RF-10-1266r
I
Scheduled Inspection Date: July 20, 2010
Inspector: Bruhn, Norman
Owner: PAULSON, ROBERT
Job Address: 10205 NE 4 Avenue
Project: <NONE>
Miami Shores, FL
Building Department Comments
July 19, 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 - 148334 Permit Number: RF -7 -10 -1266
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number (305)751 -8593
Parcel Number 1132060170770
Phone: 305 - 757 -2612
REPAIR LEAK IN ROOF TILE WITH SPANISH S COLOR
THRU TILE
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
e6-
Page 10 of 25
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Building Department Copy
Owner Information
Project Address
10205 NE 4 Avenue
Miami Shores, FL
1132060170770
Block: Lot:
ROBERT PAULSON
Fees Due
CCF
Education Surcharge
Permit Fee - Repairs
Scanning Fee
Technology Fee
Total:
Amount
$0.60
$0.20
$100.00
$9.00
$0.80
$110.60
Address
Contractor(s) Phone
OBENOUR ROOFING SHEET METAL l 305 - 757 - 2612
Cell Phone
Phone
ROBERT PAULSON
10205 NE 4 AVE
MIAMI FL 33138 -2416
(305)751 -8593
i
Type of Work: Re Roof
Additional Info: COLOR THRU
Classification: Residential
Scanning: 3
Authorized Signature: Owner / Applicant / Contractor / Agent
Pay Date Pay Type
Invoice # RF -7 -10 -38413
07/15/2010 Check #: 3621
07/13/2010 Check #: 5676
Amt Paid Amt Due
$ 60.60 $ 50.00
$ 50.00 $ 0.00
Cell
Available Inspections:
Roof Review
Inspection Type:
Roof Repair
Final Roof
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated.
July 15, 2010
Date
July 15, 2010 1
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building
Plumbing Mechani
Owner's Name (Fee Simple Titleholder) gD)(f (SOD Phone # -
Owner's Address 1 DPE of LI '- OiLikL ,lt
City AttAlla f j State j
Tenant/Lessee Name
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL #
Is Building Historically Designated YES
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
q
Electrical
)O D S Pe IttkaLle
County Miami -Dade Zip
NO
Zip 3) /J
Phone #
Phone #
Square / Linear Footage Of Work:
JUL ECIERVISD
t 3 7
Y: .....
Permit No. 1 Q N
Master Permit No.
I vels
(6-'15g -59Vj
3QS 1S) a(01,2-
3i/ ?,
Contractor's Company Name t f # � , / Phone #
Contractor's ddress / IJG t C' ? i1)/
City I Ur State FL Zip
Qualifier Name air C f f). Day( uv Phone #
State Certificate or Registration No. 0 g ( 0l 4-30I Certificate of Competency No.
Type of Work: DAddition ['Alteration ONew / Er [' Demolition
Describe W r a k .
�S
� (0k (Q**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **F ************* * ** * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal FeeT , . QJ Permit Fee $ / " CCF $ CAQ0 CO /CC
Notary $ Training/Education Fee $ 0490 Technology Fee $ ®' C
Scanning 4. Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ (00 -(
See Reverse side - -)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 12.
t° �� Signa7rf
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 9 The f egoing instrument was acknowledged before me this 7
day of o.4 20 /,b , by — Paul r O i' , day of
who is personall known to me or who has produced who is personally `laiown to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign: z . - 0 :I .43 ;7:; 0 i
EC Ceal ' ° D art
My Commission Expire 67
Pte. Az !
(Revised 02/08/06)
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
20
as identification and who did take an oath.
�i
r; OTAR' CC-STATE uF '. 4 A
Brands D. H a d
�= On DD867S9g
. 7
APPLICATION APPROVED BY ' 77' Q Plans Examiner
Engineer
Zoning
Owner's Notification Form 07
MIAMFD
COUNTY
"Delivering Excellence Every Day" SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. 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 govern the minimum requirements and standards of the
industry for roofmg 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 designated space indicates that the
item has been explained.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) 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 addressed
as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofmg, 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 visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofmg nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to ' R t ov g . uppers in accordance
with the requirements of: Chapter 15 and 1.6 herein and the Florida Bua . i ad ; l ing.
I / � • • •
i / 7. Ventilation: Most roof structures s'�io�lt l}a�esame ability t
interior of the structural assembly (the building itself). The existing a
reduced. Exception: Attic spaces, designed by a.lArida-licensed.eng
the attic venting, venting shall not be rggqirexi. • • .. • • • • •
Owner's/Agent's Signature: •
Contractor's Signature:
Property Address:
... .
• •
Permit Number:
JUL 1
ow through the
shall not be
itect to eliminate
PP S no, es age
APP
ZONING R
P1.DG DEPT
CF 'dAIT1 - 1 ALL FEDERAL
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HIGH VELOCITY HURRICANE ZONES UN 14
(FORM PERMIT APPLICATION
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAG
CO PL ETE THE NECESSARY SECTIONS O
UNIFORM ROOFING F
APPLICATION FORM AND ATTACH PERMIT THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Required Sections of the
Permit Application Form
ATTACHMENTS REQUIRED:
Fire Directory Listing Page
From Notice Of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
Design Calculatia9S 15L+ ggphoc� R44Q3, or If Applicable, RAS
RAS 128 127 or • Other Component Notice of Acceptances
Municipal Permit pnljcatiop •••
Owners Notificaivn r
• • •
ing•Calau ation Do Documentation
tats Roofing Only)
Any Required Rde, Test
cumentation
•
•
..
•
..
.. •
.
• E -Codes
lamlets.
Florida Building Code Edition 2004
High- velocity Hurricane Zone uniform Permit Application Form.
Section A (General Information)
Master Permit No. . I Process No.
Contractor's Name
Job Address /0 20-.4 /1/
ROOF CATEGORY
O Low Slope 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile
O Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes
Shingles
0 Prescriptive BUR - RAS 150
ROOF TYPE
0 New Roof Cl Reroofing 0 Recovering Repair Q Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep SI • . . Roof Area (SF)
12 S /
Section B (Roof Plan)
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
• • • •• • • •
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••• • • • ••• • •
Total (SF)
A92 /
•
• •
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•
••
•.
•
•
•
•
•
•
•.
••
•
•
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!••
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4'
•.
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•••11
ASSEMBLIES AND ROOFTOP STRUCTURES
Root System Man� use/
Notice of Accepterice.Nslmbe
Florida Building Code Edition 2004
Mis►rVetocitY Murrlcana Zone Uniform Permit Application Form.
siation o .wt _ Slope R oof Gy tet)
Deck Typ
• .. . ••• .••
• • • • • •
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• • • • . •
• • .. . • ••
. S
• ••
••• •
rd
Minimum Design Wind Pressures, if Applicable (From RAS S 327 or
Calculations): <� r3: S
P 1: P2:
Maximum Desi • n Pressure
(From the Pp_ • c A • prove! Specific System):
5120-SYSem.Q §$QfIP 1
fxrir Boor 5Yrrei'
e underlavment•
Insulation:
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type: ) L
Type Cap Sheet: fit pd
Roof Covering: /14 Mean Roof Height: • F • .. • • •
•
• • hype S Size Drip • Edge:
.
•• •,,, .. . • • ..
•
•
• . .
• . •.
• . . •
• ..
• •
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• • • • • • •
•• •
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I
Pem. Se-41/6
FLORIDA BUILDING CODE— BUILDING
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permit Application Form.
• Section E (Tile Calculations)
For Moment has tUe systems, choose either Method 1 or 2. Compare the values for M with the values from M If the Mt values are greater than or
equal to the M values. for each area of the roof, then the tile attachment method is acceptable.
(P x L
(P x L
an name sat m nada MBE .- BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Method I " omen Based Tille Per RAS 127"
(P s ®. . Mg: 7./ a M Product Approval Mf Me1
(P2: x ?` 2211 y+ g c ar - a Mr2/22'f7 Product Approval Mt _E
(P r /a •233 G " ) - Mg: t!' f- • Mr? Product Approval M �G g r7
• ••••
••••. •
Method 2 'Simplified Tile Calculations Per Table Below"
Requited Moment of Resistance (Mr) From lhble Below Product Approval M f
M, required Moment Resistance
Moan Root Height -►
Roof Slope j
2:12
• 3:12
4:12
5:12
6:12
7:12
15'
34.4
32.2
30.4
25.4
25.4
24.4
20'
386
34.4
32.2
30.1
28.0
25.9
25'
38.2
36.0
33.8
316
29.4
27.1
30'
39.7
37.4
35.1
32.8
30.5
28.2
40'
42.2
39.8
37.3
34.9
32.4
30.0
*Must be used In conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For ()putt based the systems
use Method 3. Compared the values fore with the values for Fr If the F' values are greater than or equal to the Fr values.
for each area of the roof, then the tile attachment method Is acceptable.
Method 3 "Moment Based The Calculations Per RAS 127"
x w::s _ � - W: x cos 0 = F Product Approval F'
a - X w: m •_� - W: x c B , +a F Product Approval F
m F Product Approval Ir
(P3: xL s+ - Xw:n 1 W: x cos
re to information
Site
Site
Approval
Approval
Approval
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alarid + •
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iucr 11 A141044 .
laced •
•
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sal • •
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duet Approval
••• •
alas thedime oCitenalt application.
• •
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Where to find
127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
15.35
Wh
Symbol
Description
RA,
1 P3
Design Pressure
PI or or
lob
H
Mean Roof Height
lob
a
Roof Slope
Pro
a
Aerodynamic Multiplier
Pro
Restoring Moment due to
Gravity
. Attachment Resistance
• • . jh'11 • _
Pre
itel
•
Required Moment Resistancz
• j • •
*
Minimum Attschmen`
• • • •
• • • • • •
F'
•
I
Pn
Resistance
ea
•
•
Pa
Required Uplift Resist
• ; • Pr • • •
• •
• •
Ile W SS
•
• W • •
Average
•
'I1e Dimensions
•
• • �---
•
L a length
I
Pis
W = width
bTdinit2: cl
All calculations must be submitted to3he
. • • • as
Florida Building Code Edition 2004
High- Velocity Hurricane Zone Uniform Permit Application Form.
• Section E (Tile Calculations)
For Moment has tUe systems, choose either Method 1 or 2. Compare the values for M with the values from M If the Mt values are greater than or
equal to the M values. for each area of the roof, then the tile attachment method is acceptable.
(P x L
(P x L
an name sat m nada MBE .- BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Method I " omen Based Tille Per RAS 127"
(P s ®. . Mg: 7./ a M Product Approval Mf Me1
(P2: x ?` 2211 y+ g c ar - a Mr2/22'f7 Product Approval Mt _E
(P r /a •233 G " ) - Mg: t!' f- • Mr? Product Approval M �G g r7
• ••••
••••. •
Method 2 'Simplified Tile Calculations Per Table Below"
Requited Moment of Resistance (Mr) From lhble Below Product Approval M f
M, required Moment Resistance
Moan Root Height -►
Roof Slope j
2:12
• 3:12
4:12
5:12
6:12
7:12
15'
34.4
32.2
30.4
25.4
25.4
24.4
20'
386
34.4
32.2
30.1
28.0
25.9
25'
38.2
36.0
33.8
316
29.4
27.1
30'
39.7
37.4
35.1
32.8
30.5
28.2
40'
42.2
39.8
37.3
34.9
32.4
30.0
*Must be used In conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For ()putt based the systems
use Method 3. Compared the values fore with the values for Fr If the F' values are greater than or equal to the Fr values.
for each area of the roof, then the tile attachment method Is acceptable.
Method 3 "Moment Based The Calculations Per RAS 127"
x w::s _ � - W: x cos 0 = F Product Approval F'
a - X w: m •_� - W: x c B , +a F Product Approval F
m F Product Approval Ir
(P3: xL s+ - Xw:n 1 W: x cos
re to information
Site
Site
Approval
Approval
Approval
• • ••
alarid + •
. ••• •
• • • •
iucr 11 A141044 .
laced •
•
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sal • •
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••• •
duet Approval
••• •
alas thedime oCitenalt application.
• •
• i • •
• • • • •• ••
••• • •
Where to find
127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
15.35
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVLSION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LLC
200 Story Road
Lake Wales, FL 33898
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: Spanish `S' Nuevo Concrete 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,
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, followed
the e n it s hall
by
be done in its entirety. p n it shall
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 pages 1 through G. •. • • • • • . •
The submitted documentation was ; eviewed liy i1lex:fieia.:
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000 • • • 000 • •
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.: 09- 0331.10
Expiration Date: 05/20/14
Approval Date: 05/20/09
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Sub- Category:
Material:
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Monier Lifetile
Spanish 'S' Tile
Trim Pieces
2.1 SUBMITTED EVIDENCE:
Test AEencv
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Roofing
High Profile Roofing Tiles
Concrete
1. SCOPE
This approves a system using Monier Lifetile Spanish `S' Nuevo Concrete Roof Tile, as
manufactured by Monier Lifetile LLC in Lake Wales, FL and described 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 pressure values 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.
Dimensions
1 =17"
w= 9 -3/4"
min. .63" thick
1= varies
w = varies
varying thickness
Test Identifier
• • • • • •
•
• • 44-b83 •
• •
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•
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Test
Specifications
7161 -03
Appendix III
7161 -03
Appendix II
P0647 -01
PO402
94 -084
25- 7183 -4
TAS 112 High profile, interlocking, one - piece, 'S'
shaped, high- pressure extruded concrete roof
tile equipped with three nail holes. For direct
deck nail -on, mortar set or adhesive set
applications.
TAS 112 Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report Date
Static Uplift Testing Dec. 1991
PA 102 & PA 102(A)
Wind Tunnel Testing Dec. 1991
PA 108 (Nail -On)
Wind Tunnel Testing Aug. 1994
PA 108 (Mortar Set)
Withdrawal Resistance Testing Sept. 1993
of screw vs. smooth shank nails
Static Uplift Testing May 1994
• PA 101 (Mortar Set)
• • • • Static Uplift Testing April 1994
•..
• • PA 101 (Adhesive Set)
Static Uplift Testing Feb. 1995
PA 102 (2 Quik -Drive Screws,
• Direct Deck)
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• • • NOA No.: 09- 0331.10 • • • • Expiration Date: 05/20/14
Approval Date: 05/20/09
• • • • • • Page 2 of 6
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•••
Product
Description
Test Agency
The Center for Applied
Engineering, Inc.
Redland Technologies
The Center for Applied
Engineering, Inc.
Nutting Engineering
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
3. LIMITATIONS
Test Identifier
25- 7214 -3
Letter Dated Aug. 1, 1994
Project No. 307025
Test #MDC -78
13343.1
520111 -3
520191 -2 -1
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Walker Engineering, Inc. Calculations
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Test Name/Report
Static Uplift Testing
PA 102 (1 Quik -Drive Screw,
Direct Deck)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Driven Rain
PA 100
Physical Properties
TAS 112
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Restoring Moment Due to
Gravity
Two Patty Adhesive Set System
Date
March, 1995
Aug. 1994
Oct. 1994
Feb 2009
Dec. 1998
March 1999
Jan 2009
February 1996
April 1996
December
1996
March 1995
Jan 2009
April 1999
3.1 Fire classification 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.
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 Roofmg 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.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Monier Lifetile Spaaisfi V:141eito Conorefe Aoof Tile and its components shall be installed
in strict compliance ;Pith Rqf n Apppicpti )f St RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment CalCdlatiotii • • • • •
NOA No.: 09- 0331.10
Expiration Date: 05/20/14
Approval Date: 05/20/09
Page 3 of 6
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
for Nall -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Monier Lifetile Spanish 'S'
Nuevo Tile
2 -10d Ring Shank Nails
28.6
41.2
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2 -10d Smooth or Screw
Shank Nails
6.9
9.2
1 .#8 Screw
20.7
20.7
2 .#8 Screws
43.2
43.2
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1
23.1
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
Table 1: Average Weight (W) and Dimensions (I x w )
Table
3: Restoring
3 ":12"
Moments due
4 ":12"
to Gravity - M
5 ":12"
(ft-lbf)
6 ":12"
7 ":12" or
greater
Tile
Profile
2 ":12"
Monier
Lifetile
Spanish
'S'
Nuevo
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
N/A
6.00
N/A
5.93
N/A
5.83
N/A
5.70
N/A
5.56
N/A
5.39
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (lbf)
Length -I (ft)
Width -w (ft)
Monier Lifetile Spanish 'S' Nuevo
Tile
8.95
1.417
0.8125
Table 2: Aerodynamic Multipliers - x Lft')
Tile
Profile
A. MI
Direct Deck Application
Monier Lifetile Spanish 'S' Nuevo Tile
0.233
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NOA No.: 09- 0331.10
Expiration Date: 05/20/14
Approval Date: 05/20/09
Page 4 of 6
Table 6: Attachment Resistance Expressed as a Moment M (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Monier Lifetile Spanish 'S' Nuevo
Tile
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Tile Application
Adhesive
Minimum Attachment
Resistance
29.3`
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile Application
Tile
Profile
Monier Lifetile Spanish 'S'
Nuevo Tile
3 Large paddy placement of 63grams of PolyPre'''.
4 Medium paddy placement of 24grams of PolyProT""
Polyfoam PolyPro
Polyfoam PolyPro
Minimum Attachment
Resistance
66.5'
38.7"
Table 8: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Mortar Set Systems
Tile
Profile
Monier Lifetile Spanish 'S' Nuevo
Tile
Tile
Application
Mortar Set
Attachment
Resistance
24.5
5. LABELING
All tiles shall bear the imprint or identifiable marking of' the manufacturer's name or logo as
seen below, or following statement: "Miami -Dade County Product Control Approved ".
MONIERLIFETILE LLC, SPANISH 'S' NUEVO TILE (LAKE WALES, FL PLANT)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application fgr•builalirg permit h011.ie a ompanied by copies of the following:
6.1.1 This riptice,pf rivoeplaica : •
6.1.2 Any other dc4 Dt zeluile l by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
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NOA No.: 09- 0331.10
Expiration Date: 05/20/14
Approval. Date: 05/20/09
Page 5 of 6
PROFILE DRAWINGS
17"
9 -3/4"
MONIER LIFETILE SPANISH 'S' NUEVO CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
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NOA No.: 09- 0331.10
Expiration Date: 05/20/14
Approval Date: 05/20/09
Page 6 of 6
MIA DADE
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® AH160
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 thgre_bas been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by J; rge L. Acebo.
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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- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
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 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 'I AH160 N/A TAS 101
Foampro® RTF1000
ProPack® 30 & 100
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 ASTM D 2856
N/A
N/A
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.
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Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
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Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
Results
1.6 lbs./ft.'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
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 -] PA
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
Miles Laboratories 25-7492 SSTD 11 -93 12/12/95
Pol NB- 589 -631 ASTM D 1623 02/01/94
ymers 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[l J 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
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 • 03/02/99
520109 -2 -1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
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
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*s
•'• ••• •••• ••• • • NOA No.: 06-0201.02 • • • • • • • • • Expiration Date: 05 /10 /11 • • • • Approval Date: 04/13/06
• • ••• • Page3of7
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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® 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® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Flat, Low, High Profiles
High Profile (2 Piece
Barrel)
Flat, Low, High Profiles
Flat, Low, High Profiles
Placement
Detail
#1
#1
#2
#3
Single Paddy
Weight Min.
(grams)
35
17 /side on cap and
34 /pan
24
Two Paddy Weight
per paddy Min.
(grams)
N/A
N/A
N/A
8
LABELING:
All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Offiiialiti applicable building code in order to properly evaluate the
installation of this system. • • • • . • • • • •• • • • • ••• •
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NOA No.: 06- 0201.02
Expiration Date: 05 /10/11
Approval Date: 04 /13/06
Page 4 of 7
ADHESIVE PLACEMENT DETAIL I
SINGLE PATTY
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Eave course only:
Keep adhesive approx.
41n, up from weepholte
1 )Piaco 8 =0 adheaNato achieve 17to23 bra
stptae lathes In corded with tho pan the
2) Ttoa covets upside down. Place adhesive 1f2 ha`
To14t Fromoutsideedgeoltovarttle �t
Then Meld t le.
%')
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 5 of 7
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ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
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• • • • • • • • • • • • • Expiration Date: 05/10/11 • • • • • • • •
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NOA No.: 06-0201.02
Nail through plastic cement
3 in. x 3 hi. 4 in '
Single paddy
on underlayment
on top of We
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Eave Course
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END 0F; III KC:C'EyTANCE
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Nail through plastic cement
Underlayment
/ }}j3in.x3in.
Single 4In.
paddy on
under -
layment
Single paddy under We
Single paddy between tile
2 In. x T in. medium
size paddy eave
course only
Single paddy
on top of tile
Ewe
Course
Weephole
Eave closure
Drip edge
Single paddy
between tile
2 In. x 71n. medium
Fascia paddy eave course only
Ewe Closure
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7