RF-11-1156ip
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 161364 Permit Number: RF -6 -11 -1156
Scheduled Inspection Date: August 03, 2011
Inspector: Bruhn, Norman
Owner: STRONG, MICHAEL
Job Address: 229 NE 101 Street
Miami Shores, FL 33138 -2422
Project: <NONE>
Contractor: EARL W JOHNSTON ROOFING, INC.
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number
Parcel Number 1132060134790
Phone: 954- 989 -7794
Building Department Comments
RESIDENTIAL TILE AND FLAT RE ROOF
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
c -
August 02, 2011
For Inspections please call: (305)762 -4949
Page 27 of 47
ACB2 Engineering Inc.
Testing & Engineering Services
Certificate of Authorization# 8131
'el: 954 - 245.8976; Fax: 954.301.7776
P.O. Box 823612
Pembroke Pines, FL 33082
07/29/2011
Roof Tile Uplift Test Report
Attention:
Miami Shores Village, Building Division,
10050 NE 2 Avenue, Miami Shores FI 33138
Client: Earl W Johnston
Test Date: 07/29/2011
Permit # RF -6-11 -1156
Property Address:
Strong Residence
229 NE 101 Street, Miami Shores, FI
Roof Pitch:
Type of Tile:
Roof Area:
3 1n 12
Entegra Roof Tile
23.00 squares
Tile Attachment Method:
Two Component Polyurethane Foam Adhesive -Poly Pro H 160
Field Instrument :
IMADA Force Gauge 0 -10 Serial number: 243454
Test Location
Perimeter Area: 10.00 sq
Field Area: 13.00 sq
No. of Corner. 10
Ridge Areas: 148 pcs
Total Number of Tests
Field Uplift Pull Test Test results
10 As per FBC 2007
13 As per FBC 2007
10 As per FBC 2007
13 As per FBC 2007
Important:
Passed
Passed
Passed
Passed
These laboratory results can change due to future weather impacts and /or unavoidable roof
traffic. Therefore, this report represents the TAS 106 results at the time of the test.
Please see attached a Roof Sketch for this project.
Cordially,
ACB2 En
'g Inc. (NOA 09- 1005.01)
Antonia ,�c. redo, PE
Fla. R, g. No: 36466
!z12ttt
ACB2 Engineering Inc.
Engineering and Laboratory Services
P.O. Box 823612
Pembroke Pines, Florida 33082
Phone: (954) 245 -8976 Fax: (954) 301 -7776
RE: Permit# R1:7-7) —I I —II51
Mami VoledfillAve
aef2,0frategott
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305 -756 -8972
www.miamishoresvillage.com
DATE: 146- ( 0
INSPECTION AFFIDAVIT
I EARL a), 7 01v , 0 & I D A ) ROOi ht)G ctuRz4 licensed as a (n
(Print name and circle License Type) FS 468 Building Inspe or
License #: (C6067073
On or about
/ Engineer / Architect,
/ /2- Prr I did personally inspect the roof deck nailing and /or
(Date & time)
secondary water barrier work at 0,99 NE /0/ ,a7T 6 - l
(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)
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this day of"
Notary Public, Sate of Florida at Large
J J ✓
ME3 A. ROMEO
MY COMMISSION 6 DD 788767
EXPIRES'. June 22, 2012
'rE6. nc a Bondedlluu Budge', Notary Services
*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
Permit No. °)---I
Master Permit No.
BUILDING
PERMIT APPLICATION
FOC 2004
JUN 242011 J
:......................o
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) HictiVia, N (-
Owner's Address '2:2-q NE. 101
cty M i s
Tenant/Lessee Name
State
Phone # 305-- /410 Del e�
Zip333
Phone #
Job Address (where the work is being done)
City
FOLIO / PARCEL #
2:2-41 i 101 6 ` c i"
Miami Shores Village County Miami -Dade
Is'
dad 3- iip m i`3— 710
Building Historically Designated YES NO )4
Zip 3,'i 3'3
Contractor's Company Name. 1j %,,-r -e,1 3 i &I i f l Jc Phone # C ..-.cwc '7771 ll
Contractor's Address 5111 revvV1 s i
City liL irMil State V`t, Zip 330'2-3
Qpalifier Name 1 aint g d. art tri r Phone # ci m Li1C ._11 ti
State Certificate or Registration No. CC-6-7 0 "b Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Vdlue of Work For this Permit $
/ Linear Footage & Work: -3"O
Type of Work: ['Addition 1A1teration ['New ❑ Repair/Replace ❑ Demolition
Describe Work: 1 cyehin A L P 4° ' P ow L,
********* ' * * * * * * * * * *** * * * * * * * * * * * * * * * * ** Fees************* * * * * * * *** * * * * * * *** * * * * * * * * * * * **
Submittal Fee $ Permit Fee $
CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
S4anning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
See Reverse side --->
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that_no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent / Contractor
The foregoing instrument was acknowledged before me this -) The foregoing instrument was acknowledged before me this
day of j 0, , 20 I( , by Ml ckfAvi , day of (J u , 20 1 r , by Vel;
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath.
s 0".P;'B <<, MEG A. ROMEO
MY COMMISSION # DD 788767
EXPIRES:. June 22, 2012
cried Thri Sud ei Notary Services
Sign: Sign:
Print: Print:
My Commission . ).fires: 221 rt My Commission
* * * * * * * * * * * * * * * * * * * * ***
NOTARY PUBLIC:
as identification and who did take an oath.
NOTARY PUBLIC• ` ' (V ON # DD 788767i
°'"
APPLICATION APPROVED BY:
(Revised 02/08/06)
"I‘;.e-//
ROMEO MY
ESP: i. 3 22; 2012
es' Bonded T' •..c.ar/Services
es: td nit I
Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. ff.-le-11-119U TAX FOLIO NO. 1 1- 32010 -O 3 -9190
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1► 11111111111IIIIIIIIlIIIIIIIIIIIl111II1II III
C F iN 2011R0413330
OR Bk 27734 Ps 3923; (fps)
RECORDED 06/27/2011 12:05 :1
HARVEY RJYIN, CLERK OF COURT
MIAMI-DADE COUNTY: FLORIDA
LAST PAGE
n� °� n �1 Space above reserved for use of recording office
1. Legal description of property and treet/address: m) Amt Sr ivy"- €S SE C.. 1— j� �Y\ 0 No (®- 70
LOT 15 4- ra h(AL S_
2. Description of improvement: J .00F I' 1 LC
3.Owner(s) name and address: m K H PE L_ rs r 9 i ES
Interest in property: FEE SIMPLE
Name and address of fee simple titleholder
4. Contractor's name address and phone number. EARL W. JOHNSTON ROOFING, INC.
W
5721 DEEY STREET, HOLLYWOOD, FLORIDA 33023 954 -989 -7794
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number.
Amount of bond $ STATE OP
6. Lender's name and address: /HENRY
7. Persons within the State of Florida designated by Owner upon whcfekiNfilkiig
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number.
8. In addition to himself, Owners designates the following person(s) t
713.13(1)(b), Florida Statutes.
Name, address and phone number
9. Expiration date of this Notice of Commencement
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of Owners or Owners ' Authorized Officer /Director /Partner /Manager
By i By
Print Name JDI,► cJ&&, A S+r-ev1,C/ Print Name
Title /Office 0 c.) K'e r- tj Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE — ``vt � t
The foregoin instru nt was acknowled ed before me this 1 -.5 day of 3 NE
R.W ndividually, or ❑ as for
❑ Personally known, or ❑ produced the following type of identificatio
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
201 /
MEG A. ROMEO
MY COMMISSION # DD 788767
EXPIRES: June 22, 2012
F�• oce. Bonded Tin Budget Notary Services
FOF
Signature(s) of Owne ) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above:
By
By
CERTIFICATE OF LIABILITY INSURANCE
OP ID: TO
DATE (MMIDD/YYYY)
05/27/11
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
J.W. Edens & Company
Commercial Ins of Brevard, Inc
325 Fifth Avenue, Suite 108
Indialantic, FL 32903
Theresa C. O'Brien
321 -725 -7000
321- 725 -7856
CONTACT
NAME:
PHONE
(A/C. No. Ext):
E -MAIL
ADDRESS:
FAX
(A/C, No):
PRODUCER EARJ001
CUSTOMER ID #:
INSURER(S) AFFORDING COVERAGE
NAIC #
INSURED
Earl W. Johnston Roofing Inc.
5721 Dewey Street
Hollywood, FL 33023 -1917
INSURERA : Canal Indemnity Company
INSURER B : Southern Eagle Ins. Co.
10151
INSURER C :
INSURER D :
INSURER E :
INSURER F :
•
R:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED .0 INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRA, JR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
ADDL
MSR
SUER
WVD
POLICY NUMBER
(MMIDD/YYYY)
07/01/10
(MMIDD/YYYY)
07/01/11
LIMITS
EACH OCCURRENCE
$ 1,000,000
A
GENERAL
LIABILITY
COMMERCIAL GENERAL LIABILITY
OCCUR
GL100120
X
pREMISES Ea ocaurence)
$ 50,000
CLAIMS -MADE
X
MED EXP (Any one person)
$ 5,000
PERSONAL & ADV INJURY
$ 1,000,000
GENERAL AGGREGATE
$ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP /OP AGG
$ 1,000,000
X POLICY .IF O- LOC
$
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
COMBINED SINGLE LIMIT
(Ea accident)
$
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$
PROPERTY DAMAGE
(Per accident)
$
_
$
$
UMBRELLA LIAB
EXCESS LIAB
OCCUR
CLAIMS -MADE
EACH OCCURRENCE
$
AGGREGATE
$
DEDUCTIBLE
RETENTION $
$
_
$
B
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER /EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory In NH)
If yes, describe under
DESCRIPTION OF OPERATIONS
Y / N
N / A
2011- 09117 -000
06/01/11
06/01/12
X WC STATU- OTH-
TORY LIMA fS ER
E.L. EACH ACCIDENT
$ 1,000,000
E.L. DISEASE - EA EMPLOYEE
$ 1,000,000
below
E.L. DISEASE - POLICY LIMIT
$ 1,000,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule U more space is required)
VLI\ 11I IVfi 11. 1 I VL.LILI\
MIAMISH
Miami Shores
Building & Zoning Department
Margarita
10050 N.E. 2nd Avenue
Miami Shores, FL 33138
I
• ••----- "-• ---
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
Theresa C. O'Brien "' ell f
ACORD 25 (2009/09)
CC)'1 lf88- Llllll9 A1. [!RU NIJRrIJ RfiI IVIY. fill Ilan IL3 Icicl vc ..
The ACORD name and logo are registered marks of ACORD
d4, ui; ?s4Pertte.t"<G..i9Irn,":0,,, U:.N IT1,1.17
= = IL-.6 �'e�__11 Y—I
r
115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000
VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011
DBA:
Business Name: EARL W
JOHNSTON ROOFING INC
Owner Name: E W JOHNSTON
Business Location: 5721 DEWEY ST
HOLLYWOOD
Business Phone: 989 -7794
Rooms
Seats
Number of Machines•
Employees
10
Receipt #:185 -313
Business Type :ROOFING /SHEET METAL CONT CTO:
(ROOFING CONTR)
Business Opened:12 /31/1986
State /County /Cert/Reg:86448 3RX
Exemption Code :NONEXEMPT
For Vending Business Only
Machines
Professionals
I 27 nnl
CITY OF HOLLYWOOD LOCAL BUSINESS TAX RECEIPT
Collection Cost
0.00
PRINT DATE: 9/20/10
THIS IS YOUR LOCAL BUSINESS TAX RECEIPT. PLEASE DETACH AND POST IN A CONSPICUOUS
PLACE AT THE BUSINESS LOCATION. PLEASE DO NOT REMIT ANY PAYMENT THIS IS NOT A BILL.
Business Name:
Business Location:
Business Class:
Tax Basis:
Receipt Number:
Receipt Year:
Expiration Date:
JOHNSTON EARL W ROOFING INC
5719 DEWEY ST
CONTRACTOR /ROOFING
5 - 25 WORKERS
11 00021533
10/01/10
09/30/11
NEW CHARGES: (Itemized Below)
Base Fee
Additional Charges:
316.00
316.00
TOTAL NEW CHARGES:
Penalty Amount:
Previous Balance Due:
TOTAL AMOUNT PAID:
316.00
.00
.00
316.00
Comments:
PURSUANT TO STATE LAW, THE LOCAL BUSINESS TAX IS LEVIED ON THE PRIVILEGE OF
DOING BUSINESS WITHIN A CITY'S LIMITS, AND IS NON- REGULATORY IN NATURE.
ISSUANCE OF A 'LOCAL BUSINESS TAX RECEIPT BY THE CITY OF HOLLYWOOD DOES NOT
vending Type
Tax Amount
Transfer Fee
NSF Fee
Penalty
Prior Years
27.00
0.00'
0.00
0.00
0.00'.
I 27 nnl
CITY OF HOLLYWOOD LOCAL BUSINESS TAX RECEIPT
Collection Cost
0.00
PRINT DATE: 9/20/10
THIS IS YOUR LOCAL BUSINESS TAX RECEIPT. PLEASE DETACH AND POST IN A CONSPICUOUS
PLACE AT THE BUSINESS LOCATION. PLEASE DO NOT REMIT ANY PAYMENT THIS IS NOT A BILL.
Business Name:
Business Location:
Business Class:
Tax Basis:
Receipt Number:
Receipt Year:
Expiration Date:
JOHNSTON EARL W ROOFING INC
5719 DEWEY ST
CONTRACTOR /ROOFING
5 - 25 WORKERS
11 00021533
10/01/10
09/30/11
NEW CHARGES: (Itemized Below)
Base Fee
Additional Charges:
316.00
316.00
TOTAL NEW CHARGES:
Penalty Amount:
Previous Balance Due:
TOTAL AMOUNT PAID:
316.00
.00
.00
316.00
Comments:
PURSUANT TO STATE LAW, THE LOCAL BUSINESS TAX IS LEVIED ON THE PRIVILEGE OF
DOING BUSINESS WITHIN A CITY'S LIMITS, AND IS NON- REGULATORY IN NATURE.
ISSUANCE OF A 'LOCAL BUSINESS TAX RECEIPT BY THE CITY OF HOLLYWOOD DOES NOT
SECTION 1524 ®11
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOF#10
CONSIDERATIONS ' Lam►'""'
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section... The provisions of
Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the
industry for roofing system installations. Additionally, the following items should be addressed as part of the
agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the
item has been explained.
otit. S 1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with respect to
workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a
zoning code, should be addressed as part of the agreement between the owner and the contractor.
0" l, jj.S 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).
S 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.
MS 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing
nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code
prAov11idcces the option of maintaining this appearance.
445 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the
original roofing system is removed. Ponding conditions should be corrected.
6.Ov
overloaded
if overflow
accordance
S 7. V
interior of the
reduced. It m
the roof.
(wall outlets): It is required that rainwater flows off so that the roof is not
ater. Perimeter /edge walls or other roof extensions may block this discharge
ts) are not provided. It may be necessary to install overflow scuppers in
Code, Plumbing.
ctures should have some ability to vent natural airflow through the
e building itself). The existing amount of attic ventilation shall not be
to consider additional venting which can result in extending the service life of
Owner's/Agenrs Signature
�c_ A me 101 11,■tk
Property Address
Date
Mia r ores Village
BY
DATE
®
ZONING DEPT
_
BLDG DEPT
` z
` ?
SUBJECT TO COMPUANCE WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
�� t
Sri S * a9e i'€dy Dejwitateat
10050 NE 2nd Ave * Miami Shores, FI 33138
Phone 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, FI 33138
Re: Owner's Name: Fyn
Property Address: 22 N E
Roofing Permit Number:
MtC->i'1I`h1ku ork2
Date: (R (I (,
Dear Building Official:
1 M I C4 ( 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 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
A' bN G-
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
day of JLi4'ie,iOi(
MEG A. ROMEO
* MY COMMISSION # DD 788767
EXPIRES: June 22, 2012
cr9 %Fnc v, O� Bonded Tim Budget Notary Services
* When the just valuation of the structure for purpose of ad valorem taxation is • 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 G �- • I Contractor for the Roof to Wall connection Hurricane Mitigation.
My Home
n am;c % tie qov.,.
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House 229
Number. '
Direction: NE
Street Name: 101
Street Type: ST
Unit (opt):
Zip Code
(opt):
6/24/2011
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Summary Details:
Print friendly version
Folio No.:
11- 3206-013 -4790
Property:
229 NE 101 ST
Mailing Address:
MICHAEL D STRONG
229 NE 101 ST MIAMI SHORES FL
33138 -2422
Proeerty Information:
Primary Zone:
1000 SINGLE FAMILY RESIDENCE
CLUC:
0001 RESIDENTIAL - SINGLE FAMILY
BedsBaths:
2/2
Floors:
1
Living Units:
1
AdJ Sq Footage:
2,019
Lot Size:
11,500 SQ FT
Year Built
1938
Legal Description:
MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 15 816 BLK 35 LOT
SIZE 100.000 X 115 OR 20644 -0768 08 2002 4 COC 25648 -4131
05 2007 5 OR 25648 -4131 0507 01
Assessment Information:
Year:
2010
2009
Land Value:
$1797.0
$198,144
Building Value:
159,092
$170,209
Market Value:
$62
$366,353
Assessed Value:
$293,167
$285,460
Exemctlan Information:
Year:
2010
2009
Homestead:
$25,000
$25,000
2nd Homestead:
YES
YES
Taxable Value Information:
Year:
2010
2009
Taxing Authority:
Applied Exemption/
Taxable Value:
Applied Exemption/
Taxable Value:
Regional:
$50,000 /$243,167
$50,000/$235,460
County:
$50,000/$243,167
$50,000/$235,460
City:
$ 50,000/$243,167
$50,000 /$235,460
School Board:
$25,000/$268,167
$25,0004260,460
Sale Information:
Sale Date:
5/2007
Sale Amount
$0
Sale 0/R:
25648 -4131
Sales Qualification
Description:
Sales which are disqualified as a result of examination of the deed
View Additional Sales
Additional Information:
lick here to see more information for his orooertv
Community Development District
Community Redevelopment Area
Empowerment Zone
Enterprise Zone
Zoning Land Use
Urban Development Boundary
Zoning
Non -Ad Valorem Assessments
Environmental Considerations.
Questions
and
Comments
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Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
' INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS
OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE RE-
QUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope ApplitIon
A,B,C
1,2,3,4,5,6,7
A,B,C
4,5,6,7
Prescriptive BUR -RAS 150
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
CConcre> or CI 'T'.
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:
1. Fire Directory Listing Page
2. From Notice of Acceptance:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Chapt4r 16, or If Applicable, RAS 127 or RAS 128
4. Other Component Notice of Acgeptances
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations (Re- Roofing Only)
7. Any Required Roof TestinglCalculation Documentation
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Fomi
Master Permit No.
Contractor's Name
Job Address
Section A (General Information)
Process No.
Vf . a114i ii)n tw®ci n.
221 NE IO 1 WO-
X. Low Slope
❑ Asphaltic Shingles
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR -RAS 150
Mortar/ dhe a Set Tile
❑ Wood Shingles/Shakes
ROOF TYPE
❑ New Roof Re- Roofing O Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
' oo
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.
■■••■■ ■■ ■ ■ ■■ ■■■ ■■ ■ ■••■■■■•F-= :::•;<i ■i
Florida Building Code Edition 2007
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.: p°i 2-.( . ° og
Design Wind Pressures, From RAS 128 or
Calculations: , t
Pmax1:4t'2- Pmax2: 9 Z Pmax3: I2`t
Max. Design Pre ure, rom the Specific NOA
System:
Type: WO OlO
\
Gauge/Thickness:
ci
Slope: Fr /at
o. o ' ly(s):
nchor/Base Sheet Fastener/Bonding Material:
I I'sulation Base Layer:
{ase Insulation Siz
ease Insulation
r
11
op Insulation Size and Thickness:
,op Insulation Fastener /Bonding Material:
Base Sheet(s) & No. of 4;71-0-0 5.1(1
Base Sheet ` �Fastener /Bon Ina pteria� �r ,�q
4 �‘ tivs moti s r Xi N cli
and Thickness:
Bonding Material:
p Insulation Layer:
Ply Sheet(s) & No. of Ply s): pi/ (7--)
Ply Sheet Fastener /Bonding Material,:
M a t e rial:
alt - 14-t, t- ON n 1
i l-
C Jts
,+y To Ply: ic / r t
Top Ply Fastener /Bonding Material:
f-1\.)
Surfacing: f �d
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: 9 .0c @ Lap, # Rows /� @ " oc
Perimeter: to " oc @ Lap, # Rows�l �� @ oc
Corner: ( " oc @ Lap, # Rows{ @Co " oc
Number of Faste ers Per Insulation Board
Field
14,4 Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
Parapet
Height
Mean
Roof
Height
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: ei'r°
Notice of Acceptance Number: ®(Q '° 0 %I i) a tJ
Minimum Design Wind Pressures, If A plicable (From RAS 127 or Calculations):
Pmax1: 45 Pmax2:" Pmax3: j, t (0 ;
Maximum Design Pressure
(From the NOA Specific System): IOU' .(i' 1
Method of Tile Attachment: P01,1 ADAM 0171.,--q JO WV Pa+ UN
Roof Slope:
12
eck Type:
Sloped System Description
WD
Type Underlayment:
Insulation:
Fire Barrier:
30 4Un/vi
Ridge
� Vn
Ventilation?
Kit
Mean Roof Height:
M
Fastener Type & Spacing:
dhesive Type: ( rt i p; I 1'J f-bbT %3 jpif1 ri'
ype Cap Sheet:
1 Ql0 'l -1'°12-AYVl
oofing Covering:
Type & Size Drip
dge: I &A U u
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with
the values from M. If the M1 values are greater than or equal to the Mr values for each area of
the roof, then the tile attachment method is acceptable.
�����.-- Method 1 "Moment -Based Tile Calculations Per R AS 127"
(P1:_1J x A • 22.9 = t3nn 5 ) - Mg = Mr1 aIhe NOA Mr P.10 1
L
(P2:1,__8_ x % .189 = 1I )-Mg =M2 } _.,:' 1 NOA Mr >tot k
d ', D C9
(p3:111_, x .14361 =3'I ) -Mg: 1 ; = Mr3 :� .utmo NOA Mr 81p. 01
_
O
Method 2 "Simplified Tile Calculations Per Table
Required Moment of Resistance (Mr) From Table Below 30 aN NOA Mr Tte. to 1
Mr Required Moment Resistance*
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
312
32.2
34.4
36.0
37.4
39.8
4:12
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward
County Board of Rules and Appeals.
For Uplift-based tile systems use Method 3. Compared the values for P with the values for Fr.
If the P values are greater than or equal to the Fr values for each area of the roof, then the tile
attachment method is acceptable.
Method 3 "Uplift-Based Tile Calculations Per RAS 127"
(P1:_ xl:_= _xw:= _)- W:_xcos 6: =Fr1: NOAF1
(P2:_ xl: ___xw:_ W:_xcos 0: =F2: NOAF1
_)-
(P3:_ xI: _xw:_ _)- W:_xcos 6: =F2: NOAF1
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
d
NOA
Restoring Moment due to Gravity
Ma
NOA
Attachment Resistance
M,
NOA
Required Moment Resistance
M
Calculated
Minimum Attachment Resistance
F1
NOA -
Required Uplift Resistance
F,
Calculated �-
Average Tile Weight
W
NOA
Tile Dimensions
I= length
w = width
NOA
All calculations must be submitted to the Building Official at the time of permit application. •
iV► I oAar;.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation.
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -290I FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The 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: GAF Conventional Built-Up Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI DADE COUNTY
APPROVED
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Pagel of 19,
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Tyne:
Maximum Design Pressure
Roofing
BUR
Wood
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED"OR LABELED BY APPLICANT:
TABLE 1
Product
Dimensions
Leak BusterTM MatrixTM 3, 5, 55 gallons
307 Premium Asphalt
Primer
GAF Mineral ShieldTM 60 & 100 lb. bags
Granules
Leak BusterTM MatrixTM 5 gallons
305 Fibered Asphalt
Emulsion
Leak BusterTM MatrixTM
303 Premium Fibered
Aluminum Roof Coating
LeakBusterTM MatrixTM
• 322 Elastomeric Roof
Coating
LeakBusterTM MatrixTM
Select Asphalt Emulsion
Fibered 306
Leak BusterTM MatrixTM
204 Wet/Dry Roof
Cement
RUBEROID® Modified
Bitumen Flashing
Cement
LeakBusterTM MatrixTM
201 Premium SBS
Flashing Cement
GAFGLAS® 1175
Test
Specification
ASTM D41
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
ASTM D 1863 Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral ShieldTM Granules shall be used for
flashing applications only.
ASTM 1227 Surface coating for smooth surfaced roofs.
1, 5 gallons ASTM D 2824 Fibered aluminum coating.
55 gallons
55 gallons
1, 5 gallons
5 gallons
5 gallons
Elastomeric roof coating.
Asphalt emulsion fibered.
ASTM D-4586 Refined asphalt blended with a mineral
ASTM D -3409 stabilizer and fibers. Permits adhesion to
wet and dry surfaces.
ASTM D 4586 Fiber reinforced, polymer modified Flashing
cement
ASTM D 4586 Asphalt flashing Cement
39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat
wide base sheet.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 2 of 19
Product
GAFGLAS® #80
ULTIMATM Base Sheet
GAFGLAS®
Flex PIyTM 6
GAFGLAS® illy 4
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS®
EnergyCapTM Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
EliminatorTM Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT®
EliminatorTM Nailable
.RUBEROID® SBS
Heat We1dTM Smooth
RUBEROID® SBS
Heat- WeIdTM Granule
RUBEROID SBS
Heat We1dTM 170 FR
RUBEROID® SBS
Heat We1dTM PLUS
RUBEROID® SBS
Heat- We1dTM PLUS FR.
RUBEROID® SBS
Heat- WeIdTM 25
RUBEROID® Modified
Base Sheet
MANMADE COUNTY
APPROVED
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
wide
39.37" (1 meter)
wide
39:37" (1 meter)
wide
39.37" (1 meter)
wide
Various
39.37" (1 meter)
wide
1 meter (39.37 ")
wide
1 meter (39.37")
• wide
1 meter (39.37")
wide
1 meter (3937")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
wide
Test
Specification
ASTM D4601
ASTM D 2178
ASTM D2178
ASTM D 3909
ASTM D 3909
ASTM D 4897
D 3672
ASTM D 4897
D 3672
•
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D -6164
ASTM D4601,
Type II, UL
Type G2 BUR
Product •
Description
Asphalt impregnated and coated, fiberglass
base sheet
Type VI asphalt impregnated glass felt with
asphalt coating.
Type IV asphalt impregnated glass felt with
asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules with factory
applied layer of TOPCOAT®EnergyCoteTM.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating.
Non -Woven Polyester mat coated with
polymer - modified asphalt and smooth
surfaced.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with .
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Premium glass fiber reinforced SBS
modified base sheet
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 3 of 19
Product
RUBEROID® 20
RUBEROIDa) Mop
Granule
RUBEROID® Mop Plus
(Granule)
RUBEROID® MOP
Smooth
RUBEROID® MOP
170FR
RUBEROID® MOP FR
RUBEROID ® TORCH
Smooth
RUBEROID® TORCH
Granule
RUBEROID® TORCH
PLUS (Granule)
RUBEROID TORCH
FR
RUBEROID® 170FR
TORCH
RUBEROID® 30
RUBEROID® 30 FR
RUBEROID®
ULTRACLAD®
RUBEROID® Dual FR
Vent Stacks (metal and
plastic)
MIAMFOAD_ COUNTY
APPROVED
Dimensions
3937" (l meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (l meter)
wide
3937" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (l meter)
wide
3937" (l meter)
Wide
39.37" (1 meter)
wide
39.37" (l meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
Wide
Test
Specification
ASTM D 6163
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 5147
ASTM D 5147
.ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM.D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6298
ASTM D 5147
ASTM D 6164
ASTM D 5147
TAS 100(A)
ASTM D 1929
ASTM D 635
Product
Description
SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granule's.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Asphalt impregnated, coated felt, surfaced
with mineral granule.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, granule
surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Non -woven fiberglass mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven fiberglass mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Woven fiberglass mat coated with Polymer
modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer modified
asphalt and surfaced with mineral granules.
One way valve vent used to relieve bulup
pressure within the roof system. GAF Vent
Stacks are available in metal or plastic.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 4 of 19
Product
Leak BusterTM MatrixTM
302 Non Fibered
Aluminum Roof Coating
GAF Built -Up Roofing
Asphalt -
RUBEROID® MOD
Asphalt, Asphalt L &
Asphalt P
Leak BusterTM MatrixTM
602
Leak BusterTM MatrixTM
715
LeakBusterTM MatrixTM
531 WeatherCoteTM
SeamCoteTM
FireOutTM
VersaShield®
VersaShield® FB-1S
VersaShield® FB -2S
TOPCOAT® FireShield®
MB
Leak BusterTM MatrixTM
201 SBS Flashing
Cement
Leak BusterTM MatrixTM
102 SBS Adhesive
Leak BusterTM MatrixTM
202 SBS Flashing
Cement
Leak BusterTM MatrixTM
203 Plastic Roof Cement
Leak BusterTM MatrixTM
103 Cold Process
Adhesive
M I•DADE • UN71r
APPROVED
Dimensions
5 gallons
1001b. cartons,
bulk
60 Ib. kegs
5 gallons
5 gallons
2 gallons
2, 5 gallons
5, 55 gallons
350 sq ft. roll
350 sq ft. roll
350sg ft. roll
5, 55 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
Test
Specification
Product
Description
ASTM D2824, Non- fibered aluminum pigmented, asphalt
Type 1 roof coating.
ASTM D312,
- TypesI,II,III
and IV
proprietary
ASTM D -412
ASTM D -21 -96
ASTM D1475
ASTM E -1644
ASTM D3019
ASTM D3019
ASTM D4586
ASTM D4586
ASTM D3019
Interply mopping and surfacing asphalt.
SEBS modified asphalt.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Elastomeric roofing membrane.
Low VOC, fire barrier coating.
Non - Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass -Based
Underlayment.
Non - Asphaltic Fiberglass -Based
Underlayment.
Elastomeric roofing membrane
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
Cold Applied Asphalt Adhesive.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 5 of 19
Product
Dimensions
Leak BusterTM MatrixTM 5 gallons
303 Fibered Aluminum
Roof Coating
Leak BusterTM MatrixTM 5 gallons
304 Non Fibered
Aluminum Roof Coating
APPROVED INSULATIONS:
Product Name.
EnergyGuardTM RA, RN
Composite A & N
EnergyGuardTM Fiberboard
EnergyGuardTM Permalite
EnergyGuardTM GAFCANTTM
EnergyGuardTM Permalite Recover
Board
EnergyGuardTM Tapered Edge Strip
EnergyGuardTM Perlite
EnergyGuardTM High Density
Fiberboard
EnergyGuardTM Composite
EnergyGuardTM Composite RA
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Dens Deck', Dens Deck® Prime,
Dens Deck® Dura GuardTM
Structodek
SecurockTM
Test
Specification
ASTM D 2824
Product
Description
Fibered aluminum coating.
ASTM D2824, Non - fibered aluminum pigmented, asphalt
Type I - roofcoating.
Table 2
Product Description:
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
Fiberboard insulation.
Perlite insulation board.
Cut perlite board
Perlite recover board
Tapered perlite board
Perlite insulation board
High density wood fiberboard insulation.
Polyisocyanurate/wood fiberboard
composite
Polyisocyanurate /wood fiberboard
composite
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Wood fiber insulation board
Fiber reinforced roof board
Manufacturer
(With Current NOA)
BMCA • '
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
BMCA
BMCA
generic
generic
generic
G -P Gypsum Corp
Knight Celotex
USG Corporation
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 6 of 19
APPROVED FASTENERS:
Fastener Product
Number Name
1. Drill -TecTM #12 Standard,
#14 and #15 extra Heavy
Duty Fastener , Heavy
Duty Roofing-Fastener
2. Drill -TecTM ASAP
3. Drill -TecTM #12 or #14
Standard screws with
AccuTrac Plate
4. Drill-TecTM Galvalume
Plates
5. Drill -TecTM
Polypropylene Plates
6. Drill -TecTM AccuTrac
Plate
EVIDENCE SUBMITTED:
Test Aaencv
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
IRT of S. Fl.
MJAM 1 DADE COUNTY
APPROVED
TABLE 3
Product
Description
Insulation fastener and
Base Play fastener for
steel, wood & concrete
decks.
Pre - assembled Drill -
TecTM Fasteners and
metal and plastic plates.
Base sheet fastening
assembly.
Round Galvalume stress
plates.
Round polypropylene
stress plates.
Square Galvalume®
coated steel plate.
Test Identifier
J.I.2B8A4.AM
J.I.3B9Q1:AM
J.I. ODOA8.AM
J.I.ODIA8.AM
J.I.0Y9Q5.AM
3029832
GAF - 012 -02 -02
GAF- 020 -02 -01
02 -005
02 -014
Dimensions
Various
Various
Various
3" and 3 %2"
3" and 3 1/2"
Manufacturer
(With Current NOA)
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
3" Square GAF Materials Corp.
Description
4470
4470
4470
4470 -TAS 114
4470 - TAS 114
4470 - TAS 114
Physical Properties
ASTM D 4977
TAS 114
TAS 114
. Date
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
05.11.07
11.06.01
02.01.02
01.18.02
03.22.02
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 7 of 19
Deck Type 1: Wood, Non - insulated
Deck Description: 19/3: or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Non - Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
Heat - Weld"' Smooth or RUBEROID® Heat - WeIdTM 25 base sheet mechanically
fastened to deck as described below;
Fastening Options:. GAFGLAS® Ply 4, GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® -Flex PIyTM 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14
or # 15 Screws and 3" Drill -Teem steel plate or Drill -TecTM AccuTrac Plates,
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Flex PIyTM 6,9AFGLAS® #75 Base Sheer any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBEROID®Mop Smooth,
base sheet attached to deck with approved 1'A" annular ring shank nails and
inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two
rows staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and:3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at
the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 17 of 19
Ply Sheet:
Cap Sheet:
Surfacing:
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7j
One orjoreplies of GAFGLAS® PL14 #80 ULTIMA, RUBEROID® MOP
Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20- 40lbs./sq. -
(Optional) One • ly of GAFGLAS® Mineral Surfaced Ca • Shee or
GAFGLAS'' EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20 -40 lbs./sq.
(Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400lbs./sq. and 300 Ibs.sq. respectively in
a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 gal. /sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq.
3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofmg
Membrane, applied at 1 to 1.5 gal./sq.
S. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote® roof coating applied at 1 to 1.5 galisq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent
based Elastomeric Roofing Membrane applied at lto 1.5 galJsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure: See Fastening Above
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 18 of 19
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum 'A" Dens DeckTM or %Z" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL-LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory
for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq., or mechanically attached using the
fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"
ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous
area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in
each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of
12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275
lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field -
tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official,
a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas.
Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with
Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is
specifically referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this
limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9B-72 of the Florida Administrative Code.
END OF THLACCEPTANCE
MIAMIIDAOE COUNTY
APPROVED
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 19 of 19
.ii z (OOFING SYSTEMS (TGFU)— Continu lyl _.
m: 'Poly -Iso' or "Po o Special' with'Poly(oant POIyfoam-
+41 til tbs. min. •_ •, : :�:' ; : ±.,.. . .. •
.'•; se Cost: One or two appUcations 'GacoRe�t (18.7050', applied at 1"
/so/application or three applications. applied 1.1/4 gal /sq / application
•32 .dry mils).
•facing:'Gacofex UA•6S' Series (various colors), applied 1 gal /sq (12
• mils).
: 11C Incline: 1/2 ' ' '' "
am:'PolyIso' ot'Poly -iso Special' with'Potyloam 251—or 'Polyfoam
3' 1 In. min. •
se Coat: One or two applications 'Gacoflex U0 -7050 , applied at 1
Do/application or lluee applications. applied 1.1/4 gal /sq/application
t�l 3t dr/ mils)..
rrfacing:'Gacoflex 0A-60-Series (various colors), applied 1 gat/sq (15
y mils).
k: HC M lncllne: 2
,am:'Poly -Iso' or'Poly -Iso Special' with 'Polyfoam 251' or'Potyfoam
33', 1 In, min. lied at 1 al�s (10 d mils
ase Coat: 'GacoSil S- 1000', applied 9 q ( dry )•
urfacing:'Gacoflex S•1000', applied at 1 gal/sq (10 dry mils).
:k: IIC incline: 1
oam:'Polyfoam 251' or't'olyfoam 303'. any thickness- .
.urfadng: 'Gacoflex Ure- Shield 7007'. 40 dry mils.
ck: HC • Incline: 2.1/2
- oam:'Polyfoam 275". any thickness.
- ;ase Coat:'GacoRex A- 6211', 1 -1/2 gal /sq (14 thy mils)_ •
;urfacing: 'Gacoflex A -6200' series (various colors). 1 -1/2 gal /sq (14
:ry'sits). .
•
iATERIALS CORP
61 ALPS R0, WAYNE 113 07470
:EROID 20' or 'RUBEROID Modified Base Sheet" may be utilized as an
ate to Type G2 base sheets in any of the following Classifications.
in thick (min) gypsum board or 1/4 in. prick (min) Georgia - Pacific
-flecks' overlayrnerst board may be used in any existing noncombustible
Classification. When this is done. the resulting roofing system • is
•table for use over combustible (15/32 in. min) roof decks. the Joints in
ypsum board and overlayment board are offset 6 in. with the joints in the
If polyslyrerie'i1 part of the roof system. it must be placed below the
syment board.
ASPIIALT FELT SYSTEMS WITH IIOT ROOFING ASPHALT
e G2 asphalt glass mat base sheet ( "GAFGLAS {i75 Base Sheet") is a
!ale alternate for Type GI asphalt glass fiber ply sheet ('GAFGLAS Ply 4' or
;LAS Ply 6-) in the Class A. 8 or C roof systems indicated below.
roof deck may first be coveted wills a Type G2 asphalt glass mat base
-GAfGLAS Stratavent (vent-Ply) perforated' or GAFGLAS Stratavent,.
: -Ply) for nailable decks. Perforated to be mopped and callable to be
sonically attached granule side down.
an option Type G2 asphalt glass mat base sheet ('GAfGLAS t75 Base Sheet"
,AFGLAS St,ataverst (Yessl•Ply) for nailable decks) may be substituted for
halt glass fiber ply sheet l- GAFGLAS Ply 4- or "GAfGLAS Ply 61 as the
•base ply in the following systems.
:tom ply or base sheet may be solid mopped. spot mopped or mechanically
:ned.
toss otherwise indicated. all insulations may be hot mopped or mechanically
:ned.
IFGLAS flashing" or 'Ruberoid' may be used for flashing in any of Use Class
or C systems listed below.
en 'perlite is referenced. this includes 'GAFTEMP rEF. 1All1Et' or any
UL Classified perlite insulation.
!shed stone or slag are suitable alternates for gravel in any of the Class A,
• C systems listed.
,mutmr.st cement fiber bnildissg units are considered suitable to be included
: tk to the following Class A, 0 or C systems listed over C -15/32 or rice
use of gypsum board under any of the following Class A. 8 or C systems
s not adversely effect the rating. The use of 1/2 in. rain gypsum board is
scceptable alternate for :';::ration over C -15/32 decks.
o use of polystyrene insulation board between min 3/4 in, perlite board
deck with rosin paper (penile /rosin paper /polystyrene /ptrli(e) is a
able alternate for isocysn'.rate board in the fallowing Class A, 0 or C
:erns.
.AtIU P Isotserm 11A•, - CAfirlir Tattered Isotherms F.A' and '6AFTFMr
-sposile A' may Ise substituted fur any rsucyanurate Insulation In any of the
owing Classifications, Class A, a and C.
.,..r•.tr ear use c': orcaniC and glass felts or modified bitumen
R1306 (N)
o as t:-"= 'p , +T .e� :
7.1► i D r_
Y ° - . ROOFING a w TGFII) ala ;.-1;:q-
4.
.? ��fstitalhane'compo "rile: =wood (.1'ber/isocyanurate_ co • pasRe •pliennohc. any
' thickness: = r;__... "`:r�'_c -_ • • hl!? ►'-�• 7::•- k..;.4:;., -e +'�,•-'.%l- i
Pty Sheet: Three or-more layers Type GI'GAFGLAS Pty 4' or"GFJGLAS PIy
6';. Isot mopped.' . ',"- .. -.�� c = :.
.. Surfacing: GraveL -, .
2. Deck: C•15/32. ..*:.--v-.......,;.,.. . � I„ttine: 2
Insulation (Optional): One or more layers polite, wood, fiber. glass
fiber. isocyanurate. urethane. perlite/isocyanurate caarpotite. petlite/
urethane composite. wood fiber /isocyanurate composite_. phenolic. any
thickness. ` •
Ply Sheet: Three or more layers Type GI'GAFGLAS Ply 4' or 'GAFGLAS Fly
.6'. r •
Cap Sheet: One layer Type G3 'GAfGLAS Mineral. Surfaced Cap Slseet'.
3. Deck: NC laillne: 2'
Insulation (Optional): One or more layers polite. wood fiber. glass
fiber. isocyanurate. urethane. pertite/isocyanurate composite. perlite/
urethane composite, wood fiber /isocyanurate composite. phenolic, 2'in.
'sax.
Ply Sheet: Two or more layers Type GI 'GAFGLAS Ply 4' or'GAFGLAS Ply
6'.
Cap Sheet: One layer Type G3 'GAfGLAS Mineral Sedated Cap Sheet'.
4. Deck: NC . Incline: 1/2 -
Insulatlon: One or two layers "Isotherm r, 4.in.. max. hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system. Iaillne: s
5. "neck: C -I5/32
Slip Sheet (Optional): Red rosin paper. sailed to deck.
Base Sheet: One laver of T 62 ' ase Sheer (may be
6.
7.
'8.
1.
y 4' or GAFGLAS Ply
e G -3 'GAFGLAS Mineral Surfa d �•
De, . tame:
Base Sheet: One layer of Type G2 'GAFGLAS 175 Base Sheet'.
Ply Sheet: One or note layers of Type G1 'GAFGLAS IN 4' or GAFGLAS PIy
G'.
Cap Slseet: One layer of Type G -3 'GA: GLAS Mineral Surfaced Lap Slseet'.
Deck: C -15/32 Incline: 2
Insulation: One or more layers petlite. glass fiber. isc:yanurate. urethaane,
perlite /isocyanurate composite. perlite / urellane cc» polite. phenolic.
1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: One or more layers of Type 61. G2 or 63.
Membrane: One or more layers of 'Ruberoid Torch" (smooth or granule).
'Ruberoid Torch Plus' (granule). ' Ruberoid Mop' (smooth or granule) er
'Ruberoid Mop Plus (granule).
Cap Slseet: "GAFGLAS Mineral Surfa ced Cap Slseet'. I.ot mopped.
Deck: C•1S/32 Incline: 2
Insulation (Optional): One or Inge layers perk:•. wood fiber. 411a55
fiber. isocyanurate. urethane. perlite /isocyanurate composite. petlite/
urethane composite. wood fiber /iso:yanurate cor..;:site. phenolic. an/
thickness.
Base Sheet: Two or more layers of T/pe G2 or 63.
Ply Sheet (Optional): One or more Byers of Type GI.
Membrane: One or more layers of 'Ruberoid Torch' (s soothe or granule)..
'Ruberoid Torch Plus (granule). ' Ruberoid Mop- (s:nootIs or granule) cr
'P.trberoid Mop Plus (granule).
Cap Sheet: 'GAFGLAS Mineral Surfa ::d Cap Sheet'. hot mopped.
Class E
Deck: C.1S /3Z ' Incline: 3.1/2
insulation (Optional): One or r..::: layers pee!: :. wood fiber. g!' %s
fiber. isocyassurate. urethane. prlite /isocyanurate composite. r('eiG':/
urethane composite. wood fiber /i ;: yanurale co-, gsite, plsermlit.
thickness.
Fly Sheet: Two or more layers of Type G1 'GAfGI:.3 ply 4' or '64fGs1•S
rt- 6' •
Cap Sheet: Type G3'GAFGLAS flinrat �urfane:d3Ca :, Sheet ". hot roprtl.
2. Deck: C -1S /32 .' wood lib :�, Serer
Insulation (Optional): One of r.: : :e layers Fe s:ire.
fiber. isocyanurate. urethane. prate /isocyanurate composite, faller/
urethane composite. wood fiber /i; :cyanurate ce- ;osite. pliers tic. a "/
thickness.
Rase Sheet: Two or mare layers itf Type G1, 67 r.r f .
Membrane: (Inc nr mute layers cf 'cubs Told Imrtls' (smooth of grams "fie),
'Ruberoid Torch Plus' (granule), .i'.s:betoid Huy" (smuulis.or gas:ult% ct
'Ruberoid Mop Plus- (granule),
Cap Sheet: "GAFGLAS Mineral Susftced Cap Shcet hot mowed-
MIAMI•DADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Entegra Sales, Inc.
819 N. Federal Highway, Suite 300
Stuart, FL. 34994
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildinecodeonline.com
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Estate "S" Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA # 01- 0703.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tiles
Concrete
1. SCOPE
This renews a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured
Entegra Roof Tile Corporation in as described in Section 2 of this Notice of Acceptance, designed
to comply with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the
locations where the pressure requirements, as determined by applicable Building Code, does not
exceed the design pressure values obtain 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
Applicant
Entegra Estate 'S'
Roof Tile
Trim Pieces
Dimensions
1= 16 -1/2"
w = 13"
min. 1/2" thick
1 =varies
w = varies
varying thickness
Test
Specifications
TAS 112
TAS 112
Product
Description
Low profile, interlocking, extruded concrete
roof tile equipped with two nail hole and
double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
2.1 Components or products manufactured by others
Product
Rainproof II
Ice and Water
Shield
Wood Battens
Dimensions
30" x 75' roll
36" x 75' roll
or
60" x 75' roll
36" x 75' roll
Vertical
Min. 1 "x 4"
Horizontal
Min. 1 "x 4" for use
with vertical battens
or
Min. 1"x 2" for use
alone
Test
Specifications
TAS 104
Product
Description
Single ply, nail -on
underlayment with
2" self - adhering top
edge.
TAS 103 Self- adhering
underlayment
Wood Preservers Salt pressure
Institute LP — 2 treated or decay
resistant lumber
battens
Manufacturer
Protect -O -Wrap,
Inc.
(with current NOA)
W.R. Grace Co.
(with current NOA
Generic
(with current NOA)
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 2 of 7
Product
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiteTM")
Roof Tile Mortar
( "Quikrete®
Roof Tile Mortar
#1140 ")
Roof Tile Mortar
('BONSAL®
Roof Tile Mortar
Mix ")
Roof Tile
Adhesive
( "Polypro®
AH160 ")
Roof Tile
Adhesive
TileBond
Hurricane Clip &
Fasteners
Dimensions
Min. 10dx 3"
#8x 21 /s" long 0.335"
head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
N/A
N/A
Factory premixed
canisters
Clips
Min. 1/2" width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 1 /a"
Test
Specifications
TAS 114
Appendix E
TAS 114 Appendix
E
TAS 123
TAS 123
TAS 123
See PCA
See PCA
TAS 114
Appendix E
Product
Description
Corrosion resistant
screw or smooth
shank nails
Corrosion resistant,
coated, square
drive, galvanized,
coarse thread wood
screws
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Two component
polyurethane
adhesive designed
for adhesive set
roof tile
applications.
Manufacturer
Generic
(with current NOA)
Generic
(with current NOA)
Bermuda Roof
Company, Inc. with
current PCA
Quikrete
Construction
Products with
Current PCA
W. R. Bonsal Co.
with current PCA
Polyfoam Products,
Inc.
Single component Flexible Products
polyurethane foam (with current NOA)
roof tile adhesive
Corrosion resistant Generic
clips with corrosion
resistant nails.
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 3 of 7
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 shall be performed in
accordance with RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to
perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be
submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayments 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
4.1.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict
compliance with Miami Dade County 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 (Ibf)
Length -I (ft)
Wldth -w (ft)
Entegra Estate 'S' Roof Tile
10.0
1.375
1.08
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Table 2: Aerodynamic Multipliers - X (ft3)
3 ":12"
Tile
5 ":12"
X (ft3)
7 ":12" or
greater
X (ft)
Profile
Direct
Deck
Batten Application
Direct Deck Application
Entegra Estate 'S' Roof Tile
Direct
Deck
0.267
0.289
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
3 ":12"
4 " :12"
5 ":12"
6 ":12"
7 ":12" or
greater
Entegra Estate
'S' Roof Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
5.91
6.74
5.82
6.64
5.70
6.50
5.56
6.33
5.40
N/A
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 4 of 7
Tile
Profile
Entegra
Estate 'S'
Roof Tile
1 Installation
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf)
for Nail -On Systems
Fastener Type Direct Deck
(min 15/32" plywood)
2 -10d Ring Shank Nails
1 -10d Smooth or Screw
Shank Nail
2 -10d Smooth or Screw
Shank Nails
1 #8 Screw
2 #8 Screw
27.8
Direct Deck
(min. 19/32" plywood)
37.4
Battens
8.8
11.8
28.8
4.1
16.4
21.9
7.1
25.8
25.8
1 -10d Smooth or Screw
Shank Nail (Field Clip)
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Nails (Field Clip)
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
47.1
47.1
24.3
24.3
22.9
49.1
24.2
19.0
19.0
22.1
35.5
35.5
34.8
31.9
31.9
32.2
2 -10d Ring Shank Nails' 1 43.0 1 67.5 1 50.9
with a 4" tile headlap and fasteners are located a min. of 2h" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Application Minimum Attachment Resistance
Tile
Profile
Entegra Estate 'S' Roof Tile Adhesive
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product, Inc Average weight per patty 8 grams.
26.1'
Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile
Entegra Estate 'S' Roof Tile 1 Polyfoam PolyProTM
Resistance
86.614
Polyfoam PoiyProTM
4 Large paddy placement of 54 grams of PolyProTM.
, 5 Medium paddy placement of 24 grams of PolyProTM.
45.5b
Table 5B: Attachment Resistance Expressed as a Moment - M} (ft -Ibf)
for Mortar or Adhesive Set Systems
Tile
Tile Application
Til
Profile
Entegra Estate 'S'
goof-Tile
Mortar Set
Minimum Attachment
Resistance
20.60
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 5 of 7
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 ".
OR
ENTEM-VA
ESTATE "S" TILE LABEL (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 the Building Official or applicable Building Code
in order to properly evaluate the installation of this system.
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 6 of 7
Nail Holes
PROFILE DRAWING
ENTEGRA ESTATE "S" CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No. 06- 0310.05
Expiration Date: 08/23/11
Approval Date: 07/27/06
Page 7 of 7
MIAMI•i�iADE
COUNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
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.miamidademovibuildina/
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 BNC - 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. BNC
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: Polypro® AII160
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 NOA# 06- 0201.02 and consists of pages 1 through 7.
The submitted doeumentation was reviewed by Alex Tigera.
MANMADE COUNTY
APPROVED
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2
of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high
profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions
Polypro® AH160 N/A
Foampro® RTF1000 N/A
ProPack ±? 30 & 100 N/A
Test Product Description
Specifications
TAS 101 Two component polyurethane foam
adhesive
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 Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
CIosed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change ® -40° F., 2 weeks
+6.0% Volume Change @158 °F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
MIAM!•DADE COUNTY
APPROVED
NOA No.: 11- 0124.04
Expiration Date: 05 /10/12
Approval Date: 04/14/11
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
25 -7492 SSTD 11 -93 12/12/95
Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94
01- 6739- 062141j ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 03/02/99
520109 -2 -1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
W
Ft—
MS
2
MIAMMDADE COUNTY
APPROVED
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 3 of 7
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that Lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance' with
Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack+( 30 & 100 dispensing
equipment only.
7. Polypro& AH160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
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
LABELING:
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
MIAMI DADE COUNTY
APPROVED
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 4 of 7
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nall through plastic cement
Vndedapnent
Paddy {Beneath 111o)
1) Place enough adhesiva to added 17 to 23
square Inches to contact with the pan fib
2)Tem covets upside down. Place adhesive 1121 / lt40,_
To 1In. Fromoutsidoedge ofcovertllo.
Then install the Se.
Optional Metot
steep OM applications
10 In.
Ewe Course
Undlortalanont
i
Nail through plastle anent
Keepc a approx. 4In.up
tromweephotes
Fuels
Savo Monte
MIAMI•DADE COUNTY
APPROVED
inP Puke
cite eeve
duo covet Mo.
Abut ba:ond auras of
pet Met Enema eave diet
pan and cover tlles
flush et eeve line.
Ewa closure
(mortal shown)
Weephote Fascia
Sheathing
Optional
Pot km 6lostar
on to DfiJ 1
ti
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nell through Mastic cement
MIAM1.DADE COUNTY
APPROVED
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement
Paddy
(between tile)
Paddy
(under tile)
•
x 3 in.
Single paddy an
under-
layment
Single paddy
under tile
Sigla Paddy
on top of tile
COSMO
In. X 7 In. medium
size paddy eave
Fascia course only
Nall through plastic cornett
Nall through plastic cement
Underlayment
Single paddy under tlie
Single paddy between the
2 tn.xT in. medium
site paddy ease
course only
ttrin.x 3 in.
4 in.
Single
paddy on
under-
layment
Single paddy
on top of tile
Eave
Course
Fascia
Wormhole
Eave closure
Drip edge
Single paddy
between tile
PAIn.x 3 In
Single paddy
on underlayment
Single paddy
on top of the
Eave Come
Eave Closure
2 In. x 1 In. medium
size paddy save course only
Fascia
END OF THIS ACCEPTANCE
MIAMIttADE COUNIY
APPROVED
NOA No.: 11-0124.04
Expiration Date: 05/10/12
Approval Date: 04/14/11
Page 7 of 7