RF-10-380re roof east one story over office and Ietchen tile roof
system. Install spanish S tile
Passed
��
Inspector Comments
0 p L F-i
& (2) -.:.
1 a
___..q .._b .
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: April 22, 2010
Inspector: Rodriguez, Jorge
Owner: CHURCH, ST MARTHA'S CATHOLIC
Job Address: 9221 BISCAYNE Boulevard
Project <NONE>
April 22, 2010
Miami Shores, FL
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
For Inspections please call: (305)762 -4949
Inspection Number: I NSP- 137559
Permit Number: RF -3 -10 -380
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number
Parcel Number 1132060160010
Phone: 305 - 757 -2612
Page 1 of 1
Job Address:
Contractor:
Type of Tile:
Type of Access:
App. Sq.Ft:
Resl> y Snbni�tted By:
F.I.
Vinayagar M. Balakrishnan V, P
State of Florida Lie # 63107
FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC
16701 SW 117 Avenue, Miami, Florida 33177
Telephone: (305) 378 -1991- Fax: (305) 378 -1997
FLORIDA INTERNATIONAL
ENGINEERING & TESTING L B Miami Dade Lab Certification # 07- 0612.11 - State of Florida CA # 27273
WSIGHs•INNOVnnau•INIXG ATION
SITE SPECIFIC INFORMATION � N2 1800
/3z ev erz.
gZ2f 47/5G� erg 4/ . "r6fi 445 Owner's am • '�l ( P Q 4 4 e
0,5'x" Q- G9 1(0/ e' i' 4 � ° Permit # Install Date: 41
iitt7i16 t I ^ t >I 5k-i° Approx. Height 16 ' Floor:
Scaffolds: Ladder: Slope: Test date ° > 24)./0
2, 6o Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shunpo Instrument
TEST RESULTS
P= PASS,F =FAIL
1
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piste
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IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
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Miami Shores Village
B De artment e
N � � X010
bi g p
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) ST 14pr4. O Phone #
Owner's Address q a`d \ ¶ 3 C atl 1._e_ ( Vey--
City kr A V ie State -P Zip 31 3 Y
Tenant/Lessee Name .. jl 4 `tom`»- avis L Ce, -gt/ Phone #
Job Address (where the work is being done) t 4?- 1 b C 5 Cam 61/-V
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL # c ` 3 e� Ira
® b O 1 0 ®' '
Is Building Historically Designated YES NO l.,
Contractor's Company Name ()Jae 00 j { ) Phone # (- 7 C 7 — \ a
Contractor's Address t Ste( 13 � 971
City 1.4 L S VI Q Y5 State Zip 3 t 3
Qualifier Name l ,p_e� �� �°1 c2)( ,v*- Phone # AZ _
State Certificate or Registration No. C C.,( l ( 3 � , Certificate of Competency No.
Architect/Engineer's Name (if applicable) f Phone #
Value of Work For this Permit $ 0 14 tO 0 0
Type of Work: ❑Addition ['Alteration ['New
Describe Work:
* * * * * * * * * * * * **
Submittal Fee $
Notary $
Permit Fee $
* * * * * ** *F * * * * * **
Master Permit No.
Square / Linear Footage Of Work:
Training/Education Fee $
Scanning $3j -CC) Radon $ DPBR $
Bond $ Code Enforcement $
Structural Review. $ Total Fee Now Due $ 35 J
See Reverse side -
Double Fee $
Permit No
CCF $
� F /v -Yis-
❑ Repair/Replace ❑ Demolition
CO /CC
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 Stat 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 Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of , 20 , by , day of �(`� 20 t(s) , by �Pyke. - C> CS ge(.5cbw,
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as ident n er ic r who did takttnfloath.
,m . i57
NOTARY PUBLIC: NOTARY PUBLIC( < . o,) C&spiresc�miy :t s
, s� 07� 201 3
norii) mu
Sign:
Print: Print: � ��j 4 lr
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 02/08/06)
Sign: —
My Commission Expires:
a
Plans Examiner
Engineer
Zoning
Roof System Manufactfftrti J vele ot4-e-
- , -
Notice of Acceptance Number: b7 gr • a (
Minimum Design Wind Pressures, if Applicable (From RAS 127 or
Calculations):
P1: 7 3 3 P2: go .S1 P3: ,„2 4 . 0 ` 4.L. '
,'!"i
,,,,,
Maximum Design Pressure
(From the exostuct Approval Specific System):
5 ri
•
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
HIghNelocity Hurricane Zone Umitorm Permit Application Form.
\ Deck 11/Pe: kre-7-71-
Mean Roof Height:
qe ViSr
Section D (Steep Sloped Roof System)
Steep Sloped Roof System Description
Type Underiayment: /4.5D4,4 1D 224
Insulation:
Fire Barrier: [
Fastener Type & Spacing:
Type Cap Sheet:
Adhesive Type: 1 We 4(4y ?/
0
Roof Covering: C-;
Type & Size Drip
Edge:
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
.
NOA
Restoring Moment due to Gravity
M,
NOA
Attachment Resistance
-
� 2 - u 3
NOA
Required Moment Resistance
Calculated
Minimum Attachment Resistance
NOA
Required Uplift Resistance
Calculated
Average Tile Weight
NOA
Tile Dimensions
I= length
w = width
NOA
M Required Moment Resistance*
Mean Roof Height -►
Roof Slope 4, 15' 20' 25' 30' 40'
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
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
q�P�lSI �w
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values
for M the values from M,. If the M are greater than or equal to the M,
values, for each area of the roof, then the tile attachment method is acceptable.
f�
Met d 1 "Moment Based Tile Calculations Per RAS 127"
(P : i6( x f -M = M r , /33 /33 NOA Mf 0 7
(P2: / A ' , 4 x X r 0 _ - Mg:.�.iO = M NOA Mf 3Y 7
(P3: Ill1r ?✓ x <� _ - M 4, = M l NOA M 3s.7
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA Rif
*Must be used in conjunction with a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compare the values for F' with the values for
F . If the F' values are greater than or equal to the F values, for each area of the roof, then
the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1: x 1 : = x w:= ) - W: x cos 0: = F NOA F'
(P x 1: = x w:= ) - W: x cos 0: = F NOA F'
(P x 1: = x w:= ) - W: x cos e: = F NOA F'
All calculations must be submitted to the Building Official at the time of permit application.
Mt �
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA) s
Tamko11B illdiueroducts, Inc.
P.O. Box 1404
Joplin, MO 64802
MIAMI DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1363
1 '(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 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: TAMKO Modffied'Bitutitef Rbof`System Wood Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 04 -0506.03 and consists of pages 1 through 19.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 07 -0111.03
Expiration Date: 05123/12
Approval Date: 05110/07
Page 1 of 19
Membrane Type:
Deck Type 1:
Deck Description: 19 / 32 " or greater plywood or wood plank
System Type:
All General and System Limitations shall apply.
Anchor sheet:
Ply Sheet:
Cap Sheet:
Maximum Design
Pressure:
Maximum Slope:
SBS
Wood, Non - insulated
Tile Underlayment, Base Sheet mechanically attached.
Tamko No. 30 UL, Type 43 Coated Base, Base N -Ply®, Vapor- ChanTM, or Versa -
BaseTM base sheet applied with a minimum 2" side lap and a minimum 6 "end lap.
Base sheet may be applied at a right angle (90°) to the slope of the deck with
approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the
2" side lap, and two 12" o.c. staggered rows along the center of the sheet.
(Optional) One or more plies Tam-Ply 1VTM or Tam-Glass PremiumTM sheet
adhered in a full mopping of approved asphalt applied within the EVT range and at
a rate of 20-40 lbs.sq.
One ply Awaplan PremiumTM, Awaplan 170TM, Awaflex, Tamko ASTM Slate
Surface or Tamko ASTM Tile Underlayment. Cap sheet may be applied at a right
angle (90°) to the slope of the deck* adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20- 40lbs.sq. Cap sheet shall be
back nailed to deck with approved annular ring shank nails and tin caps at a
maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps
shall be exposed.
*Cap Sheet may also be installed parallel to the slope of the roof (i.e. strapping). If
membrane or cap sheet is strapped, then anchor sheet and ply sheet must also be
strapped.
Refer to Tile Manufacturer's NOA.
Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120
and Applicable Building Code.
NOA No.: 07- 0111.03
Expiration Date: 05/23/12
Approval Date: 05/10/07
Page 18 of 19
WOOD DECK SYSTEM LIMITATIONS:
1. A slip -sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 07-0111.03
Expiration Date: 05/23/12
Approval Date: 05/10/07
Page 19 of 19
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795 -2204
Expiration: 09/19/2010
Parcel Number
9221 BISCAYNE Boulevard
Miami Shores, FL
1132060160010
Block: Lot:
ST MARTHA'S CATHOLIC CHUR
VMENAgag
9401 BISCAYNE BLVD
MIAMI FL 33138 -2970
Contractor(s) Phone
OBENOUR ROOFING SHEET METAL a 305 -757 -2612
Cell Phone
Type of Work: Re Roof
Additional Info: tile
Classification: Residential
Fees Due
CCF
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Scanning Fee
Technology Fee
Total:
Amount
$12.60
$4.20
$350.00
$0.00
$12.00
$16.80
$395.60
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
March 23, 2010
Pay Date Pay Type
Invoice # RF -3 -10 -37248
03/10/2010 Check #: 5410
03/23/2010 Check #: 3605
Amt Paid Amt Due
$ 50.00 $ 345.60
$ 345.60 $ 0.00
1
Applicant
March 23, 2010
Date
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof Review
Renailing Affidavit
Cap Sheet
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.
1
A RECOMEEt MU ST BE OF O � � E ITE A INSPECTION
PERMIT NO. TAX - FOLIO NO. 1 1 52 0t ty Ce m f v
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.
1. Legal description of property and street/address: p .
9a 2/
Interest in property:
JQ /� / 1
Nle6 r.
2. Description of improvement: frit ' i r ,± _ , of z „Li 1. J
3. Owner(s) name and address: 0 ' .C,1) ( ^e !' ' I
1
Name and address of fee simple titleholder:
4. Contractor's name and address: &'/WiltelJi.
1000Q7,bwi: 4 31131
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
Print Owner's Name
1
k d CA pt:
Sworn to and subscribed before me this J day of /
Notary Public _ 2 .[.GC.4
Print Notary's Name c 1L4es -,n.. A
My commission expires:
PUBLIC-STATE eirnomoi
� � 1t
:.�tt:
"�. Vo a • #DD ;r
es. MAR. 07, 2013
110PrOXDIRRITATIMIICEONDbalc
,1 TE OF FLORI' . COU TY OF OADE
1111111111111111011111 111111111111— .-
= FH 2010R0178580
JR Bk 27217 Ps 00081 (lP9)
RECORDED 03/17/2010 12 :16:57
HARVEY RUVIN, CLERK OF COURT
NIASII -DARE COUNTY, FLORIDA
LAST PAGE
!
7. Persons within the state of Florida designated by Owner upon ,` 1
''*p ' ° ay be se
provided by Section 713.13(1)(a)7., Florida Sta ,
Name and Address:
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:
9. Expiration datelf this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date l,spec
Prepared by Sandli
, 20 ").
Address: L
j , Ft 33D2 /
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING Permit No.V 10
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder) Wl,id l % u:, Phone #
/
Owner's Address °I o 1 baeure Mod
State s Zip 3313f
City MAW. AMP)
Tenant/Lessee Name
Is Building Historically Designated YES
Contractor's Company Name
Contractor's Address
City 004/14_, t i On
Qualifier Name
Describe Work:
Electrical Plumbing Mechanical
NO
Job Address (where the work is being done) 9 Z
City Miami Shores Village County Miami-Dade
FOLIO / PARCEL # 1/ 3010 (e D 1 (o. DO ID
Type of Work: ❑Addition DAlteration [New
Phone #
yet
Zip 33/38
panumn
MAR 1 0 2910
State Certificate or Registration No. � 0 /4 ,304, Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 90 0 Square / Linear Footage Of Work: 2%1 D 0
❑ Repair/Replace: R 4«` . ❑ Demolition
** * * * * * * * * * * * * * * * * * ** * * *** ** * * * * * * * ** F * * * * * * * * * * * **** * * * * * * * * * * * **
Gd
Submittal Fee $ ' Permit Fee $ O CCF $ I9.4`Q,� / CO /CC
Notary $ Training/Education Fee $ A • LO Technology Fee $ : 1 � Q' KO
Scanning $ Radon $ DPBR $
Zoning $
Bond $ Code Enfprcement $ » Double Fee $
Structural Review. $ Total Fee Now Due $ 34S `
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.
Print:
My Commission Expires:
(Revised 02/08106)
PUBLIC 4 q 7 ,,,, � AUM
Sandra D. Hart
Commission #DD867559
Ex* es: APR. 02, 2015
APPLICATION APPROVED BY: I' � .
NOTARY PUBLIC:
Signature -
t�
Contractor
The foregoing instrument was acknowledged before me this 7 The for , 00ing instrument was acknowledged before me this _
day of , 2O/�, by , day of "! I [ah ' , 20 /D , by 3.4€ p. IM e/'tosL p
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
JJO® b D867559
My Commission Expires APR. 02, 2015
Plans Examiner
Engineer
Zoning
Permit No: 10 jU�
Job Name
—
, 2010
Norman Bruhn CBO
305 - 795 -2204
Building Critique Sheet
11/1 iami Shores \(ivage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
4 • ..
Notice of Asbectos Form
e of Notice (check one)
RIGINAL ❑ REVISED ❑ CANCELLATION COURTESY
Type of Project ❑ DEMOLITION ❑ RENOVATION ROOFING
❑ ROOF OVERLAY (NO EXISTING ROOF MATERIAL TO BE DISTURBED)
I. Facility Name:
Address
City
Site
IF DEMOLITION, WAS IT AN ORDERED DEMOLITION
IF RENOVATION:
IS IT AN EMERGENCY RENOVATION OPERATION?
IS IT A PLANNED RENOVATION OPERATION?
Li z
/t/ C= . _ -e
99 iv si I
II. Facility Owner:
Florida License #
Address
City 1
Florida Department of
Environmental Protection
Division of Air Resource Management
NOTICE OF ASBESTOS RENOVATION OR DEMOLITION
State
Building Size IMP (Square feet.) No. of Floors
Prior Use: ❑ School/College/Univ. ❑ Residence
Present Use: ❑ School/College/Univ. ❑ Residence
Zip
air
Surveyed by I n A-`f + . fe--
State
❑ YES ❑ NO
❑ YES gi NO
❑ YES ❑ NO
l(
-ED County
Age in Years
❑ Small Business Other
❑ Small Business Other
Phone No. 171-131=
Zip
File #
Process #
III. Contractor's Name: / [ W Phone No.
Address
COUNTY
Cit 1 At' a SH a j-= s State ZAP
"Delivering Excellence Every Day
Division of Environmental Resource Management
Air Section'
701 N.W. First Court 8th Floor
Miami, Florida 33130 -1540
MIAMI DADS
VD r�x
1/
Is the contr. exempt, fnnn !immure under .section 469.002(4) F.S. ❑ YES ❑ NO
• Notice • of Asbestos Fenn
IV. Scheduled Dates:
Asbestos Removal (mm/dd/yy): Start Date /1773 / D Finish Date ® / 0,0
Demo/Renovation (mm/dd/yy): Start Date / ® / Finish Date Fl /Eli ED
VI. Procedures for Unexpected RACM:
VII. Asbestos Waste Transporter: Name
City
{_. ArA e
IX. Amount of RACM or ACM
Square feet of surfacing material
Linear feet of pipe
Cubic feet of RACM off facility components
Square feet of cementitious material
Square feet of resilient flooring
Square feet of roofing
Mal
,r 6e. p `4
Vicedures to be used (Check AU That Apply):
Strip & Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ❑ Wet Method ❑ *Dry Method ❑ Explode ❑ Burn Down
Other 1 ..1 * MUST OBTAIN PRIOR DEP APPROVAL BEFORE USING .4 DRY METHOD
State
VIII. Waste Disposal Site Name: 1 e . Sri V C .. - Class
Address ( .. M/ ks / . t i -4 1 3 r1 City 1. /4s4m . 1 State
X. Additional Comments
I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61,
Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by
this person will be available for inspection during normal business hours.
Name of Owner / Operator / PRINT or TYPE
Date ®/ ®/ Contact Ph. #
Signature of Owner / Operator tt
DERM USE ONLY: Postmark / Date Received ® /0 /El ID# l
MIANII.DADE
AIR QUALITY MVIANAGEMUMENT DIVISION
,IO)N
This is to certify that the requir(ca
Notification(s) Regarding asbestos have been
submitted in Campliane ? with
Signe
Phone No.
Zip
Dated
PLAN REVIEW
FINAL
APPROVAL
BEN?' OF VIRONME
CORE RESOURCE '� NAGE EN
REVIEWER (PRA:
SF GNATURE
oriaz)
1 Z, / ,
!" !
w
Notice of Asbestos Form
T e of Notice (check one)
ORIGINAL ❑ REVISED ❑ CANCELLATION
Type of Project ❑ DEMOLITION ❑ RENOVATION
❑ ROOF OVERLAY (NO EXISTING ROOF MMA 7 ' ERIAL TO BE DISTURBED)
IF DEMOLITION, WAS IT AN ORDERED DEMOLITION
IF RENOVATION:
IS IT AN EMERGENCY RENOVATION OPERATION?
IS IT A PLANNED RENOVATION OPERATION?
I. Facility Name: S 414 � < 1(
Address p / . �= 4A4 ..._.... _ .....
City
Site
Building Size ; (Square feet.) No. of Floors
Prior Use: ❑ School/College/Univ. ❑ Residence
III. Contractor's Name:
Florida Department of
Environmental Protection
Division of Air Resource Management
Present Use: ❑ School/College/Univ. ❑ Residence
Address
City �t� SH6YcF
NOTICE OF ASBESTOS RENOVATION OR DEMOLITION
State
State
COURTESY
ROOFING
Zip
"Delivering Excellence Every Day"
Division of Environmental Resource Management
Air Section'
701 N.W. First Court 8th Floor
Miami, Florida 33130 -1540
Age in Years
Zip
State Zip
File #
Process #
❑ YES ❑ NO
❑ YES NO
❑ YES ❑ NO
-® County
Surveyed by h A-'f e._ e io . (t ....
Other
❑ Small Business Other
❑ Small Business
II. Facility Owner:'_. 8 _ ..e d I Phone No. -®-®
Address
City
Phone No.
MIAMI
COUNTY
LJ
Florida License # Is the contr. exempt !&ensure under .section 469.002(4)1.: ❑ YES ❑ NO
1/
Notice of Asbestos Form
W. Scheduled Dates:
Asbestos Removal (mmn/dd/yy): Start Date
Demo/Renovation (mm/dd/yy): Start Date
V procedures to be used (Check AU That Apply):
Shi & Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ❑ Wet Method ❑ *Dry Method ❑ Explode ❑ Bum Down
Other i * MUST OBTAIN PRIOR DEP APPROVAL BEFORE 1 SING .4 DRY METHOD
VL Procedures for Unexpected RACM:
VII. Asbestos Waste Transporter: Name
City
L. LL (, 4
.1
IX. Amount of RACM or ACM
Square feet of surfacing material
Linear feet of pipe
Cubic feet of RACM off facility components
Square feet of cementitious material
Square feet of resilient flooring
Square feet of roofing
IMMO
® /®/®
/ ®/
Signature of Owner / Operator
State
Finish Date El / ®/
Finish Date IE / 123 /
Address ( ..__ . / S rl City f /QA
,A. l y t S .__ .&-efy p c. & :
Name of Owner / Operator / PRINT or TYPE
Date ® /® /
DERM USE ONLY: Postmark / Date Received /J ..� /0 ID#
X. Additional Comments
Signe
Phone No. DM
Zip
VIII. Waste Disposal Site Name: (449 e, . Class
I State
Contact Ph. #
I cerbtfy that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61,
Subpart AO will be on -site during the demolition or renovation and evidence that the required training has been accomplished by
this person will be available for inspection during normal business hours.
MIAMI -DADE D.E.4.lifl.
AIR QUALITY MANAGEMENT DIVISION
This is to certify that the required
Notification(s) Regarding asbestos with ve been
submitted in Compliance
PLAN REVIEW
FINAL
PROVAL
E
DEPARTMENT OF ENVIRONMEN L
RESOURCE NAGEM
GEOTECHNICAL
ENVIRONMENTAL
HYDROGEOLOGY
ASB ESTOS
Miami, March 15, 2010 DYNATECH ENGINEERING CORP.
Mr. Jim Obenour
OBENOUR ROOFING SHEET METAL AND SUPPLY, CO.
159 North East 97 Street
Miami Shores, FL. 33138
Re: Parrish Hall @
9221 NE 8 Avenue
Miami Shores, FL
Dear Mr. Obenour:
to I ts , ' ralsA\
\t���t3 I•i'LJ//
Pursuant to your request, DYNATECH ENGINEERING CORP. conducted an Asbestos Roof Survey
on March 12, 2010 at the above referenced project. The purpose of our inspection was to secure bulk
samples for analysis to determine the presence of Asbestos Containing Materials in the proposed
renovation area. Access to the interior underside of the roof was not provided and is not part of this
survey.
The scope of our inspection covered the following areas:
Roof at the above referenced project. (see attached plan)
Based on our laboratory analysis; it was evident that no asbestos fibers were found in the secured
bulk samples.
This inspection report is the results of a customary search of the facility for asbestos containing
building materials (A.C.B.M.). This survey was destructive in order to expose potential hidden
materials. We do not claim to have identified all of the asbestos containing building material present
in the facility. If in the course of a renovation or demolition activity, suspect materials become
exposed, (ie: inside walls and hidden conditions etc..,) all activities should immediately cease and the
suspect material brought to our attention for evaluation and recommendation. Dynatech Engineering
Corporation (DEC), will not be responsible for these conditions.
It has been a pleasure serving you at this phase of your project and look forward to do so in the
near future.
Sincerely
Wissam Naamani, P.E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Asbestos Consultant No. EA 0045
Asbestos Business No. ZA 0000045
TESTING LABORATORIES
DRILLING SERVICES
INSPECTION SERVICES
ROOFING
750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 o Fax (305) 828 -9598
Sample Type
Bulk Sam i les Analysis: r..L.ivi./.u.'.
Sample
No.
LOCATION
DESCRIPTION
Approximate
Amount
F
NF
Condition
Potential
for
Damage
Analysis
1
SE perimeter
Terra cotta clay roof tile, 90# / 30# tile
underlayment
2480 ft
X
G/L
NAD
2
South center
perimeter
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
3
SW perimeter
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
4
NW perimeter
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
5
North center
perimeter
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
6
NE perimeter
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
7
NE field area
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
8
South center
field area
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
9
NW field area
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
10
SW field area
Terra cotta clay roof tile, 90# / 30# tile
underlayment
N/A
X
G/L
NAD
DYNATECH ENGINEERING CORP.
ASBESTOS SAMPLING REPORT
750 W. 84 Street, Hialeah, FL 33014
Date : March 15, 2010
Client : OBENOUR ROOFING SHEET METAL AND SUPPLY, CO.
Project : Parrish Hall @ 9221 NE 8 Avenue, Miami Shores, FL
Surveyor No. 09132004
F = Friable
NF = Non Friable
NAD = No Asbestos Detected
CHRY = Chrysotile
Condition
G = Good
D = Damaged
S = Significantly Damaged
Potential For Damage
L = Low
M = Medium
H = High
DYNATECH ENGINEERING CORP.
Analyzed by: Premnath Boodoosing
McCrone Research Institute
Microscopical Identification of Asbestos
No. # 09132004
ROOF ASBESTOS SURVEY
PARRISH HALL
124
Dynatech Engineering Corp
Client: Scale:
OBENOUR ROOFING N.T.S.
Project: Date:
9221 NE 8th AVE MIAMI SHORES, FL 3 -15-10
INSTRUCTION PAGE
ATTACHMENTS REQUIRED:
Any Require p'
• ! G
• • • • •• • •
• • • • • • •
• •• •• • • •
••• • • • •••
• • •
•• • •
SCERV
MAR 1 0 2 ° 1 °
SECTION R4402.14
HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLIBTFIG L .!
Florida Building Code Edition 200 _
High Velocity Hurricane Zone Uniform Permit Appf tai Fo m
py
COMPLETE THE NECESSARY SECTIlOti ? y`d,
THE UNIFORM ROOFING OERMITD cr��, �i��r r V\17 1-1 ALL FEDERAL
APPLICATION FORM AND ATTA $ T
fig;y f J n;' r II FS !1N0 RCGULA7!]NS
REQUIRED DOCUMENTS AS NOTED BELOW:
1.
2.
3.
4.
Owners Noti catip
5.
6.
7.
Fire Directory Listing Page
From Notice Of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings ••
Design CalcLation? 'r Se'c oii 84403, or If Applicable, RAS 127 or
RAS 128 ..
Other Compon ' N
Municipal Pe q' p
is . y ,. f Acceptances
•
tctsn •••
cf� Siderations (Re- Roofing Only)
ation Documentation
r� -
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1.2.3.4.5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
INSTRUCTION PAGE
ATTACHMENTS REQUIRED:
Any Require p'
• ! G
• • • • •• • •
• • • • • • •
• •• •• • • •
••• • • • •••
• • •
•• • •
SCERV
MAR 1 0 2 ° 1 °
SECTION R4402.14
HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLIBTFIG L .!
Florida Building Code Edition 200 _
High Velocity Hurricane Zone Uniform Permit Appf tai Fo m
py
COMPLETE THE NECESSARY SECTIlOti ? y`d,
THE UNIFORM ROOFING OERMITD cr��, �i��r r V\17 1-1 ALL FEDERAL
APPLICATION FORM AND ATTA $ T
fig;y f J n;' r II FS !1N0 RCGULA7!]NS
REQUIRED DOCUMENTS AS NOTED BELOW:
1.
2.
3.
4.
Owners Noti catip
5.
6.
7.
Fire Directory Listing Page
From Notice Of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings ••
Design CalcLation? 'r Se'c oii 84403, or If Applicable, RAS 127 or
RAS 128 ..
Other Compon ' N
Municipal Pe q' p
is . y ,. f Acceptances
•
tctsn •••
cf� Siderations (Re- Roofing Only)
ation Documentation
r� -
Owner's Notification Form 07
"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 roofmg 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 roofing system installations. Additionally, the following items should be addressed as past 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).
� a
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing 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 roofing 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 install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most rooefstrtrctrrts sloillct he some ability to vent natural airflow through the
interior of the structural assembly (the&;u;INng sel .'T le existing amount of attic ventilation shall not be
reduced. Exception: Attic spacds', dUrgn6d 139' a Flbrlda- licensed engineer or registered architect to eliminate
the attic venting, venting shall not be r-quired
Ir
•
MIAMM
COUNTY
Owner's /Agent's Signature:
Contractor's Signature:
Property Address:
•
000 • • ... • •
Date: /
Permit Number:
IIECIBIEVE%
MAR 1 G 2010 PY
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information)
Master Permit No. Process No.
Contractor's Name
Job Address
❑ Low Slope
❑ Asphaltic
Shingles
❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
❑ Metal Panel /Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
ai-110
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 parapets.
Win= mos
r :.tea ■\ ■ ■ ■ ■ ■ ■ ■GIM ■ ■ ■ ■ ■ ■ ■►II ■ =911
rX 11 l� 11111111111'11 1111111/!1C111l1121l 111
S_ X 1111111111111a 11111 1 111lI1�le1 r
.■■.. ■�11■.. ■■■■■■■o11 ■,■11 ■ ■■ ■.■ii ! !11!!II
■�t� rr/is ■ ■ ■11■• ■6111 LAAIN ■III i EM■I simmiE,
■ `iii 11 ■■ ■ ■ ■!WINNI E r■INI 11111011■111 II
!� 11111 1121111111x111! 11M111111111111111
111 ■ ■ ■ ■ ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� 1�� ■I�►��f•
ITV' l � l■■■■ : OSLOL ■ . ■A ■ ■ ■iMJMNIt11•1111•1lKIMM11
■�I ■L7ts ■CD[ ■CG ■ G= ■Sly , IINMt :I �I III[+
innu■ iiiiiiiiiiiil�1l11!!I i
MI LWRIP1111101011 11 1 1 1E1111
*MEIN \ ■S7:r,JqU■i7ilfI■Firs ■ ■CNilM■fi•11111f/I •ff1•111•fL
iUnk` NMI ■11■ ■■r■ ■1111■ ■■■■iiE■�I•�■I�I•I
4011 PP- ►i
Ir
.
• •
• .. . . • • • .. .
... • • • ... • •
30
Roof System Manufacturer: ,(/i,,
7 Notice of Acceptance Number: ' `(i ( 65-
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Pmax1: i% d 1 Pmax2: /6 Pmax3: egoldi
Maximum Design Pressure �/ 1
(From the NOA Specific System): 3 d r
Method of Tile Attachment: llOp Q f �4Y1) dL 4k kik AM
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form
Roof Slope:
: 12
Steep Sloped System Description
Deck Type:
Type Underlayment:
Insulation:
Ridge Ventil tion?
N
Section D (Steep Sloped Roof System)
Fire Barrier:
•• ••• • • •
•
•• •
Mean Roof Height: • • •
• • • •
••
• • . •
• • •
{\I4 P22( 0 3v
Ac
Fastener Type & Spacing:
Adhesive Type:
• • •
• •
•.
• • •
• •
• ••
• • • . • .•. • • • • •
• • • • • • • •
•. • • • . • • • •
•. • • • .. • • • • • •.
• • • • . •. • • •
• • • • • •
••• • • • • • • • •
• • • • • • • •
• • • •• • • •
• • • • • • • • • •
• •• •• • • • • • • •
••• • • • •• • •
Type Cap Sheet:
1 trim *LA. ti ! 5/07.0V5 (o cc
t P5 ;roue ! LW °l FFeW
-; Copittht
Roof Covering:
rt D0 90
Type & Size Drips
Edge:
a f�rf c/
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values
for M the values from Mf. If the M are greater than or equal to the M
values, for each area of the roof, then the tile attachment method is acceptable.
Meth d 1 "Moment Based Tile Calculations Per RAS 127"
(P1: ( x a 7 =) 2. - M 7 = M .O NOA Mf 3g. I
(P2: x a 7 = ,may - M g : i27 = M r r�p•r- NOA Mf �• 7
(Pa: •�x A. • = lLE - M ..7 1�f
=Mr3"' P NOA •7
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below NOA Mf
Mf Required Moment Resistances'
Mean Roof Height --►
Roof Slope 4 15' 20' 25' 30' 40'
2:12
3:12
4:12
5:12
6:12
7:12
34.4
32.2
30.4
28.4
26.4
24.4
36.5
34.4
32.2
30.1
28.0
25.9
38.2
36.0
33.8
31.6
29.4
27.1
39.7
37.4
35.1
32.8
30.5
28.2
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 Uplift based tile systems use Method 3. Compare the values for F' with the values for
F If the F' values are greater than or equal to the F values, for each area of the roof, then
the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1: x 1: = x w:= ) - W: NOA F'
x cos 0: = F
(P2: x 1: _
x w := ) - W: x cos 0: = F NOA F'
(P3: x 1: = x w:= ) - W: x cos 0: = F NOA F'
Where to Obtain Information
Description
Symbol
Design Pressure P1 or P2 or P3
Mean Roof Height .t{, • • • •
Roof Slope 0 • •
Aerodynamic Multiplier N. •• •
Restoring Moment due to Gravity • • • • •
Attachment Resistance M,
Required Moment Resistance M,
Minimum Attachment Resistance , F ; -
Required Uplift Resistar'le ' F, : • :
Average Tile WeiN W : • • •
•
•
•
Tile Dimensions 1 ° length
w = width
Where to find
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
• JobSite • • • •
,J'' !e • •
:44 ••• •
•
'NOA • • ••
NOA
Calculated
•
•
• Nbi
• • • •
Caldjlatedii • • • •
NO' ••• •
NOA
••• • • • • • • •
All calculations must be submitted to 4e Buidtin4 jiLicia`at tit time of permit application.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
M A
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE 01OA)
Clay Forever, LLC
6801 NW 77 Avenue
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regula,iens governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Die County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Mianiii : )ade 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 othrsr Ian 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 expenle 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 -Fade COt.nity Product Control Division that this product or
rnateriai fails to meet the requirements of the applicable building code.
is
This product is approved as described herein, and has been designed comply with the Florida Building Code
including the high Velocity Hurricane Zone of the Florida Building { ]de.
DESCRIPTION: Altusa "S" Clay Root Tile
•
LABELING: Each unit shall bear a permanent label with the 'al ufacturer's name or logo, city, state and
following statement; "Miami -Dade County Product Control Ap rc .ied', unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal ptication has been filed and there has been no
change in the applicable building code negatively affecting the eeformance of this product.
TERMINATION of this NOA will occur after the expiration or if there bas been a revision or change in the
materials, use, and/or manufacture of the product or process. Iviiiiste a of this NOA as an cadorsernent of any
product, for sales, advertising or any other purposes shall auton t:.:r lly terr:'inate this NOA. Failure to comply
with any section of this NOA shall be cause for temrination ardlke.1 va] of NOA.
ADVERTISEMENT: The NOA number preceded by the worlds Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. I ! 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+lth t user by the manufacturer or its distributors
and shall be available for inspection at the job site. at the request!!of the Building Official.
This renews NOA N6-0706.0% led Lb$sillts+oflege4' i;tlsddgh 1V.
The submitted documentation bias watiby.Ataa e s
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•
..
..
. .
• .;
•
i0'd €8Z€ L88 90C .2711,J. 400?I h
MIAMI.DADE COUNTY, FLORIDA,
ME1'R•DADE FL AGLER BUILDING
140 WEST FLAOLER S SUITE 1663
MIAMI, FLORIDA 33130.156
(305) 375.2901 FAX (305) 375 -290E
NOA No.: 07- 0919.05
Expiration Date: 12116/12
Approval Data:
Page 1 of 7
69: CZ 8002 -17Z -83,3
1.t. t'.. L0.1 i/: , rr�
Category:
Sub Ca tegory:
Material:
2. PRODUCT DESCRIPTION
Manufat tured bv,
Applicant Dimensions
Altusa One Piece `S' I..= 18 WW"
Talc W = 105"
vat' thick nominal
3.25" high
Length: varies
Width: varies
varying thickness
L=6
D = 0.125"
Clip &h = 2"
W _ i1 "
0.05" thick
Trim Pieces
. Clip
ROOFING ASSEMIiL'I APPROVAL
1. SCOPE
T1vs renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by
Altat.tria Del Turbid, S.A. (ALTUSA) in Venezueltii and described in Section 2 of this Notice of
Ac.z.zptence. For lo,,ations where the press ure requi meats, as determined by applicable Building
C .d; dots not a ce e the desie pressure v.tlues obti ined by calculations in compliance with RAS
127 using the values listed in ection 4 he; ein. The attachment calculations shall be done as a
mcmrnt based system.
MA Consultants, Inc
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applieri
Engineering, Inc.
Roofing
Roofing Tiles
Clay
• • •• •
•
•
• •
•
. . •
The Centex for Applied
Engineering, Inc. • • • •
• • • •
• • •
Celotex Corporation Teltitg :. •
10'd 88ZE L88 90C
• •
•
•.. • • • • •
• • • • •
• • • ••
• • • • • •
• • •• • •
• .• • • • •
Test I •
Specifications
* TAS 112
TAS 112
TAS 114
TAS 114
2.1 SUBMITTED a VIDENCE:
Test Aeencv Test Identfiei
2397-1)6
94 -033
94 084
25- 72(0 -I
• • • • • ••
• •
•. • • • ..
Project No. 307 025
• • Te_•t:#iMDy413 • • .
i :AM 5 / 0 P 9 i
• • ••• •
• • •
• •
••
•• • •
• • •
Product
Description.
C' r t
;High profile clay roof tile. For direct deck or
Ibattexi nail -on, mortar set or adhesive set
Applications with minimal headlap of 2 -!4"
h k ccessory s:m, clay roof pieces for use at
ips, rakes, ridges and valley terminations.
iianufacmred for each tile profile.
le clip
Shaped tile clip
Test Name/Report Date
ASTM C 1167 06/28/07
Static Uplift Testing April 1994
TAS 101 (Adhesive Set)
Static Uplift Testing May 1994
TAS 103 (Mortar Set)
Static Uplift Testing Feb. 1995
TAS 102
(Quick -Drive Screws,
Battens)
Wind Driven Rain Oct. 1994
TAS 100
TAS 102(A) May 2000
NOA No.: 07- 0919.05
Expiration Date: 12/16112
Approval Date:
Page 2 of 7
3111 .0021 NYR1N2R13,L I Q3141
00:00 8002 -9Z °33.3
t' ;8! IL:jcriYi
Test Aeencv
PR1 Asphalt Technology, Inc.
Re.dland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering,
Walker Engineering, Inc.
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a l Static field uplift test shall be perforrned in
accordance with RAS 106. • .
3.3 Applicant shall retain the services of a Miami-Blade County Certified Laboratory to perfarru
quarterly test in accordance with TAS 112, appindix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review!.
3.4 Minimum underlayment shall be in compliancli with the applicable Roofing Applications
Standards listed section 4.1 herein. 1
3.5 30/90 hot mopped underlayment applications ms}y be installed perpendicular to the roof slope
unless stated otherwise by the underlayment ma . al manufacturers published literatere.
3.6 This acceptance is for wood deck applicatio: Ivlinunum 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 'Altusa One 1' 1 1aa and lIls components shall be installed in strict
compliance wittnRoot�flg iltaiio=i I .AS 118, RAS 119, and RAS 120.
4.2 Data For Au:lob t - rant
• •••
• • • •
•
•
• • •
• • •.
• •
Test Identifier
CLF- 003 -02 -01
7161 -03; Appendix ra
7161 -03
Appendix 11
Letter Dated Aug. 1,
1994
P0631 -01
PO402
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
• •.•
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• • . . . • • •
. .. • • • ..-
II
ii
is
• . •
.. .. i.
• •
l:
Test Name/Report
TAS 102
TAS 102
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resis tance
Testing of screw vs. smooth
shank nails
Aerodynamic Multiplier
25 -7193
25 -7094
25 -7496
2S -75E4
7i- 7SO4b -S
25-7804-4 di 5
15- 7848 -6
SO'd 88i`C ,88 90e 3'IIb d004 NINNVNMLIG W
to
October 2
Dec. 1991
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March 1999
March 1995
February 1996
April 1996
December 1996
NOA No.: 07- 0919.05
Expiration Date: 12/16/12
Approval Date:
Page 3of7
T0:00 9002- 9Z -834
Table 3! Restoring Moments du
Ito Grevit - M. ft-lbf 1
The
Profile
3 ": 12"
or es$
4" 12"
S"
2" 6 "• 12"
7 "• 12" o r -'
• rester
Altusa `S" Tile
i
Battens
'''
D rect
eck
Battens Q
Direct
I Deck
Battens
: Direct : Elakens
!1 Deck j_
Direct
Deck
5.03
Battens
4.08
Direct
Deck
4,59
4.47
5 3
4,40 ; 5.27
4.31
is 5.18 j_ 4.20
I;
Table 4: Attachment Resistance Expreaaed as a Moment - Mr (ft - Ibf)
i for Nall -On Systems
Tile
Profile
Fastener Type
i.
Direct Deci!
(Min 15132'
plywood) f
Direct Deck
(Min. 19/32"
plywood)
Battens
Altusa 'S' Tile
2.10d Ping Sr ank Nails
28.6 `
41.2
19.4��
1 - 10d Smooth or Screw
Shank Nall
5.1 ;
6.8
2.8
2.10d Smooth or Screw
Shank Mails
6.9 ;;
i.
9.2
7.3
1 Ma Screw
28.7 I;
28.7
N/A
2 . #8 Screws
58.2
58.2
26,8
1 -10d Smooth or Screw
Shank Nail (Field Clip)
23.1 !
23.1
19,0
•
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
24.0
2.10d Smooth or Screw 27.6 (
Shank Nails (Field Clip)
27.6
38.6
2 - 10d Smooth or Screw , 38.1 1
Shank Nails (Save Ciip) 'I
38.1
41,8
• 1 Screw with Altusa Ci!p (lee clip details)
Altusa "S"
Tile'
1 Screw with clip (at the
head of tile)
187.1
� 187.1
N/A
Altuea "S"
Tile'
1 Screw with clip (at the
water course of tile)
--
35.2 (
t 1
35.2
• N/A
1. Screw must be Installed in the in l� nail !tote located nearest t4 the hump of the tile.
LJ C, 1.i).
The Profile
5C'd 88ZC 2.88 908
Table 1: Average Weight (W) an
Weight -W (lbf)
6.9
Table 2: Aerodynamic M ti filers - X (fe)
'Tile ) (ft 3 )
Profile Batten Agpfication Direct Deck Application
Altusa 'S' Tile 0.20 0.274
; 1
• • • • • • • •
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•
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•
• •
• • • • ••• • • I:
• • • • • • . • • 0
• • • • • • • •
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• . • •• • • • •• • • 01.
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• •• •• • • • •. ••
•.. • • • ••• • •
Dimensions (Ix w )
Length -1 (ft)
1.52
J,
Width -w (ft)
0.875
Nos No.: 07. 0919.05
Expiration Date: 12/16/12
Approval Date:
Page 4efl
S'II b d►)Di NKdt1Xt un I C13W moo CO 80OZ- 9Z -93d
Table 7: Attachment Resistance Expressed as a Moment - M, (ft -ibf)
for Single Patty Adhesiv j Set Systems
Tile
Profile
Tile Application! ; Minimum Attachment
I Resistance �,
Itusa 'S' Tile
Pc l ca'n Poi Pro' t 66.5
Polytoam Pal P_ro1 1 38.7
1
4 Large paddyp.a .Y 63grams
of PolyPra'M, l
of Po l `tor'^. 1 '
^ j
5 Medium .add •Iacemsntof 24 'rams
1 •
Table 8: Attachment Resistance Expro ed as a Moment - M -ibf)
for Mortar Set Systems
Tile
Profile
Tile ! 1 Attachment
Appiicationi Resistance
Mortar Sot' 1 L . 24.50
4ituss `S' Tice
!1:7‘t
1
Tile Appiicationi, Minimum Attachment
t Resistance i
Adhesive li TM 29.33
2 See man caupanent approval for insiallalion requirements. ,
Flexible Products Comoa' yTifeeond Average weight per pals 10.7 grams
Poly1oam Product, Ina. '•vera_ge weigh) gauntly E grams. ii
�i
Tile
_ Profile
A+:usa 'S TIIA
Tabu 6: Attachment Resistance Expr sed as a Moment M (ft -tbf)
for Two Patty Adhes et Systems
5. LABELING
All tiles shall bear the imprint or idenritiable 4rirsng of the manufacturer's name or logo, or
following statement: "Miami -Dade County product Control Approved ".
90'd C8ZC 2.88 903
• ••• • • ••• • t •
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•• • • • ••• •
* * *
ALTUSA MADE IN ,VENEZUELA
IDENTIFICATION MARK FOR TUSA `S' CLAY ROOF TILE
LOCATED UA'DE g TH TILE
6, RU_ILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be acc}ompaiied by copies of the foliowing:
6.1.1 This Notice of Acceptance.
S.1.2 An Any,otinr,thIcyneirs rrgi ire4lby thje Building Official or applicable building
code in o4Ief lv pjojr y tiOnate tik installation of this system.
• •• • • • • • • • • ••• •
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•• ••• •• • • • •• i.
••• • • • • ••• • • t'
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• • • • • • • • • •
• •• •• • • • •• •1
••l • • • ••• • • ,.
3111 000U NYS, i @2d8S L 10EW
[
•OA No.: 07-0919.05
Expiration Date: 12116/13
Approval Date:
Page 5 of 7
£0 :00 8002 -9Z -83.3
SC•d Ce4C 1.88 ¶OC
"SPANISH 8"
TILE BY ALTUS
(TYP.)
CLIP WITH ONE (1) SCREW
A TACHEO TO OECK
PROFILE DRAI41cs
ALMA `S' CLAY }Ow TILE
CLIP DETAIL1
.•• . • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • • •
2 -1/2" OVERUIP
(COVERS PIN H )
CUP PLACEMENr DETAIL
•
•• ••• • • • • • ••
• • •
• • • •
•
•• ••• •• • • • ••
• ••• • ••• • • `'
• • • • • • • • • •
• • • • • • • • • f
• • • • • • • • • • •
• • •• • • •• • • • ii
• • • • ••• • 4
i
I;
• • •
• •
• •
• • •
•• ••
• • •
AU. .;
— - SCREW IN THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
CLIP
NOA No.: o7- 0919.c
Expiation Date: 12/16/11
Approval Date:
Page 6 of 7
3111 dOOd NV3RN2iHHLICHW Sao :op 8COZ- 53-83,(
L0'Ci 11I1OL
e:. (-1. (i)i (;,`f; v:
• SCREW (HOLDS
CLIP ONTO DECK)
'SPANISH 3"
TILE SY ALTL$A
CLIP PLACEMENT DETAIL
CLIP DETAILS (C }T
2112" OVERLAP
(COVERS PIN
HOLE)
LC'd ME L88 90£
END OF THIS ACCEATANCE
1'•
•• ••• • • • • • ••
•
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•
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• • •• • • •• • • • °i
• • • •' ••• • I
n
•
• • :;
• •
••• • • • • ••• • •
IS • • • .• • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • • i1
SCREW IN THE IUM E NAIL HOLE
Nra KEST TO THE HUMP OF THE TILE
OECK -^-
DECK
1 '14 1 3/4* 314
GAI.YANIZED
ME-A•_ C. ; P
---- -- 2 112 ' SC PEW
NOA No.: 07- 0919.05
Expiration Date: 12116/12
A.PProval Date:
Page 7 of 7
21IL dOOH AvariymaalIa w t0 :00 800` -9Z -8aA
MIA M IDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality
assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur
the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® 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 there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 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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0 .• • • • ••• • •
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® 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
N/A
N/A
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM !es, thetfpds aDd.ti'e subject to normal manufacturing variation.
• • • • • • • • •
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• . • • • • • • .
• •
• • • • • • • •
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
Results
1.6lbs. /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 -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
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® AH 160 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.
•• ••• • !• • • • ..
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• • .• • • • • • • •
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• • • • • •
• . . • • •
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• . • • • • ••
• • 0 4141 • •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 3 of 7
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High 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
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'1 A11160.
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® A1-1160 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® AHI 60 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.
LABELING:
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the ItultdirigiOkiiat o; agpicable building code in order to properly evaluate the
installation of this system. • • • • • • • • • •
. . .. . . • • • •
• . .• • . .• • .
• • • • • • • • • • •
• • • • • • • • •
• • •
•
• • • • • • •
• • .• • • • •. • • •
• • • • •• •
• •• • • • • • •• • •
• • • • • • • •
• • • •• • • • •
•
• • • • • • • • • • •
• •. • • • • •• ..
• •• • • • . .. • •
NOA No.: 06
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1)Plaeeenough adhesive to achieve 17 to 23 461a13e4 I"
square hubs ht ceata t wihthe pan Ma "Phi/ aPPli nB
2) tun covets apsida Piaceadhesive 112 In.
To 1 In. Front outstdo edge of cover tile.
Tien install the Bb.
•• ••• • • • • • •
•
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•
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• ••• • • •• • •
• • • • • • • • • •
• • • • • • • • •
• • • • • • • • • • •
• • •• • • •• • • •
• • • • • • •• •
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• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
top gallon
aline nave
coureeovergle.
Abut tosecond course of
� t at
flush at eave Una.
Fave closure
pnarlar
Weephote Fascia B
Nall Waugh pasdccement
Optional
PoiotapVadar
on langlIndlnal
NIP of En
NOA No.: 06- 0201.02
Expiration Date: 05 /10/11
Approval Date: 04 /13/06
Page 5 of 7
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
Nail through plastic cement
t x3in.
Single paddy on
under-
layment
Paddy
(between tile)
Paddy
(under tile)
Single paddy
on top of tile
Single paddy
under the
2 in. X 7 in. medium
size paddy eave
Fascb course only
Nail through plastic cement
1 in.x3In.
S ingle paddy
on underlayment
Single paddy
on top of tile
ADHESIVE PLACEMENT DETA L 3
DOUBLE PATTY
Fave Course
Single paddy
between tile
gave Closure
2 in. x 7 in. medium
size paddy save course only
Fascia
•
•• ••• • • • • • ••
• • . ':END o r1iiS ACCEPTANCE
•• ••• •• • ....
• ••• • ... • •
• • • • • • • • • •
• • • • • • • • •
• • • • • • • • • • •
• • •• • • •• • • •
• • • • ••• •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • 0 .• • •
Nail through plastic cemen
Underiayment
1
r in.x 3 in.
Bungle 4In.
paddy on
under-
layment
Single paddy under tile
Single paddy between tile
21n. x 7 in. medium
she paddy eave
course only
Single paddy
on top of tie
Eave
Course
Fascia
Weephole
Eave closure
Drip edge
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7