RF-06-2612Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 06/20/2007
Inspector: Grande, Claudio
Owner: SAIA, CHRISTOPHER
Job Address: 175 98 Street NW
Miami Shores Village, FL
Project: <NONE>
Contractor: QUALITY ROOFING CONTRACTORS INC
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - Repair
Phone Number
Parcel Number 1131010240120
Lot:
Phone: 305 -751 -0382
Building Department Comments
RE -ROOF TO A NEW TILE ROOF
JUN 2 1 no1
Passed
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 30306. Need revision pf
permit from Vulcan clay tile to Hanson white roll tile by final inspection .
4/23/07 CG.
5/14/07
Revision not done. Uplift OK. on file CG.
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Tuesday, June 19, 2007
Page 1 of 2
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE
PROTOCOL TAS 106
Project
No 9370
SITE SPECIFIC INFORMATION
Owner's Name . - 1 A,
Job Address -
Roofing Co
Type of Tile. - — = Date Installed:
Approximate Roof Height: U1°— feet Roof Pitch: '2a e4 °Z---
Type of Access to Roof: Scaffolds e*--' Ladder Other
Approximate Square Footage of Roof: '215-00 ft2
Required Testin Force: 5 lbs. Testing Equipment: Chatillion 100
Date Tested: "- E)
TEST RESULTS
P = PASS, F = FAIL
Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Locati on Uplift Pull Test(P or F) Test Location U. ! Pull Test(P or 9
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 10e, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL ST.
THIS REP • aT/ UBMITTED BY:
Lab Certification # 98- 0608.04
P.E.
State of FL Certificate Authorization # 4100
a
Sketch of Roof
Job i" tkl
Sheet Number
Contractor
Checked By
Scale
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Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING 16 _
-Thge. c2e01.2
Permit No.
PERMIT APPLICATIONL-- n1N\ IA() i 9til Li Master Permit No. V--ir'OGY'7612,
FBC 2004 T I
BY: . - ----------- - -- "—
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) Chr i s H H. S a i a Phone # ( 786 ) 888-6354
Owner's Address 175 N . W. 98 Street
City Miami Shores State Florida Zip 331 50
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 175 N. W. 98 Street
City Miami Shores Village County Miami-Dade Zip 331 50
FOLIO / PARCEL # 11-3101-024-0120
Is Building Historically Designated YES NO
Contractor's Company Name Qiiality Roofing Contractors.
Contractor's Address 13800 N.W. 1st Avenue
Phone #
(305) 751-0382
City Miami State FIa
Zip 13168
Qualifier Name Car 1 os Aroe-bo Phone# (305) 710-4600
State Certificate or Registration No. RC 0058627 Certificate of Competency No. 000017889
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ Square/Linear Footage Of Work:
Type of Work: 0Addition 0Alteration DNew El Repair/Replace 0 Demolition
Describe Work: Revision Installed White Double Roll Hacienda Tile f-Laem-IA4ec151 t11--
Spanish S Clay Tile.
u tta ee Pe t •
Notary $
Scanning $ Radon $ DPBR $
' Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now DueS ‘.,%00D TIP'ci 1 A
See Reverse side -->
Training/Education Fee $
Technology Fee $
Zoning $
'
.11
u tta ee Pe t •
Notary $
Scanning $ Radon $ DPBR $
' Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now DueS ‘.,%00D TIP'ci 1 A
See Reverse side -->
Training/Education Fee $
Technology Fee $
Zoning $
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 th foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zon:g.
"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 encement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Als a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspectio which occurs -ien (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b i • a reinspection fee will be charged.
Signature,p
Thvner or Agent
The foregoing instrument was acknowledged before me this
day of 20 , by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
* *** * *, ** *** ** * * ** * * ** *ter * * ** ***** rye * ** * * ** * ** * * ** ** * ** *** * * ** *** * *** * * * * *** * * *, * ** * * * ** * **** **** * ***** ****
d d
APPLICATION APPROVED BY:
(Revised 02/08/06)
Plans Examiner
Engineer
Zoning
MIA M I�DADE
• a • ••• • • • •••
•• •• • • • • • • ••• •• • • • 1 / :N • • •
tt , 4_' • • • • •• • • • • • • • •
. , • • • • • • • • • • • • • •
• • • ••• • • • •
•••
• •• • • • •••
• • • • • • • • • •
• • •• • • • • • • • •
BUILDING CODE COMPLIANCE OFFICE (BCP:OO • : : • • • • • • • 140
PRODUCT CONTROL DIVISION • • • • • • • •
NOTICE OF ACCEPTANCE (NOA) . • • • • • • • • • • • •
•
Hanson Roof Tile d.b.a. Pioneer Concrete Rod; /ilg • • • • • •
1340 SW 34th Ave • • • • • • • ••• • •
Deerfield Beach, FL 33442
FLORIDA
LER BUILDING
T, SUITE 1603
A 33130 -1563
5) 375 -2908
rL'
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 Mules 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 High Velocity Hurricane
Zone of the Florida Building Code
DESCRIPTION: Palema Double Roll and Hacienda Double Roll Roof Tile
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 consists of
The submitted docurn
NOA No.�' Z916:11
Ezpi , tet�6/07
12/19/02
Page 1 of 6
tation was reNie .i rFraMk
oa . RRC
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
SUBJECT TO CON1PLiAN'WITH
I STATE AND COUNTY
ir
ALL
RULES AND REGULATIONS
Ce. ea.
F D RAL
NOA No.�' Z916:11
Ezpi , tet�6/07
12/19/02
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE
•••
•
Roofing
Roofing Tilt"
Concrete
• •
•• ••
•
• •
• • •
• •
•
•
••
••
•••
••
••
••• • •
• • • • •
• • • • • •
• • • •
• • • •
••. •
••• • • • •• •
• • •••• •
• • • • • • • • • • • • • •
•
••• • • • • • • •
• • • • ♦ • • • • •
This renews a roofing system using Hanson 1Palema Double Roll and HaciendalRoof
Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2
of this Notice of Acceptance: Poi the lecati®nrwhere the pressure requirements, do not
. ......... .
exceed the values listed :no sect ipnj,4 h reen: Th attachment calculations shall be done as a
moment based system. "•
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Hanson Palema
Double Roll Tile
Hanson "Hacienda"
Trim Pieces
••• • • • • • ••
Test
Dimensions Specifications
Length: 161/2"
Width: 13"
W' thick
Length: 171/4"
Width: 13"
%z" thick
Length: varies
Width: varies
Varying thickness
Product
Description
Low profile, interlocking, extruded concrete
TAS 112 roof tile equipped with two nail holes. For
direct deck or battened nail -on, mortar or
adhesive set applications.
Low profile, interlocking, extruded concrete
TAS 112 roof file equipped with two nail hole and
double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications.
Accessory trim, concrete roof pieces for use
TAS 112 at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS
Product
Wood Battens
Tile Nails
Dimensions
Test
Specifications
Vertical
Min. 1"x 4" -Wood Preservers
Horizontal Institute LP — 2
Min. 1"x 4" for use
with vertical battens
or
Min. 1"x 2" for use
alone
Min. lOdx 3"
TAS114
Appendix E
Product
Description Manufacturer
Salt pressure treated Generic
or decay resistant (With current NOA)
lumber battens
Corrosion resistant
screw or smooth
shank nails
Generic
(With current NOA)
NOA No.: 02 -0916.11
Expiration Date: 12/16/07
Approval Date: 12 /19/02
Page 2 of 6
Product
• •
•. • •
• • •
• •
• •
• •
• • •
•
•
•
.. •
• • • •••
• • .• •. •
• • • • • •
••• • • •
• • • • • • •
• • • • •. •
Test Product
Dimensions.: :. Spe cationls ; ; pescrintion
•••• .• • •••
•.•• .• • •••
#8x 2 %2" long •
Tile Screws 0.335" head dia.
0.131" shank dia..* •
0.175" screw thread
dia. • •
Clips
Hurricane Clip & Min. /" width
Fasteners Min. 0.060" thick
Clip Fasteners
Min. 8d x I 'Vs"
3. LIMITATIONS
• • • • •Corrosion resistant,
TAS 114 coated, square drive,
2440ndl%,E: • ggavanized,
• coarse
......... •
• • thrcad wood screws
• • •••••••
TAS 114
Appendix E
Manufacturer
Generic
(With current NOA)
Corrosion resistant
clips with corrosion Generic
resistant nails. (With current NOA)
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with
RAS 106 may be required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to
perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be
submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof
slope unless stated otherwise by the underlayment material manufacturers published
literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Hanson ` Palema Double Roll and Hacienda' Roof Tile and its components shall be installed
in strict compliance with Roofing Application Standard RAS 118, 119, & 120.
4.2 Data For Attachment Calculations
Table 1: Aerodynamic Multipliers -1. (ft
Tile
Profile
a. (ft)
Batten Application _
0.267
x (fts)
Direct Deck Application
0.289
Hanson Palema Double Roll and
Hacienda Tile
NOA No.: 02- 0916.11
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 3 of 6
Table 2: Restorin • Moments due to Gray " - M. ft-lb .
Tile
Profile
3 ":12"
413.42r • •
• •.. •
• • • . • .
•
• • 5::•12"
• • •
• . • • •
•
•..•
•• • . • .
Direct
Deck
6 ":
Battens
12"
Direct
Deck
r: 12"
c !seater
Battens
or
Hanson
Palema
Double Roll
and
Hacienda
Tile
Battens
Direct
Deck
Battens:.
arect:
Deck
Matted.
Direct
Deck
5.92
6.80
54,
.
•
•
46.69
• •
• • •
• •
• •.•
, 5.70
. • • •
. • • •
: • •
•
6.55 .
• •
•• •
• • •
• •
5.56
II
•
:
6.39
5.41
6.22
Table
iris
3: Attachment R me irej d is a Moment - Mt (ft-ibf)
: For iktail�n: &n�
Tile
Profile
Fastener Type
Direct Deck
(Min 15/32"
plywood)
Direct Deck
(Min. 19/32"
plywood)
Battens
Hanson
Palema
Double Roll
and
Hacienda
Ti1e
2 -10d Ring Shank
Nails
27.8
37.4
28.8
1 -10d Smooth or
Screw Shank Nail
8.8
11.8
4.1
2 -10d Smooth or
Screw Shank Nails
16.4
21.9
7.1
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1 -10d Smooth or
Screw Shank Nail
(Field Clip)
24.3
24.3
24.2
1 -10d Smooth or
Screw Shank Nail
(Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or
Screw Shank Nails
(Field Clip)
35.5
• 35.5
34.8
2 -10d Smooth or
Screw Shank Nails
(Eave Clip)
31.9
. 31.9
32.2
2 -10d Ring Shank
Nails'
43.0
67.5
50.9
1 Installation with a 4" tile headlap and fasteners are located a min. of 2%s" from head of tile.
NOA No.: 02- 0916.11
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 4 of 6
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • ••• • • • • •••
Table 4: Attachment
For
signce Expressed psi:Moment Mf (ft-lbf)
Twb ?titbit Ac# nsiv a Se$Sy,* ems
Tile
Profile
• • Tile Applfeatior' •
Minimum Attachment
Resistance
Hanson Palema Double Roll
and Hacienda Tile
• •' : : Atltve: •' ."
• •• • • • ' • ' • • • ' • •
26 1 s
2 See manufactures component - - • • • • •
mponent approval forins�dlatiortregl:ir6rrPdhts"
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product Inc. Average weight per patty 8 grams.
Table 4k Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
For Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Hanson Palema Double
Roll and Hacienda Tile
Polyfoam PolyProN
86.614
Polyfoam PolyProM
45.55
4 Large paddy placement of 54grams of PolyPro '.
5 Medium paddy placement of 24grams of PolyProh.
Table 4B: Attachment Resistance Expressed as a Moment - Mf(ft-ibf)
For Mortar Set Systems
Tile
Profile
Tile
Application
Attachment .
Resistance
Hanson Palema Double Roll and
Hacienda Tile
Mortar Set
20.60
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
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 by the Building Official or applicable
building code in order to properly evaluate the installation of this
system.
NOA No.: 02 -0916.11
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 5 of 6
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • • • •
• • • • ••• • • • • •
• • • • • • • •
• • ••• • • • • •••
. Pow DRAGS. •
• • • •••• • • •
•••• ••• • • ••• •
•
•••• •• • • •••
HANSON 11LMA MALE kOLI. RooF TILE
.. • • • .• ••• ••
FASTENER HOLES • ! • • • • •
•
•
• • • • • ••• ••
OVERLOOK
UNDERLOCK
HANSON HACIENDA CONCRETE ROOF TILE
FASTENER HOLES
OVERLOCK
UNDERLOCK
END OF THIS ACCEPTANCE
NOA No.: 02-0916.11
Expiration Date: 12/16/07
Approval Date: 12/19/02
Page 6 of 6
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 11-31 01 - 024 -01 20
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements 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.
111111311111100111111111111111111111
CFN 2006R1164426
OR Bk 25053 Ps 1472i (1as)
RECORDED 10/30/2006 13 :04:15
HARVEY RUVII4 CLERK . OF COURT
MIAMI -DADE COUNTY? FLORIDA
LAST PAGE
1. Legal description of property and street/address: 17 5 N _ w _ 98 S trQet
Miami Shores, Florida 33150
2. Description of improvement: Reroof to a new tile roof.
3. Owner(s) name and address: Christopher H. S ai a
175 N.W. 98 Street Miami Shores, Florida 33150
Interest in property: Owner
Name and address of fee simple titleholder: N/A
4. Contractor's name and address: Quality Roofing Contractors,
Inc.
13800 N.W. 1st Avenue Miami
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address: N/A
Amount of bond $ 0 0
6. Lender's name and address: N/A
Florida 33168
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,
Name and address: N/A
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address: N/A
9. Expiration date
differe
a!' 4 f•��G v� F.D�
oft► otice of Commencement: (th�tr�ii6h `FA syear f°om date of a rd�ng�un,l, ss a
I HEREB Y CERTIFY ?/Iai Ph ;s I. a opY
ecified)
� fH din his office on day
AD 2 u1
vvr-r fia / harp � end U ciE! SOre f IAR FIVVIN, CLER o1' ` .. /
a"- i -'
Prepared by Carlos Arocho
20-, Quality Roofing Contractors
Signature of Owner
Print Owner's Name
Sworn to and subscribed before me this I J day of
Q\I5j -1,0
Notary Public
Print Notary's Nam
My commission expires:
Address: ue
Miami, Florida 33168
123.01 -52 PAGE 4 5/06
Miami Shores Village ,ivrio,
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING ,
PERMIT APPLICATION
FBC 2004 al OCT ! •9 20116
Permit No a
Master Permit No.
Permit Type (circle): Building Eic l ::` —Plumbing Mechanical
Owner's Name (Fee Simple Titleholder)Chr i s t opher H. Saia Phone# (786) 888 -6
Owner's Address 175 N.W. 98 Street
City Miami Shores`
Tenant/Lessee Name
State Florida
Zip 3 3.1 6 8
Phone #
Job Address (where the work is being done) 1 7 5 N . W . 98 Street
City Miami Shores Village County . Miami -Dade Zip 3 31 5 0
FOLIO /PARCEL# 11-3101-024-0120
Is Building Historically Designated YES NO x
Contractor's Company Name Quality Roofing Contractors. 'Phone # ('10 5) 751 -0 3 R 2
Contractor's Address 1 3 8 0 0 N_ W_ 1 s t Avpn u e
City Mi ami
State Fla
Zip 331 68
Qualifier Name Carlos Arocho Phone# ( 305) 710-4600
State Certificate or Registration No. RC 0 0 5 8 62 7 Certificate of Competency No. .0 0 0 017 8 8 9
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this permit $ 16 000.00
Square / Linear Footage Of Work: 2400 s g f t.
Type of Work: DAddifion DAlteration ONew
Describe Work:_ Reroof to a new ti le roof
Repair/Replace 0 Demolition
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Few * * * * * * * * * * * * * * ** * * * * * ** * * * * * * * * * * * * * * * * * * * *.
Submittal Fee $ Permit Fee $O� ��! CCF $ CO/CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
See Reverse side
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address r
City State Zip
Zip
JiteY
Applications 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 WIT$ 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 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 Agent
The foregoing instrumen was acknowledged before me this
day of 6 ,206% by CN144 5a1`
who is personally known tome o liar pr dosed
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Signature
The foregoin
day of
Contractor
ent was acknowledged before me this / 7
200 `v, by �cas 4 o
who is Personally knnw„ to me or who has produced.
as identification and who did take an oath.
�` 01111lil ►0101
c ° #D047 ORR
' ,oc4o6 thnt ate . O
/1/..NficlJnd °° °Q
NOTARY PUBLIC:
MY COMMISSION *DD
ES: Feb.7, 2010
APPLICATION APPROVED BY:
(Revised 02/08/06)
Sign:
Print:
My Commission Expires:
°
• e ° p
*�r****** * ** ** * *�r,�,�x*** * * * * * ** *,rya *** ** ** *�r° cye \ear * **
J0
Plans Examiner
Engineer
Zoning
jj .'fig `�
SECTION 1524 a OCT 1 9 2006 LJ
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS B Y:
15241 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the
required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of
the Florida Building Code, Building 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained.
1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
e for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be pddjessed as part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed
in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
Code The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visiblel(dejae
units (i e. townhouses, condominiums, etc.). In buildings with common roofs, th
show notify the occupants of adjacent units of roofing work to be performed.
_4. Exposed Ceilings: Exposed, open beam ceilings are where the u
viewed from below. The owner may wish to maintain the architectural a
penetrations of the underside of the decking may not be acceptable. The
optic7of maintaining this appearance.
neighboring
nd r owner
ng can be
re, roofing nail
Code ovides tha...•.
•
• •••• •
• •
....• ••••••
5. Ponding Water: The current roof system and /or deck of the building may �o; d. rain wel•l •• and male •
•
distress and may require the review of a professional structural engineer. Ponding, sat shoitt &R the life• •• .
expectancy and performance of the new roofing system. Ponding conditions may not bee�iideat untie the original•
roofing system is removed. Ponding conditions should be corrected. •
a/ • •
•
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an ip l cation ,pf structural
6. Overflow scuppers (wall outlets): It is required that rainwater flow off to {hat the •iWf• is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions maT bl24 this dttdI1'arge if•
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow seepp8rs in 'b'bbFalance •
w'the Florida Building Code, Plumbing. • • •
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be
beneficial to co ider additional venting which can result in extending the service life of the roof.
nt's Signature
Date Contractor's Signature
Property Address Permit Number
Rev :112012005,Computer Services, Building Department
•
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http://www.miamidade.gov/building/roofing_permiting/permit_app_se...
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font>
Section A (General Information)
Master Permit No. Process No.
0(0
Contractor's Name: Job Address:
Quality Roofing Contractors, Inc. [175 N.W. 98 Street
Roof Category
El Low Slope 0 Mechanically Fastened Tile MIMortallAdhesive Set
Tile
0 Wood
Shingles/Shakes
0 Asphaltic Shingles 0 Metal Panel/Shingles
Lil Prescriptive BUR-RAS 150 El Other:1
Roof Type
Li New Roof Ell Re-Roofing 0 Recovering El Repair El Maintenance
Are there Gas Vent Stacks located on the roof? El Yes '2 No If yes, what type? El Natural [I LX
• • • •
• • •
Roof System Information •• • •••• • • • •••••••
••• -- ••••
Low slope roof area (ft. N/A Steep Sloped area (ft.2)2400saft. Total 44112400W:1ft. • •
• •
0
• •
••••
• •
•••• • • •
Section B (Roof Plan)
•_•-•-•-• • • • • 0_
ISketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppeL§ftribverfloth o •••
drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pr ones and.
location of parapets. • • •
••••
• • •
Perimeter Width (a'):1 Comer Size (a' x a'): • • •••• ,
• •
Amur nmisTaiR WWW51 •
summummummmummimmismommowstimmummommummumumm
MEMINIMMUMEMMEMMENIMMIMMOMMEMEMMERVANNIUMMINIMMMEMMEMUMMEMMEM
MINIMMEMMEMMEMOMMOIMMIMMIMAIMMEMINIMAMMAIMEMIUMMEMEMEMEMMEMMEM
mammiumwmaimmumilimmelummunimmemommemmummummmummommun
mmummilimailiammummiximmommrammil- AOMME••MEM•M•
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IIMMEMMINIMMIMMOMMIIMMEMMIIMMAIMMOMMOMMEMMEMEMEMEMMEHRIMMUMMMEM
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•MMEMMUMMOMMINIMMOMMINIMMEMMINICAMMEMMEMINWAMMIENNMUMMEMEMI•M
mommiummommummomminummummimmummommummumummumms
1111.1111111111111111111111MMUNIMOUMEMEMEMMINIMMEMMEMMUMEMMINEMMEMEMMEMM
MIUMMIUMMINOMMINEMMIUMOMMEMEMEMMEMMIIMMERNMEMEMMUMMEMINIMEMEM
•INIMM•MMEMMMEM••NIMMINOMOMMEMEMMEMPIAM•O••EN••M•NMEI•MORMEMEM
mmmmmmmmmmmmmmmmmmmmmmrawwmmmazAmmmmmmmmmmwmmmmmmmmmmmmmm
MMINIMMEMMIUMMERMEMEMMERIMMEMMEMEMEMCSIMIMMINIMMENCIMMEMMEMMEM
MEMINIMMEMMINIMEMMIUMMUMMIMMUMMUMMUMMIWAMINIMMEMMUUMUMNIUMMERM
MMEMMINIMEMEMMUMMOMMONEMMOMMOMMOIMMEMEMORMEMEMOMMEMMEMEMMUM
1111111111111101111111MMEMERWMINIMMMEMEMMEMEMMEMROMMOURIMUMMEMEMIUMMO
MOIMMEMEMMENEMMOMMEMIUMMINIMMEMEMMINIMMEMMIENEMMIIMMEMEMIMMEM
MUMMEMROMEMINIMMIMMUMMOIMMEMMENIMMOMMINIMMIOMMUNRINIMMUMMEM
MEMEMERMEMMIENIMMIMMENMEMMOMMUMMENIUMUMMUMMOMMIMMEMMMEMMER
IIMMUMMIUMIRMIMMEMEMEMMENUMEMMUMMIMMEMMEMMINIMMOMMINIMMEMEMEM
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MEMEMOMMEMEMMEMMOMMIMMOMMEMMUMMEMMEMINIMMUMMEMMEMEMEMMEM
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1 of 2 9/8/2006 9:09 AM
http:// www. miamidade. gov /bldg/roofmg _permiting/section d 3.html
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section D (Steep Sloped Roof System)
Roof System Manufacturer: 'Clay Forever
Notice of Acceptance Number: 4- 0426.04
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 11-45
P2:1 -95.1 P3:195.1
Maximum Design Wind Pressures, (From the PCA Specific system):166.5
Sloped System Description
Deck Type: 1 "x6 "T&
Roof Slope: 1/2
Roof Mean Height:113'
Ridge Ventilation: In /a
"/12"
Method of Tile Attachment:
Adhesive, Large Paddy Polyfoam Polypro
Altemate Tile Attachment Method:
IN /A
Clip S acing for Metal Roof Panels
Field: N/A Perimeters: N/A Comers: IN /A
Perimeter Width: IN /A
Page 4
Altemate Deck Type:
1N /A
Underlayment type: • •
1301b. ASTM D -226 • • •
Insulation/Fire Barrier Board •••••
•
1N /A
•
Optional Nailable Substrate_ • • •
IN /A •
•••• •
Fasteners:
11 1/4" R/S Nails
Cap Sheet Type /Adhesiv@ •I ' &
01b. ASTM felt/Type I1! asphalt
Roof Covering: • • •
•• ••
•
•• •
ISpanish S Volcan Terracotta Tile
Roof Covering Attachment Method:
PPolyfoam adhesive setting
• ••
• • •
•
••••
•
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••••
• • •
•• •
Drip Edge Size & Gauge: 3" face 26 ga.
Drip Edge Material Type: Galvinized Metal
Drip Edge Fastener Type:
11 1/4" R/S NNails
Hook Strip /Cleat ga. or weight: N/A
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1 of 1 3/17/2006 2:46 PM
w
http:// ww. miamidade. gov/ bldg /roofing_permiting/section e_3.htm
High Velocity Hurricane Zone Uniform Roofing Permit Application F
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATI
orm
ON
Section E (Tile Calculations)
For Moment based tile systems, chose either Method 1 or 2. Compare the
values for Mr with the values from Mf. If the Mf values are greater than or
equal to the Mr values, for each aea of the roof, then the tile attachment
method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
P x A10.255 - Mg: .05 = Mr1: 16.43 NOA Mt 6.5
P 2: I -95.1 x A .255 - Mg: .05 = Mr1: j19.20 NOA Mf: 66.5
P 3:1-95.1 x A .255 - Mg: 15.05 = Mr1: 19.20 NOA 11/If: 6.5
Method 2 "Simplified Tile Calculation Per Table Below; .
• • •
•. •
Required Moment of Resistance (Mr) From the Table Below: I NOA;Mf:
Mr Required Moment Resistance*
Mean Roof
Height in Feet
15'
20'
25'
30'
40'
Roof Slope
1
1
1
1
2:12
34.4
36.5
38.2.
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8'34.91
26.4
28.0
29.4 ,30.5
f
32.4!
7:12
24.4
25.9.
27.1 j' 28.2
30.01
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•
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•
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• ..
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•
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• •••.
• •.
.. • •••.
• • •
*This Table must be used in conjunction with a list of moment based tile
systems endorsed by the Broward county Board of Rules and Appeals.
Page 5
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1 of 1 3/17/2006 2:48 PM
MIAMVOA021
BUILD= CODE COMPLIANCE OFFICE (HMO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clay Forever
6801 NW 72 Avenue
Suite 301
Mlsi, FL 33166
11 A L A 1s u z AD R cowry, F L (1 R ID A
METRO -DADE PI.AGLER BUILDING
t
WESTFLA.GLER SFREEP, MINIM
MIAMI FLORIDA 33130-1563
(3t6) 315-2901 PAX (V 335 -290%
•
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 (ART).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Division (3n Wrissni Dade County) and/or the AEI (m areas otber than Muni Dade Coamtt 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 per, the manufacturer will incur the expense of such testing and the AHT 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 Flow Building Code,
including the High Velocity Hurricane zone. • • • • • •
DESCRIPTION: Mean by 'Musa, Spanish "S" Clay roof Tile
••••
LABELING: •
Ste' � • . •
Each unit shall bear a permanent label with the manufacturer's name or to •
following statement: "Miami Darter County Product Control Approved", glass otherwise' meted .• • • • •
RENEWAL of this NOA shall be considered after a renewal application has been filed apd there has beano ' •
change in the applicable code negatively •
building gatively affecting the performance of this product. • • • • • •
TERMINATION of this NOA north occur afte�rthe alp /ration date or if there has been a rel+islth or chili; 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 aao toamatica ly terminate this NOA. Pailme 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 data may be displayed in advertising literature, If any portion of the NOA is displayed, tent shall
be done in its entirety.
INS'PECTTON: 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 # 01 -0828.01 and consists of pages 1 through 6.
The submitted documentation was reviewed by Frank Zuloaga, RRC
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NOA No.: 04-0426.04
Expiration Date: 08(26/09
Approval Date: 0846/04
Page 1 of 6
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ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Clay
1. SCOPE
This new roofing system using Volcan by Altusa Spanish "S" Clay Roof Tile as manufactured by
Clay forever as desrnbed in Section 2 of this Notice of Acceptance. .For locations where the
pressure requirements, as determined by applicable Building Code does not exceed the design
possum valves obtained by calculations in compliance with RAS 127 using the values listed in
section 4 herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by , I ensions Test Per
Aunlicant EWBA cations Descrlutimn
Volcan by Altusa Length: 19.8" High profile, one-piece, `S' shaped single roll
Sp h'5" Clay Wes: 10 ASTM C 1167 clay the uh a nominal 2 -34 irrch b adlap:
Roof Tile varying thickness For direct deck nail-on, mortar set, or
adhesive set applications.
Lengt& varies Accessory trim, clay roof pieces for use at
Width: varies PA 112 hips, Makes, ridges and valley terminations.
: • • ..: varying thickness Manufactured for each tile profile.
TrirttPisces
• .
•
2.1 SUBMWEED EVIDENCE:
• • T Ttst ldtst4,flet Ttst NantiRtviwt
• 2397-59 • ASTM C 1167 04,127/04
.L:RI Aspt#T1Inologies, Inc. PDI- 402-02-01 TAS 101 10108102 •
: Asphalt Technologies, Inc PD7- 01 -02 -01 TAS 101 10/0W1D2
:
Roof Tile •Association 99-0041 NTRMA I-ligh Miami Dade NOA 1999
3. LIMITATIONS
3.1 The classification is not plum of this aoxptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test maybe performed in
accordance with RAS 106.
3.3 Applicant shall retain the services of a IVfiami Dade County Cerdtied Laboratory to perform
quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Mnmimum underlayment shall be in compliance with the applicable Roofing Applications
Stands listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular. to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
NOA No.: 04- 0426.04
Expiration Date: 08/26(09
Approval Date: 08/26/04
Page 2 of 6
4. INSTALLATION
4.1 Volcan by Altusa Spanish "S" Clay Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 120.
42 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w
Tile 'Profile
Volcan by Aftusa
NilfeegtV -W tlb1)
Length-1 tit)
7.1
1.650
Width-et tit)
0.833
' Tl4e
Profile
( Votcan by Aftusa
Table 2: Aerodynamic M uliers - ? (fts)
Batten Application
0.235
Direct Deck Application
0.255
2": 12°
Dr lees
Batten Direct
Deck j
4.78 5.12
Table 3: Restorinl Moments due to
S °:12° 1 4 ° :12"
5 ":12"
M7 jitab)
6 °:12"
Batten I Direct Batten
Deck
4.71
5.05 1 4.62
Direct
Deck
4.96
Batten Direct Batten
Deck
4.51 4.84 4.38
7 °:12° or
Meats?
Detect Batter• 5ii+ect
Desk. : .• 13ack
4,87: • 4.25 ' • :x.55
••..
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NOA No.: 04-0426.04
lEaptr icon Date: +8&26/W9
Approval Date: 08/26/04
Page 3 ot 6
Table 4: Attachment Resistance Expressed as
for Tian -On Systems
Fastener Type Direct Deck
(Min 15/32"
plywood)
2 -lAd Rho Shank Nab
1 -10d Smooth or Screw
Shark fSat�
2-10d Smooth or Screw
Shank Nabs
1 .#8 Screw
2 .#8 Screws
1-10d Smooth or Screw
Shank Nal (Field Cif j
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Naffs Field
i
28.8
1
a Moment - Mt (ft Ibf)
Direct Deck Battens
(Min. 19/32"
plywood)
5.1
41.2
6.8
19.4
2.8
6.9
92
7.3
28.7
58.2
23.1
28.7
58.2
23.1
29.3
29.3
27.6
27.6
N/A
28.8
19.0
24.0
38.6
Table 5: Attachment Resistance Expressed as a Moment Mr (ft-1131)
for Two • - Adhesive Set tams
Tile Application
• • Tile
' Proflle •
Voleatb Attun •
2 . See man
•
Adhesive
co ' ant ' royal for Installation • uirements.
3. Fiiex laPreslus Company TilaBond A per pray 10.7 grams.
oam P Inc. A ; - ,ewe • ht •.:,,, 8 • rams.
.. •
• • •
• •
• •
Minimum Attachment
Resistance
28.
•
••..
.• IIle• •
• •
•. •Profile ••
• f4. Ass/ &p as a t - Mt (It ibi)
for Sin, e P = Adhesive Set stems
Tile Application
Volcan by Abase
4
6 Medium
P, oam Pol - roTM
Po oam PolyProTM
d • • lacement of rams of P • - roTM.
lacement of 2 , rams of Po
TM,
Minimum Attachment
Resistance
66.
NOA No.: 140426.04
Expiration Date: 08/26/09
Approval Date: 08/26/04
Page 4 of 6
5. LABELING
All tiles shall beat the imprint or identifiable mating of the manufacimds name or logo, or
following statement: "Miami Dade County Product Control Approved ".
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 by the Building Official or applicable
building code in order to properly evaluate the installation of this
system.
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1 \�A lW►i
04-0426.04
Expiration Date: 08/26/09
A�� Dat pp % 0V2
Page 5 of 6
YOLCAN `S' STATUE CLAY BARREL ROOF TILE
PROFILE DRAWINGS
END OF THIS ACCEPTANCE
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NOA No.: 04- 0426.04
Expiration Date: 08/26/09
Approval Date: 08/26/04
Page 6 of 6
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M1AMMADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
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
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 VelocctIAI1aricang
Zone of the Florida Building Code. •
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DESCRIPTION: Polypro® AH160 '
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RENEWAL of this NOA shall be considered after a renewal application has been filed.arid there ha ►beat no
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change in the applicable building code negatively affecting the performance of this prod; fY • • • • • • • •
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TERMINATION of this NOA will occur after the expiration date or if there has been a.srarision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement •
product, for sales, advertising or any other purposes shall automatically terminate this N()A..Fai1ure to comply
with any section of this NOA shall be cause for termination and removal of NOA. • • • . • • • •
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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 No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
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ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves Polypro® A11160 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 Polypro® 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 Test
Specifications
Polypro® AH160 N/A TAS 101
Foampro® RTF1000
ProPack® 30 & 100
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N/A
N/A
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PRQD TS NMANI?FACTURED BY OTHERS:
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
OOOOOO
• • Any Miami -Dad
s city Product Control Accepted Roof Tile Assembly having a current NOA which
• • list %men resister values with the use of Polypro AH160 roof tile adhesive.
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PHYCAL PROPERTIES:
.••••. Property
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• • Density . . •
Comprossive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
Note: 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 Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
25 -7492 SSTD 11 -93 12/12/95
Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94
01- 6739- 062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109 -2
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520109 -3
520109 -6 •••••'
520109 -7 •
520191 -1 TAS 101 • •• • • *Q3/02/29.44.
520109 -2 -1 •••• •
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LIMITATIONS:
1. Fire classification is not part of this acceptance. s •
p ceptance. Refer to the Prepared Roof Tile tAss • for ,
rating.
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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 Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
1 �
F`
2
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MS
W
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 3 of 7
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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 Roofing 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
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHI60 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® A11160 shall not be exposed permanently to sunlight.
8. • Tills must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
• Volypro®AH160 has been dispensed.
• • 9. •?'dlypro®*AIf1 &) placement and minimum patty weight shall be in accordance with the Placement
• • ' 1ST tails' h8f fl' •Each generic tile profile requires the specific placement noted herein.
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• `•`: •.. arable 1: Adhesive Placement For Each Generic Tile Profile
• - - ......
• •: • • ilk 1ofile
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Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
lit, Lon,`Ijigi Profiles
#1
35
N/A
{lih Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
LABELING:
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
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
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Pages of 7
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ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement
Single paddy under the
Single paddy between tile
2 in. x 7 in. medium
size paddy save
course ordy
between
In.x 3 in.
Single paddy
on underlayment
Singh paddy
on top of the
Eave Course
Eave Closure
2 in. x 7 In. medium
fast paddy eave course only
END OF THIS ACCEPTANCE
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7
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