RF-12-2254Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 182184 Permit Number: RF -11 -12 -2254
Scheduled Inspection Date: January 14, 2013
Inspector: Bruhn, Norman
Owner:
Job Address: 1071 NE 95 Street
Miami Shores, FL
Project: <NONE>
Contractor: MURPHY ROOFS
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number
Parcel Number 1132060143610
Phone: (305) 892 -1700
Building Department Comments
RE -ROOF TILE TO TILE
Infractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
January 11, 2013
For Inspections please call: (305)762 -4949
Page 9 of 33
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit # 1 `� DATE: 1'-
INSPECTION AFFIDAVIT
° ° 0 ‘ ° l JitAS licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle 468 Building License Type) g Ins p ector
License #: S
or about /0--- , I did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at /01 1
(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.
Swom to and subscribed before me this day of u— �',�t�`t"' //,..,,10 12
Notary Public, Sate of Florida at Large
®� i�,�o;tt
*`General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make sui,an in cti:Indu(�_rilraphs of each plane of the roof with
permit # and address # clearly shown marked on the deck for each inspection '0 /i,,�`,, '4 T E' d�,�``�r�`�
Revised on 5/21/2009
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, Fl 33138
Re: Owner's Name: A-Q
Property Address: d 7 ( 4s � �
Roofing Permit Number: (2�,
Date: / / a 1
Dear Building Official: n
I 15 Y r 21'l` i 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 adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C.
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 f C1 20_
Notary Public, Sate of Florida at Large
(SEAL)
Revised on 5/21/2009
FINAL COMPLIANCE
GEOTECHNICAL
ENVIRONMENTAL
HYDROGEOLOGY
ASBESTOS
111MTA 111•11W
DYNATECH ENGINEERING CORP.
TESTING LABORATORIES
DRILLING SERVICES
INSPECTION SERVICES
ROOFING
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH
METRO -DADE COUNTY PROTOCOL TAS -106
MIAMI, January 10, 2013 PERMIT No.
CLIENT: MURPHY ROOFS: Denis Murphy: 10903 NE 8"' Court Miami, FL 33161
PROPERTY ADDRESS: Roof @ 1071 NE 95TH STREET MIAMI SHORES, FL 33138
TILE TYPE /ATTACHMENT: Flat Roof Tile Polyfoam Set. Inspected By: JM
Testing Equipment: Humboldt Scale Model H -4620
The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample
dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic
Test No. Test Location Field Uplift Pull Test Test Result
1 - 36 Field See Sketch Below > Than 35 LBS Passed
37 - 45 Corner See Sketch Below > Than 35 LBS Passed
46 - 68 Perimeter See Sketch Below > Than 35 LBS Passed
N/A Ridge Caps N/A N/A N/A
ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106
ROOF SKETCH
61
/
2 3 /
\ / 1
e 1 / 4
601
64
/FLAT ROOF AREA/
/ NOT TESTED I
66
I
65 66 67 j
4511
46
47
I \
Y
591 / \ 5
6
9 /
Sincerely yours,
5B
62
63
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13
L7
L4
13"
1
36 / (
— — — Y35 146
19 „, 33 34 V
32 \
LB
3 22 21 20
27
24 25
26
29
26
31
\ 30
57 56 55
54
31 49 I
50
5L
52
53
�40
aamani, P.E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspector No. 757
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750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499 • Fax: (305) 828 -9598
.5 Printed on Recycled Paper
E -Mail: Dynatech @Bellsouth.net
41),9
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: I C 7 t NJ F q5
FBC2�0 CO
Permit No. T2 ,,��- 1 '2 3aSLI
Master Permit No.
ROOFING
City: Miami Shores County: Miami Dade Zip: 73) 3Fc
Folio/Parcel #: 11..3 .PCJfi, P G / 1-1 -347 1 C)
Is the Building Historically Designated: Yes
NO ✓ Flood Zone: i, 0
OWNER: Name (Fee Simple Titleholder): Don and ° )eal u.Gdr? ? Phone #:365 -7S -S78".5
Address: d G 71 Li 1E q5 kt Si-re°a•
City: 6-bean ( Gho►'�'�
Tenant/Lessee Name: —
State: POrtAek Zip: 313Cs
Email: t'ie.:C.0r2 . 6 no eau
Phone #:
CONTRACTOR: Y isoe\,31-Pk)
Com an Name: P
Address: 109 3 P c_
City: 1-5
Qualifier Name
,/ ' State: (
/ U.1
Phone #: gefeQ
Zip:53 )' L I
%rte Phone #: I r.1 Y
' q
State Certification or Registration #: Certificate of Competency #: 76 S
Contact Phone #: 207 a t. % fir 1 4/ Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ ? v Square/Linear Footage of ork:
Type of Work: UAddition UAlteration ONew R1 epair/Replace
Description of Work:
❑Demolition
Color thru tile:
* *Fe ************* * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** CO
Submittal Fee Permit Fee $t CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 30g .(,0
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 afier 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
0 , :'Agent
The foregoing • trument was acknowledged before me this ZM The foregoing instrument was acknow
day of , 2062 , by ` c v. •a . , day of +' e , 20 , ►y
wh ally known e or who has produced who is personally known to me or w
As identification and who did take an oath.
NOTARY PUBLIC:
Sign
Contracto
NOTARY PT,.. .,IC-S i. i1'i OF FLORIDA
My Commission Expires: Melissa L. Dore
• -'; Commission #DD997027
Expires: JUNE 01, 2014
BONDED TBRU ATLANTIC BONDING CO.,INC.
**** *oY4:4e4e* oYoY: F: F*********k 4e*4e* oY***;***** 9e: Y, Y4e4eoY ***k**9***k9:9::F*nY*** ** * *kkk **:Y3c4*** **:Y3::Y4e ***** * **kYkk **•Y*******
as identification
NOTARY PUBLIC:
Sign:
Print: = O `°° °O a,5
My Commission Expires:
f ii 4e an oath.
i..
x//'04 � n >\11111 l 110a� `ao
APPROVED BY
//4jr�° L Plans Examiner Zoning
Structural Review Clerk
(Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09)(Revised 7/10/2007)
Miami Shores V
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
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: Don Gen a uad y rqu,c7r%o l e
Property Address: 107 l U. E. c 61"- -gi-r
Roofing Permit Number:
Dear Building Official:
I Dpn0.1 A. g . "a®t t iback l`2 certify that I am not required to retrofit the roof to wall connections of my
building because:
iVthe 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 199 . = . ition of the South Florida Building Code (1994 SFBC)
Date:
Signature
0 onCc1 d ci,Ce 1�
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
Notary Public, Sate of Florida at Large
eQto
day of Ow s" 2012
NOTARY PUBLICS ATE OF FLORIDA
e" "'••• Melissa L. Dore
Commission # DD997027
Expires: JUNE 01, 2014
ED THRU ATLAN TIC BONDING CO., INC.
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the 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
Property information:
Folio
11- 3206 - 014 -3610
Property Address
1071 NE 95 ST
Owner Name(s)
DONALD S MCCORQUODALE JR &W
BEVERLY B MCCORQUODALE
Mailing Address
1071 NE 95 ST
MIAMI FL
33138 -2547
Pr mary Zone
1400 SGL FAMILY - 3001 -3250 SQ
Use Code
0001 RESIDENTIAL - SINGLE FAMILY
Beds/Baths/Half
4/3/0
Floors
2
Living Units
1
Adj. Sq. Footage
2,806
Lot Size
17,125 SQ FT
Year Bulk
1951
Legal Description
MIAMi SHORES SEC 3 PB 10-37
E1/2 OF LOT 25 & LOT 26 & 27
BLK81
LOT SIZE IRREGULAR
OR 18367-769 1198 1
OR 18367 -07691198 00
Assessment Information:
Current Previous
Year
2012
2011
Land Value
$206,395
$196,567
Building Value
$250,629
$252,239
Market Value
$457,024
$448,806
Assessed Value
$332,704
$323,014
Exemption information:
Current Previous
Year
2012
2011
Homestead
$25,000
$25,000
2nd Homestead
$25,000
$25,000
Senior
$0
$0
Veteran Disability
$0
Civilian Disability
$0
$0
Widower)
$0
$0
MIAMI -DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Honorable Pedro J. Garcia
Properly Appraiser
Aerial Photagrepay 2012
Taxable Value 'information
Current Previous
Year
2012
2011
Exemption/Taxable
Exemption/Taxable
County
$50,000 / $282,704
$50,000 /$273,014
School Board
$25,000 / $307,704
$25,000 / $298,014
City
$50,000 / $282,704
$50,000 / $273,014
Regional
$50,000 / $282,704
$50,000 / $273,014
Sale information:
Date Amount Recording Qualification Code
Book -Page
11/1998
$275,000
18367 -0769
Sales which are qualified
1/1982
$250,000
11382 -0122
Other disqualified
8/1976
$81,000
00000 -0000
Sales which are qualified
Disclaimer:
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information
and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its
interpretation. Although this website is periodically updated, this Information may not reflect the data currently on file at Miami -Dade County's systems of record.
The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the
cause of such or for any dedsion made, action taken, or acdon not taken by the user In reliance upon any information provided herein. See Miami -Dade County full
disclaimer and User Agreement at http• IN rww. miamidade .govAnfo /disdaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail @mlamidade.gov
GiS inquiries, comments, and suggestions email: gds @miamidade.gov
Generated on: Monday. November 19, 2012
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
hi accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the
costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the
costs of any proposed improvements must be shown on the worksheet. The cost of improvements must
include demolition, raw and finished materials (include those donated), labor (including volunteer and self -
performed), construction supervision and management, and overhead and profit. A list of items the costs of
which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract
must be attached)
PROPERTY OWNER: ld an 6 ,vT-Iv
PERMIT #
ADDRESS:
/2— 22,7y
1071 GU t c7g
FOLIO NUMBER: FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
COST OF PROPOSED IMPROVEMENTS: 6",2 8! 000
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE (attach appraisal):
OWNERS SIGNATURE
PLANRE'VIEWER:
PLAN
SIGNATURE:
ONaitige ,c {? DATE: % M 3 0 >�
DATE:
REVIEWER
SUBSTANTIAL IMPROVEMENT / DAMAGE LIST
(NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE)
ITEMS TO BE INCLUDED
ALL STRUCTUAL ELEMENTS,
INCLUDING
Foundations including;
Spread footing, Continuous footing,
isolated footing, piles and pile caps
Slabs including; Monolithic, floating,
elevated
Walls including; Exterior walls, Bearing
walls, Shear walls
Beams, Tie Beams, Columns and Posts
Wood decking, Floor and Roof Sheathing
Trusses, Joist
Windows /Doors
ALL BUILDING ELEMENTS, INCLUDING
Interior Partitions, Walls, Columns
Drywall, Ceilings,
Built in Furniture, Cabinets, Vanities
All Fixtures
Flooring, Tile, Carpet, Stone, Linoleum,
ect.
All Finishes including Drywall, Paint,
Stucco Plaster, Paneling, Tile, Marble,
and Moldings
Roofing Material
ALL HARDWARE
ALL UTILITY and SERVICE
EQUIPMENT
HVAC
Electrical System and Equipment
Plumbing System and Equipment
Security System and Equipment
Central Vacuum System
Plumbing Fixtures
Lighting Fixtures and Ceiling Fans
Water Systems including
Softeners /Filtration
Created on June 2009
ALSO:
All Labor and other Costs associated with
Demolition, Removing, Replacing,
Installing Building or Altering Building
Components
Construction Management / Supervision
Overhead and Profit
Equivalent cost for:
Donated Materials
Volunteer Labor (including owners and
friends)
Any Improvements Beyond Pre - damaged
Condition, including;
Utility Upgrades
Code Upgrades
ITEMS TO BE EXCLUDED
Plans and Specifications
Survey Costs
Elevation Certificate Costs
Permit fees
Debris Removal
Items not considered to be REAL Property
Rugs, Furniture, Refrigerator,
Appliances not Built -in
Outside Improvements, Including;
Landscaping
Sidewalks
Patios
Fences
Yard lights
Sheds
Gazebos
Irrigation
Pool
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 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has 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).
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. .n 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.
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.
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
Revised on 7/9/2009 LD
Contra r Signature
Date
NOTICE OF COMMENCEMENT
A RECORDEDOOPYMEr BE POSTED ON THE K4 Siff AT TIEN OF ORR I\ERMIEN
PERIVIr 1
TAX FOLIO NO. Al
STATE OF FLORIDA:
=MY OF MIAMI-DADE
TI-E lAtERSIGNEDhereby gives noticethat inprovernents MI be made to °Waimeaj
property,and in accordsrice with Chapter713, %kW Statutes, the following informafion
is providedin this Notre' e ofCo,mencernent
1. Legal description of property and strast/address: Ltrairrii ShareS
3? -37 P. Vz 4
2. Description of improvement
111111111111111111111111111111111111111111111
CFN 2O12RO85O14
OR Bk 28375 Ps 0984f (las)
RECORDED 11/28/2012 132924
HARVEY RUVIN, CLERK OF COURT
MIAMI-DADE COUNTY, FLORIDA
LAST ,PAGE
S z.e..Z....k.Leir
3. Owner(s) name and address : _as
le
E
'Interest in property
Name and address of fee simple titleholder:
4. Contractor's name and add
5. Surety: (Payment bond required by owner fro contractor, if QTE OF FLORIDA, COUNTY OF DADE
Name and address: ficie4EBY CERTIFY that this Is a true c
Arndt of bond $
a. Lender's name and address:
NOV
WITNESS my hand and Official Seat
1 IAIIVLY li
7. Persons within the state of Florida designated by Owner upon whom notices or olltentlocu
provided by Section 713.13(1)07., Florida Statutes,
Narne and address:
served as
8. In addition to himseff, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address'
__:...____________.
9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recotifing wan a
different d Os-is specified) ..,
Signature of Owner
dix:741-P, 41 ii7/1-ei
, •
- . . . ._. a-• , _
Print Owner's Nam Dr",8-10 la, S . .ore LA4deelv, Prepared by . r--%---
' Sworn to and subscribed before me this 2 . day of ,..412i, 20 IL •
Address: 8
Notary Public
Print No Name
My commission expires-
113 01.39 14A66.3
'AA?, .
VM4
rn mission
-„/ Expires: JUNE 01,2014 •
)301STRRII ATLANTIC BONDING CO.,101C.
Melissa L. Dore
I 0 ' 1
}
- L Al IT #: X" �
ni amt Shores Village
APPP O`vED
BY
DATE
ZON!iNG DEPT
BLDG DEPT
%
(�i
SUBJECT WI 01 ALL FEDERAL
�10CCNIPI.1h'NCE
SIATFI,fvt A BUUdi W 00thrEd tlOD-^ 01105
-'nh Velocity Nlrrri ca
Master Permit No
Section A (General Information)
HIGH - VELOCITY HURRICANE ZONES
Contractor's Name 1 ,�,�
Job Address
ROOF CATEGORY
❑ Low Slope ❑ Mechanical Fastened Tile L�J Mortar/
Mechanically Ad
❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Sh
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
0 New Roof Reroofing ❑ Recovering ❑ Repair
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
39ivy "`Y t
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.
2010 FLORIDA BUILDING CODE — RESIDENTIAL
AA rf4
HUGH- VELOCITY HURRICANE ZONES
Florida Building Code Edidon 2010
High Velocity Hurricane Zone Uniform Perm ft Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Product Approval Number / to (17 0
1
Minimum Design Wind Pre sures, If Appl; caie rom RAS 127; Calculations):
P1: if �
P2: P3:
Maximum Design Pressure
Product Approval Specific System:
7
Method of tile attachment
Roof Slope:
I :12
Steep Sloped Roof System Description
Deck Type:
ype Underlayment:
Insulation:
_go -4
Fire Barrier:
Fastener Type &,Spacing:
dhesive Type:
ype Cap Sheet
Roof Covering:
Ridge Ventilation?
1.
Mean Roof Height: l 2I
r ;4 Cot o .k - 0A.411,11.)
Type & Size Drip
dge:
___2i:142;79
Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Callculationsl
For Meet based tie systems, choose either Method 1 or 2. Compared the values
for M,wlth the volt* from lithe Mr vahtes are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
0 M F . = 1 "Moment Based Tile a . 1' Per RAS 127"
me . x a, ' •/. ,5 -Mg 7b7 = ��: 1' NOA b*
tr,• .tip I x, 219 = Mg: s �" NOA 14
013:4"2/-- z X tiff -Mg: '° A NOA Ab
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (iii) From Table Below NOA 14
*Mast be used in w n with a list of moment based tile systems endorsed by the
Breward County Board Rules and Appeals.
For Ups based
values for Fr. If
area of the roof,
systems use Method 3. Compared the values for F' with the
F' values are greater than or equal to the F, values, for each
the tile attachment method is acceptable.
ethod 3 "Uplift Based Tile Calculations Per RAS 127"
w: m ) — W: z cos 9: = Fn: NOA
= z w: ) —W: cos 0: = F,2: NOAF
(Ps • a = z w• = ) - W: z ea 9: = Fs: NOA F'
Description
Where to Obtain Information
-Symbol
to find
D e s i g n Pressure P1 orP2orP3 RAs 127liable l orbyan ",.: - -. ,,: ,: prepared by PS based onASCE
7
Mean Roof Heigbt
s
Roof
Aerodynamic
Restoring Moment due to Gravity
A Resistance
Required Moment Rye
Minimum Attachment Ibmistance
Re uhed Uplift Iteataamcs
A _,: Tile Weight
9
lob Site
tcb Site
NOA
Ma
NOA
Mt
NOA
Calwlated
I+'
NOA
Fr
Calculated
W
NOA
Dimmed= 1 length NOA
wklib
All calculations nmst be sold to the Btti lding Official attic flueofpemitappl icadoa
. From, 467 -4378 is Murphy Ncorrng
1
MIAMFDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Entcgra Roof Tile, Inc.
1289 NE 9th Ave
Okeechobee, FL. 34972
rage Ern
Lm to t _IO/ 6.0 t y i i ntv,
MIAMI -DADE CO1 iN1 V. FLORIDA
METRO -DADE FLAGLER BUILDING
1.0 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by 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 AHD (in areas other than Miami Dade County) reserve the right to
purposes. If this product or material fails to perform in
have this product or material tested for quality assurance purpo p
the accepted spanner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Plantation Roof Tile
LABELING: Each unit shall bear a permanent label with the in anufacturer'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 applications 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 renews NOA No. 09- 0803.02 and consists of pages 1 through 5
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 10-0804.15
Expiration Date: 12/98/15
Approval Date: 10 /20 /10
Page 1 of 5
Flom: 467,4378 To Murphy /Roofing (MURO11 ) ! -'age s!F Dare ;.uor_u, S 'tf.
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Rooting Tiles
Material: Concrete
1. SCOPE:
This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured
for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of
Acceptance. For the locations where the pressure requirements, as determined by applicable
Building Code, does not exceed 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 w
Applicant Dimensions. Specifications Description
Plantation Tile Length: 161%2" Flat concrete roof tile for direct deck or
Width: 13" TAS 112 batten nail -on.
Trim Pieces
Length: varies
Width: varies
Thickness: varies
TAS 112
Accessory trim, concrete roof pieces for
use at hips, rakes ridges and valley
terminations
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 ColuitykCertified 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 underlaymeut 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 Entegra Roof Tile. Inc.'s Plantation Flat Tile and its components shall be installed in
strict compliance with Roofing Application Standard RAS 113,119, & 120
4.2 Data For Attachment Calculations
NOA No.: 10-0804.15
Expiration Date: 12/08/15
Approval Date: 10/20/10
Page 2 of 5
i'com. 467,4378
TO
,y ML ! 11 Page 416 Date: 11W211 7 :4: c 14 AM
Table 1: Average Weight (W) and Dimensions (1 x w )
Tile Profile
Weight -W (ibf)
Length-1(ft)
Width -w (ft)
Plantation Tile
11.6
1.375
1.08
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Nall -On Systems
Table 2: Aerodynamic Multipliers - X (ft3)
Moments
4": 12"
Tile
- M9 (ft Ibf)
6 ":12"
A. (ft3)
"or
Direct
Deck
a (ft3)
Profile
Direct
Deck
Batten Application
Direct Deck Application
Plantation Tile
Direct
Deck
0.267
0.289
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Nall -On Systems
Table 3: Restoring
3": 12"
Moments
4": 12"
due to Gravity
5": 12"
- M9 (ft Ibf)
6 ":12"
7 ": 12
greater
Battens
"or
Direct
Deck
Tile
Profile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Plantation Tile
6.85
7.79
6.75
7.67 •
6.61
7.52
6.44
7.32
6.26
NIA
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Nall -On Systems
Tile
Profile
Fastener Type
•
Direct Deck
(Min 15132"
plywood)
Direct Deck
(Min. 19132"
plywood)
Battens
Plantation Tile
-
'
•
2 -10d Ring Shank Nails
30.9
38.1
17.2
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
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 -
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw
Shank Nails (Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
32.2
•
2 -10d Ring Shank
Nails'
50.3
65.5
48.3
t installation with a 4" We headlap and fasteners arelocated a minimum of 2A" from the head of tile.
2011-12 -08 7-4378
2011 -12 -08 22:42 467 -4378
2011 -12 -08 22:42 From: 4674474878 To: Murphy Roofing (MUR011)
2011 -12-08 22:42 =:67.4378
NOA No.: 10-0804-15
Expiradon Date:. 2/08/15
A FB'*il trgilf& Moe 4/6
Page: 5/8 Date: 12/8/2011 9:27:1117�iV1 Page 4/6
Page 4/6
From. 467-4378 To. Murphy Roofing (IMURC11) Page. 5,6 Date. 12f8/2011 11:24:49 4M
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
For Two Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Plantation Tile
Adhesive
31.33
2 See manufactures component a oval for installation r uirements.
3 Flexible Products Company TileBond Average weights per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-tbf)
For Simile Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Plantation Tile
PolyProN
118.94
PolyPron'
40.4b
4 Large paddy placement of 45 grams of PotyPr& .
5 Medium paddy_ placement of 24 grams
of PolyPro"'.
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -ibf)
for Mortar Set Systems
Tile Profile
Tile Application
Attachment
Resistance
See specific mortar manufacturer's Notice of Acceptance.
5. LABELING
5.1 All tiles shall bear the imprint of identifiable marking of the manufacturer's name or logo
as seen below or following statement: "Miami Dade Canty Product Control Approved ".
5.2 Entegra Roof Tile, Inc.'s,Plantation Roof Tile bears the following markings: USA "E"
USA, "E", Entegra "E", where the E is a stylized logo.
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable Building
Code in order to properly evaluate the installation of this system.
7. MANUFACTURING LOCATIONS
7.1 Okeechobee. FL
NOA No.: 10-01104.15
Expiration Date: 12/014/15
Approval Date: 10/20/10
Page 4 of 5
From: 467-4:73 Tc. Mqrchy Roofing (MURC11)
Page d/t5 Liate 12ItiTZU11, V 2/1PM
PROFILE DRAWLNG
PLANTATION FLAT CONCRETE TILE
ENDOF THIS ACCEPTANCE
NOA No.: 10-0804.15
Expiration Date: 12/08/15
Approval Date: 10/20/10
Page 5 of 5
BUILDING (.'ODE ('O \IPLIANC•E OFFICE (8('('O)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
\11:1 \II -DARE CO( NII'. 11.(1R11),\
'CIF FRO-UA1)F FLA(il..F:R (11'11 1)IN(i
149 WEST FLAGLER STREET, SITU: 1603
ti1IAMI, 1.11/1111)A 33130-150
11)5) 375 -2901 FAX (305)375-29(18
CertainTeed Corporation
1400 Union Meeting Road
P.O. Box 1100
Blue Bell PA 19422 ,
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 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Underlayment Systems
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 # 10- 0119.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
AO'
NOA No.: 10-0608.01
Expiration Date: 11/24/14
Approval Date: 11/18/10
Page 1 of 7
ROOFING COMPONENT APPROVAL
Category:
Sub - Category:
Material:
Rooting
Underlayment
SBS
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
WinterGuard HT
Manufacturing
Location #1
WinterGuard Granular
Manufacturing
Location 42
WinterGuard Sand
Manufacturing
Location #2
Diamond DeckCm
Manufacturing
Location #3
MetaLaymenttmt
Manufacturing
Location #1
Black Diamond"
Base Sheet
Manufacturing
Location #2
Flintlastic GTA
Manufacturing
Location #1
All Weather /Empire
Base Sheet
Manufacturing
Location #1
Dimensions
Test
Specification,
36" x 65' rolls ASTM D 1970
Roll Weight: 45 lbs •
36" x 65' rolls ASTM D 1970
Roll Weight: 72 lbs
36" x 65' rolls ASTM D 1970
Roll Weight: 72 lbs
48" x 250' ASTM D 226
Roll Weight: 38 lbs.
39 3/8" x 61' ASTM D 1970
Roll Weight: 54 lbs.
39 3 /8" x 68' 7 ";
Roll Weight: 76 lbs.
39 3/8" x 32' 10 ",
Roll Weight: 105
lbs.
39 3 /3" x 65' 10 ",
Weight: 70 lbs.
ASTM D 1970
ASTM D
6222, Grade G,
Type I
ASTM D 4601
Type Ir
Product
Description
Modified fiberglass reinforced, bituminous sheet
material for use as an underlayment in sloped
roof assemblies. Designed as an ice & rain
shield. .
Granular surfaced modified, fiberglass
reinforced, bituminous sheet material for use as
an underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
Embedded sand surfaced modified, fiberglass
reinforced, bituminous sheet material for use as
an underlayment in sloped roof assemblies.
Designed as an ice & rain shield.
Synthetic, scrim reinforced underlayment for use
under shake, shingles, slate or metal roofing.
A film surfaced, self - adhering underlayment for
use under metal roofing.
Granular surfaced modified, fiberglass
reinforced, bituminous sheet material for use as
an underlayment in sloped roof assemblies.
Designed as an ice & rain shield. Not for use as
an Anchor Sheet. Direct adhesion to wood
deck not permitted in the HVHZ.
Granule surfaced APP Modified Bitumen
membrane with non -woven polyester mat
reinforcement for torch application.
Asphalt coated fiberglass reinforced base sheet.
NOA No.: 10- 0608.01
Expiration Date: 11/24/14
Approval Date: 11/18/10
Page 2 of 7
Product
Dimensions
Flintlastic SA Cap FR 33'11" x 39 -3/8"
Manufacturing
Location 111
Flintlastic GMS
Manufacturing
Location #1
Test
Specification
TAS 103
Product
Description
Fiberglass reinforced, fire retardant SBS cap
sheet.
39 -3/8" x 33'11" ASTM D 6164 Granule surfaced SBS Modified Bitumen
Roll Weight: 97 lbs. Grade G, Type membrane with non -woven polyester mat
I reinforcement for mop application.
MANUFACTURING LOCATION:
1. Little Rock, AR.
2. Shakopee, MN
2. Hangzhou, China
EVIDENCE SUBMITTED:
Test AEencv
Momentum Technologies, Inc.
Trinity 1 ERD
Test Identifier
AX31G8D
AX31G8G
RX02J9A
C8440.04.08
C9560.05.08
C 12960.06.09
3530.12.05-1-R1
3523.03.05 -R2
032240.03.10
03500.04.10
030280.12.09 -R2
C30890.03.10 -1
Test Name /Report
ASTM D4601
ASTM D6222
ASTM D6164
ASTM D4798, D 1970
ASTM D1970
TAS 103
AC 152 & ASTM D1623
ASTM D1623
TAS -104 / ASTM D 4977
TAS -103
ASTM D 226
ASTM D1970
Date
09/05/08
06/05/09
12/22/09
04/08/08
05/27/08
06/02/09
10/05/09
01/12/10
03/04/10
04/01/10
12/11/09
03/17/10
NOA No.: 111 - 0608.01
Expiration Date: 11/24/14
Approval Date: 11/18/111
Page 3 of 7
APPROVED ASSEMBLIES:
Deck Type 1:
Deck Description:
System E(1):
Anchor Sheet:
Surfacing:
Deck Type 1:
Deck Description:
System E(2):
Anchor Sheet:
Membrane:
Surfacing:
Wood, Non - insulated
'''r;," or greater plywood or wood plank
Anchor sheet mechanically fastened to deck.
(4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap
and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6"
o.c. at the laps and two staggered rows 12" o.c. the field of the roll.
(2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 20" headlap
and a 12" end lap mechanically fastened to deck with approved nails and tin caps
6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Vertical
joints should be offset 36" minimum.
Shall be acceptable for use in approved asphaltic shingles, wood shakes, &
shingles, quarry slate, and metal roof applications: Must Comply with applicable
Roofing Application Standards and Building Codes
Wood, Non - insulated
"/,," or greater plywood or wood plank
Anchor sheet mechanically fastened to deck, membrane adhered.
One or more plies of ASTM D 226 Type I1 or ASTM D 2626 with a minimum 4"
headlap and a 6" end lap mechanically fastened to deck with approved nails and tin
caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll.
One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard
HT, WinterGuard Granular, WinterGuard Sand, MetaLayment or Black Diamond
Base Sheet self - adhering membrane adhered to the anchor sheet with a minimum
3" headlap and 6" end lap. Place the first course of membrane parallel to the eave,
rolling the membrane to obtain maximum contact. Remove the release membrane
as the membrane is applied. Vertical strapping of the membrane is acceptable. If
membrane is strapped, then anchor sheet must also be strapped.
Shall be acceptable for use in approved asphaltic shingles, wood shakes, &
shingles, quarry slate, and metal roof applications. Must Comply with applicable
Roofing Application Standards and Building Codes
NOA No.: 10- 0608.01
Expiration Date: 11/24/14
Approval Date: 11/18/10
Page 4 of 7
Deck Type 1:
Deck Description:
System E(3):
Anchor sheet:
Ply Sheet:
Membrane:
Surfacing:
Wood, Non-insulated
1962" or greater plywood or wood plank
Anchor sheet mechanically fastened to deck, membrane adhered.
One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base
mechanically attached with a minimum 4" side lap and a minimum 6 "end lap.
Anchor sheet shall 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
side lap, and two 12" o.c. staggered rows along the center of the base sheet.
(Optional) One or more plies of an ASTM D226 ply 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 of Flintlastic GMS adhered in a full mopping of Type W asphalt applied
within the EVT range and at a rate of 20-40 lbs. /sq. or Flintlastic GTA torch
applied to the preceding sheet or Flintlastic SA Cap FR self - adhering membranes
adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place
the first course of membrane parallel to the eave, rolling the membrane to obtain
maximum contact. Remove the release membrane as the membrane is applied.
Vertical strapping of the membrane is acceptable. If membrane is strapped, then
anchor sheet and ply sheet must also be strapped.
When used in Tile roof systems the 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.
Flintlastic SA Cap FR, Flintlastic GTA and Flintlastic GMS may be used with any
approved roof tile system mechanically fastened or foam adhered.
Must comply with appropriate Roofing Application Standard RAS 118, RAS 119,
RAS 120 and applicable Building Codes.
NOA No.: 10- 0608.01
Expiration Date: 11/24/14
Approval Date: 11118/10
Page 5 of 7
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or
logo and the following statement "Miami -Dade County Product Control Approved" or the Miami -Dade
County Product Control Seal as shown below.
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 Official or applicable building code in order to
properly evaluate the installation of this material.
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard
Granular, WinterGuard Sand, Diamond Deck, MetaLayment or Black Diamond Base Sheet as a cap
membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate,
and metal roof applications.
3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap FR, Flintlastic GTA or
Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and
mechanically fastened roof tile systems.
4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in
compliance with applicable building code. CertainTeed underlayment roofing systems shall be
installed in strict compliance with applicable Building Code.
5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry
surface with deck free of irregularities.
6. CertainTeed underlayment roofmg systems •membranes shall not be applied over an existing roof
membrane as a recover system but may be applied over an approved roofing Base /Anchor sheet
underlayment.
7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic
SA Cap FR, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left
exposed as a temporary roof for longer than 180 days of application.
8. CertainTeed underlayment products may be used with any approved roof covering Notice of
Acceptance listing CertainTeed underlayment products as a component part of an assembly in the
Notice of Acceptance. If CertainTeed underlayment products are 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.
9. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application.
10. 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.
11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving
special attention to overlap areas.
NOA No.: 10- 0608.01
Expiration Date: 11/24/14
Approval Date: 11 /18/10
Page 6 of 7
LIMITATIONS:
12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current
Product Control Notice of Acceptance and applicable Building Code.
13. All systems using Flintlastic SA Cap FR, and Flintlastic GMS shall be limited to the maximum roof
slopes outlined in the table below:
•Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum
four tiles on top parallel to the slope (Illustrated in Figure 1 below).
'Slopes of 4 :12 up to and including 7:12 — Horizontal batten strips are required. Stage tiles
upslope and touching horizontal battens; tiles (maximum 10) must be stacked parallel to the
slope (See Figure 2 below).
•Slopes greater than 7:12 — Horizontal batten strips are required as described in the tile
manufacturer's NOA per RAS 118 and RAS 119.
Front View
Figure 1: Staged Method,
Front View
Figure 2: Batten Method
END OF THIS ACCEPTANCE
Side View
Figure 2: Batten Method
NOA No.: 10- 0608.01
Expiration Date: 11/24/14
Approval Date: 11 /18/10
Page 7 of 7
NAM
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
3M Company
3M Center Building 0220- 05 -E -06
St. Paul, MN. 55144 -1000
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.sov /Hera
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: 3MTM 2- Component Foam Roof Tile Adhesive AH -160
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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofmg
Roof tile adhesive
Polyurethane
SCOPE:
This approves 3MTM 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 Roofmg 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
3MTM 2- Component Foam
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000
ProPack'1 30 & 100
Dimensions,
Test Product Description
Specifications
N/A TAS 101 Two component polyurethane foam adhesive
N/A
N/A
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /ft 3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94 -060
257818 -1 PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB -589 -631
9637 -92
01- 6743 -011
01- 6739- 062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1'
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
Test Name/Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
10/23/98
12/28/98
TAS 101 03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive 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.
F
F' -12
MS
—W
NOA No.: 12 -0228.18
Expiration Date: 05/10/17
Approval Date: 05 /10/12
Page 3 of 7
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 Roofmg 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). 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser WIT 1000 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 2 to 3 minutes after 3MT11 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.
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
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 4 of 7
LABELING:
All 3MTM 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 Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1) Place enough adhesive to achieve 1Tto 23 steep pitch apPtihato s
equate etches In contact with the pan the
2) Tom covers upside down. Pine adhesive 1f2 tn.
To 1 hn. From outside edge of cover the.
Then Install the We.
Optional2x4s for
Underlayment
1
Re
top portion
of the eave
MUM Wank
Abutte second course of
pan Wee. pan and cover tiles Ensure save ve
flush ateave tine.
Eave closure
(mortar shown)
Weephole Fascia
Wan through plastic cement
Sheathing
Optional
PohdihpMortar
edges omWm ml
e
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement
Paddy
(between tile)
Paddy
(under tile)
r xSingle paddy
3 In. under Ile
3 in.
Single paddy on
under-
iayment
Single paddy
on top of tile
gave CMRSO
In. X7 in. medium
size paddy eave
Fascia course only
Nall through plastic cement
Underpayment
Single paddy under tile
Single paddy between tile
2 in. x7 Inanedium
size paddy eave
course only
in.
41n. ■
Single
paddy on
under-
layment
Single paddy
on top of tile
terse
Fascia
Weephole
gave closure
Drip edge
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7