RF-10-1648Scheduled Inspection Date: November 23, 2010
Inspector: Bruhn, Norman
Owner: MIZZI, THELMA
Job Address: 745 NE 91 Street
Miami Shores, FL 33138-
Project: <NONE>
Building Department Comments
November 22, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 151289 Permit Number: RF -9 -10 -1648
Contractor: ALL CONSTRUCTION & DEVELOPERS INC
715 NE 91 ST ABOVE 3A
TILE ROOF REPAIR
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number PARC2004 -22
Phone: (786)768 -4330
Page 9 of 31
BUILDING.
PERMIT : i 'LICAT!
Master Pernilt No.
FBC ,0
Permit Type: BUILDIN
fps t
Owner's Name Simple Titleholder ! Gests'i °'none 751,
±Dwnex. s ddress Ne
rye✓
City .:. .. . 6 . /:State;'
Zip � Phone.
rtmil
.sob Address (where the work is being d ine)
ty Sh.r =s Vi l
County Miami -Dade Zip
.. E L {
FOLIO / PARCEL # :.. :.
Is Bugg- Historically Designated YE 5 .:: 1 Q ' ' :` Flood Zone ;
Contractor a Company Name 4 I y .: Phone # `:.1 I 1p(O
Contractor's Address
fG0p'
City n!1 . f. f'r l : .� :. , , , ..::Std
..:............
Qualifier : , :; l : , :' _ rtT-# �► � ' ::.: : :. . : . .: ::.. : • • ` 'Phone # 4 : I (P(O:
State ,Cier>cate or eglst :..:.,:: :....::, , �, .: .: _ Certificate of CoiupetericyNb.
Contact Phone .324 E-mail f
Architect/Engineer's Name (if applicable) Phone #
al `of 'Wont YFor s ra $ - .. , Square / Linear Footage Of Word: - . -
Typpe of Work::: DAdditi D r DN �;, air/Rep ice ::, ' 'D on
tali t ra ou ew Demolition
Describe Work: - r, 1,- . : t j!: Llitf
fr; x* ** , ***wr *raxrxx** * ar ** : *. * *x: * *Inv :.
Submittal Fee l Permit F ee $ ,� � CCF >$ . CO/CC $
Notary $ : • Training Educatiion Fee $ Technology Fee $
Scanning $ - Radon $. :,; DPBR $ ' Bond $
Double Fee. $ 'Violation date:
Structural.. Review. $ ; ... Total Fee Now Due $ •• ,
'See Reverse side --+
iani Shores Village
Building Department
1 0Q50N:1.2nd Avenue, Miami Shores, Florida 33138
Tel (3 5) 7952204 Fax: (3305) 756;8972
INSSPECTION'S. PHONE NUMBER: 5) 762A949
Bonding Company's Name (if
Bonding Company's Address
City
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 instailation 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 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 hen law brochure will be delivered to the person ry'
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 p+e. charged...
Signature
Print:
APPROVED BY
eror Agent
The foregoing instrument was acknowledged before me this
da ofS�l aio(2O 1 6, by giVievil ‘ ZA(.
who is personally known to me or who has produced 171-4. -. 117
`` �u
Sign: ..re 06g
UOISSIUIUIO3
3I1 d AMON
my Commission Expires
Z60ZI901£0
sue` J • •.
sr�x * * * * * * *,�* fir * ** �r�axx r t �r f *********** c ********** * * * ** err *** *** * ****** * ****
(Revised 07 /10 /07)(Revised 06/10/2009)
licable)
Zip
Plans Examiner.
Engineer
Signature
The
day of
who is
AV 'F.. trac i /
egosng instrument was acknowledged. before me this : .
byWk U MCI l t Mfl1IY' ,
e or who has produced
as identification and who did take an . oath.
rsonally known to
NOTARY PU11
Sign:
Print:
My Commission Ex
��� ►Y P: Stephanie Castillo
rrs `'
.61COMm1551014# DD586139
•
�'�� S EXPIRES: JUN. 17, 2011.
a °F� WWW.AARONNOTASY.com
******** *********** * * **
Clerk checked
15.32
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SEP 1 n2u
Florida Building Code Editi --gb
High- Velocity Hurricane Zone Uniform Pemtlt
Section A (General inform
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1 �;Ulv11'I IANCE WITH ALL FEDERAL
!`,I L) (:01 IN I Y RULES AND REGULATIONS
Master Permit No. Process No.
Contractor's Name 4-1 COns 1 r �l fir
Job Address T POE 1 S ;y Qtr
.
ROOF JATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile
❑ Asphaltic ❑ Metal Panel/Shingles
Shingles
❑ Prescriptive BUR -RAS 150
ROC `F TYPE X 'Re p alr ❑ New Roof ❑ Reroofing ❑ Recwering ❑ Maintenance
ROOF. SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped'; Roof Area (SF)
Section B?,(Roof Plan)
Sketch Roof Plan: Illustrate ail levels and sections, roof drelns, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify (imensions of elevated pressure zones and location of
parapets.
/ X Mortar/Adhesive Set Tile
❑ Wood Shingles/Shakes
Total (SF)
No _EA veil
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FLORIDA BUILDING CODE — BUILDING
918 NW 7th Ave.
Miami, FL 33136
Tel: (305) 324 -1166 '
Fax: (305) 324 -7822 Job Address: j
Fax To: Attention:
Job Name-
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?Tie Shares P(oza East Condominium association, Inc.
745 North East 91" Street
Miami Shcwes, FL 331313
305 -759 -9089 - oloelFa x
E- 111a11
1 { 13141s
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Property Layout
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
15.34
Roof System Manufacturer: totott taboo Tttl.
Notice of Acceptance Number: 06-12.14.0+ •
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations):
P1: P2:
Maximum Design Pressure
(From the Product Approval Specific System):
Roof Slope:
: 12
Ridge Ven I b ,l01 1
Ni
Deck Type:
Mean Roof Height: I S
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Type Underlayment:
Insulation:
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Wood 1XC T�t�
Adhesive Type:
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P3:
7 �'7 /s(
Steep Sloped Roof System Description
30 ASTM f d4
NIA
Fire Barrier: NIA
Fastener Type & Spacing: 1 4 Y•t • vu" + }ihtas b M On 1 al4rS
2 no* r it:a to }fie 44111.
Poi./ to 4w►
Type Cap Sheet: I pi m .yt4UMl1A (c (*
(Ikea wILtJ .
Roof Covering: I to wuti tev►trth. 19.01
• ••• • • • • Type & Size Drip
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FLORIDA BUILDING CODE — BUILDING
SECTION1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDER/TIONS
1624.1 As it pertains to this section, it is the responsibility the rooli g contractor to provide the owner with the
required roofing permit, and to expbdn to the owner the cohterd of this section.. The provisions of Chapter 15 of
.the Florida Bullailog Cafe. BuDd'ng govem the minknum n quirernenta and steriderde of time industry for roofing
netallations. Addtionatly, the following items stutiii be addressed as putt of the agreement between the
the contractor. The owners initial in the aclacent box indicates that the kam has bean wished.
nsh1p: The v orto enship privisions of Chapter 15 (High Velodty Hurricane Zone)
the purpose of providing -that the roofing system meets the wind resistance and water lion
Aesthetics (appearance) issues t. not a consideration with respect to workmanship
issues such as odor or.wctitectural Operettas, that we net pait of a zoning code, should
part of the agreement between the awrier find the tor.
&mailing Wood Osdts: Men repodng roofr the existing wood roof deck may have to be renalled
with the current provisions of Chapter 18 (h Vi Velocity Hurricane Zdres) of the Florida Building
roof deck is usually corms prior to removing the along roof gym).
3. Common Roofs: Common roofs are those vOc h have no visible delineation between neighboring
. townhouses, condominiums, etc.). In Iu hidings w[ h common roofs. the roofing contractor andlor oyster
the occupants of add units of roofing work to be performed.
4. Exposed Coates: Expeeed, open been coil** are where the underside.of tie roof decking can be
from below. The owner may wish to makdain the archftectured 'memories, therefore, roofing nail
one of the urn of the decking may not be',accsptabie. 'The Markle building Code provides the
maintaining the appearance.
not drain wen and may
5. Pending Water: The current roof system ander deck of the buiteng weer c
to pond (aumulate) low-lying ing of he roof. Pending e � Indication of stnrctural
and may require the review of a professional ;struchane end Pore may shorten the life
and performance of the rem roofing system. PXxiing conditions may not be evident until the original
ystenn a rertunied. Pornfingcoriditions should be *erected.
6. Overflow scuppers (wall outlets): it M requ red that rainwater - 4ow off so that the roof is not
ed from a but up of water. Pe ledge we* or other roof extensions may bock the discharge if
scuppers (v6 outlets) are not provided. ft may ba necessary to install overflow ors In accordance
Burg Code. Plumbing.
7. Vsntiiatlon: Most roof etrucbass should have acme ebiNy to vent natural atrtloW though the interior of
th - - , werrbly (the bang . The existing @nixed of attic wntihition shall not be reduced. It may be
beneficial to consider . additional venting which can result Pi 1'hxtanelng the service Mite of the roof.
Property Address
b aged
RK1/10/ CprputerSonia= adding Ospatme t
770 1 _ L71• •• nn
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
c Lamota'RoofTile
1360 N.W. 29 st.
Miam FL 33142
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Barrel High Profile ConcreteTiiey
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 it 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, ;r,;. and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, acuvFrtising or any other purposes shall automatically terminate this NOA. Failure to comply
with any s..`_ion of tlrir NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: 1 he 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
tr, done ir 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 renews and revises NOA #02 -0205.09 and consists of pages 1 through 4.
The submitted documentation was reviewed by Algx Fifera► • • •
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MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No.:06- 1214.07
Expiration Date: 03/14/12
Approval Date: ',06 /28/07
Page 1 of 4
ROOFING ASSEMLY APPROVAL
Category: Roofing
Sub - Category: Tile
Sub -Tyue_ Concrete
1. SCOPE:
This renews a roofing system using Lamoti Barrel High Profile Concrete Tile, as manufactured by
Lamoti Roof Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the
Florida Building Code. For the locations where the pressure requirements, as determined by
applicable building code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachement calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Test Product
Product Dimensions Specifications Description
Barrel Concrete Tile Length : 18"
TAS 112 High profile, two piece, concrete roof
Width : 8 3/4" tile. For direct deck, adhesive set
Thickness : '" applications only.
Trim Pieces Length : varies TAS 112 Accessory trim, concrete roof pieces for
Width : varies use at hips, rakes, ridges and valley
Varying thickness terminations. Manufactured for each
tile profile.
2.1. EVIDENCE SUBMITTED
Test Agency
Test Identifier Test Name/Report Date
IBA Consultants, Inc.
2358 -54 TAS -101 05/08/07
IBA Consultants. Inc.
2358 -50 TAS -112 12/19/06
3. LIMITATIONS:
3.1 Fire ciassification is not part of this acceptance
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
33 .4 . 'scant shall retain the services of a Miami -Dade County Certified Laboratory to
p ifs n quartely test in accordance with TAS 112, appendix 'A'. Such testing shall be
submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofmg Application
Standard listed section 4.1 herein. perpendicular to the roof
a
3.5 30/90 hot mopped underlayment applicaeLOns� i material na n l �nufacturers published
slope unless stated otl vise .b}1 ttse u • Y •
liter ature. • • • •. • •.. • ' • .
3.6 This acceptance is for *l • •
See(i pplicah ► . Iinimum deck requirements shall be in
compliance with applicable building code.
3.7 May be installed or slopes 2 ":12" to 7 ":12"
• • • • • • • • NOA No.:06- 1214.07 •• • • • • •
• . �. .. Expiration Date: 03/14/12
• • • • Approval Date: 06/28/07
Page 2 of 4
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4. INSTALATION:
4.1 Lamoti `Barrel high Profile Concrete Tile' and its components shall be installed in strict
compliance with Roofing Application Standard RAS 120.
4.2 Data for Attachment Calculations:
Table 1: Average Weight (W) and Dimensions (I x w)
from TAS 112 Testing
Tile Profile
Barrel High Profile Concrete
Tile
Len • + - I feet
1.50
Width -w feet
0.73
Table 2: Aerodynamic Multipliers - A (ft
Tile
Profile
Barrel High Profile Concrete
Tile
A (ft
Batten Application
N/A
A (ft
Direct Deck Application
0.23
Tile
Profile
Table 3: Restorin • Moments due to Gra M. ft Ibf
2 ":12" 3 ":12" 4 "i2" 5 ":12" 6 "i2" Greater than
7 ":12"
Barrel
High
Profile
Concrete
Tile
Direct
Deck
5.66
Direct Deck
5.56
Direct Deck
5.43
Direct Deck
5.25
Direct Deck
5.01
Direct Deck
4.72
Table 6: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
77.87'
Barrtl High Profile Concrete Tile Polyfoam Polypro AH 160TM'
1 Paddy placement of 37 grams of Polypro AH 16OTM for pan tile, 17.5 grams on each side for cap tiles.
5. P BELINE :
All tiler shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Bikow), or following statement: "Miami -Dade County Product Control Approved ".
T
•
o • • • •
•• • • •
• L t 4NtRI fE TILE LABEL
(LOCATED ON UNDERSIDE OF TILE)
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NOA No.:06- 1214.07
Expiration Date: 03/14/12
Approval Date: 06/28/07
Page 3 of 4
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required installation by Building of Ohic Official or Applicable buildign code in
order to properly evaluate
PROFILE DRAWING
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l T HIS :A • • ANCE
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LAMOTI ROOF TILE "BARREL CONCRETE TILE"
NOA No.:06- 1214.07
Expiration Date: 03/14/12
Approval Date: 06/28/07
Page 4 of 4
Miami Shores Village
Building Dept.
10050 N.E. 2 " Avenue
Miami Shores, FL 33138
Dear Sir / Madam:
This letter will serve as your confirmation that All Construction has been contracted and is
authorized by the Board of Directors of the Shores Plaza East Condominium Association to
perform roof repairs at buildings 715 and 725 NE 91 Street, Miami Shores, Fla.
Should you have any questions regarding the enclosed, please feel free to contact our
condominium office.
Sincerely yours,
Robe Gonzalez
President
cc: File
ffz a Shores Plaza East Candominfum . 4ssaciiation, Inc.
745 North East 91a Street
Miami Shores, FL 33138
305 -759 -9089 - VoicelFax
ThoSPECAIno@comcaat.net- E -Mail
August 26, 2010