RC-13-1424Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 195075 Permit Number: RC -6 -13 -1424
Scheduled Inspection Date: July 12, 2013
Inspector: Rodriguez, Jorge
Owner: MEADOR, STEPHEN
Job Address: 429 NE 102 Street
Miami Shores, FL 33138 -2452
Project: <NONE>
Contractor: ORONI INC
Permit Type: Residential Construction
Inspection Type: Final Building
Work Classification: Alteration
Phone Number (305)693 -8782
Parcel Number 1132060170790
Phone: (305)685 -0412
Building Department Comments
REPLACE GLASS BLOCK WITH A WINDOW
Infractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
July 12, 2013
For Inspections please call: (305)762 -4949
Page 21 of 23
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 429 NE 102nd Street
JUN 2 4 2113
FBC 20 1
Permit No.
Master Permit Noll 3 2�
ROOFING
City: Miami Shores County: Miami Dade zip: 33138
Folio/Parcel #: Lot 16 BLK 92 Amd Plat of Miami Shores Sec 4 PB 15 -14
Is the Building Historically Designated: Yes NO X
Flood Zone: D,X
OWNER: Name (Fee Simple Titleholder): Stephen S Meador Phone #: 305 - 613 -0699
Address:429 NE 102nd Street
City: Miami Shores State: FL zip: 33138
Tenant/Lessee Name: Phone #:
Email: smeador @cablespeed.com
CONTRACTOR: Company Name: Oroni Inc Phone #: 305- 685 -0412
Address: 14040 NW 6th Court
City: North Miami State: FL zip: 33168
Qualifier Name: Phone #:
State Certification or Registration #: CBC1251654 Certificate of Competency #:
Contact Phone #: Rolando Iglesias Email Address: roly2121@gmail.com
DESIGNER: Architect/Engineer: Paul Pineda, SE, PE 61808 Phone #: 305 - 385 -2523
Value of Work for this Permit: $ 1074 Square/Linear Footage of Work: 6 sq ft
Type of Work: ❑Addition OAlteration ❑New epair/Replace ODemolition
Description of Work: Replace existing glass block window with hurr cane resistant glass block window
v4.iNdi E110 17aly Ore-A.94-04 t 06-r e0 8g_ -kixo.t,/Ft
Color thru tile:
* * * **** * *:x* * ** * * * ** * **** * * ** *** * *Feesx *********: * * ** * ** * ** * * * **** *** * * * * *** ****
Submittal Fee $ 0 Permit Fee $ 1/69 CCF $ CO /CC $
Scanning Fee $ �''��""'' �� Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ o.. �-..
TOTAL FEE NOW DUE $ ( °
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, 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 a reinspection fee will be charged.
Signature
Owner or Agent �1
The foregoing instrument was acknowledged before me this '7
day of TONE" , 20 l 3 byi `/E9HI'`I hi(ti-
who is personally known to me or who has produced Cf� who is rsonally know a or who has produced '
as identification and who did take an oath.
NOTARY PUBLIC:
Sign
Contractor n
The foregoing instrument was acknowledged before me this i
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Pittsburgh Corning Corporation
800 Presque Isle Drive
Pittsburgh, PA 15239
SCOPE:
K., I 3- '12'i
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
k s ' DA 33130 -1563
x'.01 + .' (305) 372 -6339
WI MI
ade. o Ibuiid' + 'code
This .NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ),
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: KWIK'N EZ Rigid Track Silicone System with 'THICKSET Series 90 Glass Block
APPROVAL DOCUMENT: Drawing No. KE, titled "KWiK'N EZ Rigid Track Silicone System with
THICKSET 90 Series Glass Block" sheets 1 and 2 of 2, dated 01/15/04, prepared by Pittsburgh Coming
Corporation, signed and sealed by Carol D. Hays, Ph.D., P.,E., 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: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement; "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 04- 0301.01 and consists of this page 1 and evidence page E -I, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrora, P.E.
NOA No. 10-0422.02
Expiration Date: December 01, 2015
Approval Date: September 01, 2010
Page 1
Pittsburgh Corning Corporation
NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED
A. DRAWINGS
I. Drawing KE, titled "KWiK'N EZ Rigid Track Silicone System with THICKSET 90
Series Glass Block" sheets 1 and 2 of 2, dated 01/15/04, prepared by Pittsburgh
Corning Corporation, signed and sealed by Carol D. Hays, Ph.D., P.E.
B. TESTS "Submitted under NOA # 04-0301.01"
I. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifotin Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of Series/Model 8" x 8" x 4"
THICKSET 90 glass block assembly", prepared by Architectural Testing, Inc., Test Report
No 01-44639.03, dated 12/02/03, signed and sealed by Joseph A. Reed, P.E.
C. CALCULATIONS "Submitted under NOA # 04-0301.01"
1. Calculations prepared by Engineering Analytics, Inc, sheets 1 through 4, of Thickset
Series Fasteners, dated 05102105, signed and sealed by Carol D. Hays, P.E.
D. QUALITY ASSURANCE
I. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No 05-0912.08, issued to Quaker Plastic Corporation, for
their Silicon Extrusions used with Glass Block, approved on 12/01/05 and expiring on
12/01/10.
F. STATEMENTS
I. Statement letter of Code compliance to FBC 2007, issued by Engineering Analytics,
Inc, dated 06/04/10, signed and sealed by Carol D. Hays, Ph.D., P.E.
"S'ubmitted under NOA # 04-0301.01"
2. No financial Interest letter issued by Pittsburgh Corning Corporation on 01/22/04,
signed by Nicholas T. Loomis and notarized by J. A. Stephens.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 10-0622.02
Expiration Date: December 01, 2015
Approval Date: September 01, 2010
E -1
Page 1 - Layouts '
A
4 MaximurnNominal Wi
0
Impact Resistant
Design Pressure Rating ,
+1 -100 PSF
Structure " •
Sealant
Joints
TilICk SET+a ,
Series 90
Glass Block
Rigid PVC
Plastic Channel
A ' •
6' Maximinn Nominal Width ^i
s........., r
laIMMIIIIMMINIM
EIMMINIIII
.auuuu•l
rri1•.M.mu P.
filiMmiMMINE
impact Resistant
Design Pressure Rating
+1- 68 PSF.
Specifications:
- Glass Block Units: THICKSET® 90 Series 8" x 8" x 4" or 6" x 6" x 4" (nominal size).
- Frame and Spacers: Extruded white rigid PVC. Frame corners are cut square or mitered and are silicone sealed. i
Extruded by Quaker Plastic Corporation with NOA # 05. 0912.08
Sealant Pittsburgh Corning Glass Block Sealant. One part neutral fast curing structural silicone sealant
Sealant Locations: All horizontal and vertical glass block joints; inside corners of perimeter channels; two
beads (112" from each edge) between back of perimeter channies and framing members; two beads each -
above :and below "long" horizontal spacer (no sealant required for 'short" vertical spacer); perimeter joints
between glass block and channel legs; and perimeter joints between channels and framing members.
Reinforcement: PVC spacers between all horizontal and vertical joints. Spacers in channels are not required.
Structure
Sealant
Joints
TIUCKSETa
Series 90
Glass. Block
Rigid PVC
Plastic Channel
- Anchorage: Secure perimeter channel to wood frame with. # 6 x l" flat head galvanized screws in pre-drilled holes, staggered 6" to 7" Q.C.
- For masonry attachment Secure wood frame (buck) using 3/1¢" x 1" embedment depth Hilti KWik -Con IT fasteners or equal at 6" to 7" O.C.
Countersink fastener heads into wood frame. Secure perimeter channel to wood frame using anchorage described above. ,
- Shim Spaces: For shim spaces up to 114'1 between the perimeter channel and wood frame, use either #6 x 1 -1/2"
flat head galvanized screws @ 3" O.G., or #8 x1-1/2" flat head galvanized strews @ 4" O.C. All
screws to be secured through all slums.
KWiK'N EZ
DESIGN N.T.L.
DRAWN R.su
CIEECF N.T.L.
4' Maximum Nominal Wider
A
Impact Resistant
Design Pressure Rating •
+1- 80 PSF ,
'Structure
Sealant
Joints
THICKSET4a ,
Serie§ 90
Glass BIock ,
Rigid PVC '
Plastic Channel
Pittsburgh Corning Glass Block
Series
Patient •
Nominal ,
Bhnensicns
Face
TlIckness
0.75 in.
0.75 in"
Thickset ®so
DECORits
P x PR 4 ",
6 °x6°_x4'
Thickset 090
VUE®
8 ".x 8 "x:4"
0" ,t 6 "x 4"
0.75 in
(1751n .
Tluaksetieso
ENDURlti4R
8' x 8"x 4 ".
0.75 in. .
Revisions:
(1) Deleted reference to PVC -NOA in second apecificatloim note
(2) Added shim spaces to specifications.
Rtp d Track Silicone System with THICKSET®? Series 90 Glass Block
_(
SCALE N.T s. asv. 'tom PITTSBURG$ CORNING CORP. nooses saver
DATE 5/1554 35 NIL NiL
DATE 111504 0ATa g,ai 645
800 PRESQUE ISLE DRIVE
PL t se. 1.tROts. PA t5k'+t
2
Page 2 - Details
• Stine
Silicone
Sealant
1 /41* Thdok---1
Silicone
I Sealant
Anchor
Location
'd PVC
Plastic Channel
(See detail A-A I)
Pittsburgh Corning THICKSET® •
Series 90 Glass Block Units
Silicone
Sealant
Detail A-A
(Head)
Rigid PVC •
Plastic Spacer
• The structure can be any approved material as long as '
the screw anchors have the sense spacing and capacity. ,
Detail A-A 1
(Channel at Head)
Perimeter channel, at head, to beset lengthwise down
the center for installation of last row of glass block
The part of half chorine that issecured with screws, should
been the exterior side. ...
114' bead of sealant applied horizontally
ECM" theloP inside corn= of obiumel halves.
Redstone.'
II) Added Gross section details of ohennei and N.=
Detail B-B
(Sill) -
Detail C-C '
(Jamb)
Silicone
S ant
Pittsburgh.Coming THICKSET® Silicone s 1/8' Thick
Series 90 Glass Block Units
Silicone ,
Sealant
Pittsburgh Coming THICKSET®
Series 90 Glass Block Units
' Anchor
Lpcatiors
Rigid-PVC
Pakeeter Framing
Sealant Locale=
(Lenidlt of Cbasnel)
(ntiKT-1
0
. _
?Dubin& Cosa%
THICKSETO Sesta 90
Glas131edx Units
Stream •
Perimeter Fontting
Sealant lauttlens
Glass Block kin!
Sealant Locations
Rigid ?VC Plastic Channel
(mature*
4," (min)
Rigid PV
Plastic Spacer
Silicone
Sealant
3.87
Rigid PVC ,
Plastic Channel
Anchor
Locations
(Prised.N''We 6 In6."Pan litlAr'Sher.44 wSeteWtar7;0.atiorx jc„rvnoyingsowilh mow A64
Building Cods
AemptaxeNo !.< — v.4
By
At2S0
Channel (No: QP-0477) -
NOA # Q5-0912,08 -
3.258
H .175 •
las
SOres Typical Wen thi*......036 1
Spacer (No. QP-0514) •
NOA # 05-0912.08
KWiKli Mt Rigid Tract Silicone System with THICKSET4D Series 90 Glass Block
DESIGN Hint. SCALE N.T.S. on PITTSBURGH CORNING CORP. DEA.03.
MAPS 1/15/04 an RTC ion PRESQUE =ORM
CHECK N T.L. DATE MAX sass 8104
DRAWN R. Render
PITTIBURGN, PA ISM
ICE
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ORDERED BY
PERDIGON TITLE SERVICES
Robert T. PerdIgon / 305.670.3707
rperdtgon@perdigontItle.com
One Dot= Center
PH1 Suite 1701
MIMI, FL 33156
Fax 305.670.3711
Miami Beach Office
1681 Michigan Ave
Suite 1001
Mara Beach FL 33139
rost.4NN.410°1
-44144044444404440004.4444."14.4'• 4miGurseask
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PROPERTY ADDRESS: 429 NE 102ND STREET MIAMI, FLORIDA 33138
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SURVEY NUMBER: 1302.1835
lli■VO,P$41
FIELD WORK DATE: 2/25/2013 REVISION DATE(S): (REVS 2/27/20151
FL1205.0185
BOUNDARY SURVEY
MIAMI-DADE COUNTY
NOTE5:
PENCE OWNERSHIP NOT DETERMINED
THE LOT APPEARS TO BE SERVICED BY CITY WATER AND SEWER
END. kart'
@ B.C.
I hereby certify that tH
been made under my
a true and accurate
standenis set forth
described In Chapter
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FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING
MUNICIPALITY OR VVWW.FEMA.GOV, THE PROPERTY APPEARS TO BE
LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN VILLAGE OF
MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09.
.0010ABLTaateraffe....ta' • • t ,(151330.19134375539MMIPM
CLIENT NUMBER: DATE: 2/27/2013
151,50...4.13P ,PPM,”'N,E15131MEMOMM.Mper,.. .
15413351
POINTS OF INTEREST
NONE VISIBLE
BUYER: STEPHEN SCOTT MEADOR
SELLER: REGAL ESTATE, INC., A FLORIDA CORPORATION
-A•twamm,..•atreLwagdmu,symmatmosom•,•■••miA
CERTIFIED TO: STEPHEN SCOTT MEADOR; PERDIGON TITLE SERVICES;
ROUNDPOINT MORTGAGE COMPANY
I
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COLBY JOHNSON_
REALTOR®
305-446-9222
COLBYJOHNSON@BELLSOUTH.NET .....*-
1171.COLBYJOHNSON.SEFAXCHANGE.0014
ph,
aBBABB55521150 151010450•00040410,00M1B
XACTA
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www.exactaland.corn
Land Surveyors, Inc P (sas)668-6169 • F(305)66&6325
I.88 p337 T2220 Towne Lake Drive, Suite ss • Ft Myers, FL 35913
51500000
.Slitiorre42,11.4444,444.14444,..4.1134100.4410440.164
Company: STUDIO A ENGINEERING
Prepared By: PP
Client Name: MEADOR RESIDENCE
Job Description:
NEW GLASS BLOCK WINO
Project Number. 1401
Version 10.0
fc) 2012 Structures International-Lit
Design Data
Wind Velocity (mph)
Risk Category
Exposure Category
Directionality Factor
Internal Pressure Coefficient +1-
4WIND WALL DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING
175
2
C
1
0.18
Building Data
Mean Roof Height
Building Width (ft)
Building Length (ft)
Roof Slope (x:12)
Conforms with ASCE 7 -10 i
16
30
60
1
Design pressures listed below are: Allowable Stress
OPENING
MARK
OPENING
DESCRIPTION
LOCATION
ZONE
OPENING
ELEVATION
OPENING DIMENSIONS
WIDTH (INCHES) HEIGHT (INCHES)
MAXIMUM POSITIVE
PERSSURE (PSF)
MAXIMUM NEGATIVE
PRESSURE (PSF)
1
GLASS BLOCK
4
16
56
43.2
-47.4
STRUCTURES INTERNATIONAL, LLC
Pro , to Carsews P+rdz s
Width of End Zone (a) in feet = 3
5/9/2013 4:02 PM