WS-07-2021Project Address
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
289 NW 91 Street
Miami Shores, FL 33150-
1131010331300
Block: Lot:
JOSE GONZALEZ
Parcel Number
JOSE GONZALEZ
289NW91ST
MIAMI SHORES FL 33150 -2258
Valuation:
Total Sq Feet
$ 2,000.00
0
Type of Work: WINDOWS/DOOR
No of Openings: 3
Additional Info: IMPACT
Classification: Residential
c..J OCT 2 3, 2907
cel
MIAMI SHORES VILLAGE
Fees Due
CCF
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$1.20
$0.40
$130.00
$9.00
$3.25
$143.85
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: 1 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.
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Expiration: 03/29/2008
Total
$ 0.00 $ 0.00
Payment Type:
Amt Paid I Amt Due
$ 0.00
Applicant
Available Inspections :
Inspection Type:
Final Shutters
Shutter Attachment
Final
Window Door Attachment
October 01, 2007
Date
Monday, October 1, 2007 1
BUILDING �o gi
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
Owner's Name (Fee Simple Tit eholder)
Owner's Address
City
Tenant/Lessee Name
Job Address (where the work is being done)
City Miami Shores Vill e
FOLIO / PARCEL #
Is Building Historically Designated YES
Contractor's Company Name
Contractor's Address
City
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Type of Work: ['Addition
Describe Work:
Submittal Fee $
Structural Review. $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Electrical
1 'nZ Plumbing Mechanical Roofing
`�
DSLA A a L I Phone # 605) 75g 7 k
15.-6 -e
,virte/
1/.2 Do
Pe rmit Fee $
Notary $ Training/Education Fee $
d Rg AM) yy 34,
County Miami -Dade Zip
NO
State Zip
Square / Linear Footage Of Work:
['Alteration ['New Repair/Replace ❑ Demolition
Permit No. /12301 2021
Master Permit No.
Phone #
, e7 Km
ft
J
/30
n
Y
Scanning $ 1• CO Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $
Total Fee N
Phone #
(� "n doCcJ
"' ^dliNI
See Reverse side
X177
1 SEP 2 7 200/
B YaA
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING To. OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature s� 1 / Li. ..Ma Signature
^ = ' r Agent Contractor
The foregoing instrument was acknowledged before me this 47 The foregoing instrument was acknowledged before me this
day of ,..„,,, 0' i 20 e.,, by ' „i — e5 ,4 A/Z .4 lee , day of ,20,by
who is personally known to me or who has produced Pe- ' who is personally known to me or who has produced
--via6e Lie_ As identification and who did take an oath. as identification and who did take an oath.
NOTARY BLIC: NOTARY PUBLIC:
YP Debra A. Williams
*. ° • C� : skin #DD303921
"'- . ,, ��i
Sign:
Print:
My Commis on Wes:
Sign:
Print:
My Commission Expires:
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
(Revised 02/08/06)
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAME:
41) UD0Fir es, �(> DATE: q/27 a`D0Q
ADDRESS: / aq
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two- family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have Licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under your supervision and must
be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Initial
2. I understand that as an owner - builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
3. :I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code —, only if the structure meets the
minimum code.
Initial
5. I understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate'any contract disputes.
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
7. I understand that if any person gets injured on my construction project–they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Was acknowledged before me this
Produced there License or
27 day of
Initial
Byte( & /4. 4i Z
who was personally known to me or who has
as identification.
// — //// ,71,4741
NOTARY
Debra A. Williams
,:43-** `�' Commission #DD303921
Exp Apr 24, 2008
ini'pp fy,0
' ''''n''' ` Atlantic Bonding Co., Inc.
ZONING DEPT
BLDG DEPT
25.00'
FOUND "
IRON P E
2:00' (WALL TIE) 2.00' (WAU. TIE)
75.00' P &M
- ••60.00'NALL) . 0
D` ^,IL
FOUND 1!2'
IRON ROD
15.00' 0.0'
r $3:4 18.90'
to
/ t (CALL.)
N KF :8.q O i .: j ,t�D.(V.
4 : : ONE STORY _ ►'
RESIDENCE
• #289
o PI
sf z ( 0 V /30
0.80' � , /
15 15/5a :30d' ��!/ •10.00' .
:
25.06'
1 0 . 5. e A l O
X89 nvw 1 P
IGH CBS WALL
18.00'
1V ALLEY
FENCE CLEARS
PROPERTY LINE 0.10'
CONCRETE
ASPHALT DRIVEWAY
Vir ' ffi
SUBJECT TO COMPLIANC' WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
MI
- -- •75.00' - -; --
49:04' >:'
FOUND NAL
(PC)
(18' PAVEMENT - 70' RIGHT -OF -WAY)
••••
• •
• ••••
•
• • •-
• • •
•• •
• • •
•
•
•
••
•
••
W 91st STREET
•
THE WEST
1/2 OF LOT 14.
•
• ••••
• •
•
• S •••
CONC
•• •
• • •
• ••
• -
• -
slblrVri9u ,
•
FOUND 3!4"
IRON PIPE
••
\\,__ 28' PARKWAY
4 %>&)
•
-
•
• •
• •
• •
• •
•
•
i9 SEP27Mil t,
do__ a_me_v_e
Miami Shores Building Department
• • i i
:: •: . • :: :
•-
Product Approval Schedule / Comparison Chart Address: . ic& AAA V g' Permit No. 47 7., ,)--/
Opening
Description of Window
Product Acceptance
Product Approval
Op* ing,D4sign
$pughjAp
Shutter Required
Mullion Required
Impact
117.
or Door or Mullion
Number
Design Pressure
. • Pres$r: :
: • : Soll •
Yes / No
Ycs /No
Yes / No
( +) PST ()PSF
( +) PP: (VW
•
i : .. . •
ikitrio 01
0 01- 11249.03
62.
••6 ,1,0 •
vi r 'O'l
A) 0
A) - 0
cIP
100
,.:- ,, _..d
44 .
—7 .r)
, %a
lu0
•
•
•
• • ••• • • • • • •
.. •• • 0 . 0 • . •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • • • .
• •
• •'•
• • ••
TRAC Security Windowl* Doors, Inc.
5100 N.*. 72 Avenue
Miami, FL 33166
SCOPE:
This NOA is being under the applicable rules and regulations governing the use of construction materials.
Thedownentation,:submitted has been reviewed by Miami-Dade County Product Control Division anc1 accepted
-tlite*ard otRulei4 ettidApPeall (BORA) be used in Mianii. Dade County and other areas invite y - `4"—
the), • 'ty H (AH3).
-•
• V • •
This;A shall:not be valid after the expiration date stated below. The Miami-Dade County Product Control
Divisik(hn Miami Dade*mty) and/or the AHJ (m areas other than Miami Dade County) reserve the right to
have 'this, product or miteriOested 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 AilJ may immediately
revoke, modify, or suspend he use of such product or material within - their jurisdiction. BORA reserves the right
to revoke this acceptance, ifIt is determined by Miami-Dade County Product Control Division that thpsocluct or
material fails to meet the reltirementa of the applicable building code
• •
ThisTroduct is approved as described herein, and has been designed to comply with the ilitiVkocity:Huhicime • •
Oh° FI°#0 - - . 1
• . • •
11 '; '10mA:11-240" Aluminum Single Hung Window — Impact Resista,u t .1
:VAL DO : Drawing No. W99.62, dated 01/13/03, titled "Coastal-240 • Single nth; . •
sheets 1 through 3; prepared by Frank L. Bennardo, P.E. Consulting Engineer, Ifgrettand AIM lf
Frank - 1;liennardo, P.E., bearing the Miami-Dade County,Product Control Approval staiiirwIth the Notice • ot
Acceptance nuntlitr and approval date by the Miaini-Dade County Product Control Division: . •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • e •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo: eity:state
. . •
following statement: "Miamt-Dade County ProductControl Approved", unless otherwise noted herein. • •
RENEWAL of this NOA eihall be considered after a renewal application has been filed and there has been no
g0411 the appliexilOuildingoode negatiolyaffecting the performance of this product. , tf.1,
• ATIONz k.k Will occur after the expiration date or if there has been a revision or change in the
use, and/ors ..tifeture of the product or process. Misuse of this NOA as an endorsement of any
for Sale, ad ertising or any other purposes shall automatically terminate this NOA. Failure to comply
with itiOitection of this Nqshall 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.
A revises and renews NOA # 99-1028.06 and consists of this page 1 as well as approval document
d abOO.; •4 ` " 'frPc " ' ;
Th, rnitted doeirite#tEt441 was reviewed by Manuel Perez, P.E.
G tOpE balfor.AANCE MICE (3CCO)
cON'r#01, FVfnot:4
•
CE or ACCEPTANCE (NOA)
•
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREAT:441011H603
. MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOA No 02-1120.03
Expiration Date: March 17, 2008
Approval Date: February 6, 2003
Page 1
• •
•
•
•
•
•
.;+riaOltiViVin "4.
".
•Irst
• •
TRACO Security Windows & Door& Ino.
UB D
, (For File ONLY. Not part of NOA)
DRAWIINdS: • -
1. Man die drawings and sections.
2. , Driillving No W99-62; Sheets 1 through 3 of 3, titled "Coastal-240 Inipact Single
• Hun Window", prepared by Frank L. Bennardo, P.E., dated 01/13/03, signed and
sealed by Frank L. Bernardo, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test,-Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
-k;„., : , :,,, ,,'.. . ;. - : '. „: - — • 4) Large,Mis' sile Impact Test per SFBC i PA 201-94 , .1,-1,,,,,..
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94 .
6) Forced Entry Test, per AAMA 1302.5 and PA 202-94
along with marked-up drawings and installation diagram of ati aluminum single
hung window, prepared by American Test Lab. of South Florida, Test Report No.
ATL-0713.01-99, dated 10/07/99, signed and sealed by William R. Melmer,
' and Homy Hattem, P.E. With addendum letter dated 2/23/00, signed and sealed-
by William R. Meimer,P.E. „ e . e•,,,
. . -
2. Test repirts on 1) Air Infiltration Test, per PA 202-94 . - .
2) Uniform Static Air Pressure Test, Loading perY,A..202-94 . . e •
r .....•,.,,•......., ,i....
10.1•,..i.,w,.,.•.,;, , 4
, . .u.. •,.::-- -.4 4) Largeldissile Impact Test per SFBC, PA 201-04 - - :
, ,' - , ,3) Water Resistance Test, per PA202-94 ' . ; - - ' , ; . - - .
-1.
'
5) Cyclic Wind Pressure Loading per SFBC, PA 20394
l', . ' 6) Forced Entry Test, per AAMA 1302.5 and PA.i2M-Yi4 ,_ ,
along with marked-up drawings and installation diagram of an aluminum
hung window, prepared by•Fenestrition Testing Laboratory, Ine,-Tost:ReportrNo.:
FTL-2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. ' '
C. CALCULATI0NS:
1. Anchor calculations, sheets 1 thru 13 of 13, prepared by Al-Farooq Corp. dated
8/27/99 and 2/24/2000, signed and sealed by Humayoun Farooq, P.E.
2.. :Anchor oaletdations, sheets 1 tbru 6. �f.6 prepared by Frank L. Bennardo,4%.#40
'Oppi Engineer, dated December 30, 2002, signed and sealed by Frank L.
r49, P.E.
•
4,4
•
E -1
•
Product Control
NOA No
Expiration Date: March I ,
Approval Date: February 6, 2063
•
•
mom Ath3R4spierir - Par
WOO ;Vag' -P5i28cJ41ERTA3151
MDT. GLASS
.,=._
... _
5/18,, • '. NAL •
LAM.. ,4,4 :N. Er-
...,./
1
. -
19-1/6"
62.0
62.0
26-v2 "
26
62.0
62.0
37:
(4).
. 62.0 .
_ 62.0
53-1/8
-
'62.0 .
82.0
19-1/8"
,..
620
411111agri.
62.0
-- _.----
67-0
53-1/8
62.0 •
620
16-1/1*
- 620.
- 62.0
4 1
.
62.0 '
62.0
19-1/8"
62.0 .
62.0
28-1/2"
62.0
132.0
37
6
62.0
62.0
53-1/8
62.0
62.0
10-1/8"
la
62.0
62.0
26-1/2
620 ..i
. 52.0
sr
-62.0
53-1/8
MO
820
19-1/8'
620
620
.26-1/2"
74-1/4'
620
620
3r
(
62.0
82.0
, - .....-..
. HEAD/S1Lt
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... _
5/18,, • '. NAL •
LAM.. ,4,4 :N. Er-
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1
. -
„.,,..
. ,
MN
13 1/2' MAX
HFAII/SILL
47 1/11'
DLO. (VENT)
50 1/4'
- --AT-HEADOILL : CORNERS
47 Yr
VENT VIDTH
53W MAX
WIDOW WIDTH
IYPIOAI ELEVATION
TESTED UNIT
LAN. ANN. GLASS
BY 'WRMAN'
GLAZJACIEMNS
LAM. AWL GLASS
B1 *TEMPCIASS'
SEE CHART FOR
NO. OF 11.ICH0RS
PSI JAMB
NAL
TYPICAL ANCHORS
iM 0 SMS INTO 2BY WOOD auacs OR Tow STRUCTURE
1-3/r MIN. PENETRATION INTO WOOD
3/18 TAPCONS (BY aC0) OR
EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE
INTO 28Y WOOD BUCKS OR .WOOD STRUCTURE
1-3/8" MIN. PENETRATION INTO WOOD
3/15 TAPCONS (BY ELCO)
EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE.
THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
MUM&
FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504.
ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS
mInD ANCHOR SPACING MAY BE ROUNDED TO THE NEAREST FULL INCH
IffeaES:
3, THIS STRUCTISRE IS DESIGNED AS PER THE FU3RIDA BUILDINGS
CODE 2001 EDMON. ALSO FDR WIND LOADS AS PER
ASCE 7-88 USING CORRESPONDING LOADS.
8. MOO 01.001 BY OTHERS MUST BE ANCHORED PROPERLY 10 TRONSFER
LOOS 10 108 STRICTURE
3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON MEWS.
ANCHOR EMBEDMENT 10 8525 MATERIAL SHALL. 85 0510440 WALL
0148251440 08 STUCCO.
• NIR4BER 84 PARENTHESIS MIDICATES• 0 OF ANO8RS PER JAMB.
LARGE VT E IMPACT RESISTANT WINDOWS
ETINTITENS NOT PSIOUIRED
Naltertlagwifts Se
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SHEET:
1 OF 3
ORG: 103
4
BUILDING CODE COyt PLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
i%I1AMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 331304563
(305) 375 -2901 FAX (3135) 375 -2905
Jeld -Wen, Inc.
31725 Highway 97 North.
Chiloquin, OR 97624
SCOPES:
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 (AI IJ).
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 requiretnents of the applicable building code,
This product is approved as described herein, and has been designed to comply with the High VelocttyfJurricanc
Zone of the Florida Building Code. • •
DESCRIPTION: Series Jeld -Wen® Steel WIE Outswing Opaque Insulated Steel floors• •. •
• APPROVAL DOCUMENT: Drawing No. DC9921, titled "Outswing Opaque Insulate betel Doubte,Door in. •
Wood Frame ", sheets 1 through 6 of 6, prepared by R.W. Consulting, Inc., dated 9 /25 /00,lvith revision No: • 1 daetr
cc,�
10/14/02, bearing the Miami -Dade County Product Control Revision stamp with the NdtytAccoptarree nun l7e! ••.
and expiration date by the Miami -Dade County Product Control Division. • • •••• •
••• • • •• o •
MISSILE IMPACT RATING: Large and Small Missile Impact •• ••
LABEIJING: Each unit shall bear a permanent label with the manufacturer's Warne: or 16go!cKy, stawei,,
f'ollocving statement: "Miami -Dade County Product Control Approved ", unless otherwise ngtt1 hcreih "'
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beG4 no
change in the applicable building code negatively affecting the perfortnance 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, usc, 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 tie request of the: Building Official.
This NOA revises and renews NOA # 00- 1003 {04 and consists of this page ; 1 as well as approval document
mentioned above.
The submitted documentation was reviewed by .Manuel Perez, I'.E.
NOA No 02-1022.14
aspiration Date: December 02, 2007
Apprnvat Date: 1)eeember 19, 2002
Page 1
•
•
••••••
• •
DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED)
UNIT TYPE
POSITIVE NEGATIVE
SINGLE W /WO SIDEUTES
+66.7 psf -70.0 psf
DOUBLE W /WO SiDELITES (WINDJAMBER 11 ASTRAGAL)
+66.7 psf - 70.0 psf
DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL)
+57.0 psf -57.0 psf
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
GENERAL NOTES AND Ti ICAL ELEVATIONS
2
VERTICAL CROSS SECT!p 1$ & BILL OF MATERIALS
3
HORIZONTAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS & NOTES
5
ANCHORING LOCATIONS & DETAILS
6
ANCHORING LOCATIONS & GLAZING DETAIL
7
UNiT COMPONENTS
JELD -WEN® Steel
WOOD EDGE OPAQUE INSULATED STEEL DOOR
OUTSWING 6 UNITS W /AND WJOUT SIDEUTES
J
AMEN -HMO
1. Nis PRODUCT iS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING
CODE.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON
DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
5. THiS SYSTEM MEET THE WATER REQUIREMENTS FOR HIGH VELOCITY
HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART.
6. THIS SYSTEM REOUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS
PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE
FOR THE SIDEUTES ONLY.
7. SiDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE
• CONFIGURATiON.
RESIDENTIAL INSULATED STEEL DOOR
(Common to all frame conditions)
Door Leaf Construction:
Face sheets; 24 go. (0.020) minimum thickness, Galvanized steel
A -525 commeroiol quality - .41(00 per ASTM 620 with yield
strength Fy(ove.) =23,675 psi.
_Gore design; Expanded polystyrene with 1.0 to 1.25 lbs. density.
by Jeid -Wen, Inc.
Parent cast rigor• The active and inactive easels are constricted from 24 go.
(0.020" min.) galvanized steel. The face sheet lop and bottoms ore bent 90'
aver the top and bottom rails. The top roil consists of LVL measuring 1.57" x
1.042 ". The bottom rail is roll farmed 0.027" galvanized steel measuring 1.67"
x 1.21" with a 1.645" A "3.0" x 0.631" piece of pressed Fiber board at each
corner attached w/0.5" x 2.0" wine staples. The sides of the face sheet are
roll formed into the LVL latch stile and pine hinge stile measuring 1.67" x 7.0 ".
The interior cooly is filled with polystyrene The face sheets are glued to the
polystyrene.
Sash Constnrct7an: The sash is constructed from 24GA. (0.020" min,) galvanized
steel The edges of the face sheet ore bent 90" over the polystyrene core and
glued to R. The sashes ore rauted to receive the Oil (HP Polypropylene -
ihermofii- P6- 30FM0391) & Trinity Me frames. The units are glazed with 0.125"
tempered gloss. The fife frames are wet glazed on the exterior.
Frame Construction; The frames are constructed from Pine jambs measuring
4.563" x 1.25 The head jambs are mortised and butt joined to the side
jambs and attached with (3) 16 go. 2" x 7/16" crown wire staples. The units
use o bump face threshold measuring 4.041" x 1.0 ". The threshold is attached
to the frame wfth (3) 160.4. 2" x 7/16" crown wire staples.
Si2L5 I FEMME WIDTH • ■ • • •
" • • 36 "MARX. •
7
r RAGL - r PTH i • • • •
•
TM
IN -ACTIVE
11 1=17 11=1"
--
.cam
•• • • • • •••
••. •• • • • •••• • •
• • • • • • •
• • ••• • • •
• • • • • • • •••
• • • ••• • •
•
0
T
MUM
UNIT
37. 5" OVERALL
MAX. FRAME WIDTH
36" MAX.
r PANEL WIDTH
r, ICSI
e ^�
SINGLE
OUTSWING UNIT
•
•
•
•
•
14" MAX.
PANEL WIDTH
M
z
"•6" MAX.
D.L.O.
g
9p G
ro
14" MAX.
PANEL WIDTH
••• C•
• • •
• • •
: :. fa, f
d
N i UNITS ARE VIEWED
FROM INTERIOR
IN -ACTIVE
70 OVERALL
MAX. FRAME MOM
36" MAX.
r- PANEL WIDTH
e c�
107" OVERALL MAX. FRAME WIDTH
.36.625" MAX.
PANEL WIDTH --}--
PANEL WIDTH
El El
W / ASTRAGAL
� 1
36" MAX.
ACTIVE
AI Lk
0
15.5" MAX.
FRAME WIDTH
14" MAX.
PANEL WIDTH
6 ° MAX.
D .L.O.
SINGLE WiSiDELITES
AgSW yak.
15.5" MAX.
FRAME WIDTH
, '14" MAX.
PANEL WIDTH
to d
ci
o .
N
'Io g e
DOUBLE W /Stoalt
OUTSWING UNIT
6" MAX.
D.L.O.
g
PRODUCT REVISED
rrltb
Doldtoo Coif
ttn 02" t2W I.1
SCALE: N.T.S.
awe. sn TJH
d+x. es RW
euIl.owo
CONSULTANTS. INC
813.659.8197
oA1E3 09/11/01
DRAluNe NO.:
5 - 2104
SHEET 1 or 7
TABLE OF CONTENTS ..
SIIEET' g
' DESCRIPTION
COMMON (GENERAL NOTES -TYPICAL ELEVATION)
1
_DOUBLE Or WOOD FRAME (ANCHORS ELEVATION)
Doom Fr 0 WOOD FRAME (ANCHORELF.VATIOVI
DOUB E DOOR HORIZOI. AL ' !FS SECTIONS
D0U LE DOOR VERT, CROSS SECTIONS (BILL or MALI MA.5
5
COMMON,
_1(3003_,MODELS_,,LOgILAELIA.11.S)
— ...__...
-......,._.......__ __._. - -- ...--..—. . _ .
JEL1)-WEN(D STEEL
OLITSViING OPAQUE DOUBLE DOOR
WOOD EDGE INSULATED ,STEEL DOOft WITH WOOD FRAMES
GENERAL NOTES
1. tins PRODUCT IS DESIGNED TO MEET THE SOUTH
FLORIDA BUILDING CODE 1994 EDITION FOR
MIA1O-DADE cougry.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE
STRUCTURE.
5. PRODUCT ANCHORS SHALL BE AS LISTED AS
SPACED AS SHOWN ON DETAILS. ANCHOR .
EMBEDMENT TO BASE MATERIAL SHAU. BE BEYOND
' WALL FINISH OR STUCCO,
4. IMPACT RESISTANT SHUTTERS 1402 REQUIRED.
OF.SIGIN PRESSURE RATING SHALL BE AS FOLLOWS:
- FOR 813"..WOOD FRAMES: SCE TABLE THIS SHEET
- FOR 1E0" WOOD FRAMES: SEE TABLE THIS SHEET
8. AU. DIMENSIONS ME OWEN RI INCHES UNLESS
OTHERWISE SHOWN.
OUTSwING INSULATED STEEL DOOR
(Common to all frame conditions)
Face sheets: 24 or (0.0201 rolniendtet thickness.
Oateanired steel A-525 commardat - quality AKDO
per ASTM 620 with yield strength, Fy(min.) psi.
Core deolon: I. polystyr.mi with 1.0 to 1.25
Construction: steel fate Sheets glued to expanded
polystyrene (EPS). with wood rpils and Laminated .
Veneered turner stiles and a wood lock block
reInforcernenL
■ • silo • '■•■
a • • • • • • •
• • • •
• 40 1 41 • •
: 41 • : . • :
• •
• 'ot ■ ••■ • •
O.A. .. MAX. FRAME WIDTH , 74— 1 /2" • .
: .
•, .
. 0). MAX. FRAME. WIDTH 74-1/2" .. • 4t ..
. _. ---4,-[
■ • • • • . •
■■• • ■ .11 • 0 •
•
• • 0 •
• ,.. • • •
\ • 1
\ • • •
• • •
DESICi RATINta
Posimm
ME:GATNE •
8' —0 HEIGHT
COLONIAL 6 PANEL DOOR
VIEWED FROM EXTERIC)R
(SHOWN F011 CLARIT'( OF VIEW)
W HERE WATER INFILTRATOR
REQUIRE/MIT IS NEEDED
51,0 pat
• •
• • • • •
44
a
0.
WHERE WATER utrktRAIION
REOUIREMENT 12 ROT ttEEDE
•
48.0 pal
s1.0 pat
By
r=(
,..■■•••■•■••■
Approved . as eollaphiag with the
Florida las Cede
NOA#
It Ptoducl
1
0
■-■"'
0
1
/.
• CONSULTING'
(813) 884-3831
DATE; 9/25/00
SCALE: N.T.S.
invt. an TJH
cm. 112 Rw .
ORAVRNII
1/1719 2 t
81a1 1 or
• • • •-■ • • • 11 •
■ • • • • • • • • • • •
• • • • • • • • • •
• • • • •• • • •
• • • • • • IT • •
• • ••• • • • • •••
• • • • • .0.1'.0 • • _ 4 • •
• • • • • •- • • • • •••
11.75" MIN.
PANEL THK.
• • •
• • 1
• • •• •
• • IF • '
• •
125" MIN,
GLASS THK.
•:
• • •
• •
ERA•A]:3111 l:S•i�.-i' � ?'.;�� eYkY�11:i
HEAD J, M8 1 1 4 x 4 7 1 , ' PONDER= FINGER
gisruivpiruggsgagissi T Liiltu'sz'r:.IL°i : l"L ° °Tr1 y °l1Ji,a)
ugar 6!a u'i:W !a 7 blAfit !i`rnd]_4iei iyi
x er
IMEMENDaelltinVIUMESENEINEIMMIN
1
,14 ` 1 . •Tee
LVL LATCH SIDE STILE (1.67 X
1 4 "; x 1 2" TAPC014
TOP • 1..7'x10
BDTT. M RAIL 1.7 " x 1.21" x 0.0 _ " T K. MIN. 4
F1. • H 'li 1.. x 1.°
1110 x 1 3/4 PFH WOOD SCREW
W000 LOCK BLOCK1.11 " x 4A" x 11.875 ")
1 4 "s(x 2 1 4" TA 0N<
EXPANDED POL is
• • rb 050' WALL `I
2x < ^••D SU: :U
SHIM MATERIAL .25 "' MAX. THK.)
KM(IKSET TITAN 70Q $ERNS KNOB
KWII,SET TITAN 790 SERIES . DEADBOLT
BRAD 118M NAIL 3/4 L
N8
x PFii WOOD SCREW
8 x 1 ' PFH e' e c -
EXTRUDED ALUM C /1010/14449E17
YALE 1*408 HERITAGE S RIES
YALE DEADBOLT HERITAGE SERIES
ALUM.'
SILICONE CAULK'- CR LAWR CE 3 C
GLAZING COMPOUND (050 BY ODL)
,8 x 1" PFH KO SCREW 1WR811 ASIRAGAL TO ODOR)
x 3 8" 1` 4" Rek N r: l ' _ l E TOP
CH E D5T
TEEL , SIDEUTE' PANEL 240A. (.021" MIN
r MP - _ D PPG
! 4' ITrI: 4 x 'e:J4 •ir
.e r! 1e Yt " tyF W •• i e
lO x 1 vm.t +a ; r ' ' ASTRAG4L. 0 toil'
4" RIK. x 4 9.16" rw PRESSURE TREATED REINFORCEMENT
ATP
DESCRIPTION
43'1 x1 8
44 161A. TRIM NAIL 1" L
45 GLAZING COMPOUND DOW 1199 SILICONE
46 LITE FRAME BY TRINITY FOR 1/2" GLASS
47 1/2" INSULTED TEMP. GLASS BY TRINITY / AMPAC
48 LI'1E FRAME BY TRINITY FOR 1" GLASS
49 1" INSULATED TEMP. CLASS BY TRINITY /AMPAC
50 LITE FRAME SCREW 16 X -'1 1/2" PANHEAD
STEEL
SILICONE
POLYPROP.
POLYPROP.
STEEL
1 ) VERTICAL GRASS - SECTION
DOOR PANEL
PR0DiCTBEVISED
couPty10$1 Vier*
No "I 11.18
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813.669.9197
•
Pat 09/11/01
N.T.S.
7J34
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mom *Da
S -2104
ricer or ;2_
•.• • • •
• • • •
■ •.• •
■ • • •
.•• • . • •
INACTIVE
ASTRAGAL RETAINER BOLTS (4)
BOLLS TOTAL. (2) 8.0" L. x
.512" DM. ID TOP & (2) 8.0" L
x .312" DUI. @ BOTTOM
a
SEE NOTE
1 SHT. 4
I1l1
,minorsase.anig
fro
SEE NOTE
5 SHT. 4
7.15" MIN.'
EMB.
1 H0i i0h1TAL CR SECTION
AT ASTRAGAL #26
WINDJAMBER WR 68J
SEE DESI N PRESSURE RATING
RT
WOW
' N: Ems
COOS
Q
0 in
IR
I. IN INTERIOR
.15" MIN.
C — SINK
S M THK. • ; ONTAL CROSS SECTION
Mgr LATCH JAMB TO BUCK
ACTIVE
• • • •∎
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11 NGE JAMB O BUCK
HOR OPTIONAL CROSS$ S ECTION
AT ASTRAGAL W/ITEM #18
IMPERIAL ASTRAGAL
SEE DESIGN PRESSURE RATING
CHART SHEET 1
15° M IN.
C -SINK
.25" MAX.
SHIM THK.
.75 1
ASTRAGAL RETAINER BOLTS (2)
TOTAL,: (1) 9 0" L. x
.312" DUI. @ TOP & (1)
9.0" L. x .312" DIA. ® BOTTOM
z SEE NOTE
CD 0
4
-14
,�IYCb1Rb
ALUM. RETAINING SLIDE
(3) 1.0" x 4.5" x 0.565°
SEE NOTE
8 SHT. 4
EMB.
•
CDCDED
ACTIVE
PRanticT 9C16990
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EXTERIOR
DOUBLE DOOR W/S/GFWTFS ANCHORING LOCATIONS
0.5" GLASS
811E GI/47114G OFr AII
t° INsurArw•n 1114PFR1911 GIGS$
MINDY UTE FRAAfE
SEE D 1 $L F
SHEET 5
1/8 TEMPERED
CL
AIR SPACE
• • • • •
to 6 16
•
SEE DETAIL • • •
0- SHEET 5
• 00•
• • , • •
• `•
■ ■ •
• , •
• ■ • ..
••. • •
`•
1/8° TEMPERED
GLASS
0.5" GLASS
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TRINTW UTE FRAME
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• • .. •
• .
. •
• . •' "T
1/8" TEMPERED GLASS
SEE
DETAIL
J SKr
5
SINGLE_ ODOR ANCHORING LOCATIONS
SEE pETAIL
C SHEET 5
1/8" TEMPERED
GLASS
0
• •
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• . •
■ •
■ •
■ •
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8
MU**
TAN1g. INC
8 3,659.$,97
09/11/01
stria. N.T.S.
TJH
RW
SCE OW
UMW P
DETAIL G HINGF
TO JAMBS & DOOR
SEE NOTE 5 SHT. 4
001181E DOOR ANCHORING LOCATA
..
•
SEE war •.
SHT 4 • •
D£TAp. J_ ERSE
• PLATES TO JAMBS
SEE NOW 5 SHT. 4
SEE NOTE
3 SHE 4
ASTRAGAL
DETAH H _STRIKE
PLATES TO WINaLAMER•
ASTRAGAL
s
111 * . •. •
• • • •
• • •
••.
•
• • •• •
• • • S • • •
• • • • 00 C
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660
• a s JO /MPERM .• • • •
DETAIL K SILL
RErNFIOLA�
SINGLE DOGR,W/SMOWS ANCHORING LOCATKM4$
ASTRAGAL RETAINER BOLT
HOLES MUST BE DRILLED
THROUGH THE. THRESHOLD
& INTO THE MASONRY
DEEP ENOUGH FOR A 2" THROW
OPTIONAL pm_
RET�T
STRIKE PLATE
PRODUCTREVOMP
womplyMpAIMMINHAN
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3
DM 09/11/01
sou. N.T.S.
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•••. • • • • •.•. • •
•• •
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• • • • • •
• • • ••• •
s • • • • • •
• •• ••'• • •
••• • • • •••
it
4.04
R DRILL TRU FOR
2PLCS
387 "; DIA. ASTRAGAL
RETAINER BOLTS
PL
WWII DS±AMBER 11 WR6 r eras
STEEL, ATE
7.6r"
2.375"
• •
• •
• • •;,
•
•
Ili* • • • • ••• • •,
• •: • .. • • • •
• •• • ••• •'' •- •
•
•.. • • .. • • •. • • • •
• •• •• '• • • •• ••
1- -1.75"
2.521"
TRINITY LITE FRAME
LUPOY EU -5007
1" GLASS FRAME
aL
•• • Q
i"a • •• •
••: -p9 i • •
• 4'x 4 S (EEL DOOR HINGE
.097" THK. STEEL BY PAGER
1.013"
DOOR STEEL ELSE CAP. BOTTOM
.021" ROLL FORMED STEEL
000 La K B LOCK. 1,71" THK i
O rg tiu. BUMPFA LIAg 0
ESH0
LOW PROFILE
.050" EXTRUDED ALUMINUM O
9
3.0"
DRILL TRU
FOR A i8
PFH WOOD
SCREW:2P
2.4375" �' O
LITE FRAME OOL
HP POLYPROPYLENE
(THERMOFIL- P6- 30FM0391)
W 1.75" —I
^--- 2.521 " --- 46
TRINITY LITE FRAME
LUPOY EU-5007
1/2 GLASS FRAME
•a • • •
• • •
• ••
• .91 • •
0a s•• t •
IMPERIAL RAGAL
EXTRUDED: ALUMINUM .075" WALL
ASTRAGAL HAS
n 2 8 .0" L. x 3t2" 01A.
_ .513" —1 .525" 80 TS @ 80TTOM &
COMPRESSION WEATHERSRTEP (2) 8 .0" L. x .312"."
SCHLEGEL 0- LON - ODS 650 - BOLTS ® TOP
ASTRAGAL HAS • •
(1) 4'71A
BOLT 0 TOP •& • • - • •
(1) 9.0" L Sc .312' IRA. •
BOLT 0 BOP1 ► • •••
1.767"1
2s
ASTRAGAL i#/ArGt4Wa(R //
(WR68J T -6063 EXTRUDED ALUMINUM
.25 "- 1— '
tV
11.875"
txuUrx,T w.riow
AoateeswNo
Daft
CONSUir
8 3.659.9197
DAM 09/1 /01
sue: N.T 5
tot. BY: TJ I
aux. Sr: RW
t.9 NOa
S -21
satyr 7> of 7