WS-15-1795 74
I Miami Shores Village `` d
10050 N.E.2nd Avenue NE
as Fa M aa� ' •..: \ 3 � � '
Miami Shores,FL 33138-0000
"FwEK'g Ne Phone: (305)795-2204 a \
\ �
Expiration: 02/14/201,
Project Address Parcel Number Applicant
3 NE 110 Street 1121360040310
Miami Shores, FL 33161-7043 Block: Lot: LUCKY 13 HOME INVESTMENTS
Owner Information Address Phone Cell
LUCKY 13 HOME INVESTMENTS, INC 8004 NW 154 Street (305)219-8267
MIAMI LAKES FL 33016-
8004 NW 154 Street
MIAMI LAKES FL 33016-
Contractor(s) Phone Cell Phone
Valuation: $ 5,600.00
APC ENGINEERING ENTERPRISES IN (305)219-8267
Total Sq Feet: 0
Type of Work:DEMO OUT OLD WINDOWS AND DOORS AND Available Inspections:
No of Openings: 13 Inspection Type:
Additional Info: Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $3.60
DBPR Fee Invoice# WS-7-15-56382
$3.45 08/18/2015 Check#: 1515 $205.50 $50.00
DCA Fee $3.45
Education Surcharge $1.20 07/17/2015 Cash $50.00 $0.00
Permit Fee $230.00
Scanning Fee $9.00
Technology Fee $4.80
Total: $255.50
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated.
August 18, 2015
Authorized Signature: ner / Applicant / Contractor / Agent Date
Building Department Copy
August 18,2015 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-239340 Permit Number: WS-7-15-1795
Scheduled Inspection Date: November 17, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: INVESTMENTS, INC, LUCKY 13 HOME Work Classification: Window/Door Replacement
Job Address:3 NE 110 Street
Miami Shores, FL 33161-7043 Phone Number (305)219-8267
Parcel Number 1121360040310
Project: <NONE>
Contractor: APC ENGINEERING ENTERPRISES INC Phone: (305)219-8267
Building Department Comments
DEMO OUT OLD WINDOWS AND DOORS AND REPLACE Infractio Passed Comments
WITH ALL IMPACT WINDOWS AND DOORS. BLOCK UP INSPECTOR COMMENTS False
ONE WINDOW AND INSTALL STEEL REINFORCEMENTS
08/20/2015
STRUCTURAL FEES NEEDS TO BE PAID:$40.00
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 16,2015 For Inspections please call: (305)762-4949 Page 5 of 38
Miami Shores Village
R "
g JUL I �
I
Building Department .
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel: (305)795-2204 Fax:(305) 756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201 '--1 �
�n r
BUILDING Master Permit No. 00 I t ` B 9 I
PrIT APPLICATION sub Permit NoW S
ING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:_ '3 N 1 1 10 4`^
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type:R)Oc, Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): Lt ti Girty1 A-1 t4orne— vNvr- ^g—v%t Phone#: 3OS---Z,1`)-Q-Z 4�,"7
Address: V004f f•1 ".s i S�**,-' :34 .
City: (Y)�a►M + L-et K e S State: Flt Zip: 33o 1 Co
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: 1gPC.. "!j r`a o rvv-3 6+n , Phone#: 30.E -Z! `3- Y Z 6 7
Address: Z1s0 W - L C7��" a v�f_
City:_R(a(e c LA State: _�(� Zip: a?C) 10
Qualifier Name:`DQ v L d Phone#: Z-6
State Certification or Registration#: CSL 1 S-1 8'l Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ �.�j�l( 1 0 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: De,~ o q.. 4(d V'i14.-dOL') S d d'9''(z4
(et L_e i Mfp a t,' -- W+v..t� d a s ca �®v-r r- . �.O t,�
Y ,�r �r
L k,p A r7 e- Lo r,rte o :,J L1'^ d I~r%s 1 4 IJ 6 �e e t � � �T o cnc e J i-e-n 7`S
Specify color of color thru tile:
Submittal Fee Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
a
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,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 reinspection fee will be charged.
Signature 1[mac. GSC Cy Signature ~
OWNER or AGENT CONTRA TOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
7 411 day of % LJ'A'x 20 1 S' by `1 day of �b+1^ 20 by
0\-ta&-p who is sonallykno Gi `choersonallyknow_ryto
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: CA. Sign:
n
Print: ^ Print: Ot -�1�'lf e
Seal: Ah SO Seal:
SANDY ROMEROSAN
F**
Notary Public -State of Florida . � Notary pubDY ROMERO
My Comm. Expires Jul 26,2015 ic
State o1 Florida
,; My Com* *** si1kFfi� r>** ***************** *# ,eve***moo***
mmission#EE 116'
040
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property,Search Application - Miami-Dade County Page 1 of 1
OFFICE OF THE. PROPERTY APPRAISER
Summary Report
Generated On :7/17/2015
Property Information
Folio: 11-2136-004-0310
Property Address: 3 NE 110 ST
Owner FEDERAL NATIONAL MORTGAGE y
ASSN
MailingAddress
888 E WALNUT ST
Addr PASADENA,CA 91101
Primary Zone 1000 SGL FAMILY-2101-2300 SQ
Primary Land Use 0101 RESIDENTIAL-SINGLE
FAMILY: 1 UNIT
Beds/Baths/Half 3/2/0
Floors 1
Living Units 1 '
s
Actual Area 2,259 Sq.Ft
Living Area 1,862 Sq.Ft
Adjusted Area 2,060 Sl
Taxable Value Information
Lot Size 12,637.24 Si
2015 2014 2013
Year Built 1953 - - - -- -- - - - ------
County
Assessment Information Exemption Value $0 $0 $50,000
Year 2015 2014 2013 Taxable Value $369,650 $352,680 $124,726
Land Value $224,621 $211,348 $120,479 School Board
Building Value $143,376 $139,668 $139,668 Exemption Value $0 $0 $25,000
XF Value $1,653 $1,664 $1,675 Taxable Value $369,650 $352,680 $149,726
__ . . .e-..m
Market Value $369,650 $352,680 $261,822 City
Assessed Value $369,650 $352,680 $174,726 Exemption Value $0 $0 $50,000
Taxable Value $369,650 $352,680 $124,726
Benefits Information Regional
Benefit Type 2015 2014 2013 Exemption Value $0 $0 $50,000
Save Our Homes Cap Assessment Reduction $87,096 ITaxable Value $369,650 $352,680 $124,726
Homestead Exemption $25,000
Sales Information
Second Homestead Exemption $25,000
Note: Not all benefits are applicable to all Taxable Values(i.e.County, Saleious Price O pag9e k agQualification Description
School Board,City, Regional).
07/03/2013 $229,900 28732-4815 Financial inst or"In Lieu of Forclosure"
Short Legal Description stated
COLLEGE HEIGHTS PB 42-8 08/01/2000 $149,500 19256-2921 2008 and prior year sales;Qual by
exam of deed
LOT 32 BLK 1
LOT SIZE 104.440 X 121 07/01/1997 $0 17722-2707 Qual by exam of deed
OR 19256-2921 08 2000 1
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 7/17/2015
CFN: 20150384379 BOOK 29658 PAGE 431
DATE:06/16/2015 11:29:50 AM
DEED DOC 2,160.00
HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY
This document prepared by:Deborah Joudrey
Title&Abstract Agency of America,Inc.
4630 Woodland Corporate Blvd-,Suite 160
Tampa,FL 33614
File# 13-264344
REO M A131109
Parcel IDM 11-2136-004-0310
SPECIAL WARRANTY DEED
THIS SPECIAL WARRANTY DEED Made this 12th day of Jame,2015,by Federal National Mortgage Association
a/k/a Fannie Mae,organized and existing under the laws of the United States of America,whose address is:P.O.Box
650043,Dallas,TX 75265-0043 hereinafter called the grantor,to Lucky 13 Home Investments,Inc.,a Florida corporation,
whose mailing address is 8004 NW 154 Street#217,Miami Lakes,FL 33016,hereinafter called the grantee:
WITNESSETH: That the grantor,for and in consideration of the sum of$10.00 and other good and valuable consideration,
receipt whereof is hereby acknowledged,by these presents does grant,bargain,9611,alien,remise,release,convey and confine
unto the grantee,all that certain land in Miami-Dade County,Florida,to wit:
LOT 32,BLOCK 1,COLLEGE HEIGHTS,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT
BOOK 42,PAGE 8,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA.
GRANTEE HEREIN SHALL BE PROI BITED FROM CONVEYING CAPTIONED PROPERTY FOR A SALES PRICEOF
GREATER THAN$432.000.00 FOR A PERIOD OF 3 MONTH(S)FROM THE DATE OF THE RECORDING OF THIS DEED.
GRANTEE SHALL ALSO BE PROHIBITED FROM ENCUMBERING SUBJECT PROPERTY WITH A SECURITY INTEREST IN
THE PRINCIPAL AMOUNT OF GREATER THAN$432.000.00 FOR A PERIOD OF 3 MONTH(S)FROM THE DATE OF THE
RECORDING OF THIS DEED. THESE RESTRICTIONS SHALL RUN WITH THE LAND AND ARE NOT PERSONAL TO
GRANTEE.
THIS RESTRICTION SHALL TERMINATE IMMEDIATELY UPON CONVEYANCE AT ANY FORECLOSURL SALE RELATED
TO A MORTGAGE OR DEED OF TRUST.
Subject to taxes for the current year and all subsequent years;and conditions,restrictions,easements,limitations,reservations
and zoning ordinances ofrceord.
TOGETHER with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD,the same in fee simple forever.
AND the grantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple;that it has good right
and lawfirl authority to sell and convey said land;that it hereby fully warrants the title to said land and will defend the same
against the lawful claims of all persons claiming by,through or under the said grantor.
IN WITNESS WHEREOF the grantor has hereunto set its hand and seal the day and year first above written.
Signed,sealed and delivered in the presence of:
Federal National Mortgage Association
aWa Fannie Mae
By: Shapiro, FAman an Gachd, LLP as
its Attorney a /�
Witness Signature: `'
Printed Na BY:
Barbara .Peddicord,Esq.
as authorized signatory for Shapiro,Fishman and
Clach6,LLP,as Attorney-in-Fact for Federal
National Mortgage Association alkla Faenic Mae
Witness Signature: ____
Printed Name:
H REY
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
I HEREBY CERTIFY that on this day,before me,an officer duly authorized in the State and County aforesaid to take
acknowledgments, personally appeared Barbara C. Peddicord, Esq., as authorized signatory for Shapiro, Fislunan and
Gach€,LLP,as Attorney-in-Fact for Federal National Mortgage Association a/k/a Fannie Mae to me(mown and known to
be the person described in and who executed the foregoing im rumenL as Authorized Signatory for the limited liability
partnership named therein,and who acknowledged before me that he/she executed the same as such officer in the same and
on behalf of said limited liability partnership.
WITNESS my lurid and official seal in the county and State last aforesaid this dray of 2015.
�taw�LpkjnREI'ippoi,!//i
oti 4'��gSVON EXp�
c,�m�y30.2D1y�t'•.#
t is
P blit , •/
My�Ca mission ices:
CFN 20150384379 BOOK 29658 PAGE 432
CFN:20140004062 BOOK 28974 PAGE 4314
QATE:0110312014 09:35:28 AM
HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY
trdrmapown..of ATTE)R ,Y T-1$3 HX1',G a.' 1M : IS
FED 'MAL NATIONAL MORTGAPA ASSOCI UJON 1+WX FANNIE 10 AE, a
wrwnAir n>organind w 4existing.:under the laws of th-;Uniw4,;States of AmOca,having an
of6ct-for the conduct of business apt 14221 Dallm Parkway,Suite 1000,Dallas,Texas 35214,
cwslituieg andi:aplxefil"ts $4*io,rq-�hmsan and Wche`,LLP, argaiiized under the laws of the
state of Florida,with an office for the epgdiXct ofbusiness at:4630 WpadlaP4 G?xpor*01*r ,
Sbite 100, f9mpa, FltWda 33614, ELI '.its tette and:,lawful Att'orney4n-Fact, :and in gilts nanw,:
place, ajd stead and fir 'its use an'd benefits, to do all things, execute, endorse, 'Aist3
acts wledge all docume7.its customary ,md ,rm9nably necessary and a.ppropuate for the
escritw or closirIg of sales.Qad the conveyanc;e uf•rcal properties awned by Fanrie-Mae.in the
stats:orf kl�acaxla, Such Powersshall"hidIxide,Ifut:ft ifbt limit6d W,the folliiwirtg:
1, I A.txansferringthereal lxoperty;and improvemefitSOWned by Fame M*
ettli>ment/Closing,4tatements,
3. AffiW its and Wdemiiifokl ins as to Debts aad Liens,
4. Tax Pronation Agreements;
5. Selle;>zs Affidavits acid A,,greemettts;
b: lrroxs>anti flnais >ntts CUat1t c Iin Aptemeuts;aarx0
T Ermmtiowof any other:approvedf(locurnent as directed1y Famie We.:
LTmyr p,p POWER OF ATroRNFx TO ExECUTE LWwans P
CFN' 20150384379 BOOK 29658 PAGE 433
CFN:20140004062 BOOK 28974 PAGE 4315'
The ri*hts� powers, and authority of exercise:the rights and powers
hertit granted shah oommenc a and,l 0 in fu11 d'd ,and' fyFe _t.anti': the first;tp Occur of the
1. September 30,2016;or
2 the execution and cecorcltr:g of a 1' ain�tti0rt. T xriaYted,Fk.3.,W - Autorscey by Fannie
Mae of such rights,powers,and,aumorlty.
EXECUM)this 8"'day of November,20313.
r' r
AS
Gina De�"s,Witness E1onda Crockett,Vice President T":
A7.1 _ [§EALI
f ✓i-
Dtu►ae� 3ruugsttrd, "vzlxtttiss Cirtily I? ,lt nal;ISt err`.e3�„ :
OF TEXAS
37�' •� Yyp i O ..,ts.
C OUNT5' OF DA.i LAS
On this 8” day of Noee:rnb er, 2013 bdfEire:hie apf��txed El6nda CYockett and Cindy
Dolezal,to the personally known, whose naraes are su cribed tq the foregoing iristru.nent and
who, beim; by me duly sworn, did ski, ttittt they are, respectively, the Vice Preiidcrit and
Ashinant Sevretary of Federal National Mortgage Association,aWa Fannie Mae,a corporation
or'gaWzed and exi.in--tinder the ta*s of die:United Stites, having i,�;fir%:ncipal office in the
City of Washington, District.of ColtFtiilnia,:andthat tie seal of xetl to.Raid instrument is the
corporate seal of said corporation by authority of.its boatxl of dirwors,anal said Vice I'resident
and Assistant Serre ury acknowledged`said ifiAttOment to be dile ft°ee act and deed sof said
coTporation.
ISEALI
V04,26-2017
Notary PubliQ.
lAm.rmti PawErQ>~Azo MYt To ExEcum DocumE PAg 2
CFN: 20150384379 BOOK 29658 PAGE 434
CFN: 20140709435 BOOK 29346 PAGE 3088
DATE:10110/2014 03:17:06 PM
HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY
ACTION BY WRITTENT COMENT Or TETE
MANAGING PARTNER OF
11� ,,FISHMAN&CTACHJ,,LLP
The undersigned being the 1vlanagng Partner of Shapiro,Fishman&Gache,LLP,
does hereby take and adopt the.foileaw ng actiion,.in writing on be 41f of the Limited
Partnership;
Shapira;Fishn an:& Gache,LLP,has:ibeen given Linahcd Power ofAttormy to
Execute I)ocuMents by Federal National Mortgage,Association(Fannie Mae)to execute,
CndOrsc,:and acknowted$e all documetats customary and reasonably necessary and
appropriate for the:=escrow,or elosing.of sales'And the.conveyance of real properties
owned by Fop*Mae in the'State of Florida.Such powers include; but am—not limited to,
the following:
1. Deeds transferring the real;property and'4ni vements Ow ied by Fantue Mae;
2. SettlernentlClosing Statements;
3. Af,6;davits and Indemnifications as to Debts and Liens;
4, Tax Proration Agwemu nts;
5, Sellers' Affdavitsand Agreements;
6. Errors and Omissibns Correction Agreements.;
7. Executiomof any other approved documEnvos directed by Fannie Mae
The rights;powers and authority. of Shapiro,:Fishman&G*ehe,LLP,under this
Limited Power of Attorney mn meneed on November S; .013,and shall be in full force
and effect until(1)September 3a 2016;or(2):tliie cxecutioa Ohd recording cif a
Termination of Limited Power of Attorney by Fannie Mae of sueh rights,powers and
aufhotlty,whicheVer shall occur first'.
The undersigned believes it is in the best interest of Shapiro,Fishman,&Gache,LLP
to authorize the fvilawig iircViduals to have the authority to sign the documents
enumerated;above.onbehalf:onhapiro,F shrnaa..c4c..Gach s5,::.I,LI',ih.additian:tv..any
geuei t Ur limited gartuer uft-Le
l3airliartzC.>PEddi'cord,:Esq;
Gitigory�iYghes,,Esq.
Amy:tonr hio,Esq:-
Suritier-Dodges,Bsq.
karla;kavenel,"sq;
>Page t'of2
CFN: 20150384379 BOOK 29658 PAGE 435
CFN;20140709435 BOCK 29346 PAGE 3089
This'. ttigxitori sha�li tetu�nate upon die teriiiinatian ofe Liasite Paver of
Attorney:rom`Fbnnie Mae.or.up,on the:termi i� bn-ofenip-t yment of tb t pe so s vifh
Sliaii�tq Fishman& h ,Z.LI'
.07
This action is adopted this 15 day:ofmay,X014.
SHAPIRO,FIS MAN'&GAMt,LLT',a.
Florida
Liabili p
By, .:BarMi aging PeAner
$V�m OF FLO'k�rt
GOUNT`IOF #
The foregoing instrument.was aelmowledged before me this.15t'day of May,
2014,by Barry Fishman,,MMana&g Pattner of Shapiro,Fishman&Gach6,LLP,a Florida
Lute Liability'1�arUgerstip. Te.:is:Qersonally-knownto mc.oz has prodzced
. ... ,,.. rrlZ _._..._.�. _ as identification:
e 4 >' Notary Public: State of Flozi
? 0 M Conunission Ex ires:
RIM 67axupgapey Wci? at!
Page 2-of 2
CFN: 20150384379 BOOK 29658 PAGE 436
FANNIE MAE
CERTIFICATE OF ASSISTANT CORPORATE SECRETARY
I, Danielle M. McCoy, Managing Director, Deputy General Counsel and Assistant
Corporate Secretary, on behalf of and under delegated authority from Christine E.
Reddy, Vice President, Deputy General Counsel and Assistant Corporate Secretary,
pursuant to the delegation of authority from the Corporate Secretary to the Assistant
Corporate Secretary pursuant to Section 5.13 of the Bylaws of Fannie Mae, do hereby
certify as follows:
Jody Nicholson has the duly delegated authority to execute documents
related to sales of Real Estate Owned Property, including Sales
Agreement Contracts and Addendums to Sales Agreement Contracts, in
the name and on behalf of Fannie Mae.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal
of Fannie Mae on this 18th, day of November, 2013.
C
nielle M. McCoy
Assistant Corporate Secretary
Confidential-Internal Distribution
Detail by Entity Name Page 1 of 2
E i
%a �^
Detail
Entity
Florida Profit Corporation
LUCKY 13 HOME INVESTMENTS, INC
Flling lnformatNon
Document Number P04000167141
FEI/EIN Number 202009716
Date Filed 12/14/2004
Effective Date 12/13/2004
State FL
Status ACTIVE
Last Event REINSTATEMENT
Event Date Filed 01/29/2013
Principal Address
8004 N.W. 154TH ST., STE 217
MIAMI LAKES, FL 33016
Changed: 01/29/2013
Mailing Address
8004 N.W. 154TH ST., STE 217
MIAMI LAKES, FL 33016
Changed: 01/29/2013
Registered Agent Name &Address
RONCA, PAUL
7850 NW 146TH STREET
SUITE 513
MIAMI LAKES, FL 33016
Name Changed: 04/01/2009
Address Changed: 04/01/2009
Officer/Director Detail
Name &Address
Title P
HECTOR, RICHARD A
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/17/2015
Detail by Entity Name Page 2 of 2
8004 N.W. 154TH ST., STE 217
MIAMI LAKES, FL 33016
Title VP
HECTOR, CRISTINA M
8004 N.W. 154TH ST., STE 217
MIAMI LAKES, FL 33016
Annual E2ports
Report Year Filed Date
2011 05/23/2011
2013 01/29/2013
2014 01/12/2014
Document !TA_qes
01/12/2014 -- ANNUAL REPORT E-View image in PDF format
01/29/2013 -- REINSTATEMENT [::--=View image in PDF format
05/23/2011 Dom/ForAR view image in PDF format
05/24/2010 ADDRESS CHANGE View image in PDF forFaW7--]
04/12/2010 --ANNUAL REPORT View image in PDF format
04101/2009 ANNUAL REPORT F-View image in PDF format
04/28/2008 ANNUAL REPORT =View image in PDF format
01/16/2008 ANNUAL REPORT Viewimagein PDF format
03/21/2007 ANNUAL REPORT
Weimage in PDF format
03/15/2006 ANNUAL REPORT View image in PDF form=at
04/12/2005 ANNUAL REPORT view image in PDF format
12/14/2004 Domestic Profit view image in PDF format
Co vricht :i and
va-
State of Flor1da,Depwtrnent of-State
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/17/2015
MecaWind Std v2 . 2 . 6 . 1 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
Date 7/15/2015 Project No. 15-DD-07
Company Name LMU Engineering, LLC Designed By LUIS M. ULLOA P.E. # 63909
Address 19460 SW 2nd Street Description Wind Calculation
City Pembroke Pines Customer Name APC ENGINEERING
State Florida Proj Location 3 NE 110 Street, Miami Shores,
File Location: D:\LMU Engineering\Projects\APC Engineering\windows and doors pressures\3 NE 110
Street in Miami Shores 2015-06-06\CALCULATIONS\wind calcs 2015-07-13.wnd
Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1)
Basic Wind Speed(V) = 175.00 mph
Structural Category = II Exposure Category = C
Natural Frequency = N/A Flexible Structure = No
Importance Factor = 1.00 Kd Directional Factor = 0.85
Damping Ratio (beta) = 0.01
Alpha = 9.50 Zg = 900.00 ft
At = 0.11 Bt = 1.00
Am = 0.15 Bm = 0.65
Cc = 0.20 1 = 500.00 ft
Epsilon = 0.20 Zmin = 15.00 ft
Slope of Roof = 3.484574 12 Slope of Roof(Theta) = 16.19 Deg
h: Mean Roof Ht = 14.00 ft Type of Roof = HIPPED
RHt: Ridge Ht = 18.00 ft Eht: Eave Height = 10.00 ft
OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit
Bldg Length Along Ridge = 66.50 ft Bldg Width Across Ridge= 51.10 ft
Length of Hipped Ridge = 33.25 ft Roof Slope on Hip End = 23.24 Deg
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 0*00
• • •••• ••••••
Gust Factor Category II Rigid Structures - Complete Analysis F•�•• • ••• • •�
Zm: 0.6*Ht = 15.00 •ro•••• �•� ••••�•
lzm: Cc*(33/Zm)^0.167 = 0.23 •
Lzm: 1*(Zm/33)^Epsilon = 427.06 11!•••• ' �••••�
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 0000 • • • •
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 *00000 ••••••
• •••••
•
•• • • ••• • •••••
Gust Factor Summary •• • • •
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 " " so
•
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi : : • • ••••i•
GCPi : Internal Pressure Coefficient = +/-0.18•
Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 • • •
••
L�IV lCa���4.'3�A 4147 ER9� - n� _e
JUL
4
1
o° M. U
S 0 s
No 63909
;•rz
TAT, OF w
0P % &MMF
C Ta
• �' � ,� .ISS;�.��4�E°°°'
V
et a
(
Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85
Kht: Topographic Factor (Figure 6-4) = 1.00
Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf •••ee*
Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 • • 0000 000000
Roof Area = 4133.81 qft 2: 000 • ••
Reduction Factor based on Roof Area = 0.80 • • •
0000•• •• 0000••
•
MWFRS-Wall Pressures for Wind Normal to 66.5 ft Wall (Normal to Ridge) •••0•• • • •
•00.0•
All pressures shown are based upon ASD Design, with a Load Factor of .60••• • • • •
• • 0.00••
••0• • 00.00
Wall Cp Pressure Pressure • •
000.00 •0• • 0000•
+GCpi (ps£) -GCpi (psf) • • • •
--------------- ------ -----------
Leeward Wall -0.50 -20.53 -8.32 0000•• • Of
• •
Side Walls -0.70 -26.30 -14.09 • • • • • •0••••
0
Wall Elev Kz Kzt Cp qz Press Press Total• • • ••••••
ft psf +GCpi -GCpi +/-GCpi•• 0 •0 0.0 • •
------------------------------------------------------------------- •• •
Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51
Windward 5.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51
Roof Location Cp Pressure Pressure
+GCpi(psf)-Gcpi(psf)
---------------------------------------------------------------------------
Windward - Min Cp -0.47 -19.67 -7.45
Windward - Max Cp 0.03 -5.24 6.98
Leeward Norm to Ridge -0.52 -21.11 -8.89
Hipped End (.00 to 7.00 ft) -0.90 -32.07 -19.86
Hipped End (7.00 to 14.00 ft) -0.90 -32.07 -19.86
Hipped End (14.00 to 28.00 ft) -0.50 -20.53 -8.32
Hipped End (28.00 to 55.10 ft) -0.30 -14.76 -2.55
Overhang Bottom Side (Windward only) 0.80 23.08 23.08
Notes - Normal to Ridge ®'%%
Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht �@ �• U�( 11
Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi)
-'N
Note
Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal 41d�)!-t VC
Note
��^••,• x°80
Note (4) Total Pressure = Leeward Press + Windward Press (For + or - Gcizi
f•
Note (5) Hipped ends considered as parallel to ridge for all theta. a No 63909
Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 16.2 Deg, /j=:0.21
Note (7) Overhang bottom based upon windward wall Cp and GCpi = 0. °
ffiv �
MWFRS-Wall Pressures for Wind Normal to 51.1 ft wall (Along Ridge) ;`CJ• a�
All pressures shown are based upon ASD Design, with a Load Factor of .6 . STATE O F 14J
R
y , 4
r
Wall Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
Leeward Wall -0.44 -18.80 -6.58
Side Walls -0.70 -26.30 -14.09
Wall Elev Kz Kzt Cp qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
-------------------------------------------------------------------
Windward 18.00 0.88 1.00 0.80 35.27 17.87 30.09 36.67
Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 35.77
Windward 5.00 0.85 1.00 0.80 33.94 16.97 29.19 35.77
Roof - Dist from Windward Edge Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
----------------------------------------------------------------
Roof: 0.0 ft to 7.0 ft -0.90 -32.07 -19.86
Roof: 7.0 ft to 14.0 ft -0.90 -32.07 -19.86
Roof: 14.0 ft to 28.0 ft -0.50 -20.53 -8.32
Roof: 28.0 ft to 70.5 ft -0.30 -14.76 -2.55
Notes - Along Ridge
Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.21
Wind Pressure on Components and Cladding (Ch 30 Part 1)
Roof not ),112
`{ �' also*
• •
q § fig' S ,, _,'` 000 •0a• •0•a:•
^y
•0000•
k •
*0*000
also•••
All pressures shown are based upon ASD Design, with a Load Factor of .6 • a •
Width of Pressure Coefficient Zone "a" = = 5.11 ft
Description Width Span Area Zone Max Min Max P Min P
ft £t ft^2 GCp GCp psf psf
-------------------------------------------------------------------------------
WINDOWS & DOORS 1.00 1.00 1.0 5 1.00 -1.40 40.05 -53.63
WINDOWS & DOORS 1.00 1.00 1.0 4 1.00 -1.10 40.05 -43.45
GARAGE DOOR 2.00 9.00 27.0 5 0.92 -1.25 37.47 -48.46
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf
® No 63909
" fir• :zk
o
f p•
STATE OF ••4/
� 4e
. P
I
M IAM I•DADE INIIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208
BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Gopi Glass Sales &Services Corp.
7450 NW 41"Street
Miami,FL 33166
SCOPE:
This NOA is beim issued under the applicable rules and regulations governing the use of construction
g
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
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. RER
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: Clipped,Extruded Aluminum Tube Mullion—L.M.I. •
APPROVAL DOCUMENT: Drawing No. M95-16,titled"Aluminum Tube Mulfions'= sheets I-tho ugh 4.... .
of 4,dated 12/05/95,with revision G dated 06/12/14,prepared by Al-Farooq Corporation'signetl-aqd,healed ••
by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision MI-13 with the NdOce of••••••
Acceptance number and expiration date by the Miami—Dade County Product ControWection. :....:
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant '....' :""' .....
LABELING: Each unit shall bear a permanent label with the manufactu er's'11' d 3)r logtf%it.Z stat2,•0•••
model/series, and following statement: "Miami-Dade County Product Control A groK� d", unless olherwist"
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 6%product.• :•: :-00%
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or-change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAff 1.2-0222.07 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.14-0728.04
iMfAMI•DAt�E COUNTY �.;. Expiration Date: March 28,2017
Approval Date: October 09,2014
Page I
Gori Glass Sales&Services Corp.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No M95-16,titled"Aluminum Tube Mullions", sheets 1 through 4, dated
12/05/95, with revision G dated 06/12/14,prepared by Al-Farooq Corporation, signed
and sealed by Javad Ahmad,P. E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of aluminum fixed windows
mulled together,prepared by Fenestration Testing Laboratory,Inc.,verification Test
Report No. FTL-5378, dated 10/04/07,signed and sealed by Michael R. Wenzel,P.E.
(Submitted under NOA No. 06-0210.07)
2. 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,FBC TAS 201--94 •••
5.) Cyclic Loading Test,per FBC TAS 203-94 090000
along with marked-up drawings and installation diagram of two Snulled skie--py;side •;
series 510 aluminum fixed window,prepared by Hurricane En'g'il ttfing&Testi'hg
Lab,Inc.,Test Report No. HETI-02-1145B dated 04/30/02,sign •and staled by ;••••;
Hector M.Medina,P.E. •••'••
.... . .....
(For reference only) (Submitted under NOA No. 02-0826.03):••; 0000 ; •• ••
3. Test reports on: 1)Uniform Static Air Pressure Test,Loading Itr'PA 202-94 •• ••••;•
along with installation diagram of window prepared by Hurrieane ;nginee rin&& •••�0
Testing Inc.,Test Report No. HETI-96-512,dated 02/02/96 signed and itted 1)y •
Hector M.Medina,P.E. •• •• ;•; •
(Submitted under NOA No. 99-0331.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5rn
Edition (2014),dated 06/12/14,prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
Ma ueIff r x,P.E.
Product Control E. iner
NOA No.`'1 .am0728.04
Expiration Date: March 28,2417
Approval Date: October 09,2014
E-1
i
Gobi Glass Sales & Services Corp,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'a Edition (2014), and of no
financial interest, dated June 12, 2014, issued by AI-Farooq Corporation, signed and
sealed by Javad Ahmad,P.E.
2. Laboratory compliance letter for Test Report No. FTL-5378,issued by Fenestration
Testing Laboratory,Inc., dated 10/04/07, signed and sealed by Michael R. Wenzel,
P.E.
(Submitted ander NOA No. 06-0210.07)
3. Laboratory for Test Reports No.HETI-96-512 and HETI-02-1145B issued by
Hurricane Test Laboratory,Inc., dated 02/02/96 and 04/30/02,respectively, both
signed and sealed by Hector M. Medina,P.E.
(Submitted under NOA No. 99-0331.02 and 02-0526.03 respectively)
G. OTHERS
1. Notice of Acceptance No. 12-0222.07,issued to Gopi Glass Sales& Servicrs•Qoip.
for their Clipped,Extruded Aluminum Tube Mullion—L.M.I.., approved bi.04126/13r.....
and expiring on 03/28/17. . • •
...... .. ......
•••• • •••••
•• •• •• ••Y•.•
•••.•• • •
:Goose
ftp
Manuel P,ex z,P.E.
•-� Product Control E miner
NOA No. 4-0728.04
Expiration Date: March 28,2017
Approval Date: October 09,2014
E-2
.690 1.690 ll���
rn
Z � %
to0
F W J
I'-- ---p .125 2.500 .125 zso0 a
II fl III 1,530 1.030
-
=c= TYPICAL
4.000 3.750— =I M- 3.7504 OQ
Q=l lI i GLAZING PRODUCT
- f 0 ~�
1.000 MULLION CLIP (6063-T6) MULLION CLIP (6063-T6) Q 3
TYPICAL (ALT.TO ANGLES) (ALT.TO ANGLES)
WINDOW FRAMEI -_-- - I - LENGTHS
MUST
BE CUT TO FIT SNUG MTP TUBE MULLIONS.MUST BE CUT TO FD SNUG j 10
INTO3
Qw�f
I, TYP. D
425 III
6.000 Typ, yll
.125 m
2.000 3.000 4.0001 1
2.000Z(Z
Lj
O O
F
1�-2,000--moi � n
f � d lil
MULLIONS-CONTAINING TYPICAL GLAZING PRODUCTWx W
HORIZONTAL OR VERTICAL
~
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING I ANGLE—CLIP
(6063-T6) 2 "�M N
ALL MULLIONS 6063-T6 MIN, Z 3J
z N
RECTANGULAR ALUMINUM TUBE MULLIONS � tD u-o
USING MULLION PROPERTIES ONLYa O 5
Q J
NOT a c°�m W
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE O
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE(HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. QnQ
WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER `i F
LOADS TO THE STRUCTURE. a 0 0
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT o
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). $g n
ANCHORING C0 NOTIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
INSTRUCTIONS: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Li
USE CHARTS AND GRAPHS AS FOLLOWS. *
• ••• • • • • • •• MATERIALS INCLUDING BUR NOT LIMNED TO STEEL/METAL SCREWS,THAT COME INTO
°�m
• • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SFiALI MEET THE" s
REQUIREMENTS
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • •• • • • • • OF THE FLORIDA BLDG.CODE.
FOR PARTICULAR OPENING. • •• • • • • ••• • 5 0.o w 4 v
STEP USE MIAMI-DARE COUNTY APPROVED GLAZING PRODUCTS • • • • • • • • • O
MEETING ABOVE LOAD REQUIREMENTS. •• ••• •• • • • ••
m
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT h o
Engr:JAVAO AHMAD
APPROVAL. MULLION �FlR LARGE & SMALL MISSILE IMPACT. CML PRODI7CTROYISEO Q s
USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH AND CAN MIAMI-DADE COUNTY APPROVED RA.PE l 70592 ne eomplying with the Florida
4 DESIGN RATING MIORE THAN DESIGN LOAD SPECIFIED • ••• IM�AQ•4/ STANT PRODUCTS. CAN.3558 Building Co de IN STEP 1 ABOVE. • • • �-• A,uplanceNo f.2 Fi?liy,c,9,
USING ANCHOR TYPES ON SHEET 4 AND ANCHOR CAW. � • •• � • •• � � JUra 1 u r B�.plmlion 7
STEPS ON SHEET 3,SELECT ANCHOR TYPE WOH DESIGN RATItJC •• • •• • • • �P
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I.V4E. • ••• • ••• • 3 BY i F'�' �E�, drawing no.
LOWER VALUES FROM GLAZING PRODUCTS,MULLION CHARTS hlisnl;<Dodc Pmduct ConNhl' M95-16
— 6 C
OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM.
sheet 1 of 4
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
m MULLION LOAD CHART o MULLION LOAD CHART m MULLION LOAD CHART ___ -------
TUBE
-__TUBE -a- 1'x3'xl/8- TUBE m+ 1'x4'xl/B' TUBE li j 1 II
0-3/811111, M UL SP. N
6063-T6 GIX2X m 6063-T6 _X3X 3 3/ m 6063-T6 GSX4X 1� I VERTICAL�I m
m II I I MULLION II m E
l
II GLAZING 1 I GRAZING -
H 9 m i� PRODUCT � � PRODUCT
.+ 0- /B" MU L PA
m m M i i i� IL y�y
m Ul NLL
IL 4.m lim 4-1/4" WI W2 G
a
O Q Q ARCHES TO BE INSCRIBED 0 Q
J m O O 0 INSIDE RECTANGULAR SHAPE O
z z z Q3LL6
E3 t9_ 5 U m_ HORIZONTAL MULUON
HID Nr Nr JL7ro
N _ _
w w w __----- _-- Q Lu f
m ❑$ _ O m_ I� ���GLAZING jt�
.D �D it��� PRODUOT ` 3 O
N J N N �I Int 1� (n
1 II III II z Z �.
4- /4' 0 6 Ii ili it w O O *
m B•' `r j� GLAZING GRAZING 'I 3 J M
ID m iI PRODUCT LiI PRODUCT III v
th 6 th co i ili it O
20 30 40 S0 60 70 80 20 30 40 50 60 70 86 20 30 40 5O 60 70 80 --=-==J��
DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF
WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE
WIDTH(W)IMULL SPANI A Bi I B2 C WIDTH(W)AIULL SPAN A D1 D2 C WIDTH(W) MULL SPAN A BI B2 C
20' 130.0 130.0 130.0 130.0 20" 88.5 101.8 130.0 130.0 20" 58.3 64.8 112.6 129.6 Z n z
25' 117.4 130.0 130.0 130.0 25" 70.8 81.5 130.0 130.0 25' 45.0 51.8 90.1 103.7 C O
30" 97.8 112.6 130.0 130.0 30• 59.0 67.9 117.9 130.0 30" 37.5 43.2 75.1 86.4 d
35" 83.9 96.5 130.0 130.0 35" 50.5 58.2 101.1 116.4 35" 32.2 37.0 64.3 74.1 IF
40" 73.4 84.5 130.0 130.0 40" 44.2 50.9 88.5 101.8 40" 28.1 32.4 56.3 64.8 ANCHORS TYPE
45" 65.2 75.1 130.0 130.0 45" 39.3 45.3 78.6 90.5 45" 25.0 28.8 50.0 57.6 A.81.
82 ORC
50" 50-5/8" 58.7 87.6 117.4 130.0 SO" 84' 35.4 40.7 70.8 81.5 50" 132" 22.5 25.9 45.0 51.8 k.
55• 53.4 61.4 106.7 122.9 55" 32.2 37.0 84.3 74.1 55" 20.5 23.6 40.9 47.1 1------- , C n
60" 48.9 56.3 97.8 112.6 60" 29.5 33.9 59.0 67.9 60" - 21.5 37.5 43.2 �r------1 11 �-^Il Q, W
VERTI
65" 45.2 52.0 90.3 104.0 65' 27.2 31.3 54.4 62.7 65" - - 34.6 39.9 j 1 1 MULLION �I z 0 6.,
70" 41.9 48.3 83.9 96.5 70• 25.3 29.1 50.5 58.2 70" - - 32.2 37.0 1I 1 I I� J 0
75' 39.1 45.1 78.3 90.1 75" 23.6 27.2 47.2 54.3 75" - - 30.0 38.6 ji GLAZING I I GLAZING
80" 36.7 42.2 73.4 84.5 80" 22.1 25.5 44.2 50.9 80" - - 28.1 32.4 I� PRODUCT ; PRODUCT �I Z y_
85' 34.5 39.8 69.1 79.5 85' 20.8 24.0 41.6 47.9 85" - - 26.5 30.5
20" 128.1 130.0 130.0 130.0 20" 77.4 89.1 130.0 130.0 20" 51.6 59.4 103.2 118.8
25" 102.5 158.0 130.0 130.0 25' 61.9 71.3 123.8 130.0 25" 41.3 47.5 82.6 95.0 c �
ANCHORS TY E
30• 85.4 98.3 130.0 130.0 30' 51.6 59.4 103.2 118.8 30" 34.4 39.6 68.8 79.2
35" 73.2 84.3 130.0 130.0 35" 44.2 50.9 88.5 101.8 35" 29.5 33.9 59.0 67.9 82 OR C
40° 64.1 73.7 128.1 130.0 40" 38.7 44.6 77.4 8911 40" 25.8 29.7 51.6 59.4 _. Wt W2 Z Z �
45" 56.9 65.5 113.9 130.0 45' 34.4 39.6 68.8 79.2 45" 22.9 26.4 45.9 52.8 0 O
50" 58' 51.2 59.0 102.5 118.0 50" 96' 31.0 35.6 61.9 71.3 50' 144" 20.6 23.8 41.3 47.5 J H
55• 46.6 53.6 93.2 107.3 55" 28.1 32.4 56.3 64.8 55" - 21.6 37.5 43.2
60' 42.7 49.2 85.4 98.3 60" 25.8 29.7 51.6 59.4 60" - - 34.4 39.6
ANCHORS TYPE HOR120N7AL MULLION O
A,81, ARCHES TO BE INSCRIBED n'
65' 39.4 45.4 78.8 90.8 BS" _23.8 27.4 47.6 54.8 65' - - _ 31.8 36.6 82 OR C W 1YW I+
INSIDE RECTANGULAR SHAPE
70" 36.6 42.1 73.2 84.3 70" 22.1 25.5 44.2 50.9 70" - - 29.5 33.9 mj OU N m o,
75" 34.2 39.3 68.3 78.1 75" 20.6 23.8 41.3 47.5 75' - - 27.5 31.7 �- ��-- l 1- t o
It GLAZING `II�
BO" 32.0 36.9 64.1 73.7 80• - 22.3 38.7 44.6 80" - - 25.6 29.7
85" 30.1 34.7 60.3 69.4 85• - 21.0 36.4 41.9 85" - - 24.3 28.0 '='-----�-- ------ Z 3-j
_
20' 117.9 130.0 130.0 130.0 20" 68.8 79.2 130.0 130.0 `'-Ir `11� jr" g C7 Z o
25• 94.4 108.6 130.0 130.0 25" 55.0 53.4 110.1 126.7 jI 1�1 ANCHOR 11 71 -n
1I OE7AIL(I II -i D-N
30" 78.6 90.5 130.0 130.0 30' 45.9 52.8 91.7 105.6
N _
35" 67.4 77.6 130.0 130.0 35" 39.3 45.3 78.6 90.5 II GLAZING III GLAZING 11 ANCHORS TYPE
II PRODUCT III PRODUCT 11 A,81, O
40' 59.0 67.9 117.9 130.0 40" 34.4 39.6 68.8 79.2 II 111 II B2 OR C
45' 52.4 60.3 104.8 120.7 45" 30.6 35.2 61.2 70.4 11 III 11
50" 63' 47.2 54.3 94.4 108.6 50" 108" 27.5 31.7 55.0 63.4 MULLION SPAN
55' 42.9 49.4 85.8 98.7 55" 25.0 28.8 50.0 57.6 8 x
so' 39.3 45.3 7d.6 9os so 22.9 26.8 as.9 s2.s TYPICAL MULLION ARRANGEMENTS
65° 36.3 41.8 72.6 83.6 65' 21.2 24.4 42.3 48.7 0 o o
u
7O" 33.7 38.8 67.4 77.6 70" - 22.6 39.3 45.3
W7 + W2
75' 31.5 36.2 62.9 72.4 75" - 21.1 36.7 42.2 WIDTH (W) = 2 z g g
80° 29.5 33.9 59.0 87.9 80° - - 34.4 39.6
85" 27.8 31.9 55.5 63.9 85° - - 32.4 37.3 NOTE:
20' 100.1 115.2 130.0 130.0 20• 61.9 71.3 123.8 130.0 •ANY ANGIHOR CONDITION SHOWN HEREIN MAY COVER = 0 m m
25• 80.1 92.2 .130.0 130.0 25" 49.5 A 99. 11 ° •LQCA:IONS AT HEAD, SILL OR JAMB ENDS,
30" 66.7 76.8 130.0 130.0 30" 41.3 47.5 482.6 ••980 • o 0 0
O v o w v u
35• 07.2 65.8 118.4 130.0 35' 35.4 .7 G. a F(IR AIOC`HORS DESCRIPTION SEE SHEET 4.
40• 50.0 57.6 100.1 115.2 40" 31.0 035.6• 061.9 s•71.30 •(MTERROLATION BETWEEN WIDTHS OR SPANS ALLOWED)
45' 44.5 51.2 89.0 102.4 45" 27.5 31.7 55.0 63.4 -
50• 74-1/4" 40.0 46.1 80.1 92.2 50" 120' 24.8 28.5 49.5 57.0 Engr:JAYAD AHMAD PRODUCT REVISED ,n
__ CML 0s coal lvn wilh the Pluido i iv
55" 36.4 41.9 72.8 63.8 55" 22.5 S. 45.0 51.8 FLA.PE/70592 P 1 \
• • C.A.M.3538 Building Cod. v
60" 33.4 38.4 66.7 76.8 60' 2095 2340 41.3 • 47.59 • • • Accrytlance No l� E�/ G - .. •• .
65° 30.8 35.4 61.6 70.9 65° 2L. 38.1 • 43.9• • • • - Erpirmicm u
. . t�. S11ri y o
79" 28.6 32.9 57,2 65.8 70' - 20f• 35.49 40.7• • • • Dy -f.'. O
75" 26.7 30.7 5J.4 61.4 75" • -• 33.A•• 38.0• 000 • Miami Dade Product CMUo= Browing no.
80" 25.0 28.8 50.0 57.6 80' - - 31.0 35.6 N `��I r -- ✓ ��I M
g5' 23.5 27.1 47.1 54.2 85" - - 29.1 33.5 �- O "-
sheet Sof ¢
ANCHORS TYPE 'A' ANCHORS TYPE 'B2' ANCHORS TYPE
-. f 14 S.M.S. e
NaTCH WOOD BUCK QTY.AS PER TYPE i
TO ACCOMODATE A, B1,B2 OR C h
- -4/4"DIA.ULTRACONSELIP,ANGLE TO MASONRY
-.1/ANGLE ��°.1/4"DIA ULTRACONS ». Z z
2/ANGLE o
2x2x1/8' 2x 2x1/8" 2x2x1/8, F
ALUM ANGLE ALUM ANGLE �? ALUM ANGLE
¥ 14 S.M.S. f 14 S.M.S. $ 14 S.M.S. _ rv"o
<2/ANGLE 2*ANGLE --- 3/ANGLE __ O.UITRACONS --- O
ANGLE
a D T4
A MULLION
2
° gQ
�h° 3
ONE PIECE CLIP a�! .0 n
- ALTERNATE TO ANGLES ALL CASES Q w o
MULLION MULLION MULLION d °: _ Z•
CONCRETE OR a m
MASONRY BLOCKS
1BY OR 2BY 1BY OR 28Y --
W000 BUCK WOOD BUCK m
MULLION ° MULLION ALUM ANGLE_ U)
2 X 2 X 1/8" 2 X 2 X 1/8" ° MULLION 2 ALUMXA 1/E 2 X 3Z Z
/4 X 1/8" OO d
ALUM ANGLE ALUM ANGLE 1-5/8
2-5/8'LONG 2-5/8"LONG "LONG(FOR 2"TUBE)
3-5/8"LONG
2-5/8"LONG(FOR 3"TUBE) J o
° °°
3-5/e'LONG(FOR 4",5'$6"TUBES) D ."'.
_�_______ �_______ I W OL w
ACCESS HOLE
j I GO O of
I
#14 S.M.S. U to-
I I 2/ANGLE(CHART A k a1) _ N
t voi - I a �Z I p - 3/ANGLE(CHART 82 do C) (/Qw� N
' TUBE MULLION Z_ J 3i
I U ZG- O
°
_1___— __ '4 i Q O v
°
1.500 ° 1.500
___1____ __ I
MAX. .. MAX. I
G "
' 1.500 THIS SCREW CAN BE G w
MAX - INSTALLED IN EITHER-/ t w
ANCHORS TYPE 'B1 DIRECTION m
W
#14 F.H.S.M.S.
MULLION 1 I 2/ANGLE(CHART A&a1) 1 I TUBE MUWON m u
I 1 3/ANGLE(CHART 82) I I m i i
4/ANGLE(CHART C) I 1
z x z x 1/8" I ANCHOR DETAIL #1
ALUM ANGLE i I m
•• ••• • I • • •• vi m
n w
•_____ s • I f•14•S.M.. • 20 l o a n
j I • 1.500 -' u SLEO • �>o _
• • ••• • ypm�N
1/4"DIA. ULTRACONS BY'ELCO' I SIN• 1 • �i • 'w
ULTRACONS MAY BE HEX OR FLAT HEAD I • • I•I NLYC AryylE70 • L:�
I I MISS MARBLE ILL
SUBSTRATE MIN.EDGE GIST. MIN.EMBEDMENT o 1 1 I OR TRIM
WOOD i' 1-3/8" r I Engr:JAVAD AHMAO PRODUCT REVISED P 1 g
WOOD BUCKS NOT BY GOPI GLASS CML
BLOCK 2-1/2' 1-1/4" • MUST SUSTAIN LOADS IMPOSED. FLA.PE f 70592 as Complying with the Florida n
CONCRETE 2-1/2" 1_1/4" .". • • '. °•a • CAN.3538 Building Code B
AtteptZee
No 4. C} - '
2-1/Q I ° 1/2' M • • ji
8x iration llale ¢ 8 g a
r� °aF 1N • • • • JUN 1 � 2.0111 e -�17 a
ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. a a •• •: • .°° • • • • R 1 .i J
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED - •••a°. - �!•- •• • ri. drawing no.
WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR 1• Mi Dade[rroduN GonUof'',,
WATER-WHITE METHACRYLATE LACQUER. 1/4"DIA.ULTRACONS
1/ANGLE -::- sheet4of 4
• • • • • • • • • •
• •• •• • • • •• ••
e �
MM i� MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.yoWeconomv
Clopay Building Products Company
$585 Duke Boulevard
Mason,OH 45040
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 RER-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. RER 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: Single Car W8 Steel Pan Sectional Garage Door up to 9'-0"Wide w/Impact
Resistant Lites(DP+48.0,-54.0 PSS
APPROVAL DOCUMENT: Drawing No.103547,titled"Single Car W8 Pan Door with Impact Resistant Lites",
dated 10/23/2006,with revision 04 dated 02/2015,sheet 1 of 1,prepared by Clopay Building Products Convety,signed
and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision sta•np with tkallotice of••••••
Acceptance number and expiration date by the Miami-Dade County Product Control Section.—* • ••• • ••
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant **a:**
•• ••••••
LABELING:A permanent label with the manufacturer's name or logo,manufacturing ad11td51,Model number,the ;....;
positive and negative design pressure rating,indicate impact rated if applicable,installation�I!Afttion drttipg: '
reference number,approval number(NOA),'the applicable test standards,and the statement Affitflg`Miarhi-Dade
County Product Control Approved'is to be located on the door's side track,bottom angle,dfr'Md'r'surfacdaf apinel. •"•'
RENEWAL of this NOA shall be considered after a renewal application has been filed Alli�re has been no change •••*:•
in the applicable building code negatively affecting the performance of this product. . :
TERMINATION of this NOA will occur atter the expiration date or if there has been a rivisio or cha• in the 0• •••
materials,use,and/or manufacture of the product'or process.Misuse of this NOA as an ender�eme*t of anyp pggct,for:••••
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with atty settip of
this NOA shall be cause for termination and removal of NOA.
LIMITATION:This approval requires the manufacturer to test all coils used to fabricate door panels under this
Notice of Acceptance.A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8
by a Miami Dade County approved laboratory selected and paid by the manufacturer.Every 3 months,four times a year,
the manufacturer shall mail to this office:a copy of the test reports with confirmation that the specimen were selected
from coils at the manufacturer production facilities and a notarized statement from the manufacturer that only coils with
yield strength of 30,600 psi or more shall be used to make door panels under this 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#12-0105,01 and consists of this page 1 and evidence page E-1,as well as approval document
mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0225.03
MiAMMADECOUN7Y Expiration Date:February 21,2017
Approval Date:May 712015
�!t Page 1.
A !
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.103547,titled"Single Car W8 Pan Door with Impact Resistant Lites",dated
10/23/2006,with last revision 04 dated 02/2015,sheet 1 of 1,prepared by Clopay Building
Products Company,signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NOA#06-1107.02 11
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202
2)Large Missile Impact Test per FBC,TAS 201
3)Cyclic Wind Pressure Loading per FBC,TAS 203
along with marked-up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel Door,
Model 94W8,prepared by American Testing Lab,Inc.,Test Report No. ATLNC 1008.01-07,
dated 11/05/2007,signed and sealed by David W.Johnson,P.E.
"Submitted under NOA#06-1107.02"
2. Test report on Accelerated Weathering Using Xenon Are Light Apparatus,per ASTM G 155,
Test Report No. HETI-06-A002, prepared by Hurricane Engineering and Testing, Inc,
dated 11/08/2006, signed and sealed by Rafael E.Droz-Seda,P.E.
3. Tensile Test on GE Lexan SLX2432T,per ASTM D 638 and ASTM E 8,Test Reports No.
HETI-06-T566 and HETI-06-T634,prepared by Hurricane Engineering and Testing, Inc.,
dated 07/14/2006 and 11/08/2006,signed and sealed by Rafael E.Droz-Seda, P.E.
4. Test report on Self-Ignition Temperature(ASTM D 1929),Rate of Burn(ASTMsD.Q5)and
Smoke Density(ASTM D 2843),Test Report No. ETC-06-1024-17496,0, dated D50.0/2006,......
signed and sealed by Joseph L. Doldan,P.E. •.,• .
C. CALCULATIONS "Submitter)under NOA #061107.02" ...;.. .
0000..
1. Anchoring calculations prepared by Clopay Building Products Corngait"dated 19/24/3006, •
signed and sealed by Scott Hamilton,P.E. *so** •••••
0000.0 . •0• 0 0000.
D. QUALITY ASSURANCE •• •• 0.: ••••••
1. Miami-Dade Department of Regulatory and Economic Resources(l12Rk•• •
:0000.
E. MATERIAL CERTIFICATIONS . 00000.
1. Tensile tests on Painted Embossed Steel,per ASTM E 8,Test Reports No.HETI-A-M,
T597 and T598,dated 08/24/2006,signed by Rafael E.Droz-Seda,P.E.
2. Salt Spray Exposure Test Report No.30160-04-63365,prepared by Stork Twin City
Testing Corporation,dated 01/26/2005,signed by John D.Lee,P.E.
F. STATEMENTS
1. Statement letter of code conformance with the 2010 and the 5th edition(2014)FBC issued by
Clopay Building Products Company,dated 02118/2015,signed and sealed by Scott Hamilton,
P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,dated
01/0412012,signed and sealed by Scott Hamilton,P.E.
"Submitted under NOA#06-1107.02"
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0225.03
Expiration Date:February 21,2017
Approval Date:May 7,2015
E-1
r
4 J L I
1H1 OOR MEET 1H UNE NTS OF HE RL WC pESCMmN
CLOPAY MODELS 84A, 94, 98, H94 MGE MSSXF IMPACT AND LYCLC TEST NG. 01 02/12/07 'MULTPURPOSE HGH BOND-WAS VHS;FACADE 5 OPTONAL
IDEAL MODELS: 4RST, H4ST, 4F END STILES ATTACHED TO DOOR SIN WITH PATENTED TOG-L-LOC SYSTEW EIA S71LE5 02 11/14/0] REMOVED/SCREWS FROM END SALE.
HME(2)TOC-L-LOC CLINCHES AT 70P AND(2)AT BOTTOM.ALMA THE FRONT FACE: SECTION e_B TH5 REMENPRODUTS CONFORMS 0 AHE OS I2/15/11 RICRFASEO MA%.M.
HOLMES MODELS: 48, 48B 21"SECTIONS HAVE(6)TOG-L-IAC CLINCHES® p' ANDNEOTH FIFTH
OF WE 2010 FOC
I8"SECTIONS HAVE(4)TOG-L-LOC CLINCHES. AND THE FlFTN EDITOR TBC. 042/2015 ADDED CODE COMPLIANCE STATEMENT.
TRACK CONFIGURATION HOR120NTAL TRACK SUPPORT L R TOP BRACKET
DETAR V BT DOD"NSTMLER(TO SUR} D011BLE HORIZONTAL
(1)INTERMEDIATE SERE BETWEEN EACH EMBOSS. _ HIGH Do TAP CENTER HANG pEOUN[D FMI TRACK
HIGH BOND TIDE. DOORS OVER W Mo44
AITACHEO MTH TOG-L-IOC((2)AT TOP&BOTTOM) WCOMINE 1.�e,Nweul 1-.--ooA
0 UREIIWE ADHESIVE(ALONG CENTER). OPTgY4l NN INs E FRWF FRAME FACADE wHm M^'°'°•°r 44sr An.4✓r D
D A SNAP-NN INSERT.
L GE SSC+000AC STINICRRAL VEWN0 TRACK ATTACHED TO RAG BRACKET DOUBLE TRACK
ONE AM OF LPACL-I6:S5TAHT GLAZING N Emu SEALANT. WITH(I)3/6'x3/4`CANDACE BOLT. Irnv NF4reIwe OPTAN
y TOP SECTION(SHOWN)OR NEO-TO-WE-TOP
X X X # I 1 X SECTOR(NOT SHONII). HEIGHT
BRACIE MEATS'
X X X X IIA%.Gl,1ZRIG 512E IS 16_,n_ 11: r, u GA mV.STEEL FWD Do"" l' %1 %2 X3 9!4 5 "%7 %B
CUUM 5 NJECTOX MOLDED CE LEXM SL%'L432C 0.188 BRACKET.EACH FASIFNED _B J-142-110
M MPROJEO CC2 PLASTIC N ACCORDANCE WITH TO WOW JAMB WITH(3) T-D J6 -
•p/fgp mph. / 5/16`.H 2'WOW LAG
SEE SEOINN H-8 TOP ASSEMBI DFIARS _�- SCREWS 8-0 88 -1 10 J• _ _ _ -
WPACT RESISTANT VO%IAL TRACK w -t 10 ]4 56 62
•I I ONE-PIECE INlECTgN Fr ATTACHED TO -
c MOLDED GE LEIAN RORK! TRAGIC WON TOW
A%24327 FRDKF - (2),/4'.3/4'DMCK 34'
T TRACE t P.IADHO- BOLTS. ID-0 112 _ 4 62 - - -
SEE INTERNED.HINGE - 118' _ 'A-
j4
S2 1 DETAIL. PplY51YRFlIE RETAINEF g 1- _ ,-
FASTENED-D FRAME WRH 2'GALV.STEEL TRACK.
T W 88.3/4'PMI HEAD L TRACK THICKNESS:0.060'.tY-0'736 34' -
SEE END 1•IOE OETAL. 1ACMNE SCREWS. 2'_ -I 4 1 4 1
.1" 6• - _
DOOHEIGHT EROF z 34-
RD2 106 130
SECTIONS 14 0 112 =1 2' 1 34 58 82 106 ,
LOCK POSION(BOTH 5WE5)-SEE 6p'T07V 4 "X41 TMP.2-1/2•.12 Or.CNV. _
UYON OF EACH LOCK TOR DETAILS 7H. . 6 STEEL TRACK LRIACNET. _ 1 4 _
1tL5Or R RETNL UO'TO 1B'B' a O B-0 IM' 2' 1 4'
108'70 23' T Y3'
W H94. SUL 48 W'OWGRAN TFKNRE.RAISED PAMI,ERV.MER.SttFS 120"TOTorr 6 PREPARATION OF JAMBS BY OTHERS C
4RST. Nom
147 15 a T- :THE OMN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL
-- 90 A - 1vD000RAIp TfXFUR iWSX PAxR.CAV.VIER.STILES TBP 10 `%2'L BE THE RESPONUNLITY OF THE PROFESSIONAL OF RECORD FOR LIE
>� A + •SEC1lON5 ME EIMER I6' 21' HU1L01NG OR STRUCTURE AND
W ACCORDANCE WITH CURRENT BUILDING
LOCATION
gNAI�N1S _� SECTION A JAMB TO SUPPORTING STRUCTURE CODES FOR THE Lows us,ED«+n.s WAwwG.
NAIL DOOR MOTH_9'-0'
INSIDE ELEVATION 24 GA(0.0279'MN.THICK)DW I z THICK TUBE ATTACHMENT W FRpOM�)
- STEEL EXTERNIR SKIN
WITH
G-40
GALVANIZING.BAKED-ON PRIMER AND
A BAKED-ON POLYESTER PAINTED '
SWAP LATCH ENGAGE$ i0P COAT APPLIED TO BOTH SIDES 1. ALL ME LOAD FROM THE GOOR 1S TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6
ONTO
VERTICAL TRACK. VERTICAL SYP(GRADE 82 OR BETTER)AMBS.NO LOAD FROM THE DOOR IS TRANSFERRED TO THE
ONWMSIDE
END OF STEEL SKIN.(AS7M No,A657} T Hpp GONTAL(TOP)JAMB.
STILE ] 2. ALL JAMB FASTENERS MAY BE(BUT ARE 1101 REWIRED TO BE)COUNTERSUNK TO PROWDE A RUSK
INTER. OC
K NWMNG SURFACE. FASTENER
INTER.SSTLE BM SIRE BOLT LOCK 3. A 1/3 STRESS INCREASE FOR YrND LOAD WAS BQI USED N WE OALCUTATgN OF ALLOWABLE LOADS FOR TYPE
WOE END ENGAGES INTO 12 GA CAL' V.STEEL TOP ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASONRY.
HANDLEOIE STRE VERTICAL TRACK. ROLLER BRACKET
OUTSIDE LpGK enN F�A�LSo£of (z-1/z"=s-]/e7. OVOOD FRAME BUILDINGS
Il4tIDLEE ENGAGEYP
S IN DOOR EACH BRACKET 91HEO SHADWALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN(3)2x6 AESSURE 7REAlEO SER
W/(4)814.5/8•SHEET (GRADE/2 OR BETTER)WOOD STUDS OF A STRESS GRACE NOT LESS THAN 1200 PSI RpMNAL EXTREME Fl9ER
TAACK ON METAL SCREWS
OVOI-DF NFYFD IFI K MOSIR KFYFp LOCK EACH SOEINSIDE NIDE BOLT STRESS N BENDING(F•}STUD WALLS TO BE CONTINUOUS FROM FOOTING 70 TE BEANS.
SNAP ITCH LOCK OPTION �pCX BM ILx.x1IK OF DOOR. I(%2(OP1gN
8 BLOCK WALL ORemCOeeN\CRETE B
M GA GALV.STEEL 2,6 STP(GRADE 12 OR BETER)WOOD 3AMS SHAUL BE ANCHORED 10 PRINT REINFORCED BLOCK YTALL 0I 2.6 VEITiIOAL JAMB
END HINGE EACH CONCRETE COLUMN.BLOCK WALL CELLS SMALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING
1 FASTENED 70 END BMS EMENNNG INTO THE FOOTING AND INTO TE BEANS ALL BARS SHALL BE CONTINUOUS FROM THE TE
Q-3/4' Y- 2-1/4' STILES W/(•)B14x5/B' BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN.BLOCK WALLS AND CONCRETE COLUMNS TO BC
4 N.5/6'SHEEP XEfJL ;
SHIP
LAP JOINTS. 1 SHEET METAL SCREWS DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD.
I I A 6(4)1/4'SELF )
TAPPING SCREWS. )
PAGEM)LTYiVl9BD x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
7 yvd!ft� 7`TALL x 20 CA GAIv
menip .
STEEL SECTION.
1W0 U-BARS NOT i0 BE USED TOR ATTACMMEM OF TMCN BRACKETS
�o (4)1/�x]/4•utF O IhAN� PER SEC1NWI EACH U-BM ON CEN
(S-OZ AITACHG CRE 1/4`SELF ON CENTER
STANCE STEEL
14 G ENO exN¢5 scRWi BOA MEAAE YTE RACE w6 TAPPING SCREWS. (2) BETWEEN WASHERS
WW•B• L�EII'S. INTERNED.ST0.E LOUE.GTS BULONG TYPE FASTENER TYPE
FASTENERS REQUIRED?
By C-90 8LOCK HOLLDW OR 1/4"x J'(1-1/4"EMBED)ITR TAPCON CONCRETE ANCHOR(2-1/2'MIN.EDGE DISTANCE) 10-1/2" 1.O.D.
JAMB CONF)GURATION 30W PSI MIN.CWCRETE 1 4 .4 1- • MBEO RW TAPCW CONCRETE ARCHON 2-1 2 MW.EGROUTMI 24 1 0.
STOP L10ULDNJC.BY DOOR •• /3 GALV STEEL HOTTQ)1 7 2 s 4" 2-1 4 LOU MPSON STRONG-A - ANCHOR 2 MIN.EDGE DIST t-1 INCLU
7-:
P�,1+;,�I,t'S4;•,t?t� tA! INSTALLER(TO SUIT) ]�/'.S Ij1' •WIND FRAME 1 2 x -5 B 5 ASMNICE%(^.s+l )ri)120 GA ADN.CAW.STEEL EJKI 57RE.2-5/8'e2 A D ITH 21�14xa11 I 1 2 x 4 2-1 2 EMBED NEJ- SLE 2-1MRI.EDGE 0524 20 GA MIN.GALv.STEEL INTERN.STILE.2'.2• • SLE• TMST ANCHOR/SCREW STAR.FROMBOTTOM40 UA0.8 ,�HALp OF lM OII CENT01SIAHCE.
HONEST ANCHOR/SCREW INSTALLED AT(FAST AS IRG((.ASIT Sl12 G0.CNTRACK • • • • • • • • • ,BRACKET FASWOOD •• ALUJAOIIIM EXTftSION A VNO WWWRS7RP.EXTRUSION \AJAMB MIH W1-1/2" ATTACHED WITH 18.1/2'SELF TAPPING SCREWS AT LT P( '.DESIGN LOADS: +45.0 PSF & -54.0 PSF.
WOOD VCG SCREACKET. W CENTER SPACING[(6)SCREWS ON e'W DOUR]. PF, .672818 GA CNV.STEM HIEN.HINGE FASTENEDTOCpp`= (j PARE. HA%.SIZE
2"GAL.V.STEFASTENED SOLE W/(4)EACH 814.5/6'SKEET METAL SCRIMS TOLERANCESTOTRAETS.EACH 7/16"ROUA PUSHNUT 5 NSIALLED ox EACR B1LOEILER$HAFT+ umees Sw"UAawis• 'R:3.015 ROTI� 1 OF 1 9'0'1Y x 16'0"H
BRACKET WITH ONE EYIOIHGI�SR .0000= 3.069• NIrt!LIMO 2
1/4.5/8"BOLT R Nur OR Two 44 GA DALY.STEEL END HRAIE FASTENED TO E 5 dC ��1 �, 6 OES[RPTION.
814.3/a`SHEET METH scRtws x p)1/+' DaglBeR a it%2' �.Yr .. SINGLE CAR W8 PAN DOOR
I/4"RIVETS. • • • C.4
Wl CHOPPY BUILDING PRODUCTS„•, AIN yr)�H q: WITH IMPACT RESISTANT L)TES
2'10 BNL STEEL ROLLER •• • • • Bu��i PrOC uL,9S 8585 DUKE BLVD. •- •� DRAVNG NINBEM vcR.
(,_7/,6•x7/,6•.49 WITH • •• • 1A`J' • • • MASON, OHIO 45040` •'•• 'kFfEB'BY. B 103547
STEEL OR NVLTOH TME. ••. • •• C o Ian a n •• • 513 770-4800
1;, - •,�K•;,
111
4 3 2
•.. • • • • ••• • •
• • • • • • • • • •
i ►
MI®QADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION K
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/cera/
Labrador&Fundora Corp.dba V&V Windows
2355 W 4th Avenue
Hialeah,FL 33010-1454
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 c988'*.
This product is approved as described herein,and has been designed to comply wi:h the Floridalluilding
Code,including the High Velocity Hurricane Zone. 0 •
. .
...... .. ......
DESCRIPTION: Series 11200"Aluminum Horizontal Sliding Window—L.M1..:.. ;0 0 0 0;
APPROVAL DOCUMENT: Drawing No. W10-26,titled Series 200 Alum.Hai'l�. Siiding. r 00*00:0000:
(L.M.I.)", sheets 1 through 6 of 6,dated 04/23/10 with revision B dated 11/22/11,p:e"*Orgd by h—Farooq ..:..'
Corporation,signed and sealed by Javad Ahmad,P. E.,bearing the Miami—Dade CgpVyTroduct Carkrol .•••••
Revision stamp with the Notice of Acceptance number and expiration date by the"a"-rDade Coxnty •,
Product Control Section. i + • • :0000:
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,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#10-0824.05 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. 12-0113.01
MfAtrianan�LW�C�uN Ex11111111111Wpiration Date: December 30,2015
Approval Date: March 01,2012
Page I
t
Labrador& Fundora Corp. dba V& V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W10-26,titled"Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets
1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11,prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad,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 horizontal slider,prepared
by-American Test Lab of South Florida,Inc., Test Report No. ATLSF-0126.01-10,
dated 06/08/10, signed and sealed by Edmundo J. Largaespada,P. E.
(Submitted under previous NOA#10-0824.05) '696600
• 0000 000000
C. CALCULATIONS '
1. Anchor verification calculations and structural analysis,complykw with FBC'2007
and FBC-2010,prepared by Al-Farooq Corporation, dated 06f24m and revised on ;••••
11/2 1/11, signed and sealed by Javad Ahmad, P. E. 0
;:*06000000.,
0
2. Glazing complies with ASTM E1300-04 . :
0000. .., 0000.
0000*0 .. 0000..
D. QUALITY ASSURANCE 000000 •
1. Miami-Dade Department of Permitting,Environment, and Regulatory Af$�;j t?ERA')''•0
*40
E. MATERIAL CERTIFICATIONS ... 0 000 ••'`
•
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours%*OcC ., Inc.
for their"DuPont SentryGlas®Interlayer" dated 08/25/11,expiring on 01/14/17.
2. 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-2007 and FBC-2010,and of no
financial interest,dated,November 21, 2011, signed and sealed by Javad Ahmad, P. E.
2. Laboratory compliance letter for Test Report No. ATLSF-0126.01-10,issued by
American Test Lab of South Florida, Inc.,dated 06/08/10,signed and sealed by
Edmundo J. Largaespada,P. E. (Submitted under previous NOA#10-0824.05)
G. OTHERS
1. Notice of Acceptance No. 10-0824.05, issued to Labrador& Fundora Corp. dba V &
V Windows for their Series "200"Aluminum Horizontal Sliding Window-L.M.X.,
approved on 12/30/10 and expiring on 12/30/15.
Ma tel rez,P.E.
Product o11 xaminer
NO .12-0113.01
Expiration Date: December 30,2015
Approval Date: March 01,2012
E- l
74"
WINDOW WIDTH WINDOW WIDTH Ips' 0
6"MAX."MAX. 9"MAX. 9"MAX. m HED/SILL HEAD SILL a
CORNERS 0o aHEAD/SILL Az z
CORNERS
II a iI u �o
C ii D C ii D ii ii IOU n LL
O n a c
M= nx
000�° Oy00
Z ,n II in O / Z 'n 7 n o II II h d II 3 lV
u ?N
3 ❑= t=== ; ==-ACo== t9
J z
I. {l €
II II
� a
0
app
DW
FALSE MUNTINS FALSE MUNTINS 3
(SURFACE APPLIED) 32 5/8" 33" (SURFACE APPLIED 24 5/8" 46 5/8" 24 5/8"
MAY BE USED O.L. OPG. D.L. OPG. MAY BE USE
D.L. OPG, D.L. OPG. D.L. OPG. o
36 3/4" 28 3/4" 28 3/4 N U
VENT WIDTH VENT WIDTH VENT WIDTH N
TYPICAL ELEVATIONS = °c a
vv>
cc¢s-
�J Eti
G S
3/16"ANN. GLASS 1/8"HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS o
THto ESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE N07 REQUIRED. .090" INTERLAYER .090"INTERLAYER .090"INTERLAYER a• o J
ffi m aNS R'�
BUTACITE PVB BY'DUPONT' BUTACITE PVB BY'DUPONT' SENTRYGLAS BY'DUPONT' 0
SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW 3/16"ANN. GLASS 1/8"HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER SILICONE SILICONE SILICONE
CHARTS SHOWN ON SHEET 2. DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 o
PECORA 895 PECORA 895 PECOR4 895 c S
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE m m m 4
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER g m II rn i i s m i II w
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 22 i li 22 !i! 22 i !i
0 iI I� I� m
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. I. g`_
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
d
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING ••• •• :10 • • ••• 10 -
HIGH VELOCITY HURRICANE ZONE (WHZ). •• • • • =a m
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • pc �yp� `a' • GLASS TYPE 'CGLASS TYPE 4
LOADS TO THE STRUCTURE. •• 000 •• • • • •• ""
.Ehgr;J Al)AHMAD jl o
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS - CML PRODUCT REVISED
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GLAZING OPTIONS
FLA.PE g 70592. as Ilduas ingwiM the Pbttd• $
C.A.N.3636 Ruildiiig Coda
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS* ••• • ••• • • =.ptm w No .. s
ARE NOT PART OF THIS APPROVAL. • • • • • • • • irationDate '� v
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.•• 0 • •• • •• BYM. edepro MC drawl.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INT4)• •• •• ••• W -ZG
mi
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4.
sheet 1 of 6
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES) (XOX SIZES) j
GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE
WINDOW DIMS. A B. & 'C' 'D' WINDOW DIMS. A 'B' & 'C' 'D' Z m
WIDTH HEIGHT EXT.(+) IW.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT(.)I INT.(-) E%i.(+) IML(-) W
26-1/2" 3 70.0 70.0 80,0 90.0 74" 8 70.0 70.0 8010 90.0 Q g
37" 4 70.0 70.0 80.0 90.0 106-1/4" 26" 12 70.0 70.0 80.0 90.0 0"IL v
53-1/B" 28" 8 70.0 70.0 80.0 90.0 111" 12 70.0 70.0 80.0 90.0 a
74" 6 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 80.0 90.0
26-1/2" 3 70.0 70.0 8010 90.0 106-1/4" 38-3/8" 12 70.0 70.0 80.0 90.0
37" 4 70.0 70.0 50.0 90.0 111" 12 1 70,0 70.0 80,0 90,0 V p
53-1/8" 38-3/8" 6 70.0 70.0 80.0 90.0 74" 8 70.0 70.0 80.0 90.0
74" 8 70.0 70.0 80.0 90.0 106-1/4" 50-5/8" 12 70.0 70.0 80.0 90.0 Q IL 6 p cHI
26-1/2" 3 70.0 70.0 80.0 90.0 111" 12 70.0 70.0 80,0 90.0 �yy O �D
37" 4 70.0 70.0 80.0 90.0 74" 6 70.0 70.0 80.0 90.0
53-1/8" 50-5/8" 6 70.0 70.0 80.0 90.0 106-1/4" 63" 12 70.0 70.0 80.0 90.0
74" - 6 70.0 70.0 B0.0 90.0 111" 12 70.0 70.0 80.0 89.0 Q w
0015
26-1/2" 3 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 8010 90.0
37" 4 70.0 70.0 80.0 90.0 84" 9 70,0 70,0 80.0 90.0 C��
53-1/8" 63" 6 70.0 70.0 80.0 90.0 96" 36" 11 70.0 70.0 80.0 90.0 $
74" 6 70.0 70.0 80.0 89.0 108" 12 70.01 70.0 80.0 90.0 .-..
I
24" 370.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 90.0 3
36" 4 70.0 70.0 80.0 90.0 84" 9 70A 70.0 80.0 90.0
48" 24" 5 70.0 70.0 80.0 90.0 96" 46 11 70.0 70.0 80.0 90.0
80" 7 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.0 90.0
72" a 70.0 70.0 80.0 90.0 72" 6 70.0 70,0 80.0 90.0
24" 3 70.0 70.0 80.0 90.0 84" 9 70.0 70,0 80.0 90.0
36" 4 70.0 70.0 80.0 90.0 96" 80�� 11 70.0 70.0 80.0 90.0 °o ti
v„>O
48" 36" 5 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.0 90.0 c c a
60" 7 r7O.0 70.0 80.0 1 90.0 72" 6 70.0 70,0 80.0 90.0 >
72" 8 70.0 70.0 80.0 90.0 84" 9 70.0 70.0 80.0 J.0 0 ,�
24" 3 70.0 70.0 80.0 90.0 96" 63 11 70.0 70.0 80.0 .0 N v>3 c
w P INus
36" 4 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.0 .0 -
i°J' a n
48" 1. 5 70.0 MO 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL rn �°v N x
60" 7 70.0 70.0 80.0 90.0 O
80.0 90.0
72" a 70.0 70.0 130.0 90.0
24" 3 70.0 70.0 80.0 90.0
36" 4 70.0 70.0
48" 80" 5 70.0 70.0 80.0 90.0 ii
60" 7 70.0 70.D 80.0 90.0 / � � o F
72" 8 70.0 70.0 80.0 90.0 (1/3W) (1/2W) (1/4W) Ig 19
24" 3 70.0 _ 70.0 80.0 90.0 '� Q' u0i 1
36" 4 70.0 70.0 80.0 90.0 • g
48" g3" 5 70.0 70.0 jjj�
OPERATING VENTS TO BE 1 3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1 4 OF THE WINDOW WIDTH
60" 7 70.0 70.0 / c o 0
72" a 70.o 70.0 ••• • • • • • •• XOX' XOX' °m
A = NO. OF ANCHORS PER HEAD & SILL •• c°<m
• •• • • • • ••• • O
0
En9r.JACML
PRODUCT REVISED u
(1/2W) (1/2w) (1/3w) (2/3W) `c.A.klll,14��70592 Buildihg /2-DI��1 "a
Acca lance de _
�• •:• •:• NOTE: B.epkaationDate /5 v
• • • i LISS CAPACITIES ON THIS SHEET ARE
• • • •BASED ON ASTM E1300-04 (3 SEC. GUSTS) Dy,�� dm- no.
• •• • •• • •ANE FLORIDA BUILDING COMMISSION Is`nmi aaproduct Ce 9
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTC•T• BE i/3 OF TiIG iYINDCip' WIDTH ••• CIECLARATORY STATEMENT DCA05-DEC-219 t�0� W10-26
'XO OR OX' 'XO OR OX' sheet 2 of 6
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
METAL
TYPICAL ANCHORS STRUCTURE �u
191. SEE ELEV. w N
FOR SPACING x
WOOD BUCK I TYPICAL ANCHORS of
r--------------------�
,•.Q a "' .a.a " - SEE ELEV. m � I r------------------�I 3
o q' e a a FOR SPACING o II MIAMI—DAOE COUNTY APPROVED II Z n /
e. gg
a-.. e e s o G I� MULLION& MULLION ANCHORS �I Q F. •
z 3 o z II SEE SEPARATE NOA II Z
IL
1 o $
.. --------- --------J a u m
M
s 0 IL<g
II TYPICAL ANCHORS TYPICAL ANCHORS O h
SEE ELEV. SEE ELEV.
FOR SPACING FOR SPACING Q m 3 LL
1.i LL W In
;ro
W{y J
'i f
WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW.
I:I
lii li MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
j AND TRANSFER THEM TO THE BUILDING STRUCTURE,
i' j II v T
WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING
W1 - 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END 1/4" DIA. ULTRACON BY 'ELCO' (FU=177 KSI, FY-155 KSI) 0
y ! WITH PLASTIC BAFFLE, z
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
J
OW2 = 3/16" X 1-1/2" WEEP SLOT AT 2" FROM EACH END 1-3/8" MIN. PENETRATION INTO WOOD 0
a W3 = 1/8" X 1-3/4" WEEP SLOT AT MIDWIDTH OF VENT. V
i O F4 x 1HRU 1BY BUCKS INTO CONC. OR MASONRY o Q 3
T 1-1/4" MIN. EMBED INTO CONC. OR MASONRY
Z W i i ii ii SEALANT: DIRECTLY INTO CONC. OR MASONRY
u ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o
PECORA 1215 SEAM SEALER. o ��
F DRI IN. CREWS (GRADE 2 CRS) w o>3 t
!i INTO METAL STRUCTURES w o a0 M 6 J
! STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) �v J N 1E w
j ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
It
#12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTYAPPROVED M _ o
ADHERED TO SILL MULLIONS (MIN. THK. .090') a
�
WITH SILICONE ALUM BAR SHIM SPACE) 0 td F
2-3/16"X 1/8"X 3"LONG $
2 W3 AT FIXED MTG. RAIL LOCATIONS TYPICAL D DICTAN %a
74 INTO CONCRETE AND MASONRY = 2-1/2" MIN.
OINTO WOOD STRUCTURE = 1" MIN.
B 19 INTO METAL STRUCTURE = 3/4" MIN.
c m e
H1 1
z7 t8 •• 000 • • • • •• CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. a °
15 • • • • • • • Z C-80 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN, v o
3 \ • •• • • • • N 0
25 11
• • • • • •
Engr:JAVAD AIIMAD I ,II o
da CML 1't:ODUCI'Rwitht�heFlaida �i it
e .FIA.PE$7U592 as:anplym8 g
. . I CA.N.3538 OalhlinB CO& },
. • •• •.. - Ac"plaOoe No ( d ..
.:.e;.. a • • • �' '• >:
E. atlonDak 1$ S t
de \ 8 < ••• • •: '. •�,. r ��•. v •TYPICAL ANCHORS 0
TYPICAL ANCHORS I SEE ELEV." By ocC drawing no.
SEE ELEV. • • ` 19Y • • • •FOR SPACING N'Lam
..o Wt W2 FOR SPACING ••• • W---SUCK • •
�1011 W 10-26
IIQ sheet 3 of 6
• •• •• • • • •• ••
1/4»MAX, VENT WIDTH U
SHIM 1/4'MAX �� N
O D.L. OPG. O SHIMS o
3
TYPICAL ANCHORS 20 23 v TYPICAL ANCHORS Z
SEE ELEV. SEE SPACING
Q
FOR SPACING FOR SPACING 2 W m a
__ - - 24 Qa N
0-0,
METAL v GF 4
STRUCTUR44�
Q O U O
20 ° (>00 m
pa¢Ir 1�0 a
------SCREENS OPT. ----- C 0
1By �: O
D.L. OPG. - WOOD BUCKS Q wW LL
28 6 > LL 2 m
v J0r�<
EXTERIOR Q w
WINDOW WIDTH O
XO LAYOUT -
VENT WIDTH VENT WIDTH1/ 3
1/4'SHIM SHIMS CD
CD
z
MAX. D.L.OPG. D.L. OPG. S
O :)6u(
B O
O 2p 23 23
TYPICAL ANCHORS = O p ti
BY WOOD BUCK fA
W D STRUCTU - FOR SPACING - >o,;
24 24 � �eT�aoa
p Q INS„
20 -__-- --- -9
aa=
5 O
lay
D.L. OPG. c WOOD BUCKS
4 26 6 EXTERIOR
ou
WINDOW WIDTH m
TYPICAL ANCHORSv a
SEE ELEV. ROX LAYOUT c
FOR SPACING
MIAMI-DADE COUNTY
APPROVED MULLION
&MULLION ANCHORS
SEE!WgpRAW"A -\ • • • • • p
Ti- �oam
•
4. Engr:JAV M AH MAO I •N
FRDDUCT'RBVISBD
II II FIA. PEY�yL��7g582 wwinplyingwith theFkdh
I C.A,N.35b8 BW dieg Code
_ II • �Y• • • Acceptanoe No m '
---_ -_- i i f 1• • • • EK iretion pate
• •
10- A. • • • Mme. eL.- drawing no.
... •. ... . ---- �p11 �n C
TYPICAL ANCHORS X10 u' 1 O—L V
SEE ELEV. FOR SPACING sheet 4 of 6
68
' 2.765 9 082 ITEM PART# QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
TYP, •843 1 V103 1 FRAME HEAD 6063-T6
.500 803 1- 2 V202 1 FRAME SILL 6063-T6
g_ 3 V203 1 SILL TRACK 6063-T6 Z m
082 2 875 1.476 .937 .050 1.125 4 V201 2 FRAME JAMB 6063-T6 f `9
2.687 T,P 5 V205 AS READ, FRAME JAMB ADAPTER 6063-TB - Q 2 " M
I I 8 V104 1/VENT FIXED MTG. RAIL 6063-T6 - p p v
875 .906 .875 Imo- 7 V204 1/VENT VENT INTERLOCK 6083-T8 - a 3 s
8 V209 1/VENT JAMB STILE 6063-T6 Ix 0
O VENT TOP/BOTTOM RAIL O JAMB ADAPTER 9 V107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - Q�j d'
fes--1.187 1'125 10 V108 AS REQD. GLAZING BEAD 6063-T6 - V p
2.063 .082 13 - AS READ. ADD-ON SILL RISER 6063-T6 USE AS READ. C� Q
01 FRAME HEAD 062 14 - 4/VENT ROLLER HOUSING&GUIDE CELCON -
TMP• 1.100 15 V208 2/VENT ROLLER BRASS - p a
.674 16 V207 2/VENT ROLLER PIN ST. STEEL - Q w?+•LL 6
1.187 1.125 1.775 LL I
y
17 #8 X 1-1/4" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS i u1.967 184 #8 X 3" 2/VENT FIX.RAIL SILL SCREWS(SILL END) CRS P.H.SMS
.875F 19 - AS REQD, FIN SEAL W'STRIPPING _ ULTRAFAB
t3 SILL RISER
1 188 20 9146QU AS READ. BULB SEAL(DUAL DUROMETER,T-SLOT=50, BULB=73) NEOPRENE ULTRAFAB
22 914SQU AS REQD. GLAZING BEAD BULB(DUAL DUROMETER,T-SLOT=50, BULB=73) NEOPRENE ULTRAFAB o
J
125 23 - 2/VENT SWEEP LATCH - AT 6-1/2"FROM EACH ENO
3.875 078 2.625 O JAMB STILE 24 #8 X 3/4" 2/LATCH LATCH INST.SCREW ST. STEEL PH SMS c °�
TYP. 3
2.$E] 13�
25 = 2/WOW. WEEP VALVE
26 1/VENT 5/16"BOX SCREEN _ - OPTIONAL Z
-194 o
2 187 27 #5 X 1/2" 2 BAFFLE INSTALLATION SCREWS PH TEKS in d
.$00L - 1 ni
U
79 p P;
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4
0
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1.420 N JaN=�
1.844� �
.585
.312 _
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03 SILL TRACK .062 TYP.
1.750 d?o
1-2.625-
.50D-
.625
.500 1.750
O FIXED MTG. RAIL o
Wm'
•• ••• • • • • • •c 40 °�
Mn
-�[-.147 • • •• • • i • • � Q a m
.062 TYP. .BBS i • • • t • • t •
.062 TYP. !• ••• t• • • • ••
2.827 2.950 1
Engrg'JA Ap AHM(nD i3 1 g
CNI� PRODUCT REVISED
FLA.PE 70592- McomplYlnBwithlAemorm9 g
C.A.N. 5,38 Buildln9 Ced410 No $.
to GLAZING BEAD ••• ••• • ••! • ••• Bxpir�alI.937 • •• • •• • • • ,'� jdrawing o no.
... .•. .•. W10-26
O FRAME JAMB +��� - sheet 5 of 8
• •• •• • • • •• ••
••• • • • ••• • •
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CN14 - PRODUCT REVISED �+
FIA.PE N Euildilg
70592', ,scomplyingwithth@FJwWm
C.A.N. 536
• Code' / Or
tg • ••• • • • • • cep10BNo 2015 a
• • • •• f • • 5xpiretim Date
• • • • • • •
••� �•• t • Ey drawing no.
FIXED MTG, RAIL CORNER :• :• •• •• Mlem< Ade product 10-26
FRAME BOTTOM CORNER W
sheet 6 of 6
• • • • • • • • • •
••• • • • ••• • •
I
Mme„AMFMIAMI-DADE COUNTY,FLORIDA
bamau" PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sovhnera/
Labrador&Fundora Corp dba V& V Windows
2355 W 4a'Avenue
Hialeah,YL 33010-1454
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 11300" Outswing 810" Glazed Aluminum Entrance Door—L.M.I.
APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out—Swing Entrance Door
(L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, 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. •..• : *::Go.
••..• ••
LIMITATIONS: ..
•
:000":
1. The maximum positive exterior design pressure shall be-+-66.30 psf where water ii NtRion rgquirgment :0000:
is needed. """
.... . .....
2. Glass lite wider than 36"shall be supported with approved setting blocks or clamps jwr FBC reyuirmentsr•:••
LABELING: Each unit shall bear a permanent label with the manufacturer's nhtnd'or logo, city, state*,
model/ series and following statement: "Miami-Dade County Product Control Approved" unl qss * erwise`••„•
noted herein. :**go*
RENEWAL of this NOA shall be considered after a renewal application has been filed snd tive Pa¢ bee;•• ••
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 10-0406.04 and consists of this page 1, evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
MIAMI DAPI:COUNTY NOA No. 12-0113.02
.... , Expiration Date: September Oi,2015
ot,12' Approval Date: April 19,2012
Page 1
Labrador& Fundora Corp dba V&V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1: Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 10-0406.04)
2. Drawing No. W10-08, titled "Series Aluminum Out-Swing Entrance Door (L.M.I.)",
sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad,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, Type "C" swing door, Grade 10, per FBC
2411.3.2.1,TAS 202-94 and per ASTM F 842-04
along with marked-up drawings and installation diagram of an Aluminum outswing
French door, prepared by American Test Lab of South Florida, Inc., Test Report No.
ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner,P. E.,
Henry Hattem,P:E: and%Edmunds J.-Largaespada.T. E.
(Submitted under previous NOA No. 10-0406.04)
C. CALCULATIONS •••• ••••••
1. Anchor calculations and structural analysis, complying with VXU�007,•dateA-March..:.
18, 2010, prepared by Al-Farooq Corporation, dated 08/10/1®r ligned and sealed iv...;
Javad Ahmad,P. E. •••••. •
(Submitted under previous NOA No. 10-0406.04) •
2. Statement letter of conformance and compliance with the 1� T 2010 ,•prepgred b,%....
Al-Farooq Corporation, dated 11/21/11, signed and sealed by.Sai�Ahmad,•P.E. •;
3. Glazing complies with ASTM E1300-04 •
. . . . ......
. .. . . ... . .
D. QUALITY ASSURANCE •
1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on
12/11/2016.
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No. 12-0113.02
Expiration Date: September 01,2015
Approval Date: April 19,2412
E-1
Labrador& Fundora Cora dba V&V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, no financial interest and compliance with the
FBC-2010, prepared by Al—Farooq Corporation, dated 11/21/11, signed and sealed
by Javad Ahmad,P. E.
2. Statement letter of no financial interest, conformance and compliance with the
FBC--2007, prepared by Al—Farooq Corporation, dated 04/30/10, signed and sealed
by Javad Ahmad, P. E.
(Submitted under previous NOA No. 10-0406.04)
3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and
Mr. Candido D. Vega.
(Submitted under previous NOA No. 10-0406.04)
4. Laboratory compliance letter for Test Report No. ATLSF-0403.02--08, issued by
American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R.
Mehner,P. E.,Henry Hattem, P. E. and Edmundo J. Largaespada,P. E.
(Submitted under previous NDA No. 10-0406.04)
G. OTHERS
2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Corp dba V &
V Window for their Series "300" 8'0" outswing Glazed Aluminum Entrance
Door—L.M.I.", approved on 09/01/10 and expiring on 09/01/15.
...... •• ......
••••••
•••• • •••••
•••••• ••• • •••••
• • • •
•• •• •• ••••••
•
• • • • ••••••
••••••
a
Jaime D.Gasc ,P.E.
Product Control Section Supervisor
NOA No. 12-0113.02
Expiration Date: September 01,2015
Approval Date: April 19,2012
E-2
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THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. o °�
SHUTTERS ARE NOT REQUIRED. w $
V
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WU
ALUMINUM OUTSWING ENTRANCE DOOR 23
Z °0 0>ON
SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. c c<.-
°•- oa
SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. o �>
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5. `o dt m ,�
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL z a>3 t
APPLY TO ENTIRE SYSTEM. ,v
r,{{
t/e" HEAT 57REN'D GLASS 3J78"HEAT STREN'D GLASS JVNSF
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION O
.090"INTERLAYER .090" INTERLAYER RESISTANCE IS REQUIRED.
BUTACITE PVB BY'DUPONT' BUTACITE PVB BY'DUPONT' ,
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
1/8"HEAT STREWD GLASS 3/16" HEAT STREWD GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING w
HIGH VELOCITY HURRICANE ZONE (HVHZ). 8
SILICONE SILICONE c$ $
DOW 995 DOW 995 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 413 Q
PECORA 895 PECORA 895 ? LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS w S
\ \ 20 \ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MI
20 \ m 20 !i \ °' / ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL. q o 0
25 �� 25 1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .°
• }•• • • ••• F • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO <m
tt / 1 • / • •• • • • • J CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS �---
/ • / •• • • • • • • • OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4.
• • • • • • • • 21 /
\ // •ty ••• •• • • to •• _. o c
i Engr:JAVIVI AFIM D
—— —— — Ef PRODUCT REVISED
FIA. PE,k 70592
C.A.N. 36 t•8 complying with the Florida
GLASS TYPE 'A' GLASS TYPE 'B' GLA NG ➢ETAIL GaildinBCodc 1
5/16"OVERALL LAM.GLASS 7/16`OVERALL GL S:• : •:• AT S�ITIIT/EANSOM Acceptnnco No IZ-0113.0 o g o
GLAZING OPTIONS •• •• • •• •• • •• • • 2 B drawing no.
600 • ••• • *00 • Ov NDami adoP duct Contr0l W l 0-08
sheet � of 12
• • • • • • • • • •
39 5/8" MAX. 76"MAX. �U
FRAME WIDTH FRAME WIDTH o
12" 12" 3
5" MAX. 1 MAX. 5„MAX. MAX. Z
HEAD/SILL f�- A SEILA� HEAD/SILL A HEAD O(-
CORNERS SILL
I CORNERS Q o
IL 0
I II 0 W
HEAD ANCHORS a
AT STILE ENDS 0 LL
(4)AT 3" O.C. 0? n
d O
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it
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p a II I m w ti _ II ".r 10 Z(y
x robe /61 i _ x 0 I.I \ I QW'iFIW-
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ACTIVE I ACTIVE INACTIVE
SURFACE APPLIED B mz SURFACE APPLIED B \ tnw =�un,
FALSE MUNTINS OR o FALSE MUNTINS OR DECORATIVE GRILL 26 3 4"MAX. DECORATIVE GRILL MAY BE USED / MAY BE USED 28 3/4"MAX. 26 3/4" MAX.OPG. D.L. OPG. D.L. OPG. �36 3/4"MAX. 38 3/4"MAX
LEAF WIDTH LEAF WIDTH
(X) (XX) 12
s�A
DOORS LOAD CAPACITY - PST DOORS LOAD CAPACITY - PSF o
SINGLE DOORS WITHOUT TRANSOM (X) DOUBLE DOORS WITHOUT TRANSOM (XX) w
GLASS TYPE CLASS TYPE GLASS TYPE GLASS TYPE NOTE: m B
DOOR DIMS. 'A' •g' DOOR DIMS. • i z
'B' GLASS CAPACITIES ON THIS SHEET ARE
FRAME FRAME EXT.(+) INT.(—) EXI'.(+) INT.(—) FRAME FRAME BASED ON ASTM E1300-04 (3 SEC. GUSTS)
WIDTH HEIGHT WIDTH HEIGHT AND FLORIDA BUILDING COMMISSION
37-5/8" 70.0 so.o 70.0 80.0 72" 70.o eo.o 7o.G ao.o DECLARATORY STATEMENT DCA05—DEC-219
96" 96" o
39-5/8" 66.3 75.5 66.3 75.8 76i • •
c
Engr.0 VAO MAD - a it
CML
FLA.PEG 7C592 RODUCT REVISED o
C.A.N.. 38. s complying vaith the Florida
• ••• • ••• • •
W
3iding Codc o
ltb 2 s
Ac:,eptnncc
• • • • • • • T to Pd/C�' O
•• • • • • • • • • ��'l.� B ,- drawing no.
N• • ••• • ••• • N I✓111YDi D da Pralu Control W 1 Q-08
I sheet 2 of 12
• • • • • • • • • •
••• • • • ••• • •
�I V
39 5/8" MAX. 76" MAX. - IlV of
FRAME WIDTH FRAME WIDTH o
3s" 71 5/18"
C
D.L. OPG. 72" O.L. OPG. F a
12" Q N
5"MAX. MAX. 5"MAX MAX.F ALUM REINF. �,p o Ov
HEAD/SILL F 31L�L HEAD/SILL F SILL 4 rn
CORNERS CORNERS GI
(2)ANCHORS (4)ANCHORS V�
m o. AT TRANSOM ENDS mEl'
AT TRANSOM ENDS n
n 0 SINGLE DOORS DOUBLE DOORS C /���a
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ACTIVE I ACTIVE INACTIVE
SURFACE APPLIED B m"' ` / m w 8 B
s rc SURFACE APPLIED B
FALSE MUNTINS OR FALSE MUNTINS OR p I5
DECORATIVE GRILL 26 3/4" MAX. f° DECORATIVE GRILL 28 3/4"MAX. 26 3/4"MAX. 'o 0 ® w
MAY BE USED MAY BE USED
D.L. OPG, D.L. OPG. D.L. OPG.
36 3/4"MAX. 36 3/4"MAX. •
LEAF WIDTH LEAF WIDTH NOTE:GLASS CAPACITIES ON THIS SHEET ARE
(OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) c •a
•• ••• • • • • • •• AND FLORIDA BUILDING COMMISSION ° ozig
• • • • • • • • e DECLARATORY STATEMENT DCA05-DEC-219 >
DOORS LOAD CAPACITY - PSF • • •• • c m o
SF
SINGE DOORS WITH TRANSOM (0/X) •• • • • • • ••!§OUB EO DOORS WITH TRANSOMP(0/XX)
0 0
GLASS TYPE GLASS TYPE •• ••• •• 6 00
GLASS TYPE GLASS TYPE Engr.JAVAD AHMAD a '
DOOR DIMS. 'A' 'B' DOOR DIMS. A' 'B' CIVIL � :I
FRAME FRAME FRAMEaHEIT
FLA:'PE 1.70592 �•+
EXT.(+) IM.(-) EXT.(+) INT.(-) WIDTHEXT + INT ( ) CAW 3536 PRODUCT REVISEDWIDTH HEIGHT ( ) (-) EXT.+ INT.(-) as complying with the Morido37-5/8" 70.0 80.0 70.0 B0.0 ••• • • • 72" i0.0 80.0 70.0 80.0 BuildingCodeO1�.ox 939-5/8" 120" 66.3 75.8 66.3 75.8 • • • 4 Gr 76" .3 75.8 66.3 75.8 O4�' Lcceptnn'e N. rs, O
• •• • •• • • • �• drawing no.
••• • ••• • ••• • - BY- [W10-08J
Miami Dade PlroduU Conlroi
sheet 3 of 12
• • • • • • • •
• • • • • • • • • •
• DESIGN LOAD CAPACITY - PSF 145'
SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM FRAME WIDTH 1�
GLASS TYPE'A' GLASS TYPE '6' CLUSTER OF 31 3/8" 3
SIDELITE FRAME SIDELITE SIDELITE SIDELINE SIDELITE 12 (4)ANCHORS 12 - D.L. OPG. Z n w
WIDTH HEIGHT W/O REINF. W/ALUM REINF. W/O REINF. W/ALUM REINK 3. �AT HEAD/SILL MAX. Q
INCHES INCHES EXT(+) INT.(-) . INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) TYP. SFI�LLDa-
zo 70.0 60.0 70.0 00.0 70.0 80.0 70.0 90.0 J .� A a IL N 00
28 70.0 80.0 70.0 80.0 70.0 80,0 70.0 80.0 ! O W m U
32 80 70.0 80.0 70.0 80.0 70.G 80.0 70.0 80.0 --+ I I L G
36 70,0 80.0 70.0 80.0 70.0 80.0 70.0 80.0
40 70.0 80.0 70.0 80.0 70.0 8010 70.0 80.0 H I V xenry4l
24 70.0 80001
0 90.0 70.0 90.0 70.0 80.0 M
O w
28 70.0 8 .0 80.0 70.0 80.0 70.0 80.0 I I I
32 84 70.0 8 .0 60.0 70.0 80.0 70.0 80.0 -ryL- Jj =-= j \ Q di
36 70.0 80 B0.0 70.0 BO.D 70.0 80.0 II �I I \ a' 0 a
40 70.0 90 90.0 70.0 80.0 70.0 80.0
24 70:0 60 80.0 70.0 80.0 70.0 80.0 \ rM28 70.0 800 solo 70.0 80.0 70.0 80.0 =====n===== ===n-==== I Q w32 90 70.0 800 80.0 70.0 80.0 70.0 80.0 38 70A 800 80,0 70.0 80.0 70.0 80.0SIX.40 70.0 800 6o.0 70.0 80.0 70.0 80.0
24 70.0 75.6 70.0 80.0 70.0 75.8 70.0 80.0 =_ --
=-fCV_____ _try_==
28 70.0 71.2 70.0 80.0 70.096
772 70.0 80.0 -- \---��
32 67.4 67.4 70.0 80.0 67.4 67.4 70.0 6o.0
36 64.1 64.1 70.0 1 75.5 1 64.1 64.1 70.0 80.0
li_-=-- o
\ /
ALUMINUM
2
� 0
STIFFENER
ACTIVE INACTIVE
SURFACE APPLIEDB z = o>3 L
I '0
FALSE MUNTINS OR o = a o N Ti
DECORATIVE GRILL 29 3/4"MAX. I:D
3/4"MAX. 1D U a J m N;2
SIDELITE WIDTH DOOR WIDTH MAY BE USED D.L. OPG, .L. OPG. O
SIDELITE WIDTH
MAX, 36 3/4"MAX, ALUM REINF.
SEE CHART AT LEFT LEAF WIDTH USE AS PER CHART Ln Ln
bbN
NOTE: (OXXO) 88
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART v g g
WILL APPLY TO ENTIRE SYSTEM. v c
N __
c m a o
♦ • • • • • i t • O o
c
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Enqr.JAVAD AHMAO o
CIVILn
RODucT Iu v1sED
FU. N 70592 a
c.A,N.3538 ,coowlyiog Frith the Florida
• ••• • i•• i f suildio8 CoN 8
NOTE: ccap:anc0No��O4+ .0 0 L
• s GLASS CAPACITIES ON THIS SHEET ARE ,LQ\1 Mimi
a
•• • • • • • • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) drOwin9 no.
• •• • •• • • f AND FLORIDA BUILDING COMMISSION adeProduciConIre
••• • ••• • ••• • DECLARATORY STATEMENT DCA05-DEC-219 O
sheet 4 of 12
DESIGN LOAD CAPACITY - PSF 145" u 3
SIDELRES W/SINGLE OR DOUBLE LEAF DOORS W/TRANSON FRAME WIDTH o
)ANCHORS
FOR INSTALLATIONSR OF 9INTO WOOD / / / o
GLASS TYPE 'A'GLASS TYPE 'D' 31 3 8" 71 5 16' 31 3 8"
SIDELITESIDELITE AND THRU WOOD BUCKS ONLY D.L. OPG. D.L. OPG. D.L. OPG. Z
SIDELITE FRAME CLUSTER OF (6)FOR FOR ALL ��..
WIDTH HEIGHT W/3TL. REINF.W/ 5TL. REINF. OTHER INSTALLATIONS 2' -W 4
INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) ALUM REINF. 12" f
�' a
24 70.0 80.0 70.0 80.0 3° MAX. O c cgi
28 70.0 80.0 70.0 80.0 J _ _ TMP' HEAD 0 W m o
F SILL
32 98 70.0 80.0 70.0 80.0
36 70.0 80.0 70.0 80.0 _ 1
40 70.0 aO.0 70.0 80.0 j .ani
24 70.0 80.0 70.0 80.0 O w
za 70.o BOA 70.0 00.0 o; K %%j j M G i%j j %j� 0 a Q-1 cr m g
32 102 70.0 80.0 70.0 80.0
38 70.0 80.0 70.0 80.0
40 70.0 80.0 70.0 80.0 --- - - LL Z N ro
24 70.0 80.0 70.0 80.0 I J-U' M_
I J
28 70.0 80.0 70.0 80.0 / j I \ Q w E
32 108 70.0 60.0 70.0 80.0 II II O
36 70.0 80.0 70.0 1 80.0
40 1 1 70.0 80.0 70.0 1 80.0 _-_IL-
24 70.0 80.0 70.0 60.0 II j
28 70.0 80.0 70.0 80.0
32 114 70.0 80.0 70.0 80.0 g II / Ij I \ g
36 70.0 77.4 70.0 77.4 N -
If J---C--
=_J3=_��_ _---II
24 70.0 73.6 70.0 73.8
28 120 70.0 70.1 70.0 70.1 p�j O LI LI
32 66.8 66.8 88.8 86.8 rn o , , // L;
38 63.9 83.9 83.9 63.9if
II y
1
CHANNEL ,�
v>3' �
/ LIv1d"
v �2 I
II II\\ S'oN=�
I
ACTIVE I INACTIVE
SIDELITE APPLIED
WIDTH DOOR WIDTH FALSE MUNTINS OR \ �d� o 8 8-/
w
DECORATIVE GRILL26 3/4"MAX. 26 3/4" MAX. \ CLUSTER OF �U g
MAY BE USED - O.L. OPG. D.L.OPG. AT SILL ANCHORS
m
STEEL REINF. 38 3/4" MAX. f o
NOTE: USE AS PER CHART LEAF WIDTH
FOR DOORS CAPACITIES SEE SHEET 3. a o FOR SIDELITE CAPACITIES SEE CHART ABOVE. o d f
LOWER VALUES FROM DOOR OR SIDELITE CHART •• ••• • • • • • •• y s 8 w
WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • • s
• • •• • • • • • E'er=
Engr.JAVAD PMAD .0 o_
CmL N
FLA.PE70592 �+
C.A.N. 538PWIDUCTRRVISDD o
• ••• •
0:* • • . e9 atmll in I will the Floddu b'
NOTE: Biolildhagcode �j i
• s • • GLASS CAPACITIES ON THIS SHEET ARE o"o°No�2
•• • • • • • • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) asgluroL o 015 drOwi�n
••• • ••• • ••• • AND FLORIDA BUILDING COMMISSION q_�
DECLARATORY STATEMENT DCA05-DEC-219 6GIDed Product omni
sheet 5 Of 72,
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ANCHORS tBY 2BY W00 UCK V
SEE ELEVATIONS WOOD BUCK OR o
9/16"MIN. FOR SPACING - 1 WOOD STRUCTU METAL O
THROW BOLT e r n °d" ..e. STRUCTURE 3
PENETRATION Z Qn� ZZ
I O P 4
fw
g
• w 0'o o v
•. 19 , � N � a � N � vUai d� m
N
O _ o M
A �'1 } 20 1 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS O y a Q ti
FOR SPA
I I CNG FOR SPACING FOR SPACING
I I
I I �
I 1 Q W o
I 1
ti--r 15 Z
J�M� B
5 O
WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS g
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM m
AND TRANSFER THEM TO THE BUILDING STRUCTURE. o $
o
U n
TYPICAL ANCHORS: SEE ELEV. FOR SPACING m n
1„/4" DIA. TAPCON BY 'ITW' OR (Fu=120 KSI, FY-92 KSI) w
U
o'3
a
1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) v o N
0
mx ! INTO 2BY WOOD BUCKS OR WOOD STRUCTURES cn <<a
�•- oa
= c W 1-3/8" MIN. PENETRATION INTO WOOD o
>FC THRU 1 BY BUCKS INTO CONIC. OR MASONRY dS
W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c M
DIRECTLY INTO CONC. OR MASONRY 9 v
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY O
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")
INTO METAL STRUCTURES s
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o
5 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 6 s
U u
TYPICAL EDGE DISTANCE Oz
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
15 INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
•• ••• • • • • • •• °o g
® fI I 2 EONCRETE Al HPAD OSILP OR JAIMBS•f'c•- 3000 PSI MIN. o a m u
�y ( 20 %90 HOI�QN/Qftli� E:OC:At jAjBS%n = 2000 PSI MIN. DOOR DETAILS �
19 L_ -1_ • • • • • • . • . o L
g =uv
ttALAM •• • • • •• Enyc JAVAD A MAD d e
`y. w .-CIVIL .
FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FIA..PF f 70592 c n
METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. O.A.N.'5636 PRODUCTREVISED $
- - - _ 0 complying with the Florida r�
••• ••• : •:• : •••
T1 Ing Cods 12`011 3.✓QG a 5
WEEPS a . . o a
e • WEE$S: • • • • • fi cepta»ca No
c cTYPICAL ANCHORS •:/l6'i 4 374"JNIEP SEMS At 3.&OM:ACEI END _ `1 'n t szCf2o/S drowing no.
THRWl2"BOLT SEE ELEVATIONS ••• • ••• • 000 • V
n
Miami Dado Product Con!ral
PENETRATION FOR SPACING .. sheet 6 of 12
••• • • • ••• • •
it
1/4" MAX. 1/4" MAX. m�V of
3
SHIM C' D SHIM
1BY 0
METAL WOOD BUCK
STRUCTURE d N
Op " O
20 15 a
TYPICAL SEE ELEV _ TYPICAL ANCHORS C
FOR SPACING SEE ELEV. 0(L't Q d
fp
FOR SPACING 0 all
NID77p
is Q Lz
LL z = n°
EXTA-,
o. 5 .-
1
17 17A
LEAF WIDTH �_
g
FRAME WIDTH
i
o
g 6p
U M
C1
1/4" MAX. m
SHIM z o o ti
cc<
1/4" Max.
SHIM
_ 2BY-00 UCK Z >3 c n
OR o 1 0
OOD S UCTI
Q JVN=�
20 CO
r L5
TYPICAL ANCHORS _
SEE ELEV. , — o g
FOR SPACING
18 us $
D.L.O. TYPICAL ANCHORS • z z°
1 17 17A 6 7 8 FOR PACING
SEE ELEV.
LEAF WIDTH EXTERIOR o„ s
•• • • • • •• " off=
FRAIE IlDlt
•• ••• •• • • • •• i
. Emir:JAVAD AHMAD u
(`ML,
FIA,Pk b 70392 PRODUCT RPVISED a n
caN.'3538 �s complying with tfu Florida •
• • • • • • Building
••
DOOR DETAI {'5°�
• • • • AscopimimNo
8 4 t
• • • • • • • • `1 �,� , 9 „
• • • • • • • v P tD tc
• • • • • • • • �0 13y� drawing no.
• •• • •• • • Mi=ni cPro uct Control W')0. 08
••• ' ••• • ••• • LS
sheet 7 of 12
••• • • • • ••• • •
••• • • • ••• • •
TYPICAL ANCHORS (�
SEE ELEVATIONS II•T��
FOR SPACING
0
OLT-
n
Q "ron
0
O g � aj
a E d'G LL
�N Off,
to 0&<g
QW3g
u.z•=kt
0
O
N
9/16"MIN. g
THROW BOLT
S
t° PENETRATION
1 � �
w
U
1/4" MAX. . Zc
21 READ.AT SHIM HO W U
DOORS ONLY z p
o��oo
w �cc¢� �
>e
21 v 3z
9 I-�-J-- 24 a �Bn�r1
J V N S F
-
O
�I 15 TYPICAL ANCHOR7,�
SEE ELEV
FOR SPACING ,
_ - I D.L.O. g u
FRAME WIDTH d
ua
d
rl c v
o �g�
W •. 00:
•• • • • • • •• ) o 0 0
� • • •• • • • • • yam"
0
Engr:JAV--ARMAD', a •II
CIVIL
N �
FLA.PE j 70592
C.J.N.3536 PRODUCT REVISED
asWmPlyinswith thoFlorida s
•.• • • •• • • •• � • � + � � OI$ drawl
.. ..
By W10-08
.•• . ••• • •.• T�ANSOM DETAILS Miami Dade Product Control
sheet 8 2
• • • • • • • • • •
• •• •• • • • •• ••
TYPICAL ANCHORS
SEE ELEVATIONS o
FOR SPACING o
"o n Z n JI
C zJI'
m Z
W m
a " 0
w mo g O
0 � y a�
'a g X10 X 3/4" FH TEKS O O �•
N AT 10' FROM ENDS M C n
21 1
AND 24"O.C. MAX. V ei
c,.0 8
10 t O°�^�°-�
Q�3� a
d LL3�'-ro
JZO .
awg
10 a
I � o
7
D.L. OPG. D.L. OPG. �
O O DOORS W/O TRANSOM CAN BE o
ai 1/4"MAX.' WITH OR WITHOUT ALUM REINFORCING U
#10 X 3/4" FH TEKS DOORS W/TRANSOM ARE WITH STEEL REINF. ONLY w
HSHIM H AT 10 FROM ENDS N SEE SHEETS 4 AND 5 FOR CAPACITY z `o o vi
o AND 24'•O.C. MAX. mo v>o n
fn Qp
2 W I��rMl
1r t O 31>��
• II � °�mLLN
0
II J�J O n
It Q JOS�
11
TYPICAL ANCHORS
SEE ELEV'. II i
O FOR SPACING J�- w G
O 4 $m
1
D.L. OPG. 4 D.L.O. 4
LEAF WIDTH o n
_ _ m
FRAME WIDTH
m<�
10
21 1 • • •• • • • • • ��
• •• • • • • ••• •
OL
x Epgr:JA •AHMAf)
CIM a 1 0
n CNgL i
A PE ,70592 ro
CAN. 538
FL 'nODUCT REVISED 1p n
s complying witty the Florida
• ••• • ••• • • - 3••:ilding Code I;Z— �, O
a a •• • • • • • • • • V drawing no.
TYPICAL ANCHORS • •• • •• • t3 '
FSEE OR SPACING NS ••• • ••• • ••• SfDELITE DETAILS MiatTtlAadoPf �0"ao1 W 1 Q-08
sheet 9 of 12
0:0
•• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
ITEM/j PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
1 V501 3/DOOR FRAME HEAD/JAMB 6063-T6 - �I
0
2 Y502 1 FRAME SILL 6063-T6 3
3 V503 1 SILL COVER 6053-T6 Z n J
4 V504 AS READ. SIDELITE STILE 6063-T6 - Q
5 V505 2/LEAF TOP AND BOTTOM RAIL 6063-T6 - a
6 V508 1/LEAF HINGE STILE 6063-T6 - Q;,p e v
7 V507 1/LEAF LOCK AND ASTRAGAL STILE 6063-T6 - 0 LJiI m
8 V513 AS READ. INACTIVE ASTRAGAL STILE 6063-T6 O
9 V508 2/ LEAF SWEEP ADAPTER 6063-T6 - 0 er
10 V509 AS READ. SIDELUE ADAPTER 6063-T6 - V M
11 V511 AS READ. GLAZING BEAD - 5/16"GLASS 6063-76 - 0'K j M
11A V517 AS READ. GLAZING BEAD - 7/16"GLASS 6083-T6 - Q n O
12 V512 AS READ. REINFORCING STIFFENER 6083-T6 - O N
12A - AS READ. REINFORCING CHANNEL STEEL 36 KSI Q w 6
13 - 2/LEAF 3/8"THREADED ROD STEEL - LL Z N f
14 - - - - - 1 2
Q w"ig
15 V514 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-1/2"K 1-1/2"X 3/18"
16
17 - 3/LEAF BALL BEARING HINGE ASSEMBLY
17A - 3/ LEAF 3 PIECE HINGE ASSEMBLY
18
19 - AS READ, FIN SEAL PILE WEATHERSTRIPPING
20 V516 AS READ. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5
21 #8 X 1/2" AS READ. GLAZING ADAPTER SCREWS -Si. STEEL PH TEKS,AT 2"FROM ENDS &8"O.C. MAX, o
22 #10 X 2" AS READ. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS V
23 - AS READ. SIDE LITE ADAPTER SCREWS ST. STEEL - o
24 #8-32 X 1/2' 2/ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS
25 - AS READ. 113UMPER SPACER SILICONE - 3 t on
a
26 - - - - nm
LOCKS: HINGES: Z �>3 t
Q I N$
ACTIVE LEAF: OPTION A7: o$M
Q JCN=
OPTION H1: 4-3/4" BALL BEARING HINGES 3 PER LEAF 0
3 POINT LOCK ASSEMBLY BY'SULLIVAN AND ASSOC.' BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL
7/16" X 3"THROW BOLTS AT TOP AND BOTTOM TOP HINGE AT 11"FROM TOP RAIL
ENGAGING FRAME AT HEAD AND SILL CENTER HINGE AT MIDSPAN
THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS HINGES FASTENED WITH #12-24 X 1/2" FH MS
LOCK LOCATED AT 52-3/4" FROM BOTTOM SEALANTS:
LOCK HANDLE AT 49-1/2" FROM BOTTOM OPTION-#2: o r
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH `o_u
7-13/18"THREE PIECE HINGES 3 PER LEAF ffi
oPrloN R2: PTI SILICONE.
BOTTOM HINGE AT 6-3/8" FROM ROTTOM RAIL c
CONVENTIONAL DOOR LOCKSET WITH HANDLE BYa a
TOP HINGE AT 11"FROM TOP RAIL w
'SULLIVAN AND ASSOC.' LOCATED AT 39"FROM w z o
CENTER HINGE AT MIDSPAN
BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON HINGES FASTENED WITH X10-24 X 1/2" FH MS
INTERIOR THROW BOLT LOCK BY'SULLIVAN AND ASS=' 0 0
LOCATED AT 46"FROM BOTTOM ^'
INACTIVE LEAF • •• • • • • ••• • O
CONCEALED FLUSH BOLTS BY'SULIJVAN &ASSOC.' •• ••• •• • • • •• o
MAD JAVAD r: v a c
1/2" X 2"THROW BOLTS ENGAGING FRAME AT Engr: AM r
CIWL
HEAD AND SILL FLA,,PE 7059,2 N M
MANUALLY,OPERATED LEVERS MOUNTED ON -C.A.N. 538PRODUCT
REVISED
INSIDE FACE OF LEAF STILE LOCATED AT • *00 •. ••• • • U complying with the Florida yo A L
10-3/4" FROM TOP AND BOTTOM • • • • • • • ♦ ildo{p Code 17„Or' QZ v „
LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS • • • • • • • ,', Acoepiance Noll • G �-- �
•• • • • • • f e • �Q txpi a
NOTE: LOCKS MUST BE ENGAGED DURING • •• • •• • • • �/5 drawing n
PERIODS OF HURRICANE WARNING. ••• ••• ••• By W O-O8
Miami DabProduct Control
sheet 10 of�2
• •• •• • • • •• ••
Iy-4,000 4688 �4uu
I .078 . 0l
o
i1P. S�
I %
.626 I o 0 0 0 r
1.500 0 .I- o w W gI
ji
2.125 1.750 .076 I o o Q g
o N a o
NP. Ili 0 3-1/2" 4-3/4,. O 0 ro o
4.000
f-2.018 oo o o ��
1 FRAME HEAD/JAMB 6 HINGE STILE 2 0 o
a0. s
I�-1.750�I 5.313 X12-24 X 1/2" FH MS 0 a a a o~p
I CRS TYPE 23 y m
078 X10-24 X 1/2"FH MS
TMp• CRS TYPE 23 Q w 3
�Z Lo
.626 17 17
Jam
4.000
1.984 t'�5o 3 PIECE HINGE BALL BEARING HINGE Q ZO
3.500 4,686
078 � 1.210 _ n
NP. 4.000
ce
25
IYP. N
6 INACTIVE ASTRAGAL STILE
.626 3.532 3.782 F
I�-4.000 - {rzrzrz�
5 TOP & BOTTOM RAIL I w
.626 z ood
1,500 1.750079 1.984 12 S li�a n
�1.
YP. > n
.060 0 .1>
.094 1.000 Z v>3,C
33886
1 L
5.313
� ao�no
¢
1.606 svcnv=�
7 LOCK/ASTRAGAL STILE
9 SWEEP ADAPTER 2so
2.200 3.720
�1.134� oQ�€
2.251 0 Y�
082 .485 I u
�• IL_ q,17s 1 STIFFENERS
t.oto
1.164 078 560
NP. 0 •a a ry
3 SILL COVER
719 • ••• • • • • • s• •5 S�=
2.163- 1.575 • • • • • • • 0
11 .640 •• • • • • ••• •
4 SIDELITE STILE • • • • • s • • • o
.501 GLAZING BEAD /16•SASS • • • s •• �"v`'JAcL d o
.088 1.660 1.133 FLA.PE$70592, a
C.A.N.,3539
.563 I-�.498 _ as?RODU
-¢- I ••• • ••• • • as complying wd(b tL¢I7mldo �
078 ,062 .109 • s • • • t;uilding Cole ��fj /�
I7 .814 OSII • • t • • .�eceptanec No '••`L/���•Q
II� • • • • • • • • �� � drawing no.
4,000 1.313 f� 11A g • • •• • • •
o ••• i" • • • ••• • }3y - W1�-�s
2 FRAME SILL 10 SIDELITE ADAPTER GLAZING BEAD - 5/16 GLASS Ahivui!fade pr¢dOct:omro
sheet 1 7 of�2
• •• •• • • • •• ••
••• • • • ••• • •
22 4,V
0
Z m
3
m ZJJ
� 0
Q N 0
Ir o6 0
J
��yy xQv
i ® 0t a
0
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0
Qw�f k
O
13
g a
J �
I
m
O
O
G
UXX
Q LL
U
r�
O m
Z O O W
O WS$M�
y M
22
ull
�>-9
� os�
13
EC d
•• ••• •• ! • • •• Enyr.JAVAD HMO d •u
CML
FIA. _;538
A4 J538
- c n
- 70592
C. . •i20DUCT REVISUD
• •t• • •t! • • .cwnplying with t1+Fl�t `
:w1an.coda
•t•t••••• •• • •••••• ••• • •••• ••• -i1V1 O``Y'' 2� ;M�d�nllo
No
•!
dty
BY
Arya,qw{iQpg% Po
iami sheet-12-f 12
• • • • • • • • • •
• •• •• • • • •• ••
L