RF-15-2262 4
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-242880 Permit Number: RF-9-15-2262
Inspection Date: September 25,2015 Permit Type: Roof
Inspector: Rodriguez,Jorge
Inspection Type: Final Roof
Owner: GAROFALO, RAFAEL Work Classification: Tile/Flat
Job Address:492 NW 111 Terrace
Miami Shores, FL 33168-3326 Phone Number (305)586-6239
Project: <NONE> Parcel Number 1121360010490
Contractor: P&G CCONTRACTORS CORP Phone: (305)300-5145
Building Department Comments
RE ROOF TILE/FLAT COLOR THRU TILE IS Infractio Passed Comments
TERRACOTTA INSPECTOR COMMENTS True
Inspector Comments
Passed
Failed
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
September 25,2015 Page 1 of 1
�S� REs Miami Shores Village
•n■ "not" Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
0 ' ► Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit# OF-1 D-5-- ZZ DATE:
INSPECTION AFFIDAVIT
I licensed as a(n)Contractor/Engineer/Architect,
(Print name and drde License Type) FS 468 Building Inspector
License#:
On or about �.�® , I did personally inspect the roof deck nailing and
(Date&fime)
o P
Secondary water barrier work at z- 4/i
(Complete Job Site Addr )
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 f 1
CARLOS A.URBINA
Notary Public, Sate of Florida at Large
o Notary Public.State of Florida
* Commission#FF 245242
. B nded through National Notary Assn.
My Comm.Expires Jul 31,2019
OF
f�Op��
*General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an s 'on.In ude photographs of each plane of the roof with
permit#and address#dearly shown marked on the deck for each inspection
Revised on 5/21/2009
4
7066 SW 4,C Street Miami,FL 33155
Tel:786-398-9179 Fax 786-800-2627
a1 roafinspectionftmail.com
LAB CERTIFICATION#10-0512-01
SITE SPECIFIC INFORMATION
UPLIFT TEST—TAS#106
Roofing Contractor P&G CONTRACTORS CORP. Permit# RF-915-2262
Job Address 492 NW 111 TER MIAMI SHORES,FL 33168.
Owner's Name ARNETRESS GIVENS
Type of Tile. EAGLE CAPISTRANO Date Installed
Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER
Approximate Square Footage of Roof 19 ftZ Required Testing Force 35 Lbs
Date Tested 09/23/15 Number of Tests 44 Testing Equipment F.G.E.110
Contact Name OSCAR PALMA Phone# 7/426-3484
LOCATION #OF TEST PASS #OF TEST FAIL
Corner 5 Tests 5 Pass Test o Fail
Perimeter 10 Tests 10 Pass Test 0 Fail
Field 21 Tests 21 Pass Test 0 Fail
Ridge 8 Tests a Pass Test 0 Fail
TOTAL 44 Tests 44 Pass Test 0 Fail
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.THIS TAS 106 TEST NAS BEEN PERFORMED IN FULLACCDROANCE TO THE
REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT 15 NOT VALID FOR INSURANCE CLAIMS.
a
-y T
YE AN Tp`' A
A-1 Engine in Inspection Services, Inc
7066 SW 44 Street Miami, FL 33155
Tel: 786-398-9179 Fax: 786-800-2627
alroofms ectionkjzmail.com
LAB CERTIFICATION#14-1215.04
09/23/15
PERMIT.#RF-915-2262
492 NW 111 TER
MIAMI SHORES,FL 33168.
T T T
T T
T T
T T TT
T T T T
T TT
T T T T
T
T T
T
T T
7066 SW 44'Street Miami,FL 33155 Tel:786-398-9179 Fax:786-800-2627
P & G Contractors Corp
License No.:CCC13294O9
541 NW 153 ST
Miami,FL 33169
(305)300-5145
Sheathing affidavit
Job Address: S0b 5 Permit No.
Name of Roofing Company: 6:�t'—Zy� fSW
Name of qualifier: //� �— License:
Address: C-/ AI&l
I, do hereby affirm:
That I have personally inspected the re-nailing of the existing roof sheathing as required by Florida Building
Code(FCB 2014)Section 507.2.2 for the area covered by the roofing permit referenced above and further
state that the re-nailing of the sheathing meets the requirements of the current edition of the Florida
Building Code 2014, Nail spacing shall be 6 (six) inches on the center at panel edges, 6 (six) inches on
center at intermediate supports,and where applicable 4(four)inches on center over gable ends and sub-
fascia. Existing fasteners may be utilized to achieve such minimum spacing. I also certify that a secondary
water barrier that meets the requirements of FBC Section 201.2 have been achieved.
Qualifier Signature/Date
having first been duly sworn, does affirm his/her own
personal knowledge.
W„,,,, CARLOS A URBINA
� �% Notary Public-State of Fl019
Jul 31,orida
commission#FF 245242
COMM.Expires
°°�\` 'F`'°•��, 2019
Bonded through National Notary Assn.
Notary Stamp/Seal/Date
3E f E t 3�t 1 x �!'. !■[ jiU
nw
.�k ^ki'YA �?
° Miami Shores Village
10050 N.E.2nd Avenue NW01 iS
Miami Shores,FL 33138-0000
Phone: (305)795-2204Ex,
Iesu�3 R t15� Expiration: 1
'sem ..lk+dt...iF. E•v`,
Project Address Parcel Number Applicant
492 NW 111 Terrace 1121360010490
Miami Shores, FL 33168-3326 Block: Lot: ARNETRESS GIVENS
Owner Information Address Phone Cell
ARNETRESS GIVENS 492 NW 111 Terrace
MIAMI SHORES FL 33168-
P.O.BOX 1291
HALLANDALE FL 33008-
Contractor(s) Phone Cell Phone Valuation: $ 14,000.00
P&G CCONTRACTORS CORP (305)300-5145 Total Sq Feet: 2400
i
Type of Work:Re Roof Available Inspections:
Additional Info:RE ROOF TILE/FLAT COLOR THRU TILE I Inspection Type:
Classification:Residential Up Lift Report
Scanning:4
Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $8.40
DBPR Fee Invoice# RF-9-15-56951
$4.50
DCA Fee $4.50 09/03/2015 Credit Card $50.00 $293.40
EducatigASurcharge $2,50 09/04/2015 Credit Card $293.40 $0.00
Permit -New Roof $300.00
Scanniripffee $12.00
TechnofE4 Fee $11.20
Total: $343.40
L�1
F•�
In considerer Ion of th issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining' reto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting� ris permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required f¢r.PLECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
z
OWNERSPW FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
constructiWand zoning. Futhermore,I authorize the above-named contractor to do the work stated.
September 04,2015
,� orized Signature:Owner / Applicant / Contractor / Agent Date
I..V
Builuditng Department Copy
September 04,2015 1
1 n
Miami Shores Village
�\ SEA_ �
Building Departmenta 2015
BY:
-�
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 ILI 54
BUILDING Master Permit No. m -
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC 0A ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
A CONTRACTOR DRAWINGS
M
JOB ADDRESS: g Z w l`k
city: t-llary1 Miami Shores County ^'O- Miami Dade Zip: 3 16 el
Folio/Parcel#: ®q q 0 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): � �� �C(��ir�j' Phone#:
Address: 0/
City:__.. G'��� State: Zip: 3y
etV
Tenant/Lessee Name: Phone#:
Email:
01
CONTRACTOR:C—npany Name: idoe--. cn� Phone �Y !�!®®�-5!q�
P.ddress: 5-,q A&V G-5
CitN State:
Qualifier Name:_ Phone
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 1 t(1 00 o _ Square/Linear Footage of Work: �Zqro
Type of Work: ❑ Addition ❑ Alteration ❑g New Rep it epla e 1:1Demolition
Description of Work: Q-e-20 0� --WP-S, Q 7q- 2
y Co Fo C6O7Or fhrhii File: ' t-,rre&cc to,
Submittal Fee$ — ��!Vi Permit Fee$ CCF$ CO/CC$
Scanning Fee$ _ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection rs seven (7) days after the building permit is issued. In the absence of such posted notice, the
Inspection will not be pp ved a inspection fee will be charged.
Signature Signature
rAGENT CONTRACTOR
The foregoing instrument was ack wledged before me this The forWing instrument was ackno ledged before me this
day of ,20 (S—,by ay of 20 C, ,by
Mal Vfb) who is personally known to who is personally known to
me or who has produced as me or who has produced as
identification and who take an oath. identification and who SWtake an oath.
NOTARY PUB NOTARY PUB C:
Sign: Sign:
WA
Print: '�� `'� Print: S s
,,�����„ ��SY PUB, CARLOS A.URBINA
Seal: �N8 a CARLOS A.URSINA Seal �� % Notary Public-State of Florida
�. r P�.,
i° `i"s Notary Public-State of Florida - ' Commission#FF 245242
• *•c Commission#FF 245242 =�. �a
9 �. .,,M w My Comm.Expires Jul 31,2019
=?, %,z My Comm.Expires Jul 31,2019
APPROVED BY �'� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami-Dade County Page 1 of 8
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Address Owner Name Folio
SEARCH:
492 nw 111 ter Suite Q
PROPERTY INFORMATION
Folio: 11-2136-001-0490 -
Sub-Division:
NEW MIAMI SHORES ESTS
Property Address
492 NW 111 TER
Miami Shores,FL 33168-3326
Owner
ARNETRESS GIVENS
Mailing Address
PO BOX 1291
HALLANDALE, FL 33008
Primary Zone
0700 SGL FAMILY-1551-1700 SQ
Primary Land Use
0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT
Beds/Baths/Half 3/2/0
Floors 1
Living Units 1
Actual Area 1,834 Sq.Ft
http://www.miamidade.gov/propertysearch/ 8/30/2015
Property Search Application - Miami-Dade County Page 2 of 8
Living Area 1,292 Sq.Ft
Adjusted Area 1,597 Sq.Ft
Lot Size 10,150 Sq.Ft
Year Built 1954
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Featured Online Tools
Comparable Sales Glossary
Non-Ad Valorem Assessments PA Additional Online Tools
Property Record Cards Property Search Help
http://www.miamidade.gov/propertysearch/ 8/30/2015
Property Search Application - Miami-Dade County Page 3 of 8
Report Discrepancies Report Homestead Fraud
Tax Comparison Tax Estimator
TRIM Notice View Taxes
ASSESSMENT INFORMATION
Year 2015 2014 2013
Land Value $182,469 $108,962 $51,022
Building Value $88,921 $108,277 $108,277
Extra Feature Value $3,557 $3,602 $3,648
Market Value $274,947 $220,841 $162,947
Assessed Value $274,947 $220,841 $88,676
TAXABLE VALUE INFORMATION
2015 2014 2013
COUNTY
Exemption Value $50,000 $0 $50,000
Taxable Value $224,947 $220,841 $38,676
SCHOOL BOARD
Exemption Value $25,000 $0 $25,000
Taxable Value $249,947 $220,841 $63,676
CITY
Exemption Value $50,000 $0 $50,000
Taxable Value $224,947 $220,841 $38,676
REGIONAL
Exemption Value $50,000 $0 $50,000
Taxable Value $224,947 $220,841 $38,676
BENEFITS INFORMATION
Benefit Type 2015 2014 2013
Save Our Homes Cap Assessment Reduction $74,271
Homestead Exemption $25,000 $25,000
Second Homestead Exemption $25,000 $25,000
Note: Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City, Regional).
http://www.miamidade.gov/propertysearch/ 8/30/2015
♦5�eR9 `r Miami shores Village
.... .....� Building Department
y01 10050 N.E.2nd Avenue
�Z " Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: -
Property Address:
Roofing Permit Number:
Dear Building Official:
I 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 wa-'s co sn tructe"compliance with the provisions of the Florida Building Code(FBC)or with the provisions
of 1994 ed'IonWSouth rid Building Code(1994 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this qday of (W ,,,`Y P,
` os A.URBINA
`2Notary Public-State of Florida
commission#FF 245242
Notary Public, Sate c`Florida at Large �.� My comm.Expires Jul 31,2019
list°�`''� Bow through National Nagy Assn.
• 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 Mligation.
Revised on 5/21/2009
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
PALMA, GLENDA
P&G CONTRACTORS CORP
541 NW 153Rb ST.
MIAMI FL 33169
Can ons! With this license you time one of the nearly `
one minion Floridians licensed by the Department of Business and
Professional Regulatie.n. Our professionals and businesses range STATE OF FLORIDA
from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTM T3F BUSINESS AND
and they keep FloridW s economy strong. $ PROFS _ L REC_stJLATION
Every day we worts to improve the way we do business in order to GCC1329409 .0 : ¢8107/Z01.4
serve you better. For Information about our services,please log onto
WNW. yfloridalicense.cpm. There you can find more information
CERTIFIED R QR
about our divisions and the�.Mations fihat imp�d you,subscribe � P�l f1A, t:E r
to department newsletters anti tears.more abOL'3w Depa�Jteffs b
P&G CONTW =
initiatives. b.
iatnves.
Our mission at the uepartment is:License Efficiently,Reguiaia Fairly.
We constantly strive to serve you better so that you can seo ve your
custThank you for doing business in Florida. IS CERTIFIED under 6e provisions of Ch.489 FS
and corolratulations on your new license! 60ifiondWe AUGM,a»s 04=00016W
DETACH HERE
RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ti
CONSTRUGTIO.X INDUSTRY LICENSING BOAkO 4
The ROOFING CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31,2016
zM
PALMA, GLENDA
F G CONTRACTORS t:CRP,
1 Mdaf 153RD ST
mikil FL 13469"
ISSUED: 08/07/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408070001508
A / DATE(MMIODNYYY)
CERTIFICATE
04/14/2015
CERTIFICATE IS ISSUED AS A MAT
THIS TER 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,Ute 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 MIA
NAME: LUIS DE LA LLERA
DELTA INSURANCE UNDERWRITERS,INC. PHONEEI: 305-269-1107 305-269-1108
777 N.W.7 AVENUE,SUITE 3133 AlC,No
pp%w DELTAINSUNDQa AOLCOM
MIAMI,FLORIDA 33126
INSURER(SI AFFORMNG COVERAGE MAIC d
INSURERA: ENDURANCE AMERICAN SPECIALTY INS.,CO. 41718
INSURED
INSURER 8;
P&G CONTRACTORS,CORP. INSURER C:
541 NW 153rd STREET INSURER D:
MIAMI,FLORIDA 33169 INSURER E:
tN54JRER F
COVERAGES CERTIFICATE NUMBER. REVISION NUMBER.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OFANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUS(ONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR TYPE OF INSURANCE INS W1lD POLICY NUMBER ( LIMITS
GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.
COMMERCIAL GEH'tRAL LIABILITY DAPIRGIF IV TEDr
PREMISES Ea°orrce $ 100,0 .
CLtUM5 MAD OCCUR MED EXP(An one person} $ 5,000.
A CBC10000235504 0410942015 04/09/2016 pERRSOWL&ADVINJURY $ 1,0001000.
GENERALAGGREGATE $ 2,000,000.
GEITLAGGREGATE LIMIT APPLIES PEP. PRODUCTS-COMP/OPAGG $ 1,000,000.
POLICY PR0.
LOC
S
AUTOMOBILE LUM31UTY
Es scci _ $
ANY AUTO BODII.Y INJURY{Per person) $
r
ALL OWNED SCHE'•.�kO
H AUTO. BODILY INJURY(Per ac &--M $
HIREDauras NUTOS eD $
euros
{Par.ac�dem
$
t UMBRELLA L1AB OCCUR
EACH OCCURRENCE $
EXCESS LiAB CL 1MMS-MADE
DED RETENTION$ AGGREGATE $
WORKERS COMPENBATIDN $
AND EMPLOYER`S'IJABILrfY
YIN TORY UkATS ER
ANY PROPRIETOWPARTNEMEXECUTIVE
OFFICERAAEMBER EXCLUDED? ®N 1 A E.L.EACH ACCIDENT $
(MandatM In NH)
" ss
dem1b a unuct EL.DISEASE-EA EMPLOYE $
DESCRIPTION OF aPERATIONS tow E.L.DISEASE-POLICY LIMIT 1$
DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Parmarks Schedule,K mare space is required)
ROOFING CONTRACTOR LICENSE NUMBER CCC1329409.
CERTIFICATE HOLDER CANCELLATION
Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCEI I En BEFORE
10050 N.E.2nd Avenue THE EXPIRATION DATE THEREOF;NOTICE WILL BE DELIVERED IN
Miami Shores,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
I - I Ci
lz
LUIS DE LA LLERA
ACORD 25(2010105)
01988-2010ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
• � og op
.� v .
JEFF ATWATER
CHIEF FINANCIAL OFFICER STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS'COMPENSATION
**CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law
EFFECTIVE DATE: 4/25/2014 EXPIRATION DATE: 4/24/2016
PERSON: PALMA GLENDA
FEIN: 272092778
BUSINESS NAME AND ADDRESS:
P&G CONTRACTORS CORP
541 N14 153RD ST
MIAMI FL 33169
SCOPES OF BUSINESS OR TRADE:
LICENSED ROOFING
CONTRACTOR
Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may
not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..,apply only within the scope
of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of
election to be exempt shall:r. ibject to reve ation if,at any time after the filing of the notice or the Issuance of the certificate,the pr-.rson named o^the notice or
certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the
peer•,,,-arced on the certificate to meet the requirements of this section.
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1809
JEFF ATWATER
CHEF FINANCIAL OFFICER STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS'COMPENSATION
•:CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW•"
CONSTRUCTION INDUSTRY EXEMPTION
This Certifies that the Individual listed glow has elected to be exempt from Florida Workers'Compensation law.
EFFECTIVE DATE: 4/20/2014 EXPIRATION DATE: 4119/2016
PERSON: PALMA PERCY
FEIN: 272092778
BUSINESS NAME AND ADDRESS:
P 81 G CONTRACTORS CORP
2613 NW 10TH AVE.#304
MIAMI FL 33126
SCOPES OF BUSINESS OR TRADE:
LICENSED ROOFING
CONTRACTOR
Pursuant to Chapter 440.05(14).F.S..an o>ftoer of a corporation who ewu exemption from this chapter by fn9 a ow unc ate of election und®r th10 secdOn mey
riot recover bei or WMenatkM wider this dater.Purauard to Chapter 440.05(12).F.S..Certiflcatea of efedw to be exempt..•apply ontY within the Scope
of the b WWW or tract gstsd on the rwtke 01 election to be exempt.Pursuant to Char 440.05(13),F.S..Nodoes 0f eleadon to be exempt and ar88ates of
etedt n to be exempt sha0 be subject to revocation ff.at any Ow after On Oft of Ore 0101108 or the Issuance of the oertfkate,the person raTied on the notloe or
certtficale no longer nota the rewftnmft of thfa seotah fox Issuere of a carbiftt.The deperbnard shag revoke a dertftdate at any tare for f08ure Of the
person nomad an the eerftate to rrreet the relents of this seoton.
DFS-F243WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1809
Local Business Tax Receipt
MiAmi-Dade County, State of Florida
sslasas
-THIS IS NOT A BILI-1713 NOT PAY 111LBTJ
BUSHINESS NAME/LOCATION RECEIPT NO. EXPIRES
P&G CONTRACTORS CORP RENEWAL SEPTEMBER 3rJ, 215
MI
` 153 6881040 Must be displayed at place of business
MIAMI,,FL 333 169 Pursuant to County Code
Chapter SA-Art.9&10
OWNER SEC.TYPE OF BUSINESS
PAYMENT RECEIVED
P 8 G CONTRACTORS CORP 196 SPECIALTY BUILDING BY TAX COLLECTOR
CONTRACTOR 45.00 09/2312014
Worker(s) 2 CCC1329409 CREDITCARD-14-036449
This local Busiuess Tax Receipt only confirms payment of the Local Business Tax.Tho Receipt is nota license.
permit ora esifibation of the bolder s qualifications.to do business.Holder most comply with any governmental
or nongoveramenbal regulalory laws and requirements which apply to the business.
The RECEIPT NO.above(mist be displayed on all commercial vebictes-Miami-Dade Code Sac Ba-27&
MIAMI IadWfl For more information,visit a.mlamid v11v14Fr
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Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet
and Identify Manufacturer Attachment
(If a component is not used, identify as"NA")
System Manufacturer: Field: "oc Co) Lap,#Rows @ "oc
NOANo.: �
Perimeter: 6 "oc @Lap,#Rows�( @& "oc
Design Wind Pressures, From RAS 128 or Calculations: Corner:—�—"oc @ Lap,#Rows�@ 46 "oc
Pmaxi 'Y7 3 Pmax2:"7 7/-7 Pmax3'—/(21?10
Number of Fasteners Per Insulation
Max. Design Pressure, From the Specific NOA Board
System: Field: Perimeters Corner
Deck: c c>x ���09 9
Type: Illustrate Components Noted and
Gauge/Thickness: g/O f 1V50 Details as Applicable:
Slope: I /� Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Anchor/Base Sheet&No.of Ply(s): A111,4
Coping, Etc.
Anchor/Base Sheet Fastener/Bond' g Material: Indicate: Mean Roof Height, Parapet Height,
Nr®, Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Insulation Base uayer. � Spacing or Submit Manufacturers Details that
Q, Comply with RAS 111 and Chapter 16.
Base Insulation Size and Thickness: C�
Base Insulation Fastener/ ding Material: FT. IJ
Top Insulation Layer:
Parapet
Top Insulation Size and Thickness: �A Height
Top Insulation Fastener/ ding Material:
Base Sheet(s)&No.of Ply(s)..(, � � s l�
Mean
Bas Sh a Faste er/ ondi Material: Roof
[` N�J� �A/ � S ' Height
Ply Sheets)&No.of Ply(s):LZ-)
Ply Shee Fastener/Bo ing ater' L• v� Q
e �
Top Ply: T4 4 gi L •
• C
•• ••• •• • . • .•
ti
Top Ply Fast ner/Bondin%Mate ' L•
Surfacing: • • I
• • . •••• • •
• • • • • • • • •
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
Product Approval Number:
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations):
P1• 3?' ( P2. ®6�� P3. —10fJ-7
Maximum Design Pressure
Product Approval Specific System:
Method of Tile Attachment: "ri
Steep Sloped System Description
Deck Type:
Roof (ji �
Slope: Type Underlayment: O Oa74, r��6_' tllel�--27--
'Z)'/Z-: 12
Insulation:
Fire Barrier:
Fastener Type&Spacing: f�y 5IVO/46 ®s 7/A/
Ridge Ventilation? &s"Oe' _ �f Z ('29P!" 9 b-C,
Adhesive Type:
Type Cap Sheet:
ro Ly� /&5,� POLY�T/Cf TC;
• Roof Covering: 6aMean Roof Aeigiit+: . +.�: :.: '.
••• •• • • • •• Type&Size Drips
Edge:000
... . . .. . / � ��e/V ✓v' c
. .. . .
. .. . 000 000 . .
... ... .
. .. .. . . . .. ..
... . . . ... . .
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values
for Mrwiththe values from Mf. If the Mrvaluesare greater than or equal to the M,
values,for each area of the roof,then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(p, 317 rl x A srZ 17 =l -Mg: 6� =m,,595-l5a Product Approval Mf
(P®�� � xX, �Z7?=� -Ma:6R3 =Mrzdl- l8 Product ApprovalMf 35-7
(P:100, °fix}, p27a .2?�c� -M9: o =Mr3'- -0( Product Approval Mf 7
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance(M,)From Table Below Product Approval M,
Mf Required Moment Resistance*
Mean Roof Height--lo-
Roof
-►Roof Slope 4 15' 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39.7 42.2
3:12 32.2 34.4 36.0 37.4 39.8
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 32.8 34.9
6:12 26.4 28.0 2:• 30.5 32.4
7:12 24.4 25.9 1 27.1 28.2 1 30.0
*Must be used In conjunction with a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3.Compare the values for F'with the values for
Fr. If the F'values are greater than or equal to the F,values,for each area of the roof,then
the tile attachment method is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 127"
(P,: x 1: = x w:=)-W: x cos 0: - =F,, Product Approval F
(P: x 1: = x w:=_ )-W: x cos 0: - =Fn Product Approval F
(P: x 1: = x w:=)-W: x cos O: - =F,_ Product Approval F'
Where to Obtain Information
Description Symbol Where to find
Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Moof glop • B • • •Job QlW
Aerodyn is Multipl r • • •Pr uct Approval
Restoring Moment dui Gr y • AR • • •:rodeo Approval
Attachmel tResidtdhee •• M,• o •Product Approval
Required Moment Resistance M, Calculated
Minimum Attachment Resistance F' Product Approval
Required-Jplit e s ance • • (!a?cul
Avdr llle•Wei t tfV • •Produdt A proval
Al:Dimensions • 19�n�tthh *Qrodu8tJ&roval
All calculations must be submitted to the Building Official at the time of permit application.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
MIAMI-
8
"Oetivering Excelfence Every Day"
MIAAR-DADS COUNTY
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
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 form. The owner's initials in the designated space indicates that the item
has been explained.
1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workm=anship 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.
U02.Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be
nailed in accordance with the current prmvisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3.Common roofs: Common roofs are those which have no visible delineation between neighboring
is(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.
WfA4.Exposed ceilings: F.xposed, 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;thereiure,roufing nail
penetrations of the underside of the decking may not be acceptable.The owner provides the option of
maintaining this appearance.
P5.Ponding water: The current roof system and/or deck of the building may not drain well and may
auseater to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer.Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers(wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of. Chapter 15 and 16 herein and the Florida Building Code,Plumbing.
Ventilation: Most roof structures should have some ability to vent natural airflow through the
tenor of the structural ass;mbl�Jthe bu lding itse W. The existing amount of attic ventilation shall not be
reduced. .. . . . ...
Owner's/Agent's Signature;_ •
Date:
Contractor's Signature: ': :. ' .• Permit Number:
Property Address: �cI 7s AJ6LI t.1t TSL
• • •
• •••
. • e.: • • . . . .
. .. . . . .. ..
••• • • • 000 • •
MIAMI DADE COUNTY
PRODUCT CONTROL SEfMON
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wwa'•miamidad&EQy/economy
Polyglass USA Inc.
150 Lyon Drive
Fernley,NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County.Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:Polyglass Polystick Underlayments
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.
j 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 a tthe job site at the r�erequest of the Building Official.
• . . . . . . .
This revises NOA#12-07&02 02 a&o*9i9ts of.�pages.l through 9.
The submitted documentatlen wm;revlewed by A�exifigera.
.. . . . . . . . . .
NOA No.: 140717.08
�wazg�F�.COUPI�Y Expiration Date: 09/13/16
"' ' ' • • 0:0 • • Approval Date: 01/22/15
. :': : : Page 1 of 9
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ROOFING COMPONENT APPROVAL
Ca o : Roofing
Sub-Cateeorv: Underlayment
Material: SBS,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 65'8"x 332/," membrane,glass fiber reinforced with polyclefmic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,date
tiles and shingle underlayment.
Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 6508"x 3'32/g" membrane,glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,slate
tiles and shingle underlayment.
Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering,
Manufacturing Location 65'x 3"3218" APP polymer modified,fiberglass reinforced,
#1 Or 65' x 3' bituminous sheet material for use as an
60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield.
Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
(Surface Printing) 65'x 3'32/8" D 1970 fiber/polyester reinforced waterproofing
Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof
#1 tile underlayment.
Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane,
Manufacturing Location 32'l 0"x 3'321s" D 1970 glass-fiber/polyester reinforced,with a granular
#2 130 mils thick surface designed for use as a file roof
underlayment.
Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufacturing Location 61'x 3'32/8" D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane.Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manu Location
;•61•'i$3;3j/gf•: : : •b 1970 fiber/polyester reinforced waterproofing
#2 '.60 tVCtIf cj ; ;•; •• membrane. Designed as a metal roofing and roof
"' ' ' file underlayment.
... . .
...
. . . . . . . . .
. . . . . .
.. . .
.. . . . . . . . . . .
. .. . . . . . . .
••• ••• NOA No.: 14-0717.08
r�argananE counmr Expiration Date: 09/13/16
••• • ••• Approval Date: 01/22%15
. . . . . . . . . .
Page 2 of 9
. .. .. . . . .. ..
... . . . ... . .
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions SpecificationDescritition
Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester
Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as
#2 60 mils thick a a roof tile underlayment.
Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen
32' 10"x'3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded
back face and a granule top surface. Far use in
roof tile underlayment systems.
MANUFACTURING PLANTS:
1.Hazelton,PA
2.Winter Haven,FL
EVIDENCE SuBmTrFED:
Test Agency Test Identifier Test Name/Re22rrt Date
Trinity ERD P10870.09.08-R1 TAS 103 12/04/08
P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09
P33360.06.10 ASTM D1970 07/01/10
P33370.03.11 TAS 103 03/02/11
P33370.04.11 ASTM D 1623 04/26/11
P36900.09.1.1 TAS 103/ASTMD4798&G155 09/01/11''
P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11
P40390.08.12-1 TAS 103&TAS 110 08/06/12
P40390.08.12-2 ASTM D 1623 08/07/12
P40390.10.12 ASTM D 1970 10/03/12
P37590.07.13-1 ASTM D6164 07/02/13
P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14
D1623
P46520.10.14 ASTM D1623 10/03/14
P44360.10.14 TAS 103&TAS 110 10/07/14
P43290.10.14 ASTM D 1970&TAS 110 10/17/14
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06
PUSA-055-02-02 TAS 103 12/30/07
PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09
Momentum Technologies,Inc. 3X20H7A TAS 103/ASTM D4798&G155 04/01/08
RX14E8A TAS 103/ASTM D4798&G155 11/09/09
•• ••• DXODBB TAS 103/ASTM D4798&G1 55 02/18/10
0, 0; ,•; ; ;F;Xb,3�8A TAS 103/ASTM D4798&G155 02/18/10
Soo ... . . .. Do 0
. .. . .
NOA No.: 14-0717.08
t ►an ou4oe couwnr Expiration Date: 09/13/16
PPROVEDI
••• • • • ••• • ApprGvsl Date: 01/22/15
• •
. ••• Page 3 of 9
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I-NSTALLATTON PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System'Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D.2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6" o.c.at a minimum,*"head lap, (for
base sheet only)
Membrane: Polystick membranes self-adhered.
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin-caps 12"grid,6"o.c.at a minimum 4 head lap.(for
base sheet only)
Membrafte: Elastoflex S6 G,hot asphalt applied.
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(3) Base sheet mechanically fastened deck,subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for
base sheet only)
Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical
(Optional) laps.
Membrane: Polystick TU Plus,self-adhered.
Surfacing: See General Limitations Below.
.. ... . . . . . ..
. .. .. . .. . . . ..%:. 0.
• . • . •
.. ... .. . . . ..
0 ••
. . 0:0
: ... .•. . . .
:: :0
.. . . . . . : :
. .. . . . . . .
0 0 :. NOA No.: 14-0717.08
MIAMI•DAD;COUNTY Expiration Date: 09J13J16
•:• : : ; : •:• : Approval lute: 01,29115
: . ': ; : 0 ; Page 4 of 9
: 0 •• • • 0 •• ••
INSTALLATION REQUIREMENT&
1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels,and
sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 11 1.
3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/2"and end laps
shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical s1.rapping of
the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building
code.
4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the
membrane from the center outward in both directions.
5. For ridge applications,center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have frill contact with the surface,giving special attention
to lap areas.
7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance.
& All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick.Dual Pro may be used
in asphaltic shingles,wood shakes and shingles,non-structural metal roofing;roof tile systems and quarry slate
roof assemblies.Polystick TU P may be used in all the previous assemblies listed except metal rooft.
Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof file systems. Elastoflex S6 G may be
used in roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days
listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;
not to exceed the preceeding maximum time limitations.
E sure Limitations da
MTS IR-Xe EbWotlez TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus
S6 G
Winter Haven, 180 . g0• • • 140 • •180 180 180 180 90 180
• . • • • • • •
Hazelton,PA. N/A • � }80 NSA N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Vfo,i 41kdmWi,;4*e Code. ••,
.. . . . . . . . . . .
••• • ••• • NOA No.: 14-0717.08
MIAMI•DADE COUNTY
APPROVED -A
Expiration Date: 09/13/16
••• • • • • 400 • • Approval Date: 01/22/15
• • • ••• • • • Page 5 of 9
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••• • • • ••• • 0
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(tAoiaq
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o;rein:,rpuadaad phi salla o. —win o Su. Ms aambai limn oAoqu aiqu;oqt ut u mogs asoq;of do sedoiS
:sn[d S,LW iions4lod Suisn uognn,Ciddu aq lMgs suoninlwli Bumjjoj oq j,
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vas se�a�;s� •s;uauzane►6a.�apo Su?n�Iing EPuoid aiquagddu pine aouu;daoad�o-aoAori iia;s�S aitZ rranoidd�
aap gjjtA aouuPaoaoB ui suauuq.aaiunoo puu suawq Sutsn Aq i(iuo popaaoxo aq um saoriuitaug adois anoqu aqZ
sual;uq;noTjW
Zi:� uouu;tuna orI uogeattug ON ZI:� pmlgitioid aii.L paigOjd
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SIR 31311sitod fU ilansj(lod `snid fls 3IansAod J 9S xapo;sgld SjH 3ian"lod aijo., opjL
(MplaH aiges aaS):seiogoJ
se aq iiegs saiiquzasse aiu l�i�p-o�;oanp)jo3;uawAupopun aigjaoi se asn ion adois ooa umuiixeui atiy '96
saoquotiddu aiA;as auuotu�o uor�daoxa 31Pq;inn suoixeotiddu ain�oos PauaIse3
Xpeoinq,you:ul pasn aq Sm d f 3IousAiod•6 U0400S ui PauMno Suoi;u;iuni aqx ql!m Paua;sei Allw=. goatu
IDT pMifug am said S.I.I2►313!1sxlod PUL,Sim 3IogsSiod-suomoqdde vinjooi pauaMj Aliuotueqwtu pain
?i
si oad T"4a sRidd•suogeoTiddu vin jooi paua;sej fllw uegoam pue;as aAtsogpu tRoq ul posn aq Amu 0
qS xQUMS91a ao LiI IU 3I01.49AiQsI`osd al?Z 3Io.4sXlod`snid ILL)IogsAlod•oouu;daooV jo aoAorl s,1aimoejnuutu
21n Tooz oip Er:-Wqj:has se og Begs sail;joox jo aoueisisaa;uauigouM oqj io3 emp`uoiotiddu alu jooa ui •g
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of.
tile directly on the underlayment.Refer to Polyglass' Tile loadhig detail below for loaning procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
3
3
t � 4
'S 15'3} 5✓...,-' J., � t."n 1,.0t�i
11. Refer to prepared roofing system Product Control Notice of.Acceptance for listed approval of this product with
specific prepared roofing products.Polystick MTS,Polystick MTS Plus,Polystick IR Xe,Polystick TU•Plus,
Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastofiex S6 0 may be used with
any approved roof covering Notice of Acceptance listing Polystick MTS,Polystiek MTS Plus,Polystick IR-Xe,
Polystick TU Plus,Polystick TU P,Polystick TU Max, Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G
as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus,
Polystick Ill-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile.Pro
or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AIS or the
Miami-Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products,wind uplift resistance,and fire testing results.
LABELING:
I. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city
and state of manufacturing facility and the following statement: "Miami Dade County Product Control Approved"
or the Miami-Dade County Product Control Seal as shown below.
hilAMl•DI�DE COUMY '
BUILDING DIING PERmrr REQUIItEmmNTS:
Application for building permit shall be accompanied by copies of the following:
1.This Notice of Ameptance.
Z.Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
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MIAMI•DADE COUNTY
. • NOA Nm: 14-07-17.08
Expiraton 1 : 09/13116
••• • • • • ••• • • ApgDmval Date: 01/22/15
• • • ••• • • . Pap 7 of 9
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood deeds. Installers are
cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptably:.
Please also refer to applicable Product Data Sheets of the corresponding products.
2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, i 1 gauge ring shank type,applied with'a minimum 1"metal disk as required
in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c.
Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of
membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back-
nailed.(Please refer to applicable local building codes prior to installation.)
3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact.
4. All fabric over fabric,and granule over granule end laps,shall have a 6"wide,unifonn layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium M8 Flashing Cement,
XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between
the application of the lap.The use of mastic between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading file on the underlayments.Refer to the Polyglass Tile
Loading Guidelines.See General Limitations#9 and#10.
6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for
pitch/slopes of 7"/12"or greater. It is suggested that on pitch/slopes in excess of 6'i4"712",precautions should
be taken,such as the use of battens to prevent tile sliding during the loading process.
7. Minimum cure time after membrane installation&before loading of woofing tiles is Forty�ight(48)Hours.
8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed
roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified
Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the
Polystick material of like kind should be sot and hand rolled in place over the urea needing such repair.Patching
membrane shall be a minimum of 6 inches in either direction. The repair should be installer)in such a way so
that water will run parallel to or over the top of all laps of the patch.
10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane: Hand rollers are acceptable for
rolling of patches or small areas of the roof Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be fiunished upon request.It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be finmished
upon request by our Technical Services Department by calling 1 (800)894-4563.
• • • • • • • • • •
•• • • • • • • • • • •
NOA No.: 14-0717.08
MMI-DAneCouHnr Expiration Date: 09/13/16
MU M
... ... • Approval Date: 01422/15
Page 8 of 9
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13. Questions in regards to the application of Polyglass products should be directed to our Technical Semiues
Department at 1 (800)894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedt=s as outlined by
the National Roofing Contractors Association(NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS.OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS .ACCEPTANCE
i
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''• •. ••• .•. • • NOA No.: 14-0717.09
JAPc�u�annane cot.in�rr
..O , Expiration Date: 09/13/1(5
... . . ... Approval Date: 01/22/15
:.: Page 9 of 9
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MIMI®DiAD�
MIAMI-BADE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinL/
Eagle Rooting Products LLC
1575 East C.R.470
Sunnterville,TL 33585
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County 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: Capistrano Concrete 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.
TERNIINATION 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 copyef this-emirs N®A shill balprovided to the user by the manufacturer or its distributors
and shall be available for jnspeliioy it a 6 0h gt the request of the Building Official.
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This renews NOA#07-1018.09 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tiger-a.
• : : ' . 10
•• • • NOA No.:11-6321.03
CKAM0ADE CounITY ••• • • Expiration Date: 10/05/16
Approval Date: 05/12/11
... . . . . ... Page 1 of 7
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ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Cateaorv: Roofing Tiles
Material: Concrete
1.SCOPE:
This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by
Eagle Roofing Products LLC in Sumterville,FL. and described in Section 2 of this Notice of
Acceptance. For locations where the-pressure requirements, as determined by applicable
Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2.PRODUCT DESCRIPTION:
Manufactured by Test Product
Applicant Dimensions Specifications Description
Capistrano Concrete L= 17" TAS 112 High profile concrete roof tile. For direct
Tile W= 121/" deck or battened nail-on applications.
Thickness=%Z"
Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at
w=varies hips,rakes,ridges and valley
Manufactured varying thickness terminations. for each tele
profile.
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.• • • . ' . NOA No.:11-0321.03
NnA�taaaoe counn tr •• Expiration Date:10105/16
JAPPROVED I Approval Date: 05/12/11
••• •.•
Page 2of7
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2A EVIDENCE SUBMITTED:
Test Agney AgencyTest Identifier Test Name/Reno rt Date
PRI Asphalt Technologies ERPF-001-02-02 TAS-112 Aug.2006
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III TAS 102& 102(A)
Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994
1994 TAS 108(Nail-On)
Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994
TAS 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993
vs.smooth shank nails
The Center for Applied 94-083 Static Uplift Testing April 1994
Engineering,Inc. TAS 101 (Adhesive Set)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. TAS 101 (Mortar Set)
The Center for Applied 25-7094-(3,6& 9) Static Uplift Testing Oct. 1994
Engineering,Inc. TAS 102
The Center for Applied 25-7120-(1 &2) Static Uplift Testing Nov. 1994
Engineering,Inc. TAS 102
The Center for Applied 25-7183-(3 &4) Static Uplift Testing Feb. 1995
Engineering,Inc. TAS 102
The Center for Applied 25-7214-(3,4,&7) Static Uplift Testing March, 1995
Engineering,Inc. TAS 102
The Center for Applied 25-7804-4 Static Uplift Testing Sep. 1996
Engineering,Inc. TAS 102
Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998
Testing Services TAS 101
Celotex Corporation 520191-2-1 Static Uplift Testing March 1999
Testing Services TAS 101
Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006
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•• • • • • • • • NOA No.:11-0321.03
• :00
••
MlAM4bAbE COUNTY • • • Expiration Date: 10/05/16
• Approval Date: 05/12/11
... ••• Page 3of7
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3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS
106 may required,refer to applicable building code.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112,appendix`A'.Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicablb building cod&.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed
in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W)and Dimensions(I x w)
Tile Profile Weight-W(Ibf) Length-1(ft) Width-w(ft)
Ca istrano Concrete Tile 10 1.417 1.04
Table 2: Aerodynamic Multipliers-A ft
Tile A(ft) \(ft)
Profile Batten Application Direct Deck Application
Ca istrano Concrete Tile 0.300 0.277
Table 3: Restoring Moments due to Gravi -M ft-Ib
Tile 3":12" 4":12" 5":12" 651:12" Greater than
Profile 7":12"
Capistrano Battens Direct Battens Direct Battens I Direct Battens I Direct Battens Direct
Concrete Tile Deck Deck I Deck Deck Deck
6.68 6.89 6.57 6.88 6.44 1 6.73 6.28 6.56 6.10 6.38
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• • • • • • • • • •
' ' ' ' ' ' • • NOA No.:11-0321.03
&AMI
- ADE C0UMTY • ••• ' Expiration Date: 10/05/16
.. ... . ... . . Approval Date: 05/12/11
Page 4 of 7
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Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32"plywood) (min. 19132"plywood)
Capistrano 2-10d Ring Shank Nails 28.6 41.2 19.4
Concrete 1-10d Smooth or Screw 5.1 6.8 2.8
Tile Shank Nail
2-10d Smooth or Screw 6.9 9.2 7.3
Shank Nails
1 #8 Screw 20.7 20.7 18.1
2#8 Screw 43.2 43.2 29.8
1-10d Smooth or Screw 23.1 23.1 19.0
Shank Nail Field Clip)
1-10d Smooth or Screw 29.3 29.3 24.0
Shank Nail Eave Clip)
2-10d Smooth or Screw 27.6 27.6 38.6
Shank Nails Field Clip)
2-10d Smooth or Screw 38.1 38.1 41.8
Shank Nails Eave Clip)
2-10d Ring Shank Nails 33.1 48.1 45.2
1. Installation with a 4"tile headiap and fasterners are located a min. of 2%0 from head of tile.
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile _ Resistance
Capistrano Concrete Tile Adhesive 29.3
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfqam Product, Inc.Average weight per 8 grams.
Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Capistrano Concrete Tile Polyfbarn Pol ProTm 66.5
Pol oam Pol Prom 38.7
3 Large paddy placement of 63 rams of Pol Pro"".
4 Medium paddy placement of 24 rams of Pol Pro'rM.
Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Mortar Set Systems
Tile Tile Attachment
Proflle •• e. bpplication Resistance
Capistrano Concrete Pile •; ••; ; ; ;•; •Mortar Set 24.5
. .
6 Tile-Tito Roof Tile Mortar.
• • •• NOA No.:l 1-0321.03
MIM DRDE couNTlr •• ••• ••• ••• ••• Expiration Date: 10/05/16
• • Approval Date: 05/12/11
••• • • • • ••• • •
Page 5of7
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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".
Elr000�
' GL.- * .
,E- A- ,
FLOnQ .
CAPISTRANO CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Oficial or Applicable building code in
order to properly evaluate the installation of this system.
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" ' ` NOA No.:11-0321.03
MOMMADE COU •• ••• •�. • • ••• Expiration Date:10/05/16
• Approval Date: 05/12/I1
Page 6 of 7
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PROFILE DRAWING
NNUM
CAPISTRANO CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
• . • . • • • • . •
NOA No.:11-021.03
MIAMI•DADECOUN `* "` �`� �'� �`� Expiration Date: 10/05/16
• Approval Date: 05/12/11
Page 7 of 7
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••• • • • ••• • •
MIAMWADE`'.' MIAMI-DADE COUNTY
ffem PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMEMSTRATION DIVISION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.w4economy
GAF
1361 Alps Road
Wayne,NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes.If this product or
material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke,modify,or suspend the use of such produ
ct or material within their
jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County
Product Control Section that this product or material fails to meet the requirements of the applicable
building code.
ThisPP
roduct is approved as described herein and has been designed to comply with the Florida Building Code
P
including the High Velocity Hurricane Zone of the Florida Building Code.
I
DESCRIPTION: GAF Conventional Built-Up Roof Systems 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 q�entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for ir4pectioltJtljAsite It We*request of the Building Oficial.
This NOA renews and reviscs NQA N;:�;13�242I btu aild consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge 1'.Acebo.
•• • • • • • • o • i
• ••
••• NOA No.: 13-1022.15
1R. F77 Expiration Date: 11/04/18
••• ... . ••o Approval Date: 11/06/14
:.: Page 1 of 16
... . . . .06 .
Membrane Type: BUR
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: Fire0te Fire Barrier Coating,VersaShiele Fire Resistant Roof Deck Protection or
,m
(optional) Securock Gypsum Fiber Roof Board.
Base sheet: GAFGLAS®#80 Ultima Base Sheet, Stratavene Eliminator Nailable Venting Base
Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld"Smooth or Ruberoid®SBS Heat-Weld"'
25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS®Ply 4,GAFGLAS®FlexPly"'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—15 psf.See General Limitation#7)
GAFGLAS®Ply 4,GAFGLAS®F1exPlym 6,GAFGLAS®#75 Base Sheet or any of above
base sheets attached to deck with Drill-Tec" #12 Fastener or Drill-Tec#14 and Drill-
Tec"'3"Steel Plate,Drill-Tec"'AccuTraca Flat Plate or Drill-Tec""AccuTrace Recessed
Plate 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.
--
GAFGLAS®Flex Ply"'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 4"lap staggered and in two rows 9" o.c.in the field.
(Maximum Design Pressure—52.5 psf.See General Limitation#7)
GAFGLAS #80 Ultima Base Sheet,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-Tec"'
#12 Fastener or Drill-TecTm 414 Fastener and Drill-TeCT'3"Steel Plate,Drill-Tecm
AccuTrae Flat Plate or Drill-Tec"AccuTrac®Recessed Plate 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.df abdte rase ske ets attached to deck approved annular ring shank nails and 3"
inverted Dr l-j� tjinjjjoaplates at a fastener spacing of 9" o.c.at the 4"lap staggered
in tiro rowg9%d tPiP.fiesd: ••-
(Maximum Design Pressure—60 psf.See General Limitation#79
• ••• . . ••
.. . . . . . . . . . .
• •• • ' NOA No.:13-1022.15
MtaDwoe Cout�n • Expiration Date: 11/04/18
JAPPROVEDI ... . • • • ••• • • Approval Date: 11/06/14
;•� Page 14 of 16
... . .. ..
Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"'
(Continued) #12 Fastener or Drill-Tec m#14 Fastener and Drill-Tec''3"Steel Plate,Drill-Tec'
AccuTrac®Flat Plate or Drill-Tec"'AccuTrac®Recessed Plate 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 psj.See General Limitation#7)
Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
Cap Sheet: (Optional) One 1 of GAFGLAS®Mineral Surfaced Ca Sheet GAFGLAS®
EnergyCap BUR.Mineral Surface ap Sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.Chosen
components must be applied according to manufacturer's application instructions.
All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq.respectively in a flood
coat of approved asphalt at 601bs./sq.
2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
.. ... . . . . .
••0 ' ••• ••� ••• �.' NOA No.: 13-1022.15
Expiration Date: 11/04/18
APPROVED ••• . . , •o• • Approval Date: 11/06/14
•
• . .�. • Page 15 of 16
it
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply"'6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum%4"DensDeck7 Roof Board or%2"Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LINIITATIONS:
1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size
shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 275 lbf.,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below
2751bf.insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchorlbase 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 Professional Engineer,Registered 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 to
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 comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones(i.e.perimeters,extended comers and corners).(When this limitation is specifically
referred within this NOA,Qnapl Limitation#7 will not be applicable.)
10. All products listed herein scall hav k a•g4a*tf.Vifaxce audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida.Ad.A;ikAide COM- �•
END OF THIS ACCEPTANCE
• ••• . . ..
.. . . . . . . . . . .
••• • see • • • • ' • NOA No.: 13-1022.15
M kf414 DE COUNTY Expiration Date: 11/04/18
���,..., , ... . • • • ••• • Approval Date: 11/06/14
• • • • • • • Page 16 of 16
TCYFU.R1306-Roofing Systems http://database.ul.com/cgi-bin/XYV/template/LISEXl`/1FRAM1;/sho...
ONUNE CERTIFICATIONS DIRECTORY
TGFU.R1306
Roofing Systems
Page Bottom
Roofing Systems
See General Information for Roofing Systems
GAF R1306
1 CAMPUS DR
PARSIPPANY,N]07054 USA
"RUBEROID@ 20 Smooth"or"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"may be utilized as an alternate to Type G2
"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 UltimaT"Base Sheet"base sheets in any of the following
Classifications.
Y2-In.thick(minimum)gypsum board or W-in.thick(minimum)Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime
Roofboard"or"DensDeck@ DuraGuardm Roofboard"or Y4-in.thick(minimum)United States Gypsum Co."SECUROCK@ Roof Board"(Type
FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX)may be used in any existing noncombustible deck Classification.When this Is done,
However,the butt joints In the um
the resulting roofing system is acceptable for use over combustible(15/32-in.thick minimum)roof decks.How J gypsum
board and Georgta-Paclflc Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck@ DuraGuardT"Roofboard"are to
offset a minimum of 6-1n.with the butt Joints in the roof deck.Ifpolystyrene is part of the roof system,Itmust be plated below the overly Ymeat
d oa
e GMRX are tlmlte t
"SECUROCK@ Glass-Mat Roof Board" S )
board.Y4-In.thick(minimum)"SECUROCK@ Roof Board (Type FRX-G)and @ (Type
maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene.
Multiple piles of Type G1"GAFGLAS@ Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6"may be adhered to
Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard'or DensDeck@ DureGuardm Roofboard"In hot roofing
asphalt.
"EnergyGuardm Ultra"is an acceptable alternate to"EnergyGuardT""in any applicable Classification.
"GAFGLAS@ Stratavent@ Nailable Venting Base Sheet"may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible
decks and as a recover over existing roof systems.
EnergyGuardT"Periite Insulation"may be utilized as a cover board over"EnergyGuardm"in any of the following systems.
Unless otherwise indicated,the roof insulation is mechanically fastened,fully adhered with hot roofing asphalt or UL Classified urethane insulation
adhesive.Polystyrene referenced in any of the following Classifications include insulation.
Unless otherwise indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's Installation instructions
(excluding LRF Adhesive O)in any applicable Non-Combustible Roof Deck Classifications.
"EnergyGuardm Tapered"Is an acceptable alternate to"EnergyGuardm"in any applicable Classification.
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
Type G2 asphalt glass mat base sheet("GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 UltimaTm Base Sheet")is
a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-
Flexible Ply 6")in the Class A,B or C roof systems Indicated below.
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLAS@ Stratavent@ Nailable Venting Base
Sheet"or"GAFGLAS@ Stratavent@ Perforated Venting Base Sheet".Perforated base sheets to be loose laid or fully adhered with hot roofing
asphalt and nallable base sheets are to be mechanically fastened granule side down.
Asano option •• ••• Q&.S4
pt Type G2 asphalt glass matbase sheet�j'GAF # 5 B3sp Sheet"or"Tri-Ply@#75 Base Sheet"or"GAFGLAS@#80 Ultima'"
Base Sheet"or"GAFGLAS@ Stratavent%NatlaWl V%ri 0g lege 9he•t"}may be substituted for Type G1 asphalt glass fiber ply sheet("GAFGLAS@
Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASF^x Pr.6"briT*P;@M-Fttylble Ply 6")as the nailed base ply in the following systems.
Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened.
Unless otherwise indicated,all Insuki4 its M ff be futlyadhewd with%roopng asphalt or mechanically fastened.
"GAFGLAS@ Flashing"or"RUBEROIDVm*,be usedfor lashing 4alry o=tT Class A,B or C systems listed below.
••e •• • • • • • • •
When"perlite"Is referenced,this includes any UL Class'fied pertlte ins5latio1
Crushed stones or slag are suitable alt mites for gravel in any of the Class A,B or C systems listed.
• • • • • • • • • •
• •• •• • • • •• ••
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Structural cement fiber building units are considered suitable to be included as a deck in the following Class A,B or C systems listed over C-15/32 or
NC.
The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of 1h-in.minimum thick
gypsum board Is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
The use of polystyrene insulation board between minimum 3/4-in.thick perifte board and deck with rosin paper(perUte/rosln paper/polystyrene
/perfite)Is a suitable alternate for polylsocyanurate board in the following Class A,B or C systems.
Trumbull"Penna Mop"may be utfized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS@#80 Ultima1T0 Base Sheet"may be used in any of the following systems.
"GAFGLAS@ Flex Ply 6"and"Tri-Ply@ Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 6".
"GAFTEMP Permallte Recover Board"may be used in lieu of any perifte insulation in any of the following NC Classifications.
Unless otherwise Indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"TOPCOAT@ FU'eshleld MB"at 21/2 to
3-gal/100-ft2.
Class A,B and C
Hot roofing asphalt,for use with glass felts or modified bitumen membranes.
"RUBEROID®Heat Weld"SBS roofing membranes may be used in lieu of"RUBEROID@ Mop"SBS roofing membranes in any applicable
Classification.
Class A
1.Deck:C-15/32 Incline:3
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"
or"DensDeck@ DuraGuardTM Roofboard",minimum 1/4-1n.thick,or United States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-In.thick.
Insulation:—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite
or perllte/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more piles Type GI"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply
6",fully adhered with hoot roofing asphalt.
Surfacing:—Gravel.
2.Deck:C-15/32 Incine:2
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"
or"DensDeck@ DuraGuardT"Roofboard",minimum 1/4-in.thick,or United States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum"k-in.thick.
Insulatlon:—One or more layers perllte or wood fiber or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite
or perUte/urethane composite or wood fiber/polylsocyanurate composite or phenolic,any thickness.
Ply Sheet:—Three or more plies Type GI"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply
6",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"SheetTri-Piy@ BUR Granule Cap Sheet"or"GAFGLAS@ Energy Cap,"
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
3.Deck:NC Incise:2
Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"
or"DensDeck@ DuraGuardTm Roofboard",minimum 1/4-fn.thick,or United States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or
"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick.
Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polylsocyanurate or urethane or
perhte/polylsocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic,2-in.maximum.
Ply Sheet:—Two or more piles Type G1"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply
6",fully adhered with hot roofing asphalt.
Cap Sheet:—Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCap'"
Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt.
4.Deck:C-15/32 Incline: 1
•• ••• •
Slilp Sheet(Optional):—Resin paper,mai=edto j1ec3c.: •--
R Insulation O Any tklckrie4pqjft4 oCwgolIr or glass fiber or polylsocyanurate mechanically fastened or adhered with OMG
Inc."OyBond Fastening System"gr WWUL%VJft�d0InsuiaYlon ar�hesive.
Base ShSqte—One ply Type G2"GAFGLAS@#75 Bast SRedl*or"Tri-Py@#75 Base Sheet"or"GAFGLAS@#80 URimam Base Sheet"
or"GAFGLAS@ Stratavent@ Naliable Venting Base heet",mechanlcally fastened.
Ply Sheet:—One or more les= Gi" FG S@ Ply 4"or"Tri-Py@ Ply 4"or GAFGLAS@ Flex Py 6"or"Tri-Ply@ Ultra-Flexlble Py 6",
adhered with hot roo g sph�lt. � • • • • • •
Ca S t:—T G3"GAt LA9@ Minera�Sur�ic�d dap ei�o:"Tri-Ply@ BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCapm
Mineral-Surfaced Cap Sheet fu ri ere 'fo'bffn`�a9phrft.•
Coate(O �-— TOPCOAT@ EnergyCoteT" ElastomeHc Cdating"
or"TOPCOATS MB Plus"or'TOPCOAT@ 322 White Flastomeric
Coatis a Iled at a rate of 2- al. 100-ft.2.
••• • • • ••• • •
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