WS-08-388 iN1DRES p� Miami Shores Village
10050 N.E. 2nd Avenue
• ••• " " " `� Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
�ZdR *i?
Expiration: 09/0612008
Project Address Parcel Number Applicant
150 NW 109 Street 1121360100210
JOSEPH ROBINSON
Miami Shores Village, FL 33138- Block: Lot:
Owner Information Address Phone Cell
JOSEPH ROBINSON 150 NW 109 ST (786)262 -8890
MIAMI SHORES FL 33168 -4317
Contractor(s) Phone Cell Phone Valuation: $ 3,000.00
HOME OWNER
- - - - — - -- Total Sq Feet: 0
Type of Work: WINDOWS /DOORS Available Inspections:
No of Openings: 5 Inspection Ty pe:
Additional Info: IMPACT Final
Classification: Residential Window Door Attachment
Fees Due Amount Total I Amt Paid Amt Due
CCF $1.80
Education Surcharge $0.60 $ 0.00 $ 0.00 $ 0.00
Permit Fee $140.00 L.i
Scanning Fee $12.00 Payment Type:
Technology Fee $3.50
Total: $157.90 _
U*
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.
March 10, 2008
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
Monday, March 10, 2008 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: I NSP -87958 Permit Number: WS -3 -08 -388
Scheduled Inspection Date: April 29, 2010 Permit Type: Windows /Shutters
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: ROBINSON, JOSEPH Work Classification: Window /Door Replacement
Job Address: 150 NW 109 Street
Miami Shores, FL 33168 -4317 Phone Number (786)262 -8890
Parcel Number 112136010021
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
REPLACE 2 WINDOWS 3 FRENCH DOORS INSTALL
NEW WINDOWS SIDE OF THE HOUSE
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP- 82794. CREATED AS
REINSPECTION FOR INSP- 82354. CREATED AS REINSPECTION FOR
INSP- 76765. No one home available for inspection. No access to do window
inspection. 4/23/08 CG
❑ Screws Failed
Screws used on doors and windows are not 3/16 tapcons as required by the
NOA. Check spacing as per the NOA. CG
6/19/08 Front window in apartment is still missing screws at top of window.
Correction ❑ Doors are OK, CG
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
April 28, 2010 For Inspections please call: (305)762 -4949 Page 22 of 22
Rs Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
e
�kTE $
61N
F taxtivA Phone: (305)795 -2204 Fax: (305)756 -8972
orr ,
Inspection Date: 04/29/2008 Permit Type: Windows /Shutters
Inspector: Grande, Claudio
Inspection Type: Final
Owner: ROBINSON, JOSEPH @ rk Classification Window /Door Replacement
Job Address: 150 109 Street NW
Miami Shores Village, FL 33138- Phone Number (786)262 -8890
Parcel Number 1121360100210
Project: <NONE>
Block: Lot:
Contractor: HOME OWNER
Building Department Comments
REPLACE 2 WINDOWS 3 FRENCH DOORS INSTALL
NEW WINDOWS SIDE OF THE HOUSE
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP- 76765. No one home
available for inspection. No access to do window inspection. 4/23/08 CG
Failed
qN Gc1�u -0�S
Correction �^� �d 2S >�6 r 16 r1
�>
Needed &OAfS .17
U
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Monday, April 28, 2008 Page 2 of 2
Inspection Worksheet T _ --------- �----- - - -__�
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
°? Phone: (305)795 -2204 Fax: (305)756 -8972
::.. ..:
t Eti r b ..:.1. . i ..::::::::::::::::::.................:::::::::::::.::.:::::::::::::::::::::::.:::.::::::::: ..... ::.::...:..:...:.
..................................:.:::.:::::::.:::::::::.::::::::::::::..........................::::::::.:::::::.:::::::::::::::::............................... ......................... lr.... W.....
Inspection Date: 04/23/2008 Permit Type: Windows /Shutters
Inspector: Grande, Claudio
Inspection Type: Final
Owner: ROBINSON, JOSEPH Work Classification Window /Door Replacement
Job Address: 150 109 Street NW
Miami Shores Village, FL 33138- Phone Number (786)262 -8890
Parcel Number 1121360100210
Project: <NONE>
Block: Lot:
Contractor: HOME OWNER
Building Department Comments
REPLACE 2 WINDOWS3 FRENCH DOORS INSTALL
NEW WINDOWS SIDE OF THE HOUSE
Inspector Comments
Passed ll
,� ys
Failed
Correction
� U�r
Needed
Re- Inspection
Fee
($
No Additional Inspections can be scheduled until
re- inspection fee is paid .
Tuesday, April 22, 2008 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 B y--
—
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING Permit No. Wsm
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building , Roofing
Phone It _ �i tQ —
Owners Name (Fee Simple Titleholder ) Q
Owner's Address
City / A / 5 h State Zip 3.3 l 4
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name P—A PA P l C R 1 fl (S OL Phone # d D 7 3 7 7
Contractor's Address / S 0 to , Li
City /Y? /` f ko oe) State r L— Zip 3 3
Qualifier Name B0 M f2 1 O tJ R-tZ- Phone #
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 2 Square / Linear Footage Of Work:
Type of Work: QAddition Alteration E]New Repair/Replace ❑ Demolition
Describe Work: ? Q C e- 0 (k) 1 w DP 1O ( S 3 F' OLA 0bof"
I N S - r A N E w U) (11 d 0VD 1 S i _0 .Q Of- 7r(,44 410'..
Submittal Fee $ Permit Fee $ T CJ '`� ' CCF $ • CO /CC
Notary $ Training/Education Fee $ Technology Fee $ 3 .S6
Scanning $ IL Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $ �y p
Structural Review. $ Total Fee Now Due $ I n . I
See Reverse side -�
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 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 pproved and a reinspection fee will be charged.
c-
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of ' 20f!!� by P R T t LV, day of 20 _, by
who is personally known to me or who has produced L. who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC NOTARY PUBLIC -STATE OF FLORIDA
R abens C. Mom NOTARY PUBLIC:
Co (mission # DD564065
Expires: JUNE 14, 2010
Sign: RU ATLANTIC BONDING CO., INC.
Sign: A �
Print: ai Q N S 2 S ca y Z01 Print:
My Commission Expires: 9 My Commission Expires:
APPLICATION APPROVED BY: O Plans Examiner
Engineer
Zoning
(Revised 07/10/07)
This Instrument Pr pal / _ -I ' _3 Y' 1
~ - " - -- - -' -
Name V . S —' { ;Si ±... ..i`..a. S_ii Ft -M1_. =`�: i 6i y_` - iv" __�.!`ii "'_..h�i_.-
Address_j m_ ._
Permit No. w-!1 Tax Folio No.
NOTICE OF COMMENCEMENT
STATE OF
COUNTY OF °F't
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of property, and street address if available
So i1J
-A
`X5 nor" j31
2. General description of improvement: ij rV `7 - A 1 1 J2 9, I M Q W t y f S
A 9 V) e— L&
3. Owner information
a. Name and address: Sp 5 L P 1 2� �3y} 0 5,--o
b. Interest in property:
c. Name and address of fee simple titleholder (if other than owner): hA , r� 1 Kam+ 2 ' j2
4. Contractor:
a. Name and address: �� ( / �� '0 V0
b. Phone number: �}
5. Surety
a. Name and address:
b. Amount of bond $
c. Phone number:
6. Lender
a. Name and address:
b. Phone number:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes:
a. Name and address:
b. Phone number:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section
713.13(1)(b), Florida Statutes:
a. Name and address:
b. Phone number:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is
specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH Y UR LENDER OR AN ATTORNEY BEFORE
TATS OF FLt�,R ^ COMMENCING WORK OR RECORDIIVG.YOUR NOT OF COMME NCEME
A COUNTY OF C�y3 s r p co
` HEAVE 3 r +� t
;
zo
°`;�� to ? Signature ner or Comer's Authorized Officer /Director
W1TrAE» my h _. Partner /Man g r
HAR
V i R Xa of rce:ri any ua�rw x ,
q �•1
I' G' y h 1C't.4tiO Signatory's i e /Office
The foregoing ins was acknowle$g efore me this day of /Y /Z C �/ ?v* (year) by
SO - 5 L Ph f �f33 Y' name of person) as (type of
authority, ...e.g. officer, trustee, attorney in fact) for (name of party on
behalf of whom instrument was executed).
k, ?_IC -STATE OF FLORIDA Signature o Notar Public -State of ida
"bens C. DeSouza Print, Type, or Stamp Commissioned Name of Notary Public
t-' #DD564065
Commission Number
E'-pir JUINE 14, 2010 personally Known �rProduced identificatio
u \llED'iHRU ATLANTIC BONDING CO., INC.
Verification Pursuant to Section 92.525 Florida Statutes
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my
knowledge and belief.
Signature of Natural Person Signing Above
VILLA GE OF MIAMI SHORES
OWNER BUILDER I)TSCLOSURE STATEMENT
NAME: J0's lr '1 .. C A) DATE: c) 3 c) `7 -
ADDRESS: t•J c., 1 j"� M t t►� r ��v FL
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, RS 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.
L 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 or inances and
building regulations in effect at the time of permit application
Initia --
3. I have an understanding of the 2004 FBC & FRC and underst nd 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.
Initial2 --w_
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.
Initial
6. I understand that if I compensate any person or company for work erformed
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.
Initial
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.
Initial
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.
Initial
Was acknowledged before me this N day of 20
BY L) who was personally known to me or who has
Produced there License or D L as identification.
A77
WNER
NOTARY P - CELIC -STATE OF FLORIDA NOTARY
R ibens C. DeSouza
Imission #DD564065
E�.pires; JUNE 14., 20' 0
BONllED TARG ATLANTIC BONDING CO., INC.
•
•••••• • _
V) ••.• •••• • s
V�l I
•• •• •• • ••• ••
•
.. .
.ti Vx -7
,,f\
t ��
Miami Shores Building Depart ent
7 T
Product Approval Schedule / Comparison Chart Address: Z ZO ? ermit No. 6
Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact
or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No
( +) PSF ( -) PSF ( +) PSF ( -) PSF
A/0
OS -/ " 0 - ?. r , 0 1 7
/ W LV I, d ° iI LC) 3 v
I
. .. ... . . . . ..
.
.... ....... .
.. . . . . . . . .
. . . ... . . . .
cr ECG
M1� DADE .
- -- -- - - - - --
MIAMI -DADE COUNTY, FLORIDA
BUILDING CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER BUILDING
PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908
ws & Doors
www.buildina_ c_ odeonline com
res enue
fl rry wnship, PA 16066
s issued under the applicable rules and regulations governing the use of construction materials.
d' n n submitted has been reviewed by Miami -Dade County Product Control Division and accepted,
d ules and Appeals (BORA) to be used in Miami Dade County and other areas where allow
A ority ing Jurisdiction (AHJ). ed'Iry,
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 in
the accepted manner, the manufacturer will inc orm
ur the expense of such testing and the MJ may ifM diatel f i • •; •
revoke, modify, or suspend the use of such product or material within their jurisdiction. •BORA reseAe,% tile riht •
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Ditf4dfi that this pro$uct 0
material fails to meet the requirements of the applicable building code. *0006* 0 This product is approved'as described herein, and has been designed to comply with they' V& Build sn 0 Csotie, • • • • •
including the High Velocity , Hurricane Zone. • • • • .+.. ... i.
DESCRIPTION: Series "Doral 3" Outswing Aluminum Patio Door �� (L.M.I.) �� Ou •
iiiiii
APPROVAL DOCUMENT: Drawing No. 04- 113 -001B, titled "Series Doral 3 • • • • • • • .Q • • i • • • • • •
Door (Large Missile) ", sheets 1 through 6 of 6 > ts'�Ai?�luminum Patio �.
prepared by Frank L. Bennardo, P.E., Inc. ' l �
dated 01/21/04 with revision "1" on 09 /06 105,signed and sealed by Frank L.Bennardo, P:E be n ' ors,
Dade County Product Control Revision stamp with the Notice of Acceptance number and ex iration • • • • • •
*a arin g e. Pte -
Miami -Dade County Product Control Division. pq by
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dane 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 # 04- 0122.17 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 Herminio F. Gonzalez, P.E., Director, BCCO
NOA No OS- 1003.09
Expiration Date: April 22, 2009
Approval Date: January 26, 2006
Page 1
TRACO Windows & Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 04- 113 -001B, titled "Series Doral 3 Outswing Aluminum Patio Door —
(Large Missile). ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E. Inc.
Consulting Engineers, dated 01/21/04 with revision "1" on 09/06/05, signed and
sealed by Frank L. Bennardo, 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
6666
4) Large Missile Impact Test per FBC, TAS 201 - •
5) Cyclic Wind Pressure Loading per FBC, TAS 2}344:
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS'2Q2 94 • • • • • • • • • •
Along with installation diagram of an outswinging aluminum patio'door, prepared by :6009
Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 wkK 0 0 Cimerr m�Lwer : 0 6 • • 0
2, 4, 6, dated 10/29 - 11/25/03, signed and sealed by Vinu J. Abraham, Z. 0000 6 9 : 0 0
"Submitted under NOA# 04- 0122.17"
96 9 66 ' t 666996
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per M,OTAS 202 -94 00
00 000000
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94' 6"
3) Small Missile Impact Test per FBC, TAS 201 -94 0 • : , , 0 , : •' • 0 :
Along with installation diagram of an outswinging aluminum patio door, preplaad
Hurricane Test Laboratory, Inc., Test Report No.00214007 -03 with specimen number
5, dated 11/18- 19/03, signed and sealed by Vinu J. Abraham, P.E.
"Submitted under NOA# 04- 0122.17"
3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
3) Large Missile Impact Test per FBC, TAS 201 -94
Along with installation diagram of an outswinging aluminum patio door, prepared by
Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number
1, dated 10/14- 16/03, signed and sealed by Vinu J. Abraham, P.E.
"Submitted under NOA# 04- 0122.17"
C. CALCULATIONS
1. Revised Anchor Calculation and Structural analysis, prepared by Frank L. Bernardo,
P.E. Consulting Engineer, dated 09/06/05, signed and sealed by Frank L. Bernardo,
P.E.
Complies with ASTM E1300 -98,
No 1/3 stress increase used in anchors into T sonry r st subs rate
Herminio F. Gonzalez, P.E.
Director, Building Code Compliance Office
NOA No 05- 1003.09
Expiration Date: April 22, 2009
Approval Date: January 26, 2006
E -1
TRACO Windows & Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc." for "SaflexlIG PVB
Interlayer for Laminated Glass" dated 05/17/01, expiring on 05/21/06.
F. STATEMENTS
1. Statement letter of code compliance and no financial interest, dated 09/06/05, signed
and sealed by Frank L. Bennardo, P.E.
G. STATEMENTS • • • •
1. Letter from consultant, dated 12/06/05, stating that the product is iV j co * Tpliancq with •
the Florida Building Code (FBC). •
0000.. .. .. 0000..
2. Notice of Acceptance No. 04. 0122.17, issued to TRACO Windows d- Doors, fortheir •
0000..
"Series Doral Outswing Patio Door (L.M.I.) ", approved on 04/22(Q4 Md expiri'rig6p •
04/22/09. '••' •••• •••••
0000.. 0000 0000.
. .
.. .. .. . 0000..
0000..
0000.0
0000 . 0
.. 0000..
.. . 00 0 0 0
0 0
00 0
Herminio F. Gonzalez, P.E.
Director, Building Code Compliance Office
NOA No 05- 1003.09
Expiration Date: April 22, 2009
Approval Date: January 26, 2006
E -2
USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD a ? �? ?
DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD O (7 = LL rc
TYPICAL LEAF PANEL WIDTH LEAF PANEL WIDTH ANCHOR DESIGN. � W R Z w
ANCHOR (36" MAX) (36" MAX) 12 z Z o 0
MAX 3. POSITIVE AND NEGATIVE DESIGN PRESSURES t 2
TYP CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE 00 $ m
6" MAX DETERMINED BY OTHERS ON A JOB- SPECIFIC BASIS IN Y Z Q & k
ACCORDANCE WITH THE GOVERNING CODE. Z O 0
4. THE DOOR SYSTEM DETAILED HEREIN HAS BEEN TESTED `L U a ¢I 0
PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, &
TAS -203 AS REFERENCED IN TEST REPORT #0021- 1007 -03 BY
z / \ HURRICANE TEST LABORATORY (HTL).
a
d ( ,5 — A 5. THE DOOR SYSTEM DETAILED HEREIN IS GENERIC AND
a n ° x DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR o
8 a SITE CONDITIONS DIFFERENT FROM THE CONDITIONS ° o
/ \ DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
I _ ARCHITECT SHALL APPLY FOR ONE -TIME APPROVAL AND ' a n J
$ rn / 2 \ PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN o > d
a(r 6 ° CONJUNCTION WITH THIS DOCUMENT. Q 1 o Z f
s = ° � a Q1t wZ.
9 � m 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE E 3 r 3
= o o O J X X lJ EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 300° m g
w v WOOD BUCKS (NOT BY TRACO) SHALL BE ANCHORED E ^ a =
s � — , CD
a PROPERLY TO TRANSFER LOADS TO THE EXISTING
< w STRUCTURE.
5 N \ / 7. DOORS PANELS GLAZED WITH 7/16" LAMINATED GLASS o
g a ARE LARGE MISSILE IMPACT APPROVED. NO PROTECTION
w
o m \ / REQUIRED FOR ALL INSTALLATIONS.
s' �
° a 8. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE
8 a ¢ PAINTED OR PLATED. n r
� II �g I
%/
XCL
ar
/
A' EXTERIOR ELEVATION: SNAP - MULLION SIDELITES 0 6 0 • •; 0 00 • • • •.
AS SHOWN, OR OXX, XXO, OXO, XO, OX, or XX CONFIG DESIGN PRESSURES ' 04- 113 -0018
USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN g vncescu�:
(N.T.S.) • 0 0 +55 / -60 PSF °E "'""°" ,
• • • • • • • e • • • ¢w
• • • • • • •
s
• •• •• • • • •• ••
••• • • • ••• • •
092712006 264M Ar dM FA01 Proled FWTrarW004.1abs%Traoo Dwe 3 OulswIng Dam LaMa MISMa (04113-001b)104.113-001b Tr DOW 3 OubwNq Doer • SION9es Daps Mile) rer9.3dg
OVERALL FRAME HEIGHT (96" MAX)
SIDELITE D.L. OPG,
TYP. JAMB FASTENING CONFIGURATION, AS SHOWN
rn
W -P
LEAF D.L. OPG.
cn M
�m
U) U)
xx
y'4o rn
v � 0 m
NX� I I
x
iA Z x G
ox O /
Z
� / \ // X \� 1 \
x C
ox 01 I a I I
z X rp I
o� 3 I e I
x 0 C I I
F -
0
0
m21 z
ul Ul) X /
D �R
In v /
o
Z
0000•• 0000 • • \ / \ I I N
• • 0000•• \ � ,
•
0000•• • of •• •• O
IF • • • • •
0000•
x
•s•• 0000•• 11 �a
' ••A•• 0000 0000 \\ � _
• • 0000 0000
0000••
• • ••• 6 „
0000•• •• •• • ••• AMAX
• • • TYP CO
'
000000 •• •• m • 6: MAX TYP. �{ �X
• • • M-1
(l) z �—
T
m gibin \) N
0 Lo
C ? Z — A \
xxx
Ln
DDD r rr
v1 z IN �.
T T 1 304 N
V) �'
out ° Z I
_op G \ n��
'•z� v ; gym
D N / X `
o nD
z H �\ — m x z
a o r- c
p -O O] x p D
inZW r nm> wor�Tl
Rw - 1 0- a �o ° m \ �c�
0 rn
RA
? V A O 0 m = �p
F 0 C
s¢ t m
v
9 O REMARKS DRWN CHID DATE
4 T O
g ORIGUL MEH Re o121ro4 l � FRANK L. BENNARDO, P.I
10MRec FL9 o9iosas CONSUL ENGIN
F Windows &Doors Inc.
I \� F 71 Progress Avenue 4441 NORTH DIXIE HIG/
O W Cranberry Township, PA 16266 B(Z)C^ RATON, FL 3
O SERIES DORAL 3 (581) 391 -2888 FAX: (681) 39
F+ OUrSWING ALUMINUM PATIO DOOR WWW.FLBENGINEERING
W (LARGE MISSILE) CERTIFICATE OF AUTHORIZATIOI
,�. ,"nn, .>nim oI iivJiNLLCK (UP I ZONAL I X OR 2X d 2 (g C7 O 5
I I� 1 5/ \ u WOOD BOOK NOT O I LL m W F
u J ALL SCREW HEADS TO SHOWN ( Z W n
g 28 BE SEALED BY INSTALLER ALL SCREW HEADS TO BE SEALED BY I U 0 0 ?
TYP. AT HEAD AND SILL. INSTALLER TYP. AT JAMB. 6 Q Z Z
III
LUSHBOLT ACTIVATION 00 J C m w
2 LEVER ON INSIDE TOP Z) 0 Q
16 AND BOTTOM AT ACTIVE ]C V) Z Q n LL
PANEL I O 0 rc
LL v III
w
8 I 7 I n
25
17 28
EMBKD
z GLAZING o
Llj
3 12 _ of a.)
c¢ d 0 f n
Q C oaf
12
18 O SEE ANCHOR
Z < �P3 fw
° I 20 1 9 NOTES 'TOR Q F z
0 ANCHOR TYPES o a w a
i--i 4 AND
s PERIMETER SEAL iEMBEDMENT. 9 z
Lu EXTERIOR TYP. BY OTHERS 21 SEE ELEVATION 3 u`
N
FOR LOCATIONS 5
x & SPACING. O
W
FRAME WIDTH 1/4"
MASONRY OPENING
27
$ NO SILL RISER X71 ASTRAGAL DETAIL 3 JAMB DETAIL
28 26 REQ'D WHEN SNAP L HALF SCALE HALF SCALE T
MULLION IS USED.
5
8 ANCHOR NOTES
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
FIELD RECOMMENDATIONS.
8 28 APPLIED 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER
SEAL WALL FINISH. • • • • • • • • • • • •
3. BASE MATERIAL SHl%LL BE WOOD( =b. O G EA EnPECIFIC GRAVITY),
s - -- GROUT - FILLED BLOCK (% N 200Q i CbnRaSIJE fj2 IVGTIj FOR GROUT), OR CONCRETE S
" SEE ANCHOR NOTES FOR I G (MIN 3000 PSI). • • a .
ANCHOR TYPES AND pn � FROSTING 4. SEE EXTERIOR EL ONN$$ R IZI��IOR WtAT:OPj AMR SPACING. Iraoaxrpev�olo
EMBEDMENT. SEE ELEVATION STRUCTURE 5. ENSURE MINIMUM DISTANCE FOR ALL ANCHORS INTO GROUT - FILLED rwlyYa•Y�IbbIUs
FOR LOCATIONS & SPACING. 41 BLOCK OR CONCRETE, AND MINIMUM OF 1 -1/2" EDGE DISTANCE FOR ALL WOOD ANCHORS. rMli�ite - 04-113-001B
6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: ��•w PAGE SCALE,
DE9GRMTgN:
SECTION OF RESIDENTIAL DOOR TO 2x WOOD BUCK OP*W00D•SfRUCTURE WO CONC OR GROUT -FILLED BLOCK
-� HALF SCALE #12 SMS, 3/16 OR ! /4'rTAPCO►15 (ITS! OR • (DIRECTLY OR T RU x OR 2x WOOD BUCK) A
ELCO) WITH 1 -1/2" MINIMUM EAIBEDMRNT! • 3/16" OR "1 T C NS (ITW OR ElCO) Oosbd
• • • • • • • WjTH - * MI M EMBEDMENT TO D1i
9 • • • • • • • • • • `6ONC ORjF"UT- FILLED BLOCK.
• • • • • • • • • •
• •• •• • • • •• ••
d o o — n� z
U SEE ANCHOR p� w W w
NOTES FOR Q U-5 X Z •' Z
4 O ANCHOR TYPES Z U' O O o
AND z Z I (-
Z
EMBEDMENT. m J K m
lv FOR LOCATIONS J' O < m J
`L In Z 0 u-
O 18 O & SPACING. ¢ 0 4 m � 5
20 19 4 1/4" SHIM MAX BY INSTALLER LL 52
� ° d
EXTERIOR PERIMETER SEAL
21 BY OTHERS 1/4" SHIM MAX
4 FRAME WIDTH FRAME WIDTH BY INSTALLER o
8 z MASONRY OPENING
o =
12 5a SECTION OF SNAP - MULLION SIDELITE a s
a w HALF SCALE O 8< O r N
O Q 12 �>u3 vifw
R
/ STRUCTURE 3 E 1 w
6 (OPTIONAL 1 X OR 2X ALL SCREW HEADS TO BE SEALED SOOOtDBUCKNOr 5� z
#8 x 2112` PH SMS SEE BY INSTALLER TYR. AT JAMB. 3 u 5
ELEV. FOR LOCATION G o
Lu
2
0 ALL SCREW HEADS EMBED
g W TO BE SEALED BY 7
o INSTALLER TYP. AT 25 28
HEAD AND SILL.
77
a
$ SEE ANCHOR 98
NOTES FOR
ANCHOR TYPES 9
o _ _ AND
1 EMBEDMENT.
I 6 � SEE ELEVATION m
15 f FOR LOCATIONS
f & SPACING.
20 18 Q
s SEE ANCIYR NOTES F0 ° • • • • • 0 • • • • • • PERIMETER SEAL tAO�IK,q
ANCHOR. TYPES AND m EXISTING EXTERIOR • • • • • • ���
EMBEDMENT. SEE ELEVATION STRUCTURE BY ERS
FRAME WIDTH • • • • 2•• • • • FRAME WIDTH
CATIONS & SPACING . w �, �A"wiillaft -113 -0016
FOR LO I,
STRUCTURE { vncE SCALE
(OPTIONAL IX oescwvngr.
�� SECTION OF SIDELITE OR 2X WOOD MASONRY •OPENING BUCK NO
HALF SCALE SHOWN) T • • • • s • • • • • • • FII�f 0•�
4 SE+C,�fIQIV =OE - `lICE.nJ[J-I%N TMLITE
U HALF SICAME • • • • • • •
••• • • • • ••• • •
• • • • • • • • • •
l7 = J
oZ W W�
\1 / DOORFRAME
7SI ZZ O O Z LEAF TOP /BOTTOM m F m W CORNER I m U) 0
Y Z z° 0 ' 0 LL BOI T FRAME TOP
ANND A00 LIO NRNER
6 6�
p / b
8 � i
_ ° m
°s E
S 12" MAX TYP ¢'
s 6" MAX TYP
4d Q 1 2
GLAZING INSERT
CORNER tl ^ c rn Z g
DOOR FRAME
BOTTOM CORNER U
d O
o X
€ Q
o s
$ SEALANTS: a � c 8
ALL FRAME AND LEAF CORNERS, INSTALLATION SCREWS
AT SILL AND JAMBS AND BOTTOM GLAZING BEAD SHALL x 9
BE SEALED WITH SCHEE MOREHEAD 5504 SEALANT, e
$ g x
g HINGES:
4" LONG ALUM. BUTT HINGES WITH .312 DIA X 2 -1/2" a
ALUM PIN, BRASS SPACER AND NYLON CAPS AT 3 1/2"
$ FROM TOP & BOTTOM AND AT MIDSPAN
a •• ••• • • • • • .
LOCKS: • • s • • • • •
t STANDARD STEEL THROW BOLT LOCK, KEY OPERA D ON • • 0 0 • • • • - r��� MITI I
EXTERIOR AND THUMB TURN ON INTERIOR 39 1/2 WOM • • • • • • • � ���
BOTTOM AT ACTIVE LEAF LOCK STILE • • 000
• • • • • • rr�,rrr���
�r .+.r - 04- 113 -001B
CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR Rg11iMs• P AGE SCAE
HANDLE AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN o CRIPTM:
f Deh et CoauA
r
SID ELITE FRAME TOP STANDARD FLUSH BOLTS, MANUALLY OPERA SIT • • • 2 .1R R
Ml
AND BOTTOM TOM CORNER AND BOTTOM OF EACH ACTIVE AND INACTIVri LEAF o • • • • G I INSE FAS7E R ACING DM.FwI
• • • • • • • • • • ' /
••• • • • ••• • •
z am
..�� 6063 -T5 ALUMAX OR EQUIV, O C7 i 2
o w w
6 050 -292 1/ S7DEll7E ATRIUM FRAME JAMB 6063 - 75 71F70N OR EQUIV. 0,078 0.500 Z o 0 0 z
LL 0 <
7 051 -394 2/ LEAF RESIDENTIAL DOOR PANEL VERTICAL STILE 6063 -T5 TIFTON OR EQIV. W ? I I- m z LL
m
8 050 -455 1/ LEAF GAP CLOSURE 6063 -T5 TIFTON OR EQUIV. 7 00 m
LL
9 1.500 4.000 i z
Z
�O p0�
10 H -1006 AS READ. 2" X 4" TUBE MULLION 6063 -T5 TRECO OR EQUIV. LL U
11 050 -124 AS READ. 1" x 1 1/4" X 1/8" ANGLE LUMINU - �---- 3.500
°� 12 050 -764 AS REQD. GLAZING BEAD 6063 -T6 TIF70N OR EQUIV. DOOR FRAME JAMB
13 012 -00 -401 AS REQD. #10 X 1/2" FLAT HEAD SCREW - -
0
14 AS REQD. - 1/8" SHIM PLASTIC -
15 - 8/ FRAME X10 X 1" DOOR FRAME ASSEMBLY SCREW - - 1.057 1.750 - --i
1.750
16 007- 14 -039A AS READ. DOOR HANDLE - MARBOLLO 1 -T 1,625
ca r 'a
17 - 4/ LEAF 1/2" SELF LOCK NUT STEEL - 0.091 0,9`75 V c i
$ 18 - 2/ LEAF 1/2" R00 (2 X PANELS) STEEL - 0.078
19 - 4 LEAF i 2 FLAT WASHER STEEL
/ " / SILL RISER as a
$ 20 - 4/ LEAF 112" REGULAR NUT - -
21 051 -181 3/ LEAF HINGES - _ 4.000 0.0 ' -},- -� - 0.580 5.000
22 007 - 10 - 051 21 LEAF STANDARD FLUSH BOLT - - ` I I - � 0 U o
9 23 - 4 $8 x 1/2" SMS 07 i 0 �� 0,875
24 20 -4164 AS REQD. BULB VINYL VINYL �L —J-.. p,p78
9 25 1 - 4/ LEAF BLOCK ROD GUIDE - - GLAZING
26 050 -10 -765 1 SILL RISER ALUMINUN SILL RISER BEAD
<�
8 27 - 1/ LEAF 1 X .050 ALUM BAR (BETWEEN VERTICALS) ALUMJNUb DOOR STILE g s
4 DOOR TOP/
28 047 -10 -014 AS REQD. FIN SEAL WEATHER- STRIPPING - - BOTTOM RAIL
0.652
0.795 0—.770 -5
q a 1,750 4.000--- I
a 0.530- 3.950 • • • •, • • • • • •
• GAP CLOSURE
g 0.062 • • • • • • l I e l l.
?��JI�L_�0.?062�J TYP • 0.063 • • • • • • • • '�
1187 S2 U 1.250 • • • • • • • • • �YMY
r 0.125 3,500 _ j N 04- 113 -OO1B
GLAZING er oE>�RI��:
SUBFRAME THRESHOLD H -1006 �"UeE:MUt'LIpj*: :.•o'7e: 0.500T uwdw
•• • •
*DOOR STOP
00 . . . . . . . . . UO
• • • • • • • • • •
• • • • • • • • • • • • •
••• • • ••• • •
MIAMI -DADS MIAMI DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA) _
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 AHD 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 "Coastal -240" Aluminum Single Hung Window — Impact Resistant 0000
APPROVAL DOCUMENT: Drawing No. W99 -62, dated 01/13/03, titled "Coastal -240 hPagt- Single 1MV • • • • ; •
Window ", sheets 1 through 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, sigd4d afld se4O 11y
Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Approval stamp%hulie Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division...... 0 % • • • •
0000 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,•Citf,%ate anti' ; • ; ' • "'
following statement: "Miami -Dade County Product Control Approved", unless otherwise noUd hbrein. • • ":
0. j
RENEWAL of this NOA shall be considered after a renewal application has been filed an4t as bee4 W.
change in the applicable building code negatively affecting the performance of this product. 0 0 0 .
. . . .
TERMINATION of this NOA will occur after the expiration date or if there has been a revision dr chang�"ip'tpe 0000. . .
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorscment 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 # 99- 1028.06 and consists of this page 1 as well as approval document
mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
Aoft NOA No 02- 1120.03
a Expiration Date: March 17, 2008
Approval Date: February 6, 2003
Page 1
TRACO Security Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W99 -62, Sheets 1 through 3 of 3, titled "Coastal -240 Impact Single
Hung Window ", prepared by Frank L. Bennardo, P.E., dated 01/13/03, signed and
sealed by Frank L. Bennardo, 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
4) Large Missile Impact Test per SFBC, PA 201 -94
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 an 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. Mehner, P.E.
and Henry Hattem, P.E. With addendum letter dated 2/23/00, signed and sealed
by William R. Meaner, P.E.
2. Test reports on 1) Air Infiltration Test, per PA 202 -94
2 Uniform Static Air Pressure Test Loading er PA 202 -94 • ° ° ° ° •
3) Water Resistance Test, per PA 202 -94 •,.' .'
4) Large Missile Impact Test per SFBC, PA 201- 94..... '..'.: ....:.
5) Cyclic Wind Pressure Loading per SFBC, PA 2MA4 •
6) Forced Entry Test, per AAMA 1302.5 and PA 2OT- 94
along with marked -up drawings and installation diagram of an aluminum single •
hung window, prepared by Fenestration Testing Laboratory, Inc.,. J%q Report%; ; • • • • • •
FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Miitraui P.E.
C. CALCULATIONS: ° ° ° ° •
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 calculations, sheets 1 thru 6 of 6, prepared by Frank L. Bennardo, P.E.
Consulting Engineer, dated December 30, 2002, signed and sealed by Frank L.
Bennardo, P.E.
anuel Per
Product Control E andn .
NOA No 02 -1 .03
Expiration Date: March 17, 2008
Approval Date: February 6, 2003
E -1
TRACO Security Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
D. MATERIAL CERTIFICATION:
1. Notice of Acceptance No. 97- 0731.15 issued to Elco Industries, Inc. for "Tapcon
Concrete Anchors" dated 01/08/98, expiring on 01/08/01.
2. Notice of Acceptance No. 98- 0728.05 issued to Solutia, Inc. for "Saflex IIIG
PVB Polyvinyl Butyral Interlayer" dated 08/27/98, expiring on 05/21/01.
3. Notice of Acceptance No. 96- 0924.06 issued to E. I. DuPont DeNemours for
"Laminated Glass with Butacite® as Interlayer" dated 12/11/97, expiring on
12/11/00
E. STATEMENTS:
1. Statement letter of conformance and re- certification, also notifying previous
engineer his intent of taking over his previous work, complying with Section
61G15- 27.001 of the Florida Administrative Code, signed by Frank L. Bennardo,
P.E.
2. Statement letter of no financial interest, November 14, 2002, signed and sealed by
Frank L. Bennardo, P.E.
3. Letter requesting a revision consisting of an engineer change only and a renewal,
dated 10/28/02, signed by Scott A. Kennedy.
0000
0000 0000..
F. OTHER '
1. Notice of Acceptance No. 99- 1028.06, issued to TRACO Securil;Ll dows W.'.:
Doors, Inc. for their Series "Coastal -240" Aluminum Single Hung4kidow — •
Impact Resistant, approved on 03/17/00 and expiring on 03/17/03 0.0 000000 '
0000 0000 0000.
60600• . 606 0000.
06 60 00 . 0666.9
66..6. s
6 6 0066 0000..
0000
0 .60..0
.0 . 06 0
6. .
Manuel Perez,
&�� Product Control Exa n
NOA No 02 -11 .03
Expiration Date: March 17, 2008
Approval Date: February 6, 2003
E -2
• • • • • • • • • •
m4 5/16' INAL 11Y4 I - ' - • i i� -,�• • 44 19_1/8• 62.0 62,0 W
LAM✓;� /y y�g� 0 �$ 6• 38� ID3f6 Ju J� : �'• 5�.
37
• ,•! 26-1/2" 38 -3/8' 62.0 62.0 O 7
v i� � 04' 'i • f • yt�. • • 'iis' ° (4) 62.0 62.0
4 8j� .
' 53 -1 /8 620 62.0 ZZ i0 W
19 -1/8" 62.0 62.0 R1 X z
Z
W_ 5 IO�fi 91xfi ll�(6 Q O
s 5�4 l - J } a�• B 26 -1/2" 50 -5/8" 62.0 62.0 (O S 4 NYC
16 4' 6 6 y4' 6yi 6y• 37" (6) 62.0 82.0 J-3 IC (a
^ ? 53 -1/8 62.0 62.0 ,a[� Z Q T J
s ' W '�" la ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS 19 -1/B" s2.o 62.0 y Ik
^ m QQyy NOTEt ANCHOR SPACING MAY BE ROUNDED TO THE NEAREST FULL INCH 26 - 2" a m m
= C,�'�, / 57" 62.0 62.0 �9
m z ^� o / 37" (7) 62.0 62.0
J
j ra 14 SEE CHART FOR 53 -1/8 62.0 62.0
C NO. OF ANCHORS 19 -1/8" 62.0 62.0
PER JAMB
�6y4 MAX. 26 -1/2" 63" 62.0 62.0 LD
rYP. TYPICAL ANCHORS: 37" (7) '62.0 62.0
#10 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 53 -1/8 62.0 62.0 p Z H7
' 1 13 1/2' MAX. 1 -3/6" MIN. PENETRATION INTO WOOD 19 -1 /s' 62.0 62.0 z_ I
r---�I HEAD /SILL 74 -1/4" N
3/16" TAPCONS (BY ELCO) OR - 26 -1/2" 62.0 62.0
EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. 37" (7)
47 1 /B' 62.0 62.0 CD 0
D,L,O.<VENT) INTO 2BY WOOD BUCKS OR WOOD STRUCTURE r NUMBER IN PARENTHESIS INDICATES # OF ANCHORS PER JAMB. 0
sD t 1 -3/8" MIN. PENETRATION INTO WOOD 2 Q
vENr wiDTH 3/16" TAPCONS (BY ELCO) OR (n
EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. W
53 4' MAX, LARGE MISSILE IMPACT RESISTANT WINDOWS Z 0 a '
WINDOW WIDTH THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY In c� S
SHUTTERS NOT REQUIRED Z
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SHUTTERS Z W cn
TYPICAL ELEVATION L) > Z 0
TESTED UNIT SEALANTS: Q Q � 0
}}.
FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. NOTES: p 0
m F_ [(j i
1, THIS STRUCTURE IS DESIGNED AS PER THE FLORIDA BUILDING CC (f) 1/8" ANN. GLASS 1 /8" ANN, GLASS CODE 2001 EDITION. ALSO FOR WIND LOADS AS PER O ::D W >-
ASCE 7 -98 USING CORRESPONDING LOADS. d- U � Q' r
.090 INTERLAYER SAFLEX PVS .090 INTERLAYER BUTACITE PVB 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER N W 0 � .-.
LAMINATED BY 'SOLUTIA' MFG. BY 'DUPONT' LOADS TO THE STRUCTURE. 0 W
1/8" ANN. GLASS 1/8" ANN. GLASS 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 0 Z v
SILICONE - SILICONE ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DOW CORNING 1199 DOW CORNING 1199 DRESSING OR STUCCO. Q Q Q J
C ��rJ H
17 I I > W 17 14 fxevlslcNs
z° I I z I I I
s vi z r
,aop 8 13 m 8 13
12 12
APprmvtd r �P�E wdA foe
Pbrlda 8lddl®B ' •:
5/16" OVERALL LAM. ANN. GLASS 5/16" OVERALL LAM. ANN. GLASS p _
LAMINATED BY 'GUARDIAN' LAMINATED BY TEMPGLASS SHEET:
GLAZING OPTIONS pdamLDede rodwR on9rol I OF 3
I
. . . . . . . . . .
• • • • • • • • • •
078 • ••• • • •• • 937 r O� xl_ U
�r , �� • • • • •
• . • • • • (K- zap?
s• • • • • ••• •• 3 L WLLm L
0
0 m
z
.935 1.172 d� a
2.625 ,062
1.750 yp 5 J IL
t40S 1,569 z� X U m 4
LATCH
I�L020 � � m
�1.631 683
FRAME TOP CORNER VENT TOP CORNER
MEETING RAIL
125 875
[ - 1.859- 1 t0 O Z
3 M
.562 GLAS52�'OP I CO
1.312
.062 TYP. 2.062 y� 1.250 �1 i �c = 0 �
71 Q 0-
.078 J 3: cn
�
e l � w .875 2.781 2.374 � 0 BOTTOM VENT TOP RAIL .062 TYP. 1.281 F- L�.I In
U 3�: > Z
1.625 Q Q O
V) °
I — � cn
rL t.7so --I VENT BOTTOM CORNER CD U � >
2.625
2.623 J (n o L'i N
1.930 .062 TYP, FRAME JAMB Q � m v
2.987
FRAME BOTOM CORN R Q d Q
--I I ft: ,937 062 � � LJ
TYP. T V vl8loras
BOTTOM VENT BOTTOM RAIL
2.772
1 -- { .094
.078
Approved as complyingwph the
.937 ,062 TYP. X80 2 pbride DuNt3og `
Date Q
NoAa SHEET:
�--- -- -2.797 Niaml Daae rmaaa 3 OF 3
.7$3 I'� Y
SASH SIDE RAIL FRAME SILL Dy DRS: wel3 -
t5l 00,
.. .• % ..
. ..•.... ....
•
. ... • ... . .
rA .nu•mynrv• mli • oun -io w-. • u
O 12 B 050 -- 00-5 9 P 6063 -T6 - lu 9 012- 00 -8'5 /RAt,I� A E LY CR • #8 X 1' PHPH SMS z 10 012 -00 -835 VENT ASSEMBLY SCREW #8 X 1" PHPH SMS Z W W
zlu
t 1 046 -00 -098 W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q -LON .375 X .190 12 048 -16 -102 SETTING BLOCK .10" X .30 X 1 -5/8 LONG 5 FROM ENDS & AT MIDSPAN mZ f 13 - GLAZING COMPOUND SILICONE DOW 1199 1J a '
a II 14 007 -10 -016 2 SWEEP LOCK (AT 6 -3/4" FROM ENDS) ZINC CASq MARBOLLO INT. �tp z U
° 15 046 -16 -030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5/8 BOX)
J 16 050 -00 -718 1 SNAP LATCH 3 LONG W/ SPRING 6063 -T5 AT MID WIDTH V
17 046 -00 -010 AS REDD. BULB VINYL WIBORG
16 - - - - -
I
I I t7
19 - - - - - LO
8 20 047 - 00-015 AS READ. FIN SEAL PILE AMESBURY 180X150 OR EQUN. O U �
13 II 14 21 012 -00 -130 4 MTG. RAIL ASSEMBLY SCREW #10 X 1" PHPH SMS Q Z �
4 Z
12 TYPICAL ANCHORS cn (D
0 21 SEE ELEV. FOR SPACING O
Q
1" 1i4; MAX. O Lo
A'i O SHIN JANDS
2
10 VENT WIDTH LL1 0-
W 7 �I 72 1BY OR 2BY D,L. OPG. J
ry �� l l l l 1 t i- W000 BUCK O z j
zt _ o =
U) 6
WINDOW HEIGHT - i i i 20 .t . "' F- z W V)
D.L. OPG 1 - - - - -. - � U) O
V NT HEIGHT I �' _ _ _ _ -' �' In �
z I I 16 �I I� I 8 D a c U LJ
w 1 <. cV Cw ^�
6 11 = I Q O m
10 12 -- - SCREEN 0. . Q Q r J
Ld
3 D.L. OPG,
11 as WINDOW WIDTH - REVIBILTlB
EXTERIOR
F _ d L
Approved ae complYaB with the
A I I NOAN
M_Iaml ade Pra{act ' SHEET:
`
41YPICAL ANCHORS ^ TYPICAL ANCHORS iBY OR 2BY O 2 3
SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING - WOOD BUCK DRr: U199 -62
° }t Inspection Worksheet
Miami Shores Village
c. o
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 06119/2008 Permit Type: Windows /Shutters
Inspector: Grande, Claudio Inspection Type: Final
Owner: ROBINSON, JOSEPH Work Classification: Window /Door Replacement
Job Address: 150 109 Street NW
Miami Shores Village, FL 33138- Phone Number (786)262 -8890
Parcel Number 1121360100210
Project: <NONE>
Block: Lot:
Contractor: HOME OWNER
Building Department Comments
REPLACE 2 WINDOWS 3 FRENCH DOORS INSTALL
NEW WINDOWS SIDE OF THE HOUSE
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP- 82354. CREATED AS
A/1 4 11 REINSPECTION FOR INSP- 76765. No one home available for
inspection. No access to do window inspection. 4/23/08 CG
4/29/08
Failed nwl Screws used on doors and windows are not 3/16 tapcons as required by
the NOA. Check spacing as per the NOA. CG
Correction �-
Needed
Re- Inspection
Fee � 1 �--
($75) D o d its
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Wednesday, June 18, 2008 Page 1 of 2