER ANGLE
1/4" TAPCONS 1 1/4" MIN.
EMBEDMENT INTO CONCRETE,
(2) PER ANGLE
1/4" TAPCONS 1 1/4" MIN.
EMBEDMENT INTO CONCRETE,
(2) PER ANGLE
PRODUCT REVISED
es cleeptykag with Ike Feeddda
Neldlea Cade
Anoldonce Pk,
FRANCISCO HERNANDEZ
FLORIDA PE 51393
Sunshine Wm
Manufacturing, Inc.
1745 W. 33rd Poi
Hialeah. Florida 33612
Ph: (305)384+9g6li! l
Fax:(305)828 - 1j gi
••••
•
W •
•• •I
C
1.;,_-5 •
N • •
••
c cameL • •
WM,Pr
a
r2iti
111121
z
a
a
5
m
1
Drawn ey: RF
Dote: 9 —30 -05
scale: 1/2"=1"
Revision:
Revision:
DRAWING No:
SW -01 -07
SHEET
5 OF 7
►
►
•••
• •
•••a
• •••
• • •
•• •
•
•. •
• • •
• ••
• •
• • •
•• ••
•
• •
•
• •
•
ANCHOR TYPE "A"
ANCHOR TYPE "B"
1" BY OR 2" BY WOOD 1" BY OR 2" BY WOOD
BY OTHERS d BY OTHERS
1 "X2 "OR
1" X 3" ALUM. TUBE
ALUM. "V" CLIP
1 5/8" LONG FOR 2" MUWON
2 5/8" LONG FOR 3" MUWON
4
1 "X3 ", 1 "X4"
2" X 4" SR 2" X 6" ALUM. TUBE
# 14 S.M.S. 1 1/4" MIN. EMBEDMENT
INTO WOOD OR 1/4" TAPCONS 1 1/4" . MIN.
EMBEDMENT INTO CONCRETE. (1) PER LEG
•1 "BYOR2 "BYWOOD
BY OTHERS
14 S.M.S. 1 1/40 MIN. EMBEDMENT
INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN.
EMBEDMENT INTO CONCRETE, (1) PER LEG
ALUM. CUP
1/4" TAPCONS 2" MIN.
EMBEDMENT INTO CONCRETE
ALUMINUM 'V" CLIP
2 5/8" LANG FOR 3" MUWON
3 5/8" LONG FOR 4" MUWON
5 5/8" LONG FOR 6" MULLION
ANCHOR TYPE "C"
1" BY OR 2" BY WOOD
4 BY OTHERS
1" " , " "
OR 2" X 6 ALUM. TUBE
# 14 S.M.S. 1 1/4" MIN. EMBEDMENT
INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN,
EMBEDMENT INTO CONCRETE, (2) PER LEG
ALUMINUM V' CLIP
3 5/8" LONG FOR 4" MULLION
5 5/8" LONG FOR 6" MULLION
II 14 S.M.S. 1 1/4" MIN. EMBEDMENT
INTO W000 OR 1/4" TAPCONS 1 1/4" MIN.
EMBEDMENT INTO CONCRETE. (2) PER LEG
NOTE:
1- MUWON CONNECTIONS SHOWN ON THIS
SHEET ARE APPLICABLE TO VERTICAL OR
HORIZONTAL MULLIONS.
2- WOOD BUCK BY OTHERS MUST BE PROPERLY
ANCHORED TO TRANSFER LOAD TO THE STRUCTURE
AND TO BE REVIEWED BY BUILDING OFFICIAL
NOTE **
PROVIDE 2 1/2" MIN. DISTANCE TO EDGE
OF' CONCRETE IN ANY DIRECTION
DETAIL OF ATTACHMENT TO PRECAST SIIL
1/4" TAPCONS 1 1/4" MIN.
EMBEDMENT INTO CONCRETE.
(2) PER LEG
d
3
1
0
1/4° TAPCONS 1 1/4" MIN.
EMBEDMENT INTO CONCRETE
(2) PER LEG
PRODUCT REVISED
ms cntaplyig mMA*a Needs
E3wl to Coda
I a -er. 02
Date 17.W/4-
..,.
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
.•••
• •
••••
•
• ••• •
• • • •
•• •
• • •
•• • • •
• • •
• ••
• •
• •
• • •
•• ••
•
• •
•
• •
•
• •
• • • •
•
Sunshine Windows
Manufacturing, Inc.
• •
1745 W. 33r11 Plots •
Hialeah, Florida 153012 1,
Ph: (305 3e Epttm,
Fax:305 5115
s
• 1
••••
04 • •
•
N 'C • • •
OA m • •
illi M 'cni.
14AltN
UM
litiAg
121
V
Owl
a
5
1
Drawn
tar R F
Dote:
9-- 30 -05
Scale:1
/2 " -1 "
Revision:
Revision:
DRAWING No:
SW- 01--07
SHEET
6 OF 7
.•••
• •
••••
•
• ••• •
• • • •
•• •
• • •
•• • • •
• • •
• ••
• •
• •
• • •
•• ••
•
• •
•
• •
•
• •
• • • •
•
• o 1
CUP (IYPICAL)
EU t CLIP
SECTION A -A
ALUMINUM "U" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDE TUBES
DETAILS OF MULLION TO MULLION CONNECTIONS
FOR 1" WIDE TUBES
Frnviretag C i! Dkvbfon
FRANCISCO HERNANDEZ
FLORIDA PE # 51303
Sunshine Windows
Manufacturing, Inc.
1745 W. 33r# PIaAe •
FII Ieah. Florida $3512 •
Ph: (3O5)364.
Fax:(305 828 —M
•
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U M �"'
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araWf 6) RF
Date: 9 -30-05
scale: 112A =1 "
Revision:
Revielon:
DRAWING No;
SW -01 -07
SHEET
7OF7
•
• ••• •
• • • •
•• •
• • •
•• • • •
• • •
• ••
• •
• •
• • •
•• ••
•
• •
•
• •
• • •
• • • •
•
•
la
kg4....
4j1-1/
•=1
5
1
..,
Sunshine Windows
Manufacturing, Inc.
1745 W. 33r# PIaAe •
FII Ieah. Florida $3512 •
Ph: (3O5)364.
Fax:(305 828 —M
•
4
Aa, � �
xa �L • • •
W � •
D
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U M �"'
O
W
a
araWf 6) RF
Date: 9 -30-05
scale: 112A =1 "
Revision:
Revielon:
DRAWING No;
SW -01 -07
SHEET
7OF7
•
• ••• •
• • • •
•• •
• • •
•• • • •
• • •
• ••
• •
• •
• • •
•• ••
•
• •
•
• •
• • •
• • • •
•
3 1/8" 10"
DESIGN PRESSURE CHART - PSF
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (XO)
HEAT STRENGTHENED LAMINATED IMPACT
RESISTANT GLASS
WINDOW
DIMENSION
ANCHOR
SCHEDULE
HURRICANE PROMOTION
IS NOT REQUIRED
WIDTH
HEIGHT
PER
HEAD &
SILL
pER
JAMB
13/4" SILL
3" SILL
EXT.
INT.
EXT.
INT.
STANDARD SIZES
26 1/2"
37"
331/8"
74"
26"
3
53.33
120.00
80.00
120.00
4
53.33
120.00
80.00
120.00
6
3
53.33
119.30
80,00
119.3
8
53.33
90.0
80.00
90.00
26 1/2"
37"
53 1/8"
74-
38 3/8"
3
53.33
120.0
80.00
120.00
4
53.33
120,0
80.00
120.00
6
5
53.33
95.50
80.00
95.50
8
53.33
78.90
78.90
78.90
37"
53 1/8"
74"
50 5/8"
4
53.33
104.70
80.00
104.70
6
6
53.33
88.40
80,00
88.40
8
53.33
67.30
67.30
67.30
37"
53 1/8"
74"
63"
4
7
53.33
88.20
80.00
88.20
6
53.33
75.00
75.00
75.00
8
53.33
62.00
62.00
62.00
)DULAR SIZES
24"
36"
48"
80"
72"
24"
3
3
53.33
120.0
80.00
120.0
4
53.33
120.0
80.00
120.0
5
53.33
120,0
80.00
120.0
6
53.33
120.00
80.00
120.0
7
53.33
90.00
80.00
90.00
24"
36"
48"
60"
72"
36"
3
4
53.33
120.00
80.00
120.0
4
53.33
120.00
80.00
120.0
5
53.33
120.00
80.00
120.0
6
53.33
99.90
80.00
99.90
7
53.33
88.60
80.00
88.60
36"
48 ""
60"
72"
4
53.33
100.40
80.00
100.40
5
53.33
93.90
80.00
93.90
6
5
53.33
87.00
80.00
87.00
7
53.33
74.30
74.30
74.30
36"
48"
60"
72"
4
53.33
90.00
80.00
90.00
60"
5
53.33
87,00
80.0
87.00
6
7
53.33
83.40
80.0
83.40
7
53.33
67.80
67.80
67.80
3 1/8" 10"
3 1/8"
MAX.
WINDOW WIDTH
10"
MAX.
M
;E)
TYPICAL ELEVATION (X0)
GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW.
1.- CONFIGURATIONS OX AND XO
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORTS FTL -5015 AND FTL -5331.
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004
FLORIDA BUILDING CODE
5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND
MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE
PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM
CONTACTING METALS SHALL BE PROPERLY PROTECTED.
6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT BUTACITE PVB. BETWEEN THE TWO LITES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
ACT RESISTANT WINDOW
FALSE MUNTINS (SURFACE APPLIED)
MAY BE USED
Approved os complying with the
Flotilla "u . ;• ; Code
Date • • !•
NOM •,Z' ry
lvl:ss ni Dale Pro
0' is
By
0
Control
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine Oinci
Manufacturing In,.
1745 W. 3Yd• ler.•e
Hialeah. Rot** l�
Ph: (305)34:419$82
Fax:(305)8241; 1,1'8
• •
•• ••
• • •
A. Aa
0
� H
ILT) cr/
ci)I4
H
HQ
N
Drawn By: R F
Dote: 03-14-08
Scale: 1/2 "=1'
Revision:
Revision:
DRAWING NO.
HS08 -01
SHEET
1 OF 7
0000
• •
0000
•
• •0• •
• • • •
•• •
• • •
•• • • •
• • •
• •0
• •
• • •
•0 ••
•
• •
•
• •
•
••
• •
• • •
•
IH
o
1
IMPACT
GLASS
1;
tI
it
11 i
;. ,
,/ {
4t
t.
jr^^•y
;
WINDOW HEIGHT
e
CO
M
7"
I MAXI
IMPACT
GLASS
MAX.
WINDOW WIDTH
7"
MAX.
TYPICAL ELEVATION (X0)
GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW,
1.- CONFIGURATIONS OX AND XO
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORTS FTL -5015 AND Fit -5331.
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004
FLORIDA BUILDING CODE
5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND
MUST BE MADE OF STAINLESS STEEL. OR HAVE ADEQUATE
PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM
CONTACTING METALS SHALL BE PROPERLY PROTECTED.
6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
IMPACT RESISTANT WINDOW
FALSE MUNTINS (SURFACE APPUED)
MAY BE USED
Approved as complying with the
Florida : ' ding Code
Data
NOA#
Miami Dade Product Control
By
3 -I' -08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
FA •
• •
Sunshine ' ew&
Manufacturing; tit?
1745 W. 3 14180
Htateoh. Flondo lam
Pt,: (3D5)31419 2
Fole(305)828 -5118
DESIGN PRESSURE CHART - PSF
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (%O)
HEAT STRENGTHENED LAMINATED IMPACT
RESISTANT GLASS
WINDOW
DIMENSION
ANCHOR
SCHEDULE
HURRICANE PROCTECTION
IS NOT REQUBED
WIDTH
HEIGHT
pER
HEAD &
SILL
PER
JAMB
13 4 SILL
3 n SILL
EXT.
INT.
EXT.
INT.
g
$
m
74"
38 3/8"
11
6
53.33
90.00
80.00
90.00
74"
50 5/8"
11
8
53.33
90.00
80.00
90.00
- 37"
83"
6
9
53.33
90.00
80.00
90.00
53 1/8"
8
53.33
90.00
80.00
90.00
74"
11
53.33
85.20
80.00
85.20
72"
48"
11
7
53.33
90.00
80,00
90.00
48"
80"
7
9
53.33
90.00
80.00
90.00
AA
60"
9
53.33
90.00
80.00
90.00
X
72"
11
53.33
90.00
80.00
90.00
WINDOW HEIGHT
e
CO
M
7"
I MAXI
IMPACT
GLASS
MAX.
WINDOW WIDTH
7"
MAX.
TYPICAL ELEVATION (X0)
GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW,
1.- CONFIGURATIONS OX AND XO
2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO
DESIGN PRESSURE CHART
3.- REFERENCES: TEST REPORTS FTL -5015 AND Fit -5331.
4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004
FLORIDA BUILDING CODE
5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND
MUST BE MADE OF STAINLESS STEEL. OR HAVE ADEQUATE
PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM
CONTACTING METALS SHALL BE PROPERLY PROTECTED.
6.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED
IMPACT RESISTANT WINDOW
FALSE MUNTINS (SURFACE APPUED)
MAY BE USED
Approved as complying with the
Florida : ' ding Code
Data
NOA#
Miami Dade Product Control
By
3 -I' -08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
FA •
• •
Sunshine ' ew&
Manufacturing; tit?
1745 W. 3 14180
Htateoh. Flondo lam
Pt,: (3D5)31419 2
Fole(305)828 -5118
SERIES 1650 ALUMINUM
HORIZONTAL SLIDING WINDOW (XQ) ...
IMPACT RESISTANT GLASS .: •
Drown Bv: R F
Dote: 03-14--08
Scala 1/2 " =1'
Revision:
Revision:
DRAWING N0.
HSO8 -01
SHEET
2 OF 7
••••
• •
. • •.••
• • • •
• • •
• • •
•
•• •
• • •
• ••
• •
• • •
•• .•
•
•
• •
•
LJ
' A
19 , • --.
VERTICAL SECIION
HORIZONTAL SECTION
CC
tL.1
(1.-'7\' (Fiel
,...1
,• •., •
t B , ro , S , / 3 )
\., . .) -..., ( 16 • . i a ,
AMDpupdad o ited n' s d cb o3 mCploydine
g wih the \ -" -4 2 \ e
(2) r WEEP
to 8
NOA.1 .ce
HOLES Dade Frodo Control
By
VERTICAL SECTION
WITH SILL RISER
IMPACT RESISTANT WINDOW
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
p •
•i.i.:**::,:::::::
le. • 1*. *
Sunshine kinhies
Manufactud4 Jac,
1745 W. IllineRloce
Haleah, Floth pm
Ph: (305)384-4M
Fax(305)8/6-5118
HORIZONTAL SLTDiNG WINDOW (XO) .1
Drawn
Ov: RF
Date:
03-14-08
scale;
1/2"=1'
Revision;
Revision:
DRAWING NO.
HS08 —0 1
SHEET
3 OF 7
• • • •
• •
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•
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• • • • •
• • •
• • •
• . •
• • •
• • • •
•
• •
• •
•
•
•
• :•
• • • •
•
MATERIAL LIST
ITEM*
PART it
REQD.
DESCRIPTION
MATERIAL
1
SW -019
1
FRAME HEAD
6063 —T5
2
SW -019
1
FRAME SILL
6063 —T5
3
SWxxx21
1
INSERT TRACK
6063 —T5
5
SW -012
2
SLIDER TOP /BOTTOM RAIL
6063 —T5
6
SW3019
AS RQD
FIN SEAL PILE
FELT
8
SW321W
2
WHEEL
BRASS
9
SW -017
1
MOVING MEETING RAIL
6063 -15
10
SW40111
1
FIXED MEETING RAIL
6063 —T5
11
SW —AS
AS RQD
ASSEMBLY SCREWS
# 8 X 1" SMS.
12
SW -013
1
JAMB 70 MOVING PANEL
6063 -75
MATERIAL LIST
ITEM*
PART*
REQD.
DESCRIPTION
MATERIAL
13
SW-016
1
MOVING SIDE RAIL
6063 —T5
14
SW3257
AS RQD
WEATHER STRIP BULB
VINYL
15
SW -667
AS RQD
LATCH
ZINC
16
SW —S10
2 /SILL
RETICULATED FILTER
FOAM
17
SW40771
1
SILL RISER
6063 —T5
18
SW -014
1
JAMB TO FIXED PANEL
6063 —T5
19
—
AS RQD
SIUCONE
PEC. -895 OR SIMILAR
20
SW -101
AS ROD
IMPACT GLAZING BEAD
6063 -76
21
SW —STL
1
3/8" X 3/4" FLAT BAR
STEEL
22
SW —AS
4
ASSEMBLY SCREWS
1 8 X 2 1/2" SMS.
1 0.612
I
{—
1.625 ---�
.
j
0.394
(4
_
_
0.050
MOVING
TI
6063
r.�
0.050
2.125
fi
0.062
.1.875
Ly 1,50
1.250
1.43?
1_
0.395
0.750
0.812 (--
MEETING RAIL
SW -017
-15
GLAZING 1
SW-018
6063 —T5
:.
0..67
FRAME
JAMB
1.312
PANEL
FIXED MEETING RAIL
SW -40111
6063 -15
TO FIXED
SW-014
6063 -15
-- - 2.077 ---I
JAMB TO MOVING PANEL
SW -013
6063 -15
1.00
0.592
0.078
1.5090
3.062
0.082
1.750
�
1.8750
¢I
I
-ru
1.
A0.8101--
SLIDER TOP AND
SW-012
6063 -75
0.80
BOTTOM RAIL
2.7'
.
+
0.750
SILL
—+-1 1.0000
MOVING SIDE
SW -016
6063 T5
RAIL
INSERT TRACK
SW —xxx21
6063 -15
2.00
FRAME
HEAD AND
SW -019
6063 -15
SILL RISER
SW -40771
6063 -75
IMPACT RESISTANT WINDOW
Approved as complying with the
Florida : oil .' =.c Code
Dale 0 0
NOA# .. - "1641=
Miami Dade
By
Di.'i «_ •
- 3- 15' -08
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine. Whitlows
Manufact;r3nq U;c.
Hialle8ah. W. at
Ph: (305 *:042
Fax:005825 -5148
•
• • •
•• •
rn
U
W 4 <
o
M °Pt'
Drown 9v: RE
Dote: 03 -14 -08
Scale: 1/2"=1'
Revision:
Revision:
DRAWING NO.
HSOS —01
SHEET
40F7
• • •.
• •
• •••
• • •
•
•
•
••
• • •
• ••
• • •
•• ••
•
• •
•
••
• •
•
• •
• • • •
• • . • •
o
DETAIL A
ATTACHMENT TO MASONRY
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1' BY WOOD BUCK
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
TYPICAL ANCHORS
1/4" SMS. THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER 70 DESIGN PRESSURE CHART)
TYPICAL ANCHORS
1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD.
INTO MASONRY THROUGH 1° BY WOOD BUCK
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
. y--- -- 2" BY WOOD BUCK
DETAIL B
ATTACHMENT TO WOOD
DETAIL C
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL OR ALUM. 1/8" MIN. THICKNESS)
TYPICAL HEAD SECTIONS
IMPACT RESISTANT WINDOW
Approved as complying the
Florida )311 die: Code
Date • 10 .,,
NOA#♦;Ma •;
Miami Dade Pr
Di • .
Isy
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshin1ifldows
Manufaciu�lt spinc.
Hash, PIorI a 3.1112
Ph: (308A840-41952
Fax(301)828► 418
•
• • • •
•• •
!roan pv: RF
Date: 03 -14-08
Scot 1/2 " =1'
Revision:
Revision:
DRAWING NO.
HS08 --01
SHEET
50F7
i
•
•
•
••••
•
••••
• •••
• •
•• •
•
• •
• •
• •
• •
•• ••
•
•
•
•
)L
v
° • • •v ••
e2
z.
M
N
•
° 4 . ' 4' 4
•
. °
• • d1
2 1 /2" MIN. 2 1 /2" MIN.
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY
(FOR- MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL 0
ATTACHMENT TO PRE -CAST SILL
TYPICAL ANCHORS
2" BY WOOD BUCK
1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL F
ATTACHMENT TO WOOD
'v •v.
2 1 /2" MIN.
DETAIL G
^ :s•.
Y.
3/4" MAX. NON— SHRINK GROUT
OR 1" SY WOOD BUCK
'
4 • v 7P
4
2 1/2" MIN.
TYPICAL ANCHORS
1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
OR NON SHRINK NON METALLIC GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL E
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
Approved as complying with the
Florida
Data . • 478
NOM 0 , i r 06
1Vliarr� Dade Pt
Di
By
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
Sunshine lIndows'
Manufactur
1745 W. 32a Place•
Hialeah. FIorid®e'is 041
Ph: 005)3k-914
Fax:(30S)8 ;8 -5118
•• •
Drawn By RF
Date: 03.14 -08
ScoIe 1 /2 "se 1
Revision:
Revision:
DRAWING NO.
HSOB -01
SHEET
60F7
••••
• •
••••
• •••
• • •
• • •
•
•• •
• • •
• ••
• •
• • •
•• ••
•
• •
•
• •
••••••
•
•
••
• •
• •
••
•
•
•
• 1
• •
2" BY 'WOOD BUCK
1/4" MAX.
SHIM SPACE
TYPICAL ANCHORS
TYPICAL ANCHORS
1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
TYPICAL ANCHORS
• 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT
INTO MASONRY THROUGH 1" BY WOOD BUCK
OR NON SHRINK NON METALLIC GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL I
ATTACHMENT TO WOOD DETAIL
1/4" SMS. THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
DETAIL
)
ATTACHMENT TO METAL STRUCTURE DETAIL
(STEEL OR ALUM. 1/8" MIN. THICKNESS)
DETAIL 11
ATTACHMENT TO MASONRY
GLAZING DETAIL
TYPICAL ANCHORS
1/4" SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO DESIGN PRESSURE CHART)
MIAMI DADE COUNTY APROVED
MULLION
Approved as complying with the
Florida u I d
Date o
NOM -
Miami Dads Product Control
.Uiv
By ia ui p
GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LffES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS.
LAMINATED BY TECNOGLASS OR SIMILAR
ATTACHMENT TO MULLIONS DETAIL
TYPICAL JAMB SEC•I'IONS
IMPACT RESISTANT WINDOW
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
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Sunshine Vas
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Manufact •••I•
�D9►. D�
1745 W. 3�ud•lil•ce
HroGroh. Florida 33012
Ph: (3135)15.4104
Fac(a05)828 -511$
Drown Bv: RF
Date: 03 -14 -08
Scale: 1/2"= 1
Revision;
Revision:
DRAWING N0.
HSOS —01
SHEET
7OF7
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