RF-10-1258f
Scheduled Inspection Date: August 31, 2010
Inspector: Bruhn, Norman
Owner: GOMEZ, JORGE
Job Address: 9969 NE 4 Avenue Road
Miami Shores, FL 33138-
Project: <NONE>
Contractor: ACEBO ROOFING CORP
Building Department Comments
August 30, 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 - 149453 Permit Number: RF -7 -10 -1258
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number (305)510 -0916
Parcel Number 1132060171230
Phone: 305 -685 -2534
REMOVE TILE ROOF ASPHALT COLD BULL AND
REPLACE SAME EXISITNG TILE.
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 148220. MUST PAINT TILE TO
MATCH JR
Cc
Page 9 of 18
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) 6 e 6171VV1 et #
Owner's Address q9(6 1 P G. 'i -fi e.. o4 r�
city ( onto S kJ State. ,
Zip :,331 3:: VP
: Tenant/Lessee Name ..: Phone #.
Email
Job Address (where the work is being done) '1 1 NE; ,L k
City Mianu Shores Village County Miami -Dade
.OLIO 1 PARCEL # 113°70(0,0144,9 ? d
Is Building Historically Designated YES NO
Contractor's Company Name
Contractor's Address q .qO = ; - &
City. Ci.b ec4 state
i
Qualifier Name fe d ✓r Phone # gtk. _ . , J 26 ?
State Certificate or Registration No; Certificate of Competency: No. ;
Contact Phone
Architect/Engineer's Name (if applicable)
'Value ° "gip: $
Type `ofWork: DAdditiois
...
is) r.: tee . (: 6
Miami Shores Village
Building Department
1 0050 N,E.2nd Avenue, Miami Shores, Florida 33138
Tel (305) 7952204 Fax: (305). 756:89"72
INSPECTION'S PHONE NUMBER: (305)::7624949
apt
Submittal Fee $ 5 0,
Permit Fee $
E -mail.
N �4
Permit No. •C I
V OC SquaKciffntariootag A xar
Training/Education Fee $ 0 .2.0
• p 1 .
JM °F,e
Master P e r m i t N o . .
Phone #
Zip 73136
°Alteration °New Repair/Replace
le. p 1 y As r j(co L`.1
AAA
Notary ,$
Scanning Sian_
Double Fee $ Violation date:
Structural Review. $ Total Fee Now Due $ : 5)'
Flood Zone
.. 6,6:Z
Phone #
See :Reverse 'side
[] Demolition .:.
11 )
* * **** *Fe * * * * * * * * * * * * ** * * ***4** * * * * * * * * * **.* * * * *4i* ** • CCF $ . (QC� colcC $
Technology Fee $ Q • J
Radon $ DPBR $ Bond $
* ;a= MY COMMISSION # DD 765679
RSS: March 12 2012
'ri'F1�
. F,,,, . a Bonded Thar Nolan/ pubfic Underwriters. ..
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City.
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 pennit 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 WITI3 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 $2500, the applicant must .
promise in good faith that a:lccopy of the notice of commencement and construction lien law brochure will be delivered to the person
Whose property is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at'the job site
for the first inspection which ° occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent g
The foregoing instrument was. acknowledged before me this G'_"
day of Tt�c -VV' 20 /b, by ` . 1 1/ S14 M.C2. ,
who is personally known to or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission
APPROVED BY. 7 / ,6`,'"
%'
(Revised 07 /10/07XRevised 06/10/2009)
Plans Examiner
Engineer
Zip
, !, ::_ ' ' COMMISSION # CD. 766679 :.`
3 '�.' iresEXPIRES: March 12 2012
'44.114:0 &Wad Thai Notary public U nderwrders
Clerk checked
Signature
Con ' actor
The foregoing instrument was acknowledged before me this a
day of ,20 it, by Me LiSSA 6amet,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Comm
�ir 3 n 7a`r:Y *** * ir**** uYdt.**$r9 ** * de 9r9r i ** ** *de4 i iroY9r***
L .. �. a d am' :1 0 ! !mac
Vami Shores Village
A PPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
- 7 ,7 6 FCC
;tVJECT i0 CCMPI_IANCE
OWNERS NOTIFICATIRN
1 4E_ANDU__UN1
WITH ALL FEDERAL
RUL 1 , i q
Revised on 7/9/2009 LD
j
SECTION R44
HIGH VELOCITY HURRICANE ZONES — REQUIRE
CONSIDERAT
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has beery explained. •,,,, •
1. xh Aesthetics- Workmanship: the workmanship provisions of Sect
providing that the roof system meets the wind resistance and water instructio
Aesthetics (appearance) are not a consideration with respect to workmanship
such as color or architectural appearance, that are not part of a zoning code, s
the agreement between the owner and the contractor.
Own fir/ gent's ignature Date Contractor Signature
•
Renailing wood decks: When replacing roofing, the existing
renailed accordance with the current provisions of Section R4403. (The ro • k
to removing the existing roof system). • •
•.
ose of. ••
s. • •
sues • •
pa of ••••
Hy n be
ce , prior
.... •
. •
3. I Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or
owner should notify the occupants of adjacent units of roofing to be performed.
4. j Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
be view from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
Ponding water: The current roof system and/or deck of the building may not drain well and may
cause w ter to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. x 1 I'r. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof. e
Da e
•
•
•
•
•
Section A
Master Permit No:
Contractor's Name:
Job Address:
"Delivering Excellence Every Day"
Low slope roof area (ft.
9969 NE 4 AVE RD
❑ Low Slope
❑ Asphaltic Shingles
❑ Sprayed Polyurethane Foam
0
Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
Process No:
Section A (General Information)
ACEBO ROOFING CORP.
Roof Category
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Other:
Roof Type •
. • •
❑ New Roof ❑ Re- Roofing ❑ Recovering 0 Repair ❑ Maintenapce . • • •
• • •
Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? .❑ . Natures : l•LPG)C
Roof System Information
Steep Sloped area (ft.
Section B (Roof Plan)
Total (ft.
•...
• •
• • .•••
• . . •
[✓ :�Isrir /Adhesive set Tile •.
•
® Vood Shingle/Shakes: •
• .
•••• ••••
• •
• ••
• • • • •
•• • • ••
•
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'):
N/A
Corner Size (a' x a'):
X =
RQPa, ►✓ c itC 2em.we P A) i y5 }i 12'S
11J S-t-city poicN Ania r.e. ; N 5 611 4-0 f c k`\ fV o
pft-1 ) ( c
ti e� See rJoA-
MIA M IDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality
assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur
the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® A11160
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
materials, use, and/or manufacture of the product or process. Misuse of this NOA
product, for sales, advertising or any other purposes shall automatically terminate
with any section of this NOA shall be cause for termination and removal of NOA.
been a revision or change in the
as an endorsement of any • •
th's NOA. Failure to cerpply•
•
•
•
••• • • ...• •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F188& 'jnd followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is atsglayed, than it11
•
be done in its entirety.
•••• •
• •••
•••••• • • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer.nr iledi i •
and shall be available for inspection at the job site at the request of the Building Official. • • • • • •
• •
• •
•
•• •
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
la JUL 1 5 2010 D'�
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
• •
• ••000
•
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
•
• •
• • • •
0 0 0000
•
0 0 00••
0 •
0000.•
• •
. 0000
• •
•••
• • 0 00 0
•
• •
0 0••0 •
• •
• • 000 0
•
•
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2
of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high
profile roof tiles system using Polyproc4 AH 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions
Polypro® AH160
Foampro® RTF1000
ProPackil) 30 & 100
N/A
N/A
N/A
Test
Specifications
TAS 101
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Note:
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
1.6 lbs. /ft.'
18 PSI Parallel to rise
Results
•••• •
•
••••
• •
• • • ••• •
•• • • •
12 PSI Perpendicular to rise ••• • •
28 PSI Parallel to rise ••••••
•
• •
0.08 Lbs./Ft2 ••••• • ••••••
3.1 Perm / Inch ""
••
+0.07% Volume Change cr -40 7 ' • • •
+6.0% Volume Change @158°F % •
Humidity, 2 weeks
ASTM D 2856 86%
• • • • •
• • ••••••
•
The physical properties listed above are presented as typical average values as determined • • • •
by accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 2 of 7
•
•
•
. • • • • •
•
•
•••••
• •
•••••
...•••
•
• •
•
•
•
•
•
•
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
LIMITATIONS:
1.
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB -589 -631
9637 -92
01- 6743 -011
01- 6739- 062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
Test Name/Report
TAS 101
TAS 101
SSTD 11 -93
2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160
their tile assemblies shall test in accordance with TAS 101.
Date
04/08/94
12/16/96
10/25/95
SSTD 11 -93 11/02/95
SSTD 11 -93 12/12/95
ASTM D 1623 02/01/94
ASTM E 108 04/30/93
ASTM E 108 11/16/94
ASTM E 84 01/16/95
TAS 114 03/14/96
TAS 101 10/23/98
TAS 101 12/28/98
TAS 101
03/02/99
Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for • •
rating. • •
• ••• •
•• • • •
......
• •
•..•.•
•
... .....•
Standaj J AS 120.
• •••
•.•••. . • •
roof tile'adeesive wtth
.••.••
• • • • •
. • .•.•••
•
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile:adbes eve with....
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modifn herein. °••••
iF':
W
,2
F'=
MS
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 3 of 7
•. ...•
••
..••••
•
•
.••.••
• •
•••..
• •
••.•.
•.....
•
•
•
•••••.
•
•
0 00000
• •
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams) •
Flat, Low, High Profiles
#1
35
.1\1 /A. - •
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
NAA ' ••
•••.••
Flat, Low, High Profiles
#2
24
1V j.�„ •
Flat, Low, High Profiles
#3
. 2••• • •'
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
County Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
••••••
•• • ••
.0.00
All Polypro® AH160 containers shall comply with the Standard Conditions listed iereiit.
LABELING:
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
••
• • •
• • •
•
• •
••••••
•
• •
• •• • • • • • •
•• • • • •
••. •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
• • •
• • •...••
•
•
•
•
•
• 0000•
•
..••..
•
•
.0100
•
••..
.1.1.•
•
000000
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1) Place enough adhesive to achieve 17 to 23 °Pnonai 2:4'8 for
square Incites In contact vAth the pantile stet" Phh aPPncating
2) Tum covers upsidedown. Place adhesive 1/2 In.
To 1 In. From outside edge ot cover tile.
Then hrstaf tine the.
Rail through plastic cement
Remov
top portion
of the eave
course covert la
Abut to second course of
pan tiles. Ensure ears end of
pan and covert es are
flush at ears One.
Eave closure
(mortar shown)
Weephote Fascia B
Sheathing
••••
Optional •
• Potntarpft
• • • on longitlesal •
•• • edges ofWe ••
••••••
• •
• -••
••••
• ••••
.••.•.
•
•• ••
• •
••�
• •
• •
• • •
•• •
NOA No.: 06- 0201.02
Expiration Date: 05 /10/11
Approval Date: 04/13/06
Page 5 of 7
• •
••••••
•
• •••
• • •
•• •
•
• •
••••••
•
••••
• •
••••••
•
•
•
0000
• •
00 0000
•
•
••••••
•
0000
••••••
•
•
•
••••••
• •
•..•••
• •
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nail through plastic cement
Paddy (Beneath Tile)
Underlayment
Eave Closure
Nail through plastic cement
Underlayment
Eave Course
Eave Closure
•••••
• ••••••
• •••• •
• • • •
• • • •
••• • : • 000000
••
0 0 0 : 0 • • •
• • •
• • •
• •
•••• • • • • • • 0 •
• • •
•
•••• • 0 . 0 0 0
• •••
0 0 0 0 • : • • • • • • • • •
00 •• • •
•
• •
0 0 0 0 0 • • • 0 0 0 0
• • •
• 0 0 . 0 0 • • •
• • • • • • • •
• • • •••• • • •
•• • • •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 6 of 7
Nail through plastic cement
1 x3in.
Single paddy on
under.
layment
Single paddy
on top of tile
Single paddy
under Ole
Paddy
(between tile)
Paddy
(under tile)
Eave course
2 In. X 7 In. medium
size paddy eave
Fascia course only
Nail through plastic cement
7 in. x 3 In.
Singly paddy
on underiayment
Single paddy
on top of tile
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Eave Course
Single paddy
between tile
Eave Closure
2 In. x 7 In. medium
Fasci paddy eave course only
END OF THIS ACCEPTANCE
Nall through plastic cement
Underlayment
r in.x3in.
Single 4In. ■
paddy on
under -
layment
Single paddy under tile
Single paddy between tile
2 in. x 7 in. medium
size paddy eave
course only
Single paddy
on top of tile
Eave
Course
Fascia
Weephole
Eave closure
Drip edge
••••
•••••' ••••••
•
•
•••• • • ••• • • •
•• ••••
•••�•• • •
• ••••••
•••••• • •
• •
••••• •••••• •••••
• • • •
•••• • •••••
• •••
•
•••••• • • • ••••••
• •
• •
•
• • .1111• • •
•
• ••••••
• • • ••••• • •
•• • •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7