WINDOWS/DOORSDate ( )
Type Insp'n
Permit No.
Name
Approved
Correction
Re-Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
21
(,U iNPO
oq -(()(
Address - NIP, F. 9 3 3 1-
Company b 4/ 6 3 57
Phone # �--77
Inspection Date (.01ZL
'CI'vouc }n eck
•
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building ) Electrical Plumbin Mechanical Roofing
� . I Ulric -- �. Cdr
Owner's Name (Fee Simple Titleholder) �6ki P
Owner's Address 1 1 ?jr- or 9 S-4-
Ci /( 4t cl(ICNP s_ State FL_
Tenant/Lessee Name P Phone #
Job Address (where the work is being done) 1 ( fl a 9 I
City Miami Shores Village County Miami -Dade Zip ?j) g
Is Building Historically Designated YES NO 1/
Contractor's Company Name 11.--e i C Phone # 5 c) s 9 / "-d"9 1
Contractor's Address t,j- (), S t- SC C. Q- � IR 1 I i .
City 7 1 - 1 n17 (02. flick. State � F� Zip
Qualifier
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit c - I / (T ti O Square Footage Of Work:
Type of Work:
Describe Work:
(Ai
.s 3 IS
Submittal Fee./..5
ee,$. D, 0 ° Permit Fee $
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
- wilding Department
'1_0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Addition ❑Alteration
1a0-- otD knjh>
Ce
* * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * * * * * ** * * * * * * * * * * **
Radon $
/0
e o
Zoning
Permit NI:o PO l k1 ,t
Master Permit No.
Zip
j gNew fir'! Repair/Replace ❑ Demolition
L n C()_ ter, Fit - b D � € .� (
CCF $ o 9-0 CO /CC
Technology Fee $ g
Notary $ 5 ' Training/Education Fee $
Scanning $
Code Enforcement $ Structural Plan Review. $
Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
� C1
Mortgage Lender's Name (if applicable) C 11 �l � L ( (r a—vl
Mortga e Lender's Address 0 - eat..
City `1/1 nN042, State /11) Zip �t'�'� - O ( v ,
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
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 anspection fee will be charged.
Signatur
A (
r
Owner or Agent
The foreg strument was . , . owl dg- s befor me this 1 0
day o €x , 209, by — .Ns ► ..
who is personally known to me who has produced /Z) b L
P31541 C tS - DAs identification and who did take an oath.
My Commission Expires "ko 1
Chc 12/15/03
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 _, by
who is personally known to me or who has produced
as identification and who did take an oath.
N• ARY P :LIC: NOTARY PUBLIC:
Si = V • .i ► _ _ Sign:
t:
i Y . Print:
My Commission Expires:
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
FEB 2 3 2004
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
By
Proof of ownership provided ( )
Was acknowledged before me this
Produced
VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
OWNER BUILDER DISCLOSURE STATEMENT
I 14) A-1;1 If //V0 being the legal property owner, for the property
Located at: 1 /7 '
Legally described as .
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure
Statement, which entitles me td aliork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
DISCLOSURE STATEMENT
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two- family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
G
initial of reviewing clerk. The foregoing instrument
day o
who is personally known to me or who has
S - 0 as identification and who did take an oath.
of
Angela M Becket
Miy Commission DD150048
A ct
RP'" Ettgirea November 15, 2006
'Miami Shores Village
• Building Department
I'. .41 VOW
a 4 JAN. 4441 6,42
4
14 4, • .11.!
PerniIt
• :•Job
BUILDING CRITIQUE SHEE
• 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel:(305) 7952204
Fax: (305 56.8972
jO
[ SUMMARY
Living Area
First Floor
AVINA
SKETCH ADDENDUM
File No.
JW 93 ST
iRES County DADE State FL Zip Code 33138
'OW GUARANTEE MTG.
SQ FT AREA PERIMETER
2367 241
AREA CALCULATION`D
First Floor
28.0 X 17.0 = 4780
37.0 X 1.0 = 37.0
48.0 X 5.0 = 240.0
37.0 X 13.0 = 481.0
40.0 X 2.0 = 80.0
41.0 X 4.0 = 164.0
40.0 X 2.0 = 80.0
37.0 X 15.0 = 555.0
24.5 X 3.0 = 73.5
23.0 X 2.0 = 46.0
20.5 X 1.0 = 20.5
19.0 X 6.0 = 114.0
Total 2367.0
31:
0003091
•
i
v
li
tr
$3
".S
•
Tom: y'
RA 01 vS ��//
C. Cau.r lea a . `a GC
' 5' if-\ e Y
1(
e
4
,c (S
5675
9As'
PLAN OF SURVEY
1 STORY G• pg.
r 112 N 95"ST.
1"1. nom 5 N ars, FL .
33138
8.zs'
o
•
Io A �-r
g
`2 Y2`
S 3SQ= ,
•
a4.56'
zsoo'
e_Ws19
M
•
Qe
L3S93
bet 7
ee
C 55�
3
■
-J. %Q j LFj
SCALE I
k-
5
4
4 '
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
TRACO Security Windows & Doors, Inc.
5100 NW 72 Ave.
Miami, FL 33166
SCOPE;
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by
BCCO 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 South Florida Building
Code, 1994 Edition for Miami -Dade County or Florida Building Code.
DESCRIPTION: Aluminum Tube Mullion (No Reinforcement)
APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions,"
prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product
Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: Large Missile.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement; "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 99 - 0104.02 and consists of this page I as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez.
8K -f1 e2/tea KRPIPAQcoIs
1111A M1 -DA;•E COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No 01- 1218.01
Expiration Date: January 2, 2007
Approval Date: January 2002
Page 1
x T TWW nnWST_r.inu.1 _nr Ira
Binnings Pao American
2
81i£ -Cl 0Z /30d l7OL -Z KRGIPgQQ1;19
ACCEPTANCE No.: 01- 1214,04
APPROVED: Februarz7, 2002
EXPIRES: February 1
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews Notice of Acceptance (NOA) No. 00 - 0501.16, which was issued on June 29, 2000, It
renews the approval of a structural clipped mullion system, as described in Section 2 of this NOA,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The PA-8 (1" x) Aluminum Mullion with Steel Reinforcement and its components shall be
constructed in strict compliance with the following document: Drawing No PA2 DET.DXF, Sheets
1 through 5 of 5, titled "Mullion," prepared by manufacturer, dated 01/10/96, revised on 12/10/01,
signed and sealed by William M. Myers., P.E., bearing the Miami -Dade County Product Control
renewal stamp with the NOA number and expiration date by the Miami -Dade County Product
Control Division. This document shall hereinafter be referred to as the approved drawings.
3. LIIVIITATIONS
3.1 This approval applies only to structural mullions to be installed vertically or horizontally, used with
windows with a current Notice of Acceptance and installed as shown in approved drawings
4. INSTALLATION
4.1 The structural clipped mullion system and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
Raul Rodriguez, Chief
Product Control Division
I T TS.Tn'1UC nnwuT_r.1nuJ rF, rr err nr -?r.
4000
6000
STEP 1
511:E_2
a
sTE23
SIEP12
TYPSAL
MI60GW FRAYS
INSTRUCTIONS.
USE CNVIRTS oAD GRAPHS AS FOLL0703.
CETFI0Y3E CELGN LOAD REOLURW Fen ASCE 7
rOR PART10iLPR OFD4110.
USE METE OCL1 17 APPKA31D CLAIM PROOIIL:IS 141111116
MOUE LOAD AEOIAREYEMIS.
ROE CONNECDON W NLSLOM AS PER FRIDCUCT
APPRCARL
SPECIFY NAYONN !NM !ARCHLY..
USING GRAMS ON SHEET 7 SELECT MIJWCN .SIZE was
DESON RATWG MORE THAN DE5011 LOW SPECIFIED
W SUP f AEQut
USYIO ANYSICR TOES CN S•ELT 3. MO ANCP93R GRAPF6
ON :MEET 1. SELECT 313CH311 TYPE *Inc C4S3GN RADNG
MORE IM1SW THE OESICN 10*06 SP cFFD W SEEP F nOC36.
GN1NG room=
1 TI 1 11/b
ALLW 1UEE
AC
_
MOti -r
;1
ram +COD
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VFRTICAL
sEE AMER OR ODOR APPROVAL MR FASTENERS ROES AND SPACING
1 1 3 6 1/16 11 1/31
u0M TUBE
1 X •I I/16 X3/32
ALM IUEE
CEO, AL F.LWOt.N roam
smUCTORES
M PC 14457
DEC 1 2 1DD1
RECTANGULAR ALUAAINUM TURF MULLIONS
USING MW I ION PROPFRTIFS ONI Y
1Wg5:
1. ALL CLAIM FROOCLIS U6E6 MRR THESE WIWOYS MUST
1 TPE OPFUCAME EPEE =WY REOUIflEUENMS
OE. AVID LOUR AR it AMER TNFL1>ALYN. FORCED E/MRY
*ES6TA1&E. SAFEGUARDS SIC.
2 PAC/10.4 CIO0TR1EM TD WEE WTE A SHALL BE BEYOND
WALL f0KRMC (ROUOCO. TLE ETC)
3. RV CA3CRION4 MOT CWEREO 11 THIS SUB.6RAL 133331 LT
10 SEPARATE ENCNTERNC MIEN.
4. RU. MOIIXONS W RE ALLOY 0063 -17.
PRODUCT RENEWED
AccarTA31 l 01-
OOIBIA3IIIN 00
2 1 007
PRODFICTCOMT*OL WYISIWN
11311=6 CNTOE CULIPIIANCE ILR'ICP.
1111
111
II
1517Iu
1
I
4 1
z
O
� b
2
CO
3-
3
7
Z
b.
a 0 §
a
.R
L4'Q0II19 n0.
M95 -08A•
hheet 1 oT 3
5
d A
a MULLION L8o0 WART
RBENEWhimmm
■i■ ■■■•■/ //■
MOMMEMMMEMa■11
■■\i■■■.■■■i■
■■■UM■■■■■■■
■ilM/■i / ■■■
■sssssaarus■
U /i■MINI■■■■■
l\■■■i\M■■■ ■/
\!r■■remmNri
■1,■■■■„■EM■■
7►\ * ■■ ■■ \■/!■
1,\531MAMMr MEN
11■0■111M■0M■
■EIMM ■t /0IN`_
MII MMOMaiVE■
KAOM■OM■u■■
IR,LLIOH LORD (WART
�.�. 7
■M1• \1 /■■L===
IIIMMMUMEMMEMMP
■\1\1■M■■ /■■►!!M
RWINO ■■ ■■■■OM
mumilimmummilmx
1 \/1\►\ ■ommil■i
KIMMAUSIAMMEMME
mnimommommumm
► IMMIV,■\ /■\■■ /■
RIDIMMOMMPAMMEM
■ / ►1■S\ /+1■ /\■■
■mommrrrimmiii
!■iMOMM\Mi /■■►
►\M■\■■\M!\■■
wilmmommmwmilma
MOMMOOMMOOM
APMEMMEWMIRMWO
MMOMMOIONSEMEM
-4
MULLION LIMO CHART
KEOWNeumwm
\Il'il\t11■■► rium■
RIBMWMUMMKUMEM
i91i M ■ ■!►f!le IP M V W ■
1\►\ \!s► mmarmum
maIMMUUMMIMMUM
■`IM/►Ii► MERMEW■
■UWAUM /■\ /Mi/
7■I WMWM\`?3■\■■■
NWWNSURRIMINUM
WRMWiO■Oir■Kr
IIMMIIMERWUMERM
■►ummwa: ass■
■\fl■\■■\■if/
■■mmmalumlm►u■
■r■r / /g �
r 1• il
■■■/i■Mmim>:
ILINUMILIKERMIIIPM
1111111notamm. MOW II
. /11\MO111■\01111.111M\■
IIIIIMINEssramaism
MIMMODOMMEMIS
MEMEMANAMMid
i!! ■!\RlV!
!!!!!!! \i`A�\
. ■!!...Rain.
1
F G
f !
ratios( 2 of 3
28 10 69 51 EB 70 40
TRIBUTARY YIDTK - IAC11C3
TRI8UTARY WIDTH w1
t
RIMMOMMEMMEMEM
UMEMSEMMEMMEM
mnissmummillimm
WMUMAKOMMEMEM
UKAMMIIMMEMMEM
mmimmilmommum
MWMMINIMMOMMEM
alimmummmommim
MIUMMINEMMOMM
mwmumnimmumoss
MENOMWOMMEMMW
mmemicummumm
Momommammium
WIMMOMOMMSMEM
WKWWMOIRWMEISME
WablEMEMSMEMES
a a ....n na[
114 12 e0 5.0 LO 11 00
iRLlLLTAR VITbl - TICYCI
20
IRiLLIC11 LOAD WART
TYPICAL MULLION ARRANGFEAFNTS
ANCHOR LOAD CHART
N
5.
2
0
ANCRDk.X VP A
rrer -a.a
11111BI■■-!
1. ■ � ■ ■ �.aaaal O Aaaa� �
■■sm
li
M%
� M■■
MEM
NMI
� MIN
l NEN
9Q 40 50 ail 70 ea
TRIBUTARY MOTH - INCHES
28 29 40 Cl/ L8 99 Oi
TRIEUrAOT WIDTH - Ircr[o
8
2
FICIFLINCRQRS DESCRIPTION SFF SHFR 3 nF 3.
1'
$a
Jm
nr
•
0
ANCHOR LOAD CHART
MULLION LOAD MART
r , ■
J l`zri►^i
■inlil\■\■ ■l\■■
mummilimmmumm
limmummummum
UMAIWIRMVIIMOMMO
MNDIM.M■1M/i\■■
\I■\1■m■\■■\'m■
WIMIi7■ /\\■■ \`a
■MMOM \■■■N/■M
■,1 MMUO,■■"■■
OWNOMMIWIMMWME
RIMMERMEWMINIMM
mmiamr\ri\rrmi
■M■\■■M■■►■■■
MMPINO■■,. ■,R■
Mi■■\`■ ■/\mo■o
/ \`a■\ /■■\Oi■
`.i\ ■\\ IMM\■■■
E1 3E 40 64 64 7e
TRIBUTARY 11IDTH - INCHES
ANCROS0 TYPE D
20 78 40 50 DD 7m 90
TRIBUTARY WIDTH - LNCHES
Eeq: C* 1 U ; F44-0G
AA PE 16357
DEC 1 2 7001
t7
fV
l
to
80
\
20 39 6Q 50 6e 7 Be
TRIBUTARY 12D114 - MRCS
ANCI -XIR LOA] CHART
20 24 40 68 613 70 90
TNTBUTPRY WIDTH - INC)1ES
PRODUCT RENEWED
ACLE? NCET . o112!1•
E161 xnaN D TIC Z., 1:5
coma motor
Bl c�
PEGS] CAM.
SILL
/ 11 S.LS.
/1NCLE
V111 Du UPCON
1 i/a YIN. EYeED
1/ IWGLE
ANCHORS TYPE '8' ANCHORS TYPE 'C'
— 1.111 -1
MUI I ION CI IP (ALT. W AsC 5)
THS C[.P TO fLCAT :N9EE NYLL.04
(NO SCE FASTENERS MECO.)
4 eOLRTOOMRULDJv1BECRI
auar0NsooOBCOIeLlAl1CBC ➢7i'!
WOOD BUCKS NOT BY TRACO SECURITY
MUST SUSTAIN LOADS IMPOSED.
M1AMt•DADE
BUILDING CODE COMPLIANCE OFFICE (DCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Traco Windows & Doors, Inc.
71 Progress Avenue
Cranberry Township, PA 16166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the. Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the A}IJ (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. 130RA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material foils to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "Doral 3" Outswing Aluminum Patio Door
APPROVAL DOCUMENT: Drawing No. 03 - 0867 - 113, titled "Series Doral 3 Outswing Patio Door", prepared
by Frank Bennardo, P.E., sheets 1 through 5 of 5, dated 9/15/03 with revision on 9/24/03, signed and sealed by
Frank Bennardo, P.1:., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent Zabel with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 01- 1)910.05, and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.E.
03/ELd POI -,L KR0P.Rgg09
M1AM11- 1)AD1. COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33t30 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No 03- 0917.01
Expiration Date: September 14, 2006
Approval Date; October 16, 2003
Page 1
VTTf- Tf111' n1HS- TT- r.ln$.Ta CF,'rr _nr_7r,
Traco Windows & Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 03 - 0867413, titled "Series Doral 3 Outswing Aluminum Patio
Door", prepared by Frank Bennardo, P.E., sheets 1 through 5 of 5, dated 9/15/03
with revision on 9/24/03, signed and sealed by Frank Bennardo, P.E.
11 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) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of a patio door, prepared
by Hurricane Test Laboratory, Inc., Test Report No, HTL 0021- 0502 -03 dated
4/28- 6/19/03, signed and sealed by Vinu l.Abraham, P.E.
C. CALCULATIONS
1. Anchor Calculations and ASTM E -1300, prepared by manufacturer, dated
9/15/03, signed and sealed by Frank Bennardo, P.E.
D. QUALITY ASSURANCE
1. Miami - Dade County Building Code Compliance Office.
E. STATEMENTS
1. Statement letter of no financial interest, dated 9/15/03, signed and sealed by Frank
Bennardo,
Statement letter of conformance, dated 9/15/03, signed and sealed by Frank
Bennardo, P.E.
3. Laboratory compliance letter for Hurricane Test Laboratory, Inc., Test Report No.
1ITI- 0021- 0502 -03 dated 4/28- 6/19/03, signed and sealed by Vinu Abraham, P,E.
G. OTHER
1. Letter from the consultant stating that the product is in compliance with Florida
Building Code (FBC).
017. /T7tr1 fii01T. —.T.
E -1
Theodore Berman, P.E.
Deputy Director, .Product Control Division
NOA No 03.0917.01
Expiration Date: September 14, 2006
Approval Date: October 16, 2003
KROUgg01F d.T.TNf1n7c fl'1HN.T.- G1nN : TT fiiOl . -QT -701
• r.
r-I
TYPICAL
ANCHOR -
CLUSTER OF t5a 12 5M6 GR 3..'4
T.PCCT15.. OR CLUSTER OF t 4) 43'
TAPCGNS AT THESE LOGAN:145 ONLN
(3' MN SPACING EETLL£EN CLUSTER
AIQCWGR9d Tl'P TOP t BOTTOM.
11
SIDET.ITE PANEL .EL URDTH
C3Ti' t1AX)
(‘
3,16• TEMP
GLASS
8 GLAZING DETAIL
} LEAF OR SIDIELITE -• - - --
(TYPICAL FOR 3116' TEMP. GLAZING)
•\ 5616'
ADI1E5TVE
BEDC1 G GL4ZINC1 NOTES:
CCMPCIAID - "
NON-IMPACT OUT:MING DOOR, WITH %OBLA ll'ES
OVERALL FRAME LL1OTH
T144" M4k)
WIDTH \ \_LEAF PANEL tTI D1H
MAX -- .
y
3WK• TEMP
GLAZPIG
(TIP/
Al EXTERIOR ELEVATION
� AS SHOWN, OR OXX, 3010, OXO,
XO, OX, re XX CONFIG OOLT & )
ALL INSTALLATION -SCREWS FRa r1E N
PANEL CORNER WA SEALED UOTH
ALLYI- OR CLEAR - COLORED SEALANT
IFCR USE 111114 146• TEMP CoLAE81
ELRFACE-
APPLIED
MINTING /
f OPTICNAL 1
51DELITE PANEL MOTH
(36• M4%t)
IM96°n
;/_ ..l_..I
1 -
3 314 71AX
3' MAX -
,p1 bL7 � �
P IF • ti '�.
GENERAL NOTES:
L T14E SWING DOOR SYSTEM DESCRIBED 1£REIN HAS BEEN
DEBGNED AND TESTED IN CCETFLIN10E WNW THE FLORIDA eUILDITIG
CODE MO( HIGH VELOCITY HURRICANE ZONES. AND 71.31'11 -DACE
CO1NTY PROTOCOLS TAS 7011 202 t 203.
2. 4 33 -I/31. INCRE45E IN ALLOWABLE STRESS 14A5 BEEN USED 1.4
T14E DESIGN CF T3115 DOOR SYSTEM
•
POSITIVE AND NEGATIVE DESIGN F-RESfiIIREB C4LOILATEO FOR
6• H1Uc USE Aunt 11 5 DOCR SYSTEM 544ALL BE DE TET411NED BT 0114045 Q4
A J00- EPECIFIC BASIS 1 ACCORDANCE EITH THE GCNER$TE
CODE. US-EN ASCE 1 -56 15 GEED TO DETERMINE DESIGN PRESSURES
d DIRECTICNALITT FACTOR Kd N TS REQ11I4 D.
4. THE DOOR SYSTEM DETAILED HERON HAS BEEN TESTED PER
MIAMI -DADE COUNTY PROTOCOLS TA5 -2.01 TAS -•_ .1. 1 TAS .293 AS
REFERENCED IN TEST REPORTS 94 -532 f..Y MIAMI TESTING
LABORATORY tt1TL/ t .0021- 0502-03 BT M•URRICANE TEST
LAOCR.AIORT (141L1.
5. THE DOOR 5151ETI DETAILED I£RE1N T5 GENERIC ANT) OCES
NOT PROVIDE PIFCN4M4f1ON FOR A SPECIFIC SITE- FOR SITE
CCND)TIOi15 DIFFERENT FR 4 THE CONDITICt>5 DETAILED MEREIH 4
LICENSED ENGINEER CR REGISTERED .ARCHITECT SHALL PREPARE
517E SPECIFIC DOC1J'aNTS FOR NICE IN CCNAPNCTf011 WITH THIS
0OC1i EMIT.
5. PERMIT HOLDER 514ALL VERIFY TIE ADEQUACY OF THE
F7(15TI/45. STRUCTI.RE TO WITHSTAND SUFERTIFLL D L0405. 3.GILID
t31YX.5 (NOT BY T1ACO) SHALL BE At. .NOFfED FIROPERLY TO
TRANSFER LOADS TO THE ExISTING STRACTLP .
1. DOCK PANELS GLAZED WITH 3116.• TEMPERED GLASS ARE NOT
IMPACT F:ESLSTATNT AND SHALL HE PLROTECTED 114TH MIAMI -DAOE
COWTY AFFIaOIED IMPACT RE51514NT SHUTTERS FOR ALL
W5T4LTAT)ONS.
6 ALL STEEL N CONTACT WITH ALUI•YTLT1 SHALL 8E PANTED OR
PLATED
TABLE 10
DOORS WITH SIDELITES
DPSIGN LOAD CAPACITY - PSF
SINGLE PANEL POSITIVE
DIMENSIONS
PANEL FRAME WII /:t11WATFa W111411EW 1F.U
WIDTH UMW IWL.T8. NOT17Q10 ORFILA. atm.
6• -8'
S'-0'
120
68.5
62.9
51.1 --
54 8
•
50.0
500
500
5
5 0
50.0
50.0
NEG
-699
•66.°.
- 610
-56.1
:53.2
--785
ig81,c ,
I. PANEL WIDTH -r DENOTES MAX PANEL Wit) 111 (LEAF PANEL
DON OR SICELITE PANEL 8.10111) FOR F.4.0.1 OPEHF , IN HOST
6 F445 TLIRE.
! aIATER INFILTRATION RECLIREMENTS 4PPL1 1O-ENE I4OCF
C/- /ERHAYa 15 LESS THAN W.41.L HEIGHT AT D2GT4 LCCATIC4
SEP 2 4 ?dtI3
SHEET:
2 CF
CLUSTER CF (5) U &IS OR 346'
TSPCON9, OR CLUSTER CF IA) IAA
/APCCNS AT THESE LOCATIONS CIILT'
(3' rust _PACING BETIEEH CLUSTER
AF064O05). TTP TCP a BOTTOFI. -\..
TYPICAL
eNCHOR -
/
/
C
lrl6' TET1P
GLAZING
\ SURFACE -
3PFL IEO
\ NIYJTIMS
tf: TiONAL
rtAX
- - -- -- -- - FRAME ILIDTH
NOM-IMPACT OUTSWING DOOR, NO s11)E,L1'1'Es
CQICEALEP FLHEH p.CLT
BOTTOM CF BJACTIYE LEAF
- •
% 1
- 1
EXTERIOR ELEVATION
C ) EL AS SHOWN
6'M.x mei
/
r
3 3tJ•MAx-
— OL CPC: .. -. _7
.. - -- LEAF IIDTH - - --
TAB LE ®
DOORS ONLY (NO SIDELITES)
DCS LG'IV WAD CAPACITY - PSI;
2' -8' 6' -9' T8.3 10.0 -
3• 1 6.9.6 6 - 696
2 -6' 1 _696 696 -696
T -8' e'-0' 652 652 -b52
3 ' - 0' . 580 _. .._... 580 -sae
NF..G
l'ANE1 MAME W I I P R EW 40 7 Y 0 . WNFAEWATER
SINGLE PANEL POSITIVE
DIMENSIONS
P D x
r''(
F! )- _
LeALg_1.1FES.
L PANEL 11IIDTH' DENOTES MAX PANEL UEDT14
ILEA. P:41E1. 7716TH CR SIDEL1TE PANEL MDDP FCR
EACH OPENING IM HOST STRUCTURE.
{ WATER INFILTRATION IFEOIIIREr lTS AFFLY
HERE ROOF OvER14ANG IS LESS TRAM WALL I -EIGHT
AT DOOR LOCATION
3rI6' TEF'P
/-
GLASS
AOFESIYE
BEDDWG
CCtWO1,AO
\ r 5116' TYP.
1
�t
ES:
(E ). (rF\J GLAZING D ETAIL
' ` - LEAF OR SIOEL$TE
(TYPICAL FOR 3$46' TEMP. GLAZING)
L
ALL INSTALLATION. _'CREWS FRAYS t
PANEL CORNER SEAt15 SEALED LITI4
ALUM - C( CLEAR- COLORED SEALANT
(FOR 1:SE WIT.( 3n6• TEMP GLASS1.
TESTED 61.IE . l2• - --
L. OPG. • -
FRAME u1D iH
EXTERIOR ELEVATION
� As sno'NN @NT$.
D
3 304'
MAX
foossiblosolluhrliolls
Bldg Orb
ihmagama
3'
MAX
G+ -Tent �3t .viLs
owe.. c..bT
-T
-1
1
_ V4' MAX
51411
PERM. SEAL
eV O'114ERS _.
SEE ANCHOR
NOTES FOR
ANCHOR TYPES
AND Et
SEE ELE'1ATIONS
FCR LOCATIONS
AND SPACING
1
EMBED
(2 )
IA
C.
EXISTING STRUCTURE
(OPTIONAL be OR 2x
WOOD 6YCK NOT SHOLN'
114' 51-13 MAX.
el INSTALLER
SEE ANCHOR NOTES FOR
ARCHCR TTrES AND
EMBED/TENT. SEE ELEv.ATIONS
FOR LOCATIONS AND SPACNG.
ACTIVE
LEAF
sr\ � . _ -)
- -FIELD APPLIED SEAL
i-• ._ .
/ EL '7LiED / / J` �'•- EXI9TINT
/ - r 1 / STRUCTURE
i
l SECTION OF RESIDENTIAL DO
HALF SCALE
EY.. TE RfOR
NOTE:
EXTERIOR AND INTERIOR
FINISHES. BREAK TIETALS
MD R-ASHING BY OFFERS.
FLLEHBOLT ACTNATION
LEVER ON 114910E TOP
At:D P.OTTO -r AT ACTIVE
PANEL
("IA _ ASTRAGAL DETAIL
` HALF SCALE
ANC}- NOTE5.
INACTIVE
LEAF
FRAME WIDTH
---- _..... maloNRY GfEPCN(
1 ..._ OB.P22/2- TElCndIW:
92 SM. 3116' TAPCCNS CR 114' T4F'CON9 (ITW opt ELCO)
IIATH 1-,. 111N(m1N1 EMBEC4IENT.
TQ.6 _ L<R.GA?RIn-E11.>FQ 1I1.f?F
sOLVIE+CTLT OR TIIRU I. OR 5 11.CIOO 9UCICJ
3/16' OR N4' TAPGONG i INA OR ELCO) TYT14 Ilq' MNO'13•1
EII5ECL"EDLT TO CALK OR GROUT- FILLED BLOCK
SEE ANCI1OR
NOTES FOR
ANCHOR TYPES
AND EMBEDMENT.
SEE ELEVATIONS
FOR LOCATIONS
AND SPACING.
C7
(IS
EXISTING STRUCTURE
(OPTIONAL In OR 2x
W00D HULK NOT SWOUT01
EXTERIOR
U4' MAX
6411, BY
INSTALLER -
-
PERIM. SEAL
EY OTHER5
Maks
DOOR JAMB DETAIL
HALF SCALE
t ANCHORS SHALL BE INSTALLED IN ACOcROLOCE IUT7t PLMRF ACTLRER'S RE'CCTTVEPDATIONS
2. ANCHOR EhBECTIENT SHALL BE INTO SASE MATERIAL, E)CCLLIO NG S1UCCO cAR OTHER WALL FINISH
3. BASE MATERLAL SHALL BE WOOD (G .0.55 OR GREATER SPECIFIC GRAVITY), GROUT -FILLED 6LOCK IMBI
N ov0 PIc CGPPFE56IVE STRENGTH FOR GROUT ) OR CONCRETE 0124 3000 P511.
A. SEE EXTERIOR ELEVATIONS FCR 5INCI4OR LOCATIONS AND SPACING,
9. ENSURE MNT13 OF »1 EDGE DISTANCE FOR ALL ANCHORS INTO c.4Fe0UT - FILLED
BLOCK OR CONCRETE_ MD MNIrl21 OF {ti• EDGE DISTANCE FOR ALL UOCCI ANCHORS
6. Al I.iOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS. f�OUCT■ i
i
SEP Z 4 200)
ti 1sa1.mA
0
0
O'
1n<
0
E
TlYINCNS
GEdLRIPr. IOry . IN1:iF
rC ICU. r.Y !.WlW
' ES f@l..
°NEST:
ct 15
9
I
V
9
I14 flax
r SHM
PERIPI ° �L
19T OTHERS -
77/ E �O
/ �
l
(15j
IO
SECTION OF SE IT
L E
\.. HALF SCALE
EXISTING STRIICTI4TE
(CPTIGNAL Ix 01, :x
WOG() PUCK NO( EHOIN)
114' SHIM MAX
BY NSTALLER
SEE ANCHOR NOTES
R T
FCR ANCI+OTPE8
AND EM D
BEMENT.
`EE ELEVATIONS
FOR LOCATIONS
AND SPACINY:
SEE ANCHOR MOTES FOR
N
A T'PE4 AND
ENEEcU TENT ZEE ELEVATOMS
FCR LOCATioN AND SPAGItYa
0
I _ .
_ ... 1 r. 1
J (` I I it if-__..
/ . -- EXISTING
5TRa7CTURE
EXTERIOR d 4D DTTERIOR FMB-ES.
BREAK METALS AND FLASH**
OT OTHERS.
EXISTING STRUCTURE
(OPT ICNAL Ix OR ?x
Uw+OD VICK NOT SHOWN) -
(5
ACTIVE OR
INACTIVE LEA
ie)
C
EXTERIOR
�'--'
LEAF FRAME WIDAi - ------ - --^.
�_.._ -.
MASONRY OPENNG -
SEE ANCHOR NOTES FOR
ANCHOR TYPES CND
EY.6ECIIEt7T. ITEE. ELEVATIONS
FOR LOCATIONS AND SPACING.
APPLY STRUCTURAL S)LICONE
TO eoTH LEGS PRIOR TO
� �� SNAEPVBG MULLION PART5
� 1 TOGETHER_
( (5F- R1) 4 LONG AT EACH —
INSTALLATION FASTENER -
SroEL ITE t
EXTERIOR
--- --- - -- SICELI TE FRAI T17DTT I
14 MAx
SHIM, 6Y
NSTALLER -•
PERIM SEAL
BY DTI -ER5
( SECTION OF DOOR JAMB & SIDELITE
HALF SCALE
EMBED'
/
/
r 114 - MAX
SHIM
ANCHOR NOTES:
.ANCH0/1/5 /HALL 8E NSTALLEO IN ACCORDANCE WITH MANUFACTURER'S REGOPTIENDATIONS
J. ANCHOR EFIBECPENT ,SHALL BE .1WTO BASE HATEFUL. ET(CLUDUG STUCCO CR OTUF.R HALL FIH 5H
FA4E )IATERIAL HALL RE WOCO CG •OS5 OR GREA TER 5PEC.FIC GRA%TTI•). GIaGUT - F IL OD LED BLO FMUt
)000 pat COMPRESS/YE 5TREFY.TN FCR GROUT ). OR CONCRETE MIN woo P5U.
4.. 5EE EXTERIOR ELEvATt1-15 FOR 4* 1408 LOCATSCS5 AND SPACING.
S. ENSURE MUIIM1 CF :4i EDGE OISTA7- E FOR ALL ANCHORS NT0 GR UT- FLLLEO
CLOCK CR CCWRETE. AND M114t/R1 OF I EDGE DISTANCE FOR ALL WOOD ANCHORS.
6. ANCI.iOR OPTICN5 FGR INSTALLATFON AFi£ AS POLLC4I6. , O4 CCT UMW
-Axx-Mr .er lluift
T4 _?!4Qf?.1� Sb9!LIQ'CP. 'd 1 IRUGTURF.. !Ml�la� 0!'d 1 1
@ 5M5, ANA. TAPCONS OR V4 TAPCONa I ITW CR ELCO) ML
wTH 1St* nINIt UI EMBEDMENT.
T12L. pEtS+[�GMZ- I`ILLE291.001�
(DIRECTLY OR TI-Ipl Ix CR Tx Woo BACK)
304 OR 1)4' TAPCCNE TRIO CR ELCO).11:TH 1 MFUtti -1
Er'EEDP1ENT TO GONG CR GROUT- FILLED 0LOCK
'n
'53-1EE r:
4 CF �>
en
O
O
co) M
W
O
bF 0 x , I1
i0
t.asl A,fa
3
r
3
J
-I
i
L.
1101.40 •AAeI >a
0.1 111
0etC0101ta1
0I0-111 Tbp LAt 6 NNW RDt MAD 1615 -76 1.11:14 il M.
T1 l SCUM
i6o - a.• I. ■•■• 0000 4!•004 004100 0•L •0.3.14 01,0100 4001 m001
J 060•6.1 0 VC/LIE a1.T• C00t(EvDR •041.111 -
. 0611 - (1I '4( ELJh7Lae CL449 (t( FR** 4061. IV *MC*
1 010 -110 1 • OOOR nIIWQO 406 f•11 4!11]0 teals
6 01111-1d !Oe 1L T 0M1r10Rt91 /0 61151-1•5 MEN 015E0144
1 011 - 11. »LEM. f06•p11JL CCORP4(9L 6R11C.A. 6446 •401 -15 1640 CReay.
• 064.46 5 4004 000 064[0 6041 -11 19(x4d4Vfly
1 P - .4 A3 1 ••••L•11445. 1•' W I •l' RWJC146 b061_rb 19104 CO VOW
Ws
, 19 , 14 V 0000._
• 050 u .13C0 r . 1 w• 14 %V *Vie .L'+wn -
e 004.004101 14 W. AN.L rL }'e044A(II MAD •
N ____• -• —.. 401960. tl • r 01014 Sr& .._. •
1. as MGM - .•• 6401 14•01'
(1 - a 941•E 01 31, CCaU111.176 4008310.1 609!4
* - 140m ODOR NM411.6 - ruseau. O
all am W SRS IOcJ<Mll MERL
_____ _ ___ _ �... _. . . _ _— _- 00_ 0_0 0__0_0___ _._ ___
14 13 IL. pr PCB, 0 •401.61 131511 -
0
V L[J• Pr FL61'.RSKR 4191E.
w -
...ea. Irr lglplL•R art
l0
0 1. LEA. 46066
L 911.15 - 011 4' 4440 0.44113•012151 0404
.art. TILOASUPillE
M ATE FR1AL LI5T
4 IE•• 131000 ROO AMC
• 1 1>:111 C. • Y9'g11 VLL*OCR
u LEAF Ix am» ALUM NR1e[r.MEN 14•(4.4.3[ 414.001 .
ADPITIONAL 5Y5TEM NOTES
E£A1f_INT9•
ALL FRA TIE AND LE4F CORNERS, NSTALL4TICl1 SCREW -WADS (AT 511.1. 4 JAr185)..
AND COT TCTN BLAZING HEAD SEALED ILLTH SHEEE MOREI•EAD 5504 SEALANT
I±Rlfr.E�
a• LONG• ALUM. SA./TT HINGES WITH .317 DIA X 2 •I/1' ALLM FIR CRASS SPACER AND
4 LON CAP'' AT 3 1/4.• MOM TOP • L AND 47 MIC SPAN
LQC_/(
STANDARD STEEL THRCKI BCLT LOCK. KEY CFERATEO GN ExTER(OR AND T•U"8
TURN ON ;NTEI4OR D9 4.2' FROM BOTTOM AT ACTVE LEAF LOCK STILE.
CCNYENTIONAL LCCKSET WITH LEE/ER TAPE OPERATCR HANDLE AT ACTIVE LEAF
LCCK STILE HEAR MIDSPAR
STANDARD FLUSH BOLTS, r1ANL4LL T OPERATED AT TOP AND BOTTOM OP EACH
ACTIVE AND IMACTTvE LEAF.
E�i1F All-k S TRIPPIMC1 CONF IGURATIQN5
NEE r01G
RAIL (21
A a
c a
c c b
SILL
•
•1
b
• Q
d /y
FIN SEAL
'4141 L FLOP
VN (L EI1L®
FOAM -TITE LEAF
514 Lll FRAh1E TOP a BOTTOM
CQRHER.AT j .1,IQN
4
ALAZINC PAENT GORNER
(4)
SIpgL1TE FRAI1 €_TOF
AND eOTTQr1 GORNER
hoer
ornili ..
NFVLIp_!
OETCPrf7CM 0`44(
4,41142.1044111.4 .001604
110414..
• - - 160 (�
SHEE
5 Cf 5
I
02- 16 -'04 11:54 FROM -TRACO SECURITY 3055930854 T -104 P07/20 U -349
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
METRO -DADE FLAGLER BUILDING
140 WEST F1.ACLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
TRACO Security Windows & Doors, Inc.
5100 N.W. 72 Avenue
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series 2100 Aluminum Horizontal Sliding Window
APPROVAL DOCUMENT: Drawing No. W02 -06, dated 01/16/02, with revision A dated 04/25/02, titled
"Series - 2100 Alum. Horiz. Sliding Window ", sheets 1 through 5, prepared by Al Farooq Corporation, signed and
sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the
Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division,
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami - Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami - Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 98- 0429,06 and consists of this page 1 as well as approval document
mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02 -0204.01
Expiration Date: April 29, 2007
Approval Date: May 16, 2002
Page 1
MNiO/WL001p1011
4
tri
1
...,
I ( 111
J3 1/6'
1 f
33 1/4'
1
IQ 1/r
MI.
DiL oPD.
JD 1/1'
0.L CPC.
VENT WWII we ! /s'
NEW= conrcas
mut KW lid
WAWACIS APPLIED
OPTIONAL
NINDow X107 I
TYPICAL l FA(ATIOH
TESTED UNITS
GLAZING DETAIL
NON- IMPACT RESISTANT GLASS
LW II DACE COUNTY APPF(0 IMPACT RESISTANT
SHUTTER'S RECD. FOS ALL C1TALIAnoeis
CALM M IMI
SURD= APPLIED
OPTIONAL
1. 1FIR PIIOOM T IS OMIT DI 16 EMMY V%TN Of_ 100H 141E tr KUAIOCJM
ZONE CF THE 3301 FL.OM* OJLDDiC COLE
ALSO PUN oLVO LOADS AS PER /SCE 1 USLV: OOA SP6N7'N: LIDOS
a HOOD BODit3 HI ORRRRS. MUST BE AMMOEV POPE Y 1D 1RAMSFER
LOADS TO TIE STRUCTURE,
1 AY3I0 S SHALL BE AS LISfECA SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALJ.
DNfESST*40 061 STLCOO.
(nit DA. HJSATOUM rAa005
51144.. S
ILA PS / 16507
121
riutcp !yin *tag*
110 : Uu101
D:ron
Nu..
Woad LuBJe ratki1�J
0
8
droning Ao.
W02-06
(shoat 1 of 5
DEMON LOAD CAPACITY - PS/ (I0 09 CI WLS}
WINDOW DIMS.
A
STANDARD 37L1.
3311 WITH RISER
D68 L IN. OLi45
9/18 *790. CUM
1/19' TEMP. CUSS
DEA AI90. GLASS
1/18' MN. CL4YS
5/18' !WIP. CLASS'
YVNH
4030141
Mi.)
- la.l -)
Wk.)
I -(-)
0014}
M.(-)
4347.(.)
/a.( -)
0r.(
6071-) ,
at(*)
Wl.(-)
26 -1/2'
3?
33 -1/9'
60'
71
26
(
!
44.0
760
64.0
107.0
44.5
107.0
53.3
76.4
93.3
123.0
5.1.1
107.0
4
44.0
79.4
44.0
125.0
44.0
125,0
53.3
78.4
53.3
1250
533
1210
8
44.0
72.7
460
125.0
4
123,0
13.3
72.7
53.3
1250
53.3
1250
6
* .o •
64.7
442
111.7
442
1250
53.3
64.7
63.3
1113
33.3
113.0
6
44.0
50.9
44.0
84.2
64.0
13500
50.1
50
33.3
69.2
930
115.5
26 /r
3r
33 -1/6'
90'
74
38 -3/8'
(
7
44.0
71.5
_ 64.0
733
640
723
53.3
725
53.3
720
53.3
72.5
4
440
~ 60.9
44.0
101.0
44.0
103.1
53.3
90.9
51.3
1016
513
103.9
6
44.0
51.)
44.0
63.7
46.0
103.6
31.3
51.3
53.3
917
53.3
107.9
6
44.0
66.E
464
73.1
44A
06.1
450
481
53.3
79.1
33.3
96.1
0
-
-
44.0
63.4
4447
77.9
-
-
53.3
63.6
53.3
77.9
26 -7/2'�
37'
53 -1/9'
60'
74'
50 -5/r
(
1
44.0
55.0
4.0
550
44.0
550
31.3
554
I 530
5547
533
9 990
1
440
' 41.7
44.0
76.7
44.0
783
49.2
40.1
52.3
78.7
53.3
76.7
8
55.3
36.3
646
63.4
44.0
725
39.3
38.3
53.3
61.4
53.3
77.5
6
-
-
4 4,0
55.7 .
14.0
47.3
-
-
53.3
55,7
53.3
67.3
6
-
-
440
445
44.0
39.0
-
-
49.3
19.5
49.5
390
26 -1/7'
37'
47 -4/6'
6.3'
74
9r
(
2
11.0
44.2
442
14.2
44.0
443
47.2
44.1
53.3
44.2
533
44.1
4
34.1
34.4
44.0
63.3
44,0
63.3
34.4
34.4
53.3
633
533
633
4
-
-
440
45.7
64.0
54.6
-
-
40.7
45.7
93,3
549
9
-
-
42.6
42.6
44.0
45.9
-
-
474
42 6
46.9
490
6
-
-
.35.1
39.4
43.6 _
43.5 _
-
- t
501
30.1
43.4
13.6
0160044 LOAD CAPACITY - Pa7' (9*9 SIZES(
VIREOS DIRS.
6
STARDARD 3112
) 5113. WITS SISE9
3/46 AKX. GLOBS
3/18' .01174. MASS
3/18' id41P. 04910
=1'X
410047
EXR.( +)
INT.( -)
OCT.(4)
1 -) .
EYL(.)
017.( -)
74'
13'
97'
101'
414'
26
(1)
6
44.0
135.0
53.3
125.0
53.3
125.0
. 9
44.0
120.1
93.3
120.1
53.3
425.0
0
44.0
192.9
513
107.9
533
1250
9
44.0
90.7
5.1 3
927
53.3
117.1
9
44.0
69.3
53.3
14-3
513
115.0
74
e5"
9r
109'
111'
36 -3J1
(3)
6
44.0
699
53.3
58.6
533
1039
9
44.0
763
53.3
7217
53.3
101.)
9
44.0
70.5
33.3
70.5
53.3
84.1
8
44,0 •
64.7
53.3
64.7
53.)
79.3
9
440
617
553
637
313
77.9
74'
E3'
eT
109•
141'
4 )
8
440
67.9
53.3
67.6
53.3
76.1
9
442
58.9
5.1.3
5647
53.3
69.6
9
44.0
51.6
51.6
5I.6
53.3
54.5
a
44.0
50.2
547.1
543
53.3
60.1
r
44.0
45.6
495
45.6
53.3
50.4
76'
65'
97•
109'
63'
(
6
442
59.5
533
56.3
53..3
519
9
44,0
43.6 r
458
416
920
570
8
36.3
39.3
39.3
39.3
47.5
473
9
36.6
38.6
36.6
38.6
44.1
44.1
A r, 460. OF AN0'3RS PER MEAD & SILL
. H0. of *.010410445 PER 4A518
A - 770. Oi NICHORS PEA HEAD tr SILL
( ) - N0. OF A/4043AS PER JAMB
.SO
Ica
Dg- 01 16119110151 0444)60
Sm9CTURL7
RA P1 / 16557
4-
1?X
0
-'0
4-
APPTtaViri CaNFIGUR4TU7r4S
O1.SS 161DTHS TO BC ECi1 014 12■6740 AND F1703. LITC'S
WINDOWS TO BE PROTECTED BY
BMW DADE COUNTY APPROVED
IMPACT' RESISTANT SHUTTERS
A9pr4 .11610
9143, LW/6142 Coe.
0104.11/1 J
L.
Miami Della Prudavt
DJ
a 1D S
c
• gl Gs 0
dro wing 00.
W02-06
1,2.4_221 5
r
TYPICAL AN011013
[EC ELCV. FOR EPACM.
•
173 OR 13Y
v0116 Cal
g
a
O
1 111 OR 2 H7
1300 11004
W000 BUCKS NOT BY TRACO SECURITY. MUST SUSTAIN
LO1IDS IMPOSED HY GLAZING "SYSTEM AND TRANSFER
THEM TO THE BUJLC(N= STRUCTURt.
OPTD3VA1-
A00 -DPI RISER
ODE CAVITE
T TP[CAL 39939919 3
SIX ELEV. FOi SPACING
1111ff PART •
7 050 - 06-220
1 010-00 -700
3 073-00 -717
4 O50 -0O -i1*
a
4
9
8
10
101
31
12
115
14
30
la
13
19
20
291 -00 -1a
0.71 -0D -140
030 -00 -102
001 - 00-000
061-00 -323
041 -00-350
048-06.017
a8- 00-070
00-06 -031
041- 00-061
013424127Y 102SCRIP110N
11 ROOD.
P11. AM. RA. SCREWS
HU11I 16A0
1 ! FINK SL/
2 I FMR 110111
I/ .011 1 RIAD A/R.
1/ 3091 L 3011 1213213 1 9.
t/ MD17 L TOP MO =MI NL
1/ 37117 JAM SOLE
Al R0000 I. PRONE A9'if1A9 X *CRAW
- I CLAIN; WO
AS 9100. 1 P0: RAL eon sans
As 9100. 1 VQNT A'SMIY SCRC41
- 1 3U 300 -ON NOIR
2/ VENT 1 P3A3TIC R011841 1R P33531 0016016
2/ VLN1 1 DREW LOU AT 6-4/4' FROM 0
AS RL08. 1 1188 O'GV1MRSIIOPPU10 (.190 1 .1001
AS RTA). 1 RAP ICA1NE161RY71W0 (.210 If ..30)
AS RECD. 1RAP 2EA1NERSTRfFV33 1.170 7 .430)
AS MD. ( FLAP MA114DOORIX010 (.115 a .800)
AS RECD. 191E 1RM 9199 SEAL (.107 2 .17.7)
AS RD= l Y• 1 1 -1 /4' 1 I/a' RASA
4u312291 1 11000✓1 LWPPtl69/3011Jr2
163 A SUS
0003 -2a 1-
60413-11 1 -
4013 -T1 1 -
4043 -22 1 -
4013 -99 1 -
0083 -39 1 -
0803 -46 1 -
f1 a 7/4' P11. PAIRS 116
311391111199 1 PM. SWUM
p 4 9' L113
- {f10A I' P.R. SRS
40133 -22 1 -
- I *2019Y
- 1=AIRY
91911. 1 409020 13514
3)03. 1 MORO 12114
4WYL 1111B0w 12107
rivlt 1 *10032 10135
ARMORY (11217 -(8T
OJ13 -t7 1 632&03' EACH 911. UM RAIL
TYPLCAL AiNCHORS; SEE ELEV./CHART FOR SPACA43
3/18' TAPC0NS
INTO 28Y W000 BUCKS OR W000 STRUCTURE
2 -3/8' 1•QV. PENETRATION 1370 WOOD
THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO uASONRY
2 - /e MIN. DARED P3TO MASONRY OR CONC.
SEALANTS;
FRAME AND *PINT CORNERS AND 21SIALLAT101 SCREWS AT SILL
SEAE1O WDN S"..FtNE( 1 CL READ 5504 SEALANT.
WEEPHOLBS:
WI . (3' X 1/8' WEEPHOLES) THREE PER VON(
AT S' FROM VENT ENDS d AT MID WT)TH
7 /9 7 DP. 99.613:0 1
SIFF.IG2UIIES
ALA. PC 14171
157.072
A3PN.b111 =in faa al .398 139.
�
w
� fl
MAO
&Vaal as FR ANS
11D t1 ill.
1
Jl
aheel of 5
e
FIXED WIC. RAIL 1 MEETING RAIL
VFtIT 7OP /B0TMIDI CORNERS
.11102-M12.-11411-411103
FRAME 70P CORNER
'RAW R]TTDM CORNER
'cwr as NIALILVOLN rweouz
RA vE • 1e157
A rprufad n glaWmi MN 1d,r
FIac1Aa p]iaiup Cale
ND
L
s
1
dra Yllf) no.
W02 -06
(cheat Sal 5)
dro g no.
W98 -71
4
-3
N
' d
W
N
W
;A
(O
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 2/25/2004
Applicant: DIANE
Owner: PATTAVINA
JOB ADDRESS: 112 NE 93
Contractor
Local Phone:
Parcel # 1132060133140
Signed: (INSPECTOR)
Signed: (Contractor or Builder)
Building Permit
Permit Number: BP2004 -166
PATTAVINA
DIANE
ST
Contractor's Address:
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 13 & 14
BLK 23 LOT SIZE
Fees:
FEE2004 -1989
FEE2004 -1990
FEE2004 -1991
FEE2004 -1992
FEE2004 -1993
FEE2004 -1994
Description
Building Fee
CCF
Notary Fee
Training and Education Fee
Technology Fee
Scanning Fee
Total Fees:
Amount
$100.00
$2.40
$5.00
$0.80
$2.50
$12.00
$122.70
Total Fees: $1 70
Total Receipts: $0.00
c
C'
Permit Status: APPROVED Permit Expiration: 8/7/2004 Construction Value: $4,000.00
Work: REPLACE OLD BROKEN WINDOWS IN FRONT OF HOUSE WITH NEW WINDOWS AND REPLACE BROKEN SLIDING DOORS
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 responisibility for all work
done by either myself, my agent, servants or employes.
BY: