Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
RF-15-608Project Address Parcel Number Applicant
137 NW 93 Street 1131010330860 PATRICK & MICHELLE COLLINE
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
PATRICK & MICHELLE COLLINS 137 NW 93 Street (786)256-3743
MIAMI SHORES FL 33150-
137 NW 93 Street
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone
ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756
of Work: Re Roof
onal Info: RE ROOF TILE TO TILE
ification: Residential
Tina: 4
Fees Due
Miami Shores Village
�►
10050 N.E. 2nd Avenue NW
CCF
Miami Shores, FL 33138-0000
DBPR Fee
Phone: (305)795-2204
Project Address Parcel Number Applicant
137 NW 93 Street 1131010330860 PATRICK & MICHELLE COLLINE
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
PATRICK & MICHELLE COLLINS 137 NW 93 Street (786)256-3743
MIAMI SHORES FL 33150-
137 NW 93 Street
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone
ISAACS ROOFING & INSULATION COI (305)234-5234 (786)277-9756
of Work: Re Roof
onal Info: RE ROOF TILE TO TILE
ification: Residential
Tina: 4
Fees Due
Amount
Bond Type - Contractors Bond
$500.00
CCF
$20.40
DBPR Fee
$4.88
DCA Fee
$4.88
Education Surcharge
$6.80
Permit Fee - New Roof
$325.00
Scanning Fee
$12.00
Technology Fee
$27.20
Total:
$901.16
Valuation: $ 33,500.00
Total Sq Feet: 3700
Pay Date
Pay Type
Amt Paid
Amt Due
Invoice #
RF -3-15-54855
03/25/2015
Check* 1948
$ 401.16
$ 500.00
03/25/2015
Credit Card
$ 450.00
$ 50.00
03/19/2015
Check * 2078
$ 50.00
$ 0.00
Bond M 2648
Available
Cap
(Tile In Progress
Renailing Affidavit
Review 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 ancyypning. Futhermoro I authorize the above-named contractor to do the work stated.
March 25, 2015
Owner / ApWcant / Contractor / Agent
Building Department Copy
March 25, 2015 1
F.I.E.
FLORIDA INTERNATIONAL ENGINEERING
VESTING LAB
INSIGHT -INNOVATION -INTEGRATION
Owner's Name: f,&,Tcz,I Gf t
JZ� 7 r- 6 O
Florida International Engineering and Testing Lab LLC
7500 NW 25 Street, #241, Miami, FL 33122
Telephone: (305) 378 -1991 -Fax: (305) 378-1997
Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273
SITE SPECIFIC INFORMATION
Job Address: 133 PL vi 4V13 41-1
Roofing Contractor: ls&AC4 9va a
Permit Number:
Approximate Roof Height: �Z' feet
Type of Access to Roof: .,/ Ladder
Type of Tile: �FLA-T "O ` `t VO oA
Slope: Z- Approximate Square Footage: 3 vo ftZ
Other Required Te ting Force: 35 lbs.
Testing Equipment: F.G.F.
100x
him o Instrument
Date Installed: l v I I.f
Date of Inspection: It
2Q,
)s
TEST RESULTS
P= PASS, F= FAIL
TI,
TestTest
Location
r n
Area Units
gr ft2
No. of Tests
�r
Qom+
2
Field
p0
2• °j
Corners
L O
Hips & Ridges Z.
Z
----------------------t-------------------- -------------------------------------------------------------------------
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
ADDITIONAL TEST INFORMATION
Perimeter Width: >
ft
Area Units
gr ft2
No. of Tests
Perimeter V.
Qom+
2
Field
p0
2• °j
Corners
L O
Hips & Ridges Z.
Z
RESPECTFULLY SUBMITTED BY:
Vinayagar M. Balakrishnan Vs -
State of Florida Lic # 63107
eta �
Miami Shores Village j .�
.� Building Department 'A 2015
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1'
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
FBC 20 �®
BUILDING Master Permit Noay %Ci—
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION E] RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS D CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: (Y7 NW
City: , Miami Shores County: Miami Dade Zip: 3 i 1 -c-7L
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): � '1 G�< �t'Vl.( �� r.l Lj _Phone#:��� -��L 37
Address: I �i N V
City: f tL )' /i S ILCirf �t Stater Zip: I `x
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
�s �3Li-S�3�1
Address:
City: ��Q3S1L� �'�.a Stater Zip:��\ti
Qualifier Name: ��� �J �s� Phone#:
State Certification or Registration #:
of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 33.SO C� Square/Lineat Footage of Work: 3 10 Com.
Type of Work: ❑ Addition El Alteration ❑ New ElRepair/Replace ❑ Demolition
Description of Work: ®� Q��� �, ��� k
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Training/Education Fee $
Double Fee $
Bond $ 00
TOTAL FEE NOW DUE '
9Sk I6
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
City I State Zi
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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
WNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
day of �� r-, 20 IS , by
9CKV'iclz Cola: who is personally known to
_me or who has producedas
identification and who did take an oath.
NOTARY PUBLIC:
Sign: -k.
�
Print: Tho. qL*% %% e,- a.ek
Seal: ;;' "pZd HANNA FADUL
°.° Notary Public - State of Florida
« My Comm. Expires Apr 30, 2016
Commission # EE 193985
The foregoing instrument was acknowledged before me this
day of , 20 by
13 Q^mwho is personally known to
me or who has produced �/� as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: A -
Print:
Seal- HANNA FADUL
Notary Public -State of Florida
«� My Comm. Expires Apr 30, 2016
�. 7uun
Commission # EE 193985
*�k�k�k�k�kKeNo�k�k�k&�k�kB�k*�k�k
APPROVED BY f 2;/ Plans Examiner
Structural Review
(Revised02/24/2014)
Zoning
Clerk
0
PROPOSAL
SUBMITTED TO: DATE: 12-22-14
Pat Collins PHONE: (954) 651-4449
137 NW 93 St. FAX:
Miami Shores, Fl EMAIL:
JOB NAME: JOB ADDRESS:
Re -roof 137 NW 93 St
Miami Shores, Fl
JOB NUMBER:
14-0203-37TRVD2
We are pleased to submit a Proposal for the re -roof of the Tile roof system for the
property captioned above with specifications as follows:
SCOPE OF WORK:
PREPARATION OF SUBSTRATE
1. Strip existing roof down to a clean smooth and workable surface.
2. Remove and replace rotten/water damaged sheathing / fascia wood (up to 100
lineal ft.) Additional wood will be charged at $5.751n ft.
3. Remove and dispose work debris.
APPLICATION OF TILE ROOF SYSTEM
1. Installation of 30# roll base felt, mechanically fastened with ring shank nails
and tin caps.
2. Application of 90# cap felt "hot mopped" over 30# base felt.
3. All Galvalume flashing will be installed in accordance with Dade County and
Manufacturers specifications and will be done during the appropriate stage of the
roof assembly.
4. Installation of file with Polyfoam installation as per Manufacturers and Dade
County specifications.
5. Premises to be left completely clean of roof debris.
P.O. BOX 973135, Mlaml, Florida 33197-3135 TEL: (305) 234-5234 FAX: (305) 234-5753
wwwActo sroofing,com
L
SUBMITTED TO:
Pat Collins
12-22-14
Page 2 of 3
RE: Job No. 14-0203-37TRVD2
GUARANTEE:
All work and materials will be guaranteed for a period of Seven () years from date of
completion against poor workmanship and/or faulty materials by Isaacs Roofing ( Isaacs
Roofing reserves the right to discontinue this warranty due to any work performed on the
roof by other tradesmen and/or parties other than those employed by Isaacs Roofing
during the warranted time. This guarantee is non -transferable. This guarantee does not
cover natural disasters such as but not limited to: tornadoes, windstorm, tidal waves, hail
storm, fire and/or other casualty losses.
NOTE:
Isaacs will exercise reasonable care when performing the work, but cannot be held responsible in any
manner for damage to sidewalks; driveways, shrubbery, screening, septic tanks, pipes, cables, any types of
wiring above or below the ground, nor be responsible for any ceiling damage during the process of the
roofing work. We will not be held responsible for water damage to the exterior and/or interior of the
premises unless negligent. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE
PROTECT THEIR PROPERTY.
All special inspections; bonds, permits, procedures, etc. which are not considered
standard roofing practices as determined by the Roofing Contractor, shall be the sole
responsibility of the owner.
P.O. BOX 973)35. Miami, Florida 33197-3135 TEL: (305) 234-5234 FAX: (305) 234-5753
W W W.isaacsroofij jgx0m
SUBMITTED TO:
Pat Collins
12-22-14
Page 3 of 3
RE: Job No. 14-0203-37rRVD2
We hereby propose to furnish labor and materials, complete in accordance with the above
specifications for the sum of
Tile Roof
Thirty Three Thousand Five Hundred...............................$33,500.00
With payments made as follows: 1/3 Deposit, 1/3 Upon first inspection, 1/3 Upon
completion.
All payments are due upon presentation of invoice. A penalty of 11/2% per month shall be added to all
sums not timely paid. In the event suit is commenced customer shall be liable for reasonable attorneys
fees, court costs and other costs reasonably necessary to collect the outstanding debts, including but not
limited to filing of any mechanics lien.
ISAACS ROOFING AND INSULATION CORP.
Alain Gonzal
E ean, Oalsaacs
CPI Alam (i�az
By' : �18.01.� 07:08:1s-osoa
Alain Gonzalez, VP
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are hereby accepted. You are authorized
to do the work as specified. Payments will be made as outlined above.
Bar
Authorized Signature
Acceptance Date: D7 T-1y•/y
A&ProposaISM/Collins, PatRVD2
P.O. BOX 973135, Miami, Florida 33197-3135 TEL: (305) 234-5234 FAX: (305) 234-5753
www.isclocsroofing.com
Return to:
CHRISTOPHER P. KELLEY, P.A.
11098 $isCayne !Boulevard, Suite 205
Miami, FL 33161
instrument Prepared By:
CHRISTOPHER P. KELLEY, Esquire
11098 Biscayne Boulevard, Suite 205
Miami, FL 33161
Folio No. 11-3101-033-0860
WARRANTY DEED
1011111111111111111 H11111111 HIM1111
CFN 2014RO 1322.6
OR Bk 8 FOS
RECORDED07122/2014 14 3a9s)
4d+3g
DE,-.D DOG 7AX 2.340.03
HMV£Y RUVIN, CLERK OF COURT
111ANI-DADS COMY, FLORIDA
THUS INDENTURE, Made this ..t.K day of , 2011, Between,
MICHAEL SARRON, a married man, and PETER J. SARRON, JR., a single man, as
GRANTORS. and PATRICK C. COLLINS
NW 91S � �E F. COLLINS,
nd and
33150,
wife, whose post office address
GRANTEES,
WITNESSETH, That said GRANTORS, for and in consideration of the sum of Ten
and No/100 ($10.00) Dollars, and other good and valuable considerations to said
GRANTORS in hand paid by said GRANTEES, the receipt whereof is hereby
acknowledged, have granted, bargained and sold to the said GRANTEES, and
GRANTEES' heirs and assigns forever, the following described land, situate, lying and
being in Miami -Dade County, Florida to -wit:
Lots 19 and 20, Block 133, of MIAMI SHORES SECTION NO. 6. according
to the Plat thereof, as recorded in Plat Book 1 o, at Page 39, of the Public
Records of Miami -Dade County, Florida.
SUBJECT TO: Applicable zoning andlor restrictions and prohibitions
imposed by governmental authority; Conditions, Restrictions limitations,
reservations, easements, and other matters appearing on records, if any;
Utility easements of record, taxes for the year 2014 and subsequent years.
and said GRANTORS do hereby fully warrant the title to said land, and will defend the
same against the lawful claims of all persons whomsoever.
THE ABOVE PROPERTY DOES NOT CONSTITUTE THE HOMESTEAD
OF GRANTOR, MICHAEL SARRON, NOR HIS IMMEDIATE FAMILY, NOR
iS IT CONTIGUOUS THERETO. THE ADDRESS OF THE SAID GRANTOR
IS SET OUT BELOW, UNDER HIS SIGNATURE.
IN WITNESS WHEREOF, GRANTORS have hereunto set their hands and seals
the day and year first above written.
2
Book292381Page3738 CIFN#20140513216 Page 1 of 3
dzv:z0 b 1, 1,0100
Z•d
©R e- K 292a113' F'G 37.40
L -AST PAGE
MIAMI. SHORES VILLAGE
Building Department
10050 NE 2 Ave, Miami Shores FI, 33136
Tel: 305-795-2204- Fax: 305-756-8972
Permit No. REOC-7-14-1481
Certificate of Re -Occupancy
Address: 137 MV 93 Street
City: Miami Shores Village
State: Florida
Zip-, 33138
This certificate verifies that the reference property has been inspected by Miami Shores
Village and has been determined to presently comply with schedule of regulations of
Miami Shores Land and Development Code pertaining solely to the requirement that
each one -family dwelling is used and intended to be used for a one -family dwelling
Purpose only; however, this certificate does not constitute any representation or
warranty as to the condition of the dwelling or other structures on the premises
described herein, or any aspect of such condition, and interested persons are advised
and encouraged to make their own inspections of the premises in order to determine the
condition thereof.
Building Approval.
AfI
Book29238/Page3740 CFN#20140513216 Page 3 of 3
d
� dZtr-ZO b 1. L0100
ection'A
Contractor's Name: [Isaacs Roofing
Job Address: 37 NW 93 St.
❑ Low Slope
Iding Department Electronic Application
Zone Roofing Permit Application Form
Roof Category
❑ Mechanically Fastened Tile
2 Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other.
Roof Type
❑ New Roof ❑✓ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (ft.2) _ Steep Sloped area (ft.2) 3700 Total (ft.2) 3700
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.
Perimeter Width (a'): Corner Size (a' x a'):
Cl)
>
D
C
W
Uj N
O
D
-0
�
a
�
� z
o
M
O
m
9 ®<
30C.o
o
r
z
ro
3
n
m
m
�7
i
G
CD p 1
D
70'
I
W�S'Y-t--
MIAM Miami -Dade County Building & Neighborhood Compliance Department
HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day'
Roof System Manufacturer[Eaq:_I
Notice of Acceptance Number (NOA): 112-0430.04
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P1: P2: 68.1 P3: 100.7
1
1
Maximum Design Wind Pressures, (From the NOA Specific system): 131.3 psf........_-, - A
Fill in the specific roof assembly components. N a component is not required, insert not applicable (n1a) in the text box.
Roof Slope: 712"
Roof Mean Height ft.
Method of Tile Attachment:
—Adhesive, Medium Paddy Polyfoarn PolPfr?77_
Alternate Method of Tile Attachment per NOA:
I Na
Drip Edge Size & Gauge: P -i" face 24 ga.—
—
Drip Edge Material Type:Galvinized Metalj
Deck Type: [7 T&G—
Optional Insulation:
Na
Optional Nailable Substrate:
[Iya I
Optional Nailable Substrate Attachment:
Na
Basesheet Type:
130#
Fastener Type for Basesheet Attachment:
1 1 ff4R:�ing shank nail & Tin caps
Tile Underlayment (Cap Sheet) Type:
TU Plus
Tile Underlayment Attachment Method:
Self adhered
Drip Edge Fastener Type: I'l -114" Ring shank nail Tile Profile:
Flat
. . ... ... . . .....
Hook Strip/Cleat gauge or weight: I —n/a-
MIAM Miami -Dade County Building & Neighborhood Compliance Department
®' HVHZ Electronic Roof Permit Form
"Defvering Excellence Every Days'
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127'
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable.
P 1. 39.1
X X.278
= 10.87
- Mg: 7.59
= Mr1: 3.28 5 40.4 NOA Mf
P 2: 68.1
X X.278
= 18.93
- Mg: 7.59
= Mr2: 11 34 5 40.4 NOA Mf
P 3:
100.7
X
.278
= 27.99 j
- Mg: 7.59
= Mr3:
20 41 5 40.4
NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
Uplift based file systems use Method 3. Compare the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for
%rea of the roof, then the file attachment method is acceptable.
P1: ..... X •
=
X w:
- W:
A
=
X cos 9: ....... = Fr1
5 .._ NOA F
P2: _... X I:... _ ... _ _ ..
X w: _
_ - W.
oduct Approval (NOA)
=
X cos A: = Fr2:
5 _ NOA F
Required Moment Resistance
Mr
Calcu ed
Minimum Attachment Resistance
F'
Product Approval A)
_W.
Fr
Calculated
=
X cos A: .....
= Fr3:
<_ _ _ ..
NOA F
re to Obtain Information to complete the calculations
Mean Roof Height
H
Job Site
Roof Slope
A
Job Site
Aerodynamic Multiplier
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
oduct Approval (NOA)
Attachment Resistance
Mf
Produ pproval (NOA)
Required Moment Resistance
Mr
Calcu ed
Minimum Attachment Resistance
F'
Product Approval A)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
I = length
Tile Dimensions
w =width
Product Approval (NOA)
Owner's Notification Form HVHZ 2010
tHeaM
-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 roofing system installations. Additionally, the following items should be addressed as part of the
agreement between the owner and the contractor. The owner's initial in the designated space indicates that the
item has been explained.
L42_. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (Hi �VelocitHurricane
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 roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
. 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, roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
. 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.
Eq. 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 r uirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
entilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, designed by a Florida -licensed engineer or registered architect to eliminate
the attic venting, venting shall not be required.
Owner's/A enfs Signature: Date:
Contractor's Signature:
Property Address:
Permit Number:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/sera
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section
(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. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section 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: $el Aif;Bel Air inn» Eagle; Ponderosa, Fe�-sa-Double Eagle, GoldenlEagle
�l ow Profile -Concrete Tiles
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 revises NOA# 11-0321.02 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
'tli PIF2
• ►4K• �:
RWEV V,
NOA No :12-0430.114 7L
Expiration Date:J0/05116
Approval Date: 68/02/12
Page 1 of 10
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE:
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, 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.
2. PRODUCT DESCRIPTION:
Manufactured by Test Product
Applicant Dimensions Specifications Description
Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two
W= 12 '/a" nail holes. For adhesive set, direct deck or
Thickness = %2" battened nail -on applications.
Bel Air Double Eagle L = 17' TAS 112 Flat profile concrete roof tile equipped with two
Concrete Tile W = 12'/a" nail holes. For adhesive set, direct deck or
Thickness ='/2" battened nail -on applications.
Ponderosa Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile with slate finish
W= 12'/a" equipped with two nail holes. For adhesive set,
Thickness ='/2" direct deck or battened nail -on applications.
Ponderosa Double Eagle L = 17' TAS 112 Flat profile concrete roof tile with shake finish
Concrete Tile W= 12'/a" equipped with two nail holes. For adhesive set,
Thickness = %2" direct deck or battened nail -on applications.
Golden Eagle Concrete L = 17' TAS 112 Flat profile concrete roof tile brushed finish
Tile W= 12 '/a" equipped with two nail holes. For adhesive set,
Thickness = %2" direct deck or battened nail -on applications.
Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at hips,
w = varies rakes, ridges and valley terminations.
varying thickness Manufactured for each tile profile.
T NOA No.: 12-0430.04
M!' °AoE c�av� Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 2 of 10
2.1 EVIDENCE SUBMITTED:
Test Men cy
Test Identifier
PRI Asphalt Technologies
ERPF -001-02-01
Redland Technologies
7161-03
Appendix III
Redland Technologies
7161-03
Appendix III
Redland Technologies
7161-03
Appendix II
Redland Technologies
P0402
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Letter Dated Aug. 1,
1994
P09647-01
94-084
25-7094-(2, 5, & 8)
25-7183-(5 thru 6)
25-7214-(1, 5, & 8)
25-7487-2
25-7496-(1 & 4)
25-7804-6
520109-1
520111-4
520191-1
Calculations
Calculations
Test Name/Reuort
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw vs.
smooth shank nails
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
Aerodynamic Multiplier
Restoring Moments Due to Gravity
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
Aug. 1994
May 1994
Oct. 1994
Feb. 1995
March, 1995
Dec. 1995
Dec. 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
Sep. 2006
" NOA No.: 12-0430.04
rv�A ®s� cau�or
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 3 of 10
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required,
refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance
Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle
Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (lbf)
Length-1(ft)
Width -w (ft)
Bel Air, Bel Air Double Eagle,
11.4
1.42
1.03
Ponderosa, Golden Eagle,
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
Table 2: Aerodynamic Multipliers - A (ft)
Tile Profile
A (ft)
A (ft)
Batten Application
Direct Deck A pHoktion
Bel Air, Bel Air Double Eagle,
0.301
0.278j ,J
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat Tile
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 4 of 10
Table 3: Restoring Moments due to Gravity - MQ (ft-lbf)
Tile
3":12"
4":12"
6":12"
6":12"
Greater than
Profile
30.9
38.1
17.2
Air Double
Eagle,
Ponderosa,
Golden
7":12"
Bel Air, Bel Air
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Double Eagle,
2 #8 Screw
Deck
51.7
I Deck
1-10d Smooth or Screw
Shank Nail Field Clip)
Deck
24.3
Deck
Tile
Deck
Ponderosa,
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
Golden Eagle,
2-10d Ring Shank Nails7 50.3 65.5 48.3
1. Installation with a 4" tile headlap and fasterners are located a min. of 2%2" from head of tile.
Ponderosa
Double Eagle
Flat Tile
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Bel Air, Bel
2-10d Ring Shank Nails
30.9
38.1
17.2
Air Double
Eagle,
Ponderosa,
Golden
1-10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
Eagle,
Ponderosa
Double
Eagle Flat
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1-10d Smooth or Screw
Shank Nail Field Clip)
24.3
24.3
24.2
Tile
1-10d Smooth or Screw
Shank Nail Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw
Shank Nails Field Clip)
35.5
35.5
34.8
2-10d Smooth or Screw
Shank Nails Eave Clip)
31.9
31.9
32.2
2-10d Ring Shank Nails7 50.3 65.5 48.3
1. Installation with a 4" tile headlap and fasterners are located a min. of 2%2" from head of tile.
tl
NOA No.:12-0430.04 is ashwb' ] aoe couNr,r Expiration Date: 10/05/16
'
Approval Date: 08/02/12
Page 5 of 10
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Application
Resistance
Bel Air, Bel Air Double Eagle,
Adhesive
31.3
Ponderosa, Golden Eagle, Ponderosa
3M 2 -Component Foam Roof Tile Adhesive AH -160
40.4
Double Eagle Flat Tile
Ponderosa Double Eagle Flat
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3M TM 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Application
Resistance
Resistance
Bel Air, Bel Air Double Eagle,
3M 2 -Component Foam Roof Tile Adhesive AH -160
118.9
3M 2 -Component Foam Roof Tile Adhesive AH -160
40.4
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
3 Large paddy placement of 45 grams
of Pol ProTm.
4 Medium paddy placement of 24 grams of Pol ProT'".
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden
Mortar Set
43.9
Eagle, Ponderosa Double Eagle Flat Tile
5 Tile-Tite Roof Tile Mortar.
�o E.Ad� couWrt,
NOA No.:12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 6 of 10
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved".
Nook
EAG�'
FLORIDA
BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE
CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Oficial or Applicable building code in order to properly
evaluate the installation of this system.
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 7 of 10
PROFILE DRAWING
BEL AIR
BEL AIR DOUBLE EAGLE
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 8 of 10
PONDEROSA
PONDEROSA DOUBLE EAGLE
IUAMWADE C arr
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 9 of 10
GOLDEN EAGLE
END OF THIS ACCEPTANCE
ate.
MIAMI-DADECOUNTV
MI
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 10 of 10
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section
(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. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section 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: Polyglass Polystick Underlaymen
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 revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.2
Expiration Date/13/16
Approval Date. 2tt4tY3
Page I of 8
MIAM
k3
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidade.gov/economy
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section
(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. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section 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: Polyglass Polystick Underlaymen
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 revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.2
Expiration Date/13/16
Approval Date. 2tt4tY3
Page I of 8
ROOFING COMPONENT APPROVAL
Category Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
=7k NOA No.: 12-0713.02
it��o� Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
6518" x 3133/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3'33/$"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'10" x 3'33/$"
ASTM D 1970
polymer modified, fiberglass or polyester
Manufacturing Location
100 mils thick
reinforced, bituminous sheet material for use as
#1 & #2
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass-
underlayment
65' x 3'33/$"
ASTM D 1970
fiber/polyester reinforced waterproofing
(Surface Printing)
80 mils thick
membrane. Designed as a metal roofing and roof
Manufacturing Location
tile underlayment.
#1
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalt waterproofing membrane,
underlayment
32'10" x 3133/$"
ASTM D 1970
glass-fiber/polyester reinforced, with a granular
Manufacturing Location
130 mils thick
surface designed for use as a tile roof
#2
underlayment.
Polystick Tile Pro
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass -
Manufacturing Location
61'X 3933/$"
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass -
Manufacturing Location
61' x 3'33/8"
ASTM D 1970
fiber/polyester reinforced waterproofing
#2
60 mils thick
membrane. Designed as a metal roofing and
roof tile underlayment.
=7k NOA No.: 12-0713.02
it��o� Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
NOA No.: 12-0713.02
MIAM16Z COMP 1Tl
s . - Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
Test
Product
Product Dimensions Specification Description
Polystick TU Max Roll:
TAS 103 and A rubberized asphalt self -adhering, polyester
Manufacturing Location 65'8"x3'3-3/8" ASTM D 1970
reinforced waterproofmg membrane. Designed
#2 60 mils thick
as a a roof tile underlayment.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity I ERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
P40390.08.12-1
TAS 103 & TAS 110
08/06/12
P40390.08.12-2
ASTM D 1623
08/07/12
P40390.10.12
ASTM D 1970
10/03/12
PRI Asphalt Technologies
PRI01111
ASTM D 4977
04/08/02
PUSA-005-02-01
ASTM D 4977
01/31/02
PUSA-018-02-01
ASTM D 2523
07/14/03
PUSA-035-02-01
TAS 103
09/29/06
PUSA-033-02-01
ASTM D 1970
01/12/06
PUSA-055-02-02
TAS 103
12/10/07
PUSA-083-02-01
TAS 103
06/30/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX201-17A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX2313813
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
NOA No.: 12-0713.02
MIAM16Z COMP 1Tl
s . - Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self -adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-Y2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic.shingles, wood shakes and shingles,
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in
roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (days)
MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven, FL. 180 180 180 180 180 180 180 90
Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens
roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TU
Polystick TU
Plus, TU P, Tile
Max
Pro
Flat Tile
Prohibited without
5:12
No limitation
No limitation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of tiles at all times.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
0
CL
0
Uj
N
r
m
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control
Approved" or the Miami -Dade County Product Control Seal as shown below.
MIAMI•DADE COUNTY
oI
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Oficial or applicable building code in order to properly evaluate
the installation of this materials.
MuaMaDADE co
NOA No.: 12-0713.02
Cry
Pi�'�G�II!� • e I Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back -nailed. (Please refer to applicable local building codes prior to installation.)
3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens; as required by the tile manufacturers NOA's, must be used -on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set
and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6
inches in either direction. The repair should be installed in such a way so that water will run parallel to or
over the top of all laps of the patch.
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894-4563.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
�NOA No.: 12-0713.02
' t�hdl dJ Yet t Utm
® Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 3
MIAMI•DADE'' MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Section
(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. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section 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.
_ Foam RdofTileAdhesive `�i�
ESCRIPTION:'31OIT�i2=�ompb�enl
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 revises NOA 12-0228.18 and consists of pages 1 through 11.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0502.02
Expiration. Date: 05/10/17
Approval Date: 12/12/13
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2 -Component Foam Roof Tile Adhesive 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 Product Description
Specifications
3MI'm 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH -
160
Foam Dispenser RTF1000 N/A Dispensing Equipment
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Prove Test Results
Density ASTM D 1622 1.6 lbs./ft.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Fe
Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch
Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 13-0502.02
Murtw�E c WNW Expiration Date: 05/10/17
•••• o p
Approval Date: 12/12/13
Page 2 of 11
EVIDENCE SUBMITTED:
Test AEencv Test Identifier Test Name/Revort Date
Center for Applied Engineering #94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
ASTM E 84
01/16/95
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
P36700.04.12
ASTM D 1623
04/18/12
P39740.02.12
TAS 101
02/21/12
TAS 123
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. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal as shown below.
3. 3W 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
5. Roof Tile manufactures acquiring acceptance for the use of 3W 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
MvuHwE►aecout�nv NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 3 of 11
INSTALLATION:
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 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)•
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile) I
Two Piece j
65-70 sq. inches
34 grams under pan
LABELING:
All 3W 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed
herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Oficial or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Pian through plastic cement
(when required)
10 in. x\
2 in.wide
[Battens optional
Paddy (Beneath Tile)
Eave Cknure I
Fascia
Mail through plastic
(when required Paddy (Beneath Tile)
IUnderlayment e
101n.xa
2 in.wide
Battens a
optional <
Eave Course
Fascia
Weephole
10 in2ht.
Eave closure
Drip edge
)(AMI-DA®E C'i:pJ�( Y.
•q i
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) —23(148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Mai( through plastic cement
(when required)
Paddy (Beneath rite)
Underlayment
2 in.
Battens optional
Y
loin.
tin.
leave Closure
Eave Course
Fascia
F1atlLow Profile Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED
Pled through plastic ce
(When required)
Paddy (Beneath Tile)
Underlayment ,
7 in.
2 in.
eattens optional
w
` "
Eave Course
Fascia
Weephole
10 he 21n.
Eave closure
Drip edge
g c*194MI-DADE COUP a
High Profile / Single Pan Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cmZ) - 19 (122.6 cm) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
RE
ADHESIVE PLACEMENT DETAIL # 3
FlafflAWPreffleTila
NaUthFoughplaAcauma
SiVepaddyundutfle
twhenFeWrrec4
ibet+ a
Ravens
fM&FtftJ
pdv
°'
01
-'
"
X4h%
224b��.
Paan
2.
EamCkwire
1SC
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x V (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Hl#h Pmft 7119
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) -11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Race enough adhesive to achieve 65 to 70 sq.1n. Steep pitch applications
In contact with the pan Nle. (when required)
2) Tum covers upside down. Place adhesive in
to 1 in.from outside edge of covertile.
Then install the Nle. Ensure 20 to
25 sq. in contact area,
e
IUnderlayment
i
Eave closure
(motarshown)
Fascia
point -up Mortar
on longitudinal
edges of Nle
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under two adjacent pan tiles. Support eave tiles
from rocking until adhesive has a chance to cure.
2. Continue in same manner bringing two pan courses
up toward the ridge. Insure approximately 65
(419.4 cm2) — 70 (451.6 cm2) square inch adhesive
contact with the underside of the pan tile.
3. Turn covers upside down exposing the underside of
the tile. Apply a minimum 1" (25.4 mm) x 10" (254
mm) bead of adhesive directly on the inner edge of
each side of the cover tile. Leave approximately
3/4" (19 mm) to 1" (25.4 mm) from the outside
edge of the tile, inward, free of foam to allow for
expansion.
4. Turn cover tile over after foam is applied and place
onto pan tile course. Insure a minimum of 20 (129
cm'-) - 25 (161.3 cm2) square inch contact area on
each side of the cover tile to the pan tile. Continue
in same manner. Trim away any cured exposed
foam adhesive. Pointing of longitudinal edges of
the cover tiles are considered optional.
5. When additional nailing is required, 2" (50.8 mm)
x 4" (101.6 mm) nailers or the tie wire system
using galvanized, stainless steel, or copper wire and
compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 11 of 11
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138 II
Re: Owner's Name: (1--- C41 i A? '
Property Address: N W 11, �'-� L ! h11(���d Ali C C' 3
Roofing Permit Number:
Dear Building Official:
I 1 < (ebl( i vb� certify that I am not required to retrofit the roof to wall connections of my
building because:
❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 19 eM of a South Florida Building Code (1994 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this day of
HANNA FADUL
Notary Public - State of Florida
Notary Public, Sate of Florida at Large ` '
Commission # EE 193985
• When the just valuation of the structure for purpose of ad valoterntbx9 n t t e building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
RE: Permit #
Miami Shores Village
Building Department
INSPECTION AFFIDAVIT
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE:
I licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type)
License M
FS 468 Building Inspector
On or about , I did personally inspect the roof deck nailing
work at
(Date & time)
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual .(Based on 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this yi
HANNA FADUL
Notary Public - State of Florida
Notary Public, Sate of Florida at Large My Comm. Ex ices A r 30 2016
2 Commission # EE 193985
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION
RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT
TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
Date: I
II
Re: Owner's Name: �f c IL 0 a 'I �'
Property Address: (QVd'J q �V4 S 11A rrS I
Roofing Permit Number:
Dear Building Official:
IQM t a 4 S certify that I have improved the roof to wall connections of the referenced
property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential
Structures as ad tied by the Florida Building Commission by Rule 9B-3.047 F.A.C.
/ ;
Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this `A day of 20_
Notary Public, Sate of Florida at Lar e
HANNA FADUL
` Notary Public State of Florida
M Comm. Expires Apr 30. 2016
yCommissi n # EE193985....... ` FINAL COMPLIANCE
Revised on 5/21/2009
SECTION R4402.14
HIGH VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
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
ATTACHMENTS REQUIRED:
I.
Fire Directory Llsting Page
2.
From Notice Of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Section R4403, or If Applicable, RAS 127 or
RAS 128
4.
Other Component Notice of Acceptances
5.
Municipal Permit Application ,
6.
Owners Notification for Roofing Considerations (Re -Roofing Only)
7._1
Any Required Roof Testing Calculation Documentation
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Master Permit No.
Contractor's Name
Job Address
❑ Low Slope
❑ Asphaltic
Shingles
❑ New Roof
Section A (General Information)
Process No.
ROOF CATEGORY
❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ Reroofing ❑ Recovering ❑ Repair
ROOF SYSTEM INFORMATION
❑ Maintenance
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
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.
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill In Specific Roof Assembly Components
and Identify Manufacturer
(If a component Is not used, identify as "NA"}
System Manufacturer:
NOA No.:
Design Wind Pressures, From RAS 128 or Calculations:
Pmaxi: Pmax2: Pmax3:
Max. Design Pressure, From the Speck NOA
System:
Deck:
Type:
Fastener Spacing for Anchor/Base Sheet
Attachment
Field:
" oc @ Lap, # Rows -@ " oc
Perimeter:
" oc @ Lap, # Rows @ " oc
Comer:
" oc @ Lap, # Rows -@ " oc
Number of Fasteners Per Insulation
Board
Field:
Perimeter Comer
Illustrate Components Noted and
Gaugerrhickness: Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Slope: Stripping, Flashing, Continuous Cleat, Cant
Anchor/Base Sheet&No. ofPiy(s): Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Insulation Base Layer: Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
SectionD (Steep Sloped Roof System)
Roof System Manufacturer:
Product Approval Plumber:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1 • P2• P3:
Maximum Design Pressure
Product Approval Specific System:
Method of Tile Attachment:
Steep Sloped System Description
Deck Type:
Roof Slope: Type Underlayment:
:12 Insulation
Fire l3arrier:
Ridge Ventilation?
Mean Roof Height:
Type & Spacing:
hesive Type:
Type Cap Sheet:
Roof Covering:
Type & Size Drips
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values
for Mrwiththe values from Mt. if the M, values are greater than or equal to the M,
values, for each area of the roof, then the the attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P,: x1 =_, -Mg: oMr, Product Approval M,
(P2: x = � - Mg: = M,z Product Approval Mt
(P3: x =_- Mg: = M,, Product Approval Mr
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mt
*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 the systems use Method 3. Compare the values for F' with the values for
F, if the P values are greater than or equal to the F, values, for each area of the roof, then
the tie attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P,: x 1: = x w:= )-W: x cos & - = F,, Product Approval F
(P2: x 1: = x w:= ) - W: x cos 0. - = Ff2 Product Approval F'
(123: x 1: x w:= _ ) - W: x We 0: - = Ft3 Product Approval F
M Requlred
Moment Resistance"
Symbol
Where to find
Mean Roof Height -4-
Roof Slope
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 1
30.5
32.4
7:12 1
24.4
25.9 27.1 1
28.2
30.0
*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 the systems use Method 3. Compare the values for F' with the values for
F, if the P values are greater than or equal to the F, values, for each area of the roof, then
the tie attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P,: x 1: = x w:= )-W: x cos & - = F,, Product Approval F
(P2: x 1: = x w:= ) - W: x cos 0. - = Ff2 Product Approval F'
(123: x 1: x w:= _ ) - W: x We 0: - = Ft3 Product Approval F
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
8
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to Gravity
MO
Product Approval
Attachment Resistance
IN,
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
P
Product Approval
Required Uplift Resistance
F, i
Calculated
Average Tile Weight
w
Product Approval
Tile Dimensions
I alb
Product Approval
All calculations must be submitted to the Building Offidal at the time of permit application.
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction 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 roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (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 roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling: 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, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
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. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
Owner/Agents Signature Date Contractor Signature Date
Revised on 7/9/2009 LD
