RF-14-1547Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)'756-8972
Inspection Number: INSP-217296
Scheduled Inspection Date: August 08, 2014
Inspector: Naranjo, Ismael
Owner: ,
Job Address: 10450 NE 5 Avenue
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: ACE PROPERTY SERVICES CORP
Building Department Comments
REROOF REAR FLAT ROOF
Passed
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Permit Number: RF -7-14-1547
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Flat
Phone Number
Parcel Number 1122310150240
Phone: 305-598-1700
INSPECTOR COMMENTS False
Inspector Comments
CR TE AS REINSPECTION FOR INSP-216142. Supply uplift test
August 07, 2014 For Inspections please call: (305)762-4949 Page 19 of 31
W
BUILDING
PERMIT APPLICATION
Miami Shores e Villa
g
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
JUL 18_2014
FBC20(0 (
Master Permit No.R E— b �— ( l'
Sub Permit No.
❑BUILDING M ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-1 PLUMBING F-1 MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
P CONTRACTOR DRAWINGS
JOB ADDRESS: f ® q S® w64 5 1�
City: Miami Shores Countv:aw Miami Dade zip: 3313S,
Folio/Parcel#: // —29!31 - of S- �"Lc10 Is the Building Historically Designated: Yes NO L --'-
Occupancy Type: Load: Construction Type: �iFlood Zone: BFE: FFE:
-Frnm / f-4
City: �UAIAA4 6 �� State: F1 Zip: 33l G,Ci
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: ACE PROPERTY SERVICES CORP
Address: 10871 SW 188 ST #8
hone#: 305-598-1700
City: MIAMI State: FL Zip: 33157
Qualifier Name: CARLOS PULLES Phone#: 786-443-2231
State Certification or Registration #: CCC 058229 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 52",00, Square/Linear Footage of Work: S-00
L1
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/ eplace ❑ Demolition
A AA
Description of Work:
Specify color of color thru tile: �.
Submittal Fee $ E Permit Fee $ Q -M CCF $ CO/CC $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $ _
(Revised02/24/2014)
DBPR $
Notary $
Double Fee $
Bond $ t::?C�0- OD
TOTAL FEE NOW DUE $ _-4 q. i
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
�
Signature � � Signature
#NER or AGENT CONTRACTOR
The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
_ day of 20 by I --YA4N. day of 20 by
51 it I MeMe.6 P/✓ , who is personally known to S AU11188 who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print: d '1i VI.P.
Seal: VEGA-PULLES
MISSION # EE182225
[e*-/N:-L:1BERTjAD
=, May 26, 2016
i APPROVED BY
(Revised02/24/2014)
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
,Plans Examiner
Structural Review
piwin'llf
MY COMMISSION # EE211617
EXPIRES June 26, 2016
Zoning
Clerk
a 11A t ur rLUKIWA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
,�1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
PULLES, CARLOS SANTOS
ACE PROPERTY SERVICES CORP
10871 SW 188TH ST #8
MIAMI FL 33157
Congratulationsl With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque restaurants,
and they keep Flondit economy strong.
Every day we work to improve the way we do business in order to
serve you better. For information about our services, please log onto
www.myflorldalicense.com. There you can find more information
about our divisions and the regulations that impact you, subscribe
to department newsletters and learn more about the Department's
Initiatives. -
Our mission at the Department is: License Efficiently, Regulate Fairly.
We constantly strive to serve you better so that you can serve your
Customers. Thank you for doing business in Florida,
and congratulations on your new license!
DETACH HERE
RICK SCOTT, GOVERNOR
(850) 487-1395
STATE OF FLORIDA
DEPARTMENT OF BUSINESS ANC
3 Q PROFESSIONAL REGULATION
CCCO58229 ISSUED: 05/29/2014
CERTIFIED ROOFING CONTRACTOR
PULLES, CARLOS SANTOS
ACE PROPERTY SERVICES CORP
IS CERTIFIED under the provisions of Ch.489 FS.
ExpVation date : AUG 31, 2018 1.140528=187i
KEN LAWSON, SECRETAR'
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
LICENSE NUMBER
1.:
The ROOFING CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
PULLES, CARLOS SANTOS
ACE PROPERTY SERVICES CORP
10p871 SW 188 ST
#8
MIAMI FL 33157
ISSUED: 05/29/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1405290001678
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address: ! 01456 ofe a 5 Avl-c .
Roofing Permit Number.
Dear Building Official:
I st6,v_ �i e c:�l e )-- certify that I am not required to retrofit the roof to wall connections of my
building because:
V11he 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)
Signat a Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned.
Swom to and subscribed before me this i WAA'\ \ day of l I 01-i 2(714=
LIBERTAD VEGA-PULLES_
Notary Public, Sate of Florida at Large t t ' ��'�`''- �r o�ssloxu�18�
onws�' :May 26, 2016
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,00. , and the budding was not oonstruded with FBC nor a
SFBC. Then you must provide a building application from a General contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21009
Property Sear&, Application - Miami -Dade County
7/17/14 6:34 PM
0 """FFI E F T E PRA"PERTY APPRAlb"ER
C 0 H
Summary Report
Property Information
Folio:
11-2231-015-0240
Property Address:
10450 NE 5 AVE <
Owner
REALTY INVEST GRP OF FLA
Mailing Address
10450 NE 5 AVE
MIAMI SHORES, FL 33138-2040
Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
2,355 Sq.Ft
Living Area
2,112 Sq.Ft
Adjusted Area
2,206 Sq.Ft
Lot Size
8,625 Sq. Ft
Year Built
1953
Assessment Information
Previous
20141 20131
2012
Year
2014
2013
2012
Land Value
$140,036
$104,836
$77,656
Building Value
$134,610
$134,610
$150,394
XF Value
$4,644
$4,697
$5,134
Market Value
$279,290
$244,143
$233,184
Assessed Value
$268,557
$244,143
$233,184
Benefits Information
Benefit Type 2014 2013 2012
Non -Homestead Cap Assessment Reduction 1 $10,733
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
MIRROR LAKE SUB PB 56-15
LOT 24
LOT SIZE 75.000 X 115
OR 17582-4080 0397 1
COC 22817-4570 10 2004 1
Generated On: 7/17/2014
Taxable Value Information
Previous
20141 20131
2012
County
Exemption Value $0 $01$0
Taxable Value $268,557 $244,143 $233,184
School Board
Exemption Value
$0 $0
$0
Taxable Value
$279,290 $244,143
$233,184
City
Exemption Value
$0
$0
$0
Taxable Value
$268,557
$244,143
$233,184
Regional
Exemption Value $0 $0 $0
Taxable Value $268,5571 $244,143 $233,184
Sales Information
Previous
Price
OR Book-
Qualification Description
Sale
Page
10/01/2004
$520,000
22817-4570
2008 and prior year sales; Qual by exam
of deed
03/01/1997
$154,000
17582-4080
2008 and prior year sales; Qua] by exam
of deed
10/01/1993
$138,000
16106-1489
2008 and prior year sales; Qua] by exam
of deed
nQ/n9 /1 QR7
8113 nnn
1 AA97-1 QR9
2008 and prior year sales; Qual by exam
http://www.miamidade.gov/propertysearch/index.html#/report/summary Page 1 of 2
Propgrty-Search Application - Miami -Dade County
7/17/14 6:34 PM
F--,- _.*-,---I .,,... '___lofdeed I
The Office of the Properly Appraiser is continually editing and updating the tax roll. This website may not reflect the most current Information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at httpJ/www.miamidade.govfinfo/disciaimer.asp
(http:/ www.miamidade.govfinib/disrJaimer.asp)
Version
http://www.mlamidade.gov/propertysearch/index.html#/report/summary Page 2 of 2
2014 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT
DOCUMENT# L04000065593
Entity Name: REALTY INVESTMENT GROUP OF FLORIDA, LLC
Current Principal Place of Business:
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
Current Mailing Address:
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160 US
FEI Number: 20-1605127
Name and Address of Current Registered Agent:
KUNSOLLLC
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160 US
FILED
Jan 27, 2014
Secretary of State
CC2478212763
Certificate of Status Desired: No
The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida.
SIGNATURE: SIBILA MENECIER 01/27/2014
Electronic Signature of Registered Agent Date
Authorized Person(s) Detail:
Title MGR
Name KUNSOL LLC
Address 17070 COLLINS AVE
262
City -State -Zip: SUNNY ISLES BEACH FL 33160
I hereby certify that the information indicated on this report or supplemental reporNs true and accurate and that my electronic signature shall have the same legal effect as if made under
oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and
that my name appears above, or on an attachment with all other like empowered.
SIGNATURE: SIBILA MENECIER MGR 01/27/2014
Electronic Signature of Signing Authorized Person(s) Detail Date
Detail by Entity Name
Florida Limited Liability Company
REALTY INVESTMENT GROUP OF FLORIDA, LLC
Filing Information
Document Number
FEI/EIN Number
Date Filed
State
Status
L04000065593
201605127
09/03/2004
FL
ACTIVE
Principal Address
17070 COLLINS AVE
262 ,
SUNNY ISLES BEACH, FL 33160
Changed: 04/24/2012
Mailing Address
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
Changed: 04/24/2012 ,
KUNSOL LLC
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
Name Changed: 01/27/2014
Address Changed: 04/24/2012 ,
Authorized Person(s) Detail
Name & Address
Title MGR
KUNSOL LLC
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
Page 1 of 2
http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetaillEntityName/flal-10... 7/15/2014
Detail by Entity Name
Annual Reports
Report Year
Filed Date
2012
04/24/2012
2013
04/2512013
2014
01/27/2014
Document Images
Page 2 of 2
01/27/2014 — ANNUAL REPORT
View image in PDF format
04/25/2013 — ANNUAL REPORT
View image in PDF format—]
04/24/2012 — ANNUAL REPORT
View image in PDF format
04/18/2011 — ANNUAL REPORT
View image in PDF format
03/19/2010 -- ANNUAL REPORT
View image in PDF format
04/02/2009 — ANNUAL REPORT
view image in PDF format
05/0812008 — ANNUAL REPORT
View image in PDF format
03107/2007 — ANNUAL REPORT
View image in PDF format
01/19/2006 ANNUAL REPORT
View image in PDF format
07/11/2005 ANNUAL REPORT
View image in PDF format
02/07/2005 — ANNUAL REPORT
View image in PDF format
09/03/2004 -- Florida Limited Liability
view image in PDF format
Copyright@ and Privacy Polldes
State of Florida, Department of State
http://search.sunbiz.orglInquirylCorporationSearchISearchResultDetaillEntityNamelflal-10... 7/15/2014
Detail by Entity Name Page 1 of 2
Florida Limited Liability Company
KUNSOL LLC
Document Number
L13000163802
FEI/EIN Number
90-1029475
Date Filed
11/22/2013
State
FL '
Status
ACTIVE
Effective Date
11/22/2013
Principal Address
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
Changed: 01/27/2014
Mailing Address
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
Changed: 01/27/2014
Reglstered Agent Name & Address
MENECIER, SIBILA
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
Address Changed: 01/27/2014
Authorized Person(s) Detail
Name & Address
Title MGR
MENECIER, SIBILA
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
http://search.sunbiz.orglInquiry/CorporationSearcblSearcbResultDetaillEntityNameIflal-11... 7/15/2014
Detail by Entity Name
Annual Reports
Report Year Filed Date
2014 01127/2014
Page 2 of 2
01/27/2014 -- ANNUAL REPORT View image in PDF format
11/22/2013 -- Florida Limited Liability View image in PDF format
Convriaht O and Privacy Polities
State of Florida, Department of State
http://search. sunbiz.orglInquiry/CorporationSearch/SearchResultDetaillEntityName/flal-11... 7/15/2014
2014 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT
DOCUMENT# L13000163802
Entity Name: KUNSOL LLC
Current Principal Place of Business:
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160
Current Mailing Address:
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160 US
FEI Number: 90-1029475
Name and Address of Current Registered Agent:
MENECIER, SIBILA
17070 COLLINS AVE
262
SUNNY ISLES BEACH, FL 33160 US
FILED
Jan 27, 2014
Secretary of State
CC9796508320
Certificate of Status Desired: No
The above named entity submits this statement for the purpose of changing its registered office or registered agen4 or both, in the State of Florida.
SIGNATURE:
Electronic Signature of Registered Agent Date
Authorized Person(s) Detail
Title MGR
Name MENECIER, SIBILA
Address 17070 COLLINS AVE
262
City -State -Zip: SUNNY ISLES BEACH FL 33160
I hereby certify that the intormation indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under
oath; that I am a managing member or manager of the limited liability company or the recetveror trustee empowered to execute this report as required by Chapter 605, Florida Statutes, and
that my name appears above, or on an attachment with all other like empowered.
SIGNATURE: SIBILA MENECIER MGR 01/27/2014
Electronic Signature of Signing Authorized Person(s) Detail Date
Property Search Application - Miami -Dade County
7/17/14 6:36 PM
Summary Report
Property Information
Folio:
11-2231-015-0240
Property Address:
10450 NE 5 AVE <
Owner
REALTY INVEST GRP OF FLA
Mailing Address
10450 NE 5 AVE
MIAMI SHORES, FL 33138-2040
Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
2,355 Sq. Ft
Living Area
2,112 Sq.Ft
Adjusted Area
2,206 Sq.Ft
Lot Size
8,625 Sq.Ft
Year Built
1953
Assessment Information
Year
2014
2013 2012
Land Value
$140,036
$104,836 $77,656
Building Value
$134,610
$134,610 $150,394
XF Value
$4,644
$4,697 $5,134
Market Value
$279,290
$244,143 $233,184
Assessed Value
$268,557
$244,143 $233,184
Benefits Information
Benefit Type 2014 2013 2012
Non -Homestead Cap lAssessment Reduction 1 $10,733
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
(Short Legal Description
MIRROR LAKE SUB PB 56-15
LOT 24
LOT SIZE 75.000 X 115
OR 17582-4080 0397 1
COC 22817-4570 10 2004 1
Generated On : 7/17/2014
Taxable Value Information
Previous
Price
OR Book-
Qualification Description
Sale
2014
2013
2012
County
$520,000
22817-4570
2008 and prior year sales; Qual by exam
Exemption Value
$0
$0
$0
Taxable Value
1
$268,557
$244,143
$233,184
School Board
of deed
10/01/1993
$138,000
Exemption Value
2008 and prior year sales; Qual by exam
$0
$0
$0
Taxable Value
1
$279,290
$244,143
$233,184
City
Exemption Value
$0
$0
$0
Taxable Value
1
$268,557
$244,143
$233,184
Regional
Exemption Value
$0
$0
$0
Taxable Value 1
$268,5571
$244,143
$233,184
Sales Information
Previous
Price
OR Book-
Qualification Description
Sale
Page
10/01/2004
$520,000
22817-4570
2008 and prior year sales; Qual by exam
of deed
03/01/1997
$154,000
17582-4080
2008 and prior year sales; Qual by exam
of deed
10/01/1993
$138,000
16106-1489
2008 and prior year sales; Qual by exam
of deed
no/n1 /1 QR7
o.1 11 nnn
1 Id'27-1 QF9
2008 and prior year sales; Qual by exam
http://www.miamidade.gov/propertysearch/index.html#/report/summary Page 1 of 2
Property Search Application - Miami -Dade County
7/17/14 6:36 PM
I ........ I ..._. --I I Of deed I
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Mlami-Dade County assumes no liability, see full disclaimer and User Agreement at hftoAwAy.miamidade.govAnib/discialmer.asp
(httpJ/www.miamidade.govAnfo/disclaimer.asp)
Version:
http://www.miamidade.gov/propertysearch/Index.htm1#/report/summary Page 2 of 2
A" 1
Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Sw loonn ,C (Law Sloosd_&of Svdeim)
Fill In Specific Roof Assembly Components
and Identify Manufacturer
of a component Is not used, IdsnW as NAI
System Mamrtfacsumer a77
NOA No.• 19- 0424' O'q
Design Wlrul Pressures, From RAS 128 or Calculations:
Pmax1: -W-9 Pmax '7%/ % Pmw* '10$•0
Mex. Design Pressure, Frorn the Speoft NOA
System: - S 2. S,p.s
°ad Type: �" C -a 1 X (O
Gaug&Thidutess: 3Y�a fO 9 i nke 1
t/ 2 c
Slope:
Anchorl6aee Sheet $ No of PIy(s):
AnchodBese Sheet FasWmdBorK ft Material:
Utsulatlon Bam lsy�
Base Insulation Size and Thldtnew- —
Base Insulation FestenedBonding Material:
Top Insulation Layer �--
Top Insulation Sias area Thldmess
Top Insulation FesterwAlonding Material:
Bess Sheet(e) & No. of Ply($): I D Iii 190ft- m
Base Sheet Fasten Material;
—D -44a s A I T• � s -n A fo_S_
Ply Sheens)A No. of Piy(s): I PW JZ j4 Pfd j2V
Ply Sheet FastenerMondkrg Material:
Topi Aailw-Aee Coo k—ee�
Top Ply Fastener/ Bonding Material:
Ag Viral al-
Surfadng:
Fastener Spacing for Anchoditse Sheet
A taohmant q
FWd:.9--' oc 0 Lap, # Rows® / /•_oc
Perimeter. • oc ® Lap, # Rows (� I° • oc
Comer a ' oc 0 Lap, # Rowe --'L M.k' oo
Number of Fasteners Per insulation
Board A II n
Field Pdrlrfet6rLZ Comer
Illustrate Components Noted and
Details as Applicable:
Woodbloolting, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat. Cant
Strip, Base Flashing. Cotmter- Flashing,
Coping, Eta.
Indicate: Mean Roof Height, Parapet Height,
Height of Base Flashing, Component Material,
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details VW
Comply with RAS 111 and Chapter 16.
NIA
FT.
..4141
.•oo
4100
00400
•
•
0000
•
000.
•
•
q ".SPv i p
H0B
14YIAwGbera�J ¢o'
•41 41
FT.
•
0.000'
G -t I tc (o • ... •
'iAl ri
3x3 2b 90� 4141:••
•"�
.41VM41►i z 4141•••
•
/ d',A . •
•
so
•41.40
41
.414041
..4141
.•oo
4100
00400
•
•
0000
•
000.
•
Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Foran
Section D (Steep S, loosd Roof System)
Roof Sym Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressus. if Appll bl (From RAS 127 or Calculations):
P1 • P3:
Maximum Design Pressure
From the NOA Specific System):
Method of the 77
men
Steep oDed Roof System Description
nderlayment:
Roof Slope:
:12
Ridge Ventilation?
Mean Roof Heighb
..
op
e.
Dose
g
Doa•
as as
ages
.. .
ego s
L Spacing:
....
Type
.
......
..
Cap Sheet:
......
•
s .
• •
oaf Covering:
•
•
Type 8 Size Drip
Edge:
..
op
e.
Dose
g
Doa•
as as
ages
Florida Building Code 2010 Edition
High VelocitV Hurricane Zone Uniform Permit Application Form
Section E (Til® Calculations)
For Moment based tie systems, choon etffier Method 1 or 2. Compared do values
for M,with the values from Mt. Uthe Mt values are greater than or equal to the Mr
values, for each area of the roof, then the the attacbment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127'
(PI: IL ) —MIF --W6 NOA 1*
(P=: 11 a ,_1— Mw - M,t^ NOA Mr
M: X.%a. ) — Mgt = P45 NOA 1Vli
Method 2 "SimpWied T le Calculatio Table Below"
Regabvd Moaaeat of Resistanee (W From Table Below NOA IMS
Idr Required Moment Re tatan
hMatshop� Ir 2W 3m
39.7
M2 ;FT.4
4o'
—40r—
WU 3035
39A
*'Mast be used in conjuncton with aof moment based the systems endorsed by the
Braward County Board of Rules and Ap
For Uplift based No systems use Metbod & Compared the values for F' with the
values for F.. If the F' values are greater than or equal to the F. values, for each
awea•of tate reef, then the lite attachment mathod is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127'
."".
(Pi:—zl:--____: Fri:_ �OA.1t'.__..
••• ••
(Ps:—zi:_-,z w:e— 1—Wi�zeOs9:= Frg_ NM FL_
•••• i
F.y .____, Nene
• • '
Where to Obtain Information
.
Meese,
Descri on S 1 Where to Bud • • • •
000 •• • '
t7sPi,eseaa ar a< 1277aW Iw m
•
7 •
McaaReaRklift Job lift
•. • •
RoDfIllave g Jeb she
O • •
•
Mameatdseto NOA
•
• • •
Reguhad Moment Reaidoce bif
•
Imo Rs00NOARwWmd•
• . •
e Calculated
Avera N
JUO Db2mvlons I=kngb NOA
w�wtdth
IffIlWaussaudbomandftloam of
SECTION 1524
HIGH VELOCITY HURRICANE ZONES- REQUIRM OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the rewired 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 designated space indicates that the
item has been explained
1. Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
2. Renailing-wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
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 owner provides the option of
maintaining this appearance.
® 5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions -should be corrected. • • • •
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so thellhe roof it hot : • •
overloaded from a build up of water. Perimeter/edge walls or other roof extensions may%1N this disc**g*e if , • • • • .
overflow scupperswall outlets are not provided. It maybe necessary to install overflow • • • • ' •' • •
( ) pr y ary mappers in oxo edance•
with the requirements o£ Chapter 15 and 16 herein and the Florida Building Code, Plubnb b e. 90:0610
...... ... .....
7. Ventilation: Most roof structures should have some ability to vent natural ai�Q8l4Qrroug;U e• • • • • •; •
interior of the structural assembly (the building itself). The existing amount of attic ventvatitmphall not be '.
reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered-architEct to $ksr &ge • • • •
the attic venting, venting shall not be required .•. • • • • • •
Ownees/Agent's Signature: Date: / ;EE
• •
Contractor's Signature:Permit Number:
Property Address: r lo I kve
TdUA1366 Roofing Systems
TGFU.R1306
Roofing Systems
Page Bottom
Roofing Systems
See General Information for Roofing Systems
BUILDING MATERIALS CORP OF AMERICA, DBA GAF
1361 ALPS RD
WAYNE, N] 07470 USA
2/10/ 14 10:49 AM
R1306
"Ruberoid@ 20" or "Ruberoid@ 20 HT" or "Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the
following Classifications.
1/2-1n. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@
Roofboard" or "DensDeck DuraGuardTM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the
resulting roofing system Is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum
board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardm Roofboard" are to
offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, It must be placed below the
overlayment board.
Multiple plies of "GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4" or "Tri -Ply@ Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck @
Roofboard," "DensDeck Prime@ Roofboard" or "DensDeck DuraGuardT Roofboard" in hot roofing asphalt.
"EnergyGuard7m Ultra" is an acceptable alternate to "EnergyGuardT RF" in any applicable Classification.
"GAF Stratavent@ EllminatorT00 Venting Base Sheet (Nallable)" may be mechanically attached or hot mopped over noncombustible decks and as
a recover over existing roof systems.
"GAFGLAS@ Perlite Insulation" may be utilized as a cover board over "EnergyGuardTm RF" insulation in any of the following systems.
Unless otherwise Indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation
adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuardTM EPS 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.
References to glass fiber insulation Include "EnergyGuard Fiberglass Insulation".
"EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. • • • •
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT • • • • • • • • • • • • •
•
Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Pty@ #75 Base Sheet", or "GAFGLIke$ "o ULTIMA") II;•a suitaB$•"•
alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4", or "GAFGLAS@ Ply I j 4the Class A, Boor C roof :• 6 •
systems indicated below.
• • •000.6 0 000•
The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavenf*fflminator*l Venting Base • •
Sheet (Perforated)" or "GAF Stratavent@ EllminatorT Venting Base Sheet (Nailable)." Perforated base sheets to be *wse laid of hilly $dhered' • • • •
with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. •
000000 •• • 006004
As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet' or "Tri -Ply@ #75 Base Sheer&G.GjFGLAS@ #$Q ULTIMA" •
or "GAF Stratavent@ EliminatorTM Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass liber ply sheet 1"' 3,Wj. S@ Ply • • • •
4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6") as the nailed base ply in the following systems. 6 •• •
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. • • • ; • • • •
Unless otherwise Indicated, all Insulations may be hot mopped or mechanically fastened.
"GAFGLAS@ Flashing" or "Ruberoid@" may be used for Flashing in any of the Class A, B or C systems listed below.
When "periite" is referenced, this Includes "GAFTEMP PERMALITE@" or any other UL Classified perlite insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed.
http://database.ul.com/cgi-bin/XYV/template/USOCT/1FRAME/showpa...d=1073741824&version=verslonless&parent Id=1073993597&sequence=i Page 1 of 54
i 6V..111386 - Roofing Systems
2/10/14 10:49 AM
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 Th -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 3A -in. thick perlite board and deck with rosin paper (perlite/rosin
paper/polystyrene/perlite) is a suitable alternate for polylsocyanurate board in the following Class A, B or C systems.
"EnergyGuardT" RA" or "Tapered EnergyGuardT" RA" or "EnergyGuardT" Composite RA" may be substituted for any Atlas Roofing Corp.
polylsocyanurate Insulation in any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS@ #80 Premium 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 Permalite Recover Board" may be used in lieu of any perlite 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® Fires MB" at 2�h
to 3-gal/100-f:2.
"Ruberotd@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberold@ 20 HT"
"Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classification.
Class A
1. Deck: C-15/32 Incline: 3
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or Polylsocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanu rate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type Gi or "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped.
Surfacing: — Gravel.
2. Deck: C-15/32
Incline: 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocya nu rate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6".
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS@
EnergyCap— BUR Mineral Surfaced Cap Sheet."
3. Deck: NC Incline: 2
Insulation (Optional):— Oneor more layers perlite, wood fiber, glass fiber, Polyisocyanurate, urethane, perlite/poly�so�ya+laurate
composite, fiber/Polyisocyanurate
wood composite, phenolic, 2 -In. maxim:om. • • • • •
Ply Sheet; —Two or more P Type GI GAFGLAS@ Ply "Tri • •
000806
•
4", -Ply@ Ply 4" or GAFGLASO Ply 60• • • : • • • •
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap "Tri
•
Sheet" or -Ply@ Mineral Surface�l6Crapeet" or "Gi(6tAS@
EnergyCapT" BUR Mineral Surfaced Cap Sheet."
• �. •; •
•
•09.00 •
4. eck: C-15/32 Incline: 1
:0660: •
•06 60 •
0000 • •
0 •906.6
Slip Sheet (Optional): — Red rosin paper, nailed to deck. 0000 6
0 •
•0: 6 9
•
Insulation (Optional): — Any thickness perlite or wood fiber or lass fiber or I i • • 6 6 • • . • • 6 6 6 9 6
9 po y socyanurate mecha� �cej1ly� fastenef1p; A$tfered w;;:::
OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation
adhesive.
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" (may be:0114ry •
Ply Sheet: — One or more plies Type Gl "GAFGLAS@ Ply "Tri
.
• 6
4" or -Ply® Ply 4 or GAFGLAS@ Ply 6". e • • •
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap "Tri
9 0 00 • •
Sheet" or -Ply® Mineral Surfaced Cap $heet" o4d'G•AMtAS@
EnergyCapT" BUR Mineral Surfaced Cap Sheet."
6 •
000
Surfacing (Optional): — ""TOPCOAT@ EnergyCoteT" Elastomeric Coating" applied at a rate of 2-gal/102. 0 :060
331ft
000800
6 6
S. Deck: NC
Incline: 3
Base Sheet* — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet".
Ply Sheet: — One or more plies Type G3 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6".
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@
EnergyCapT" BUR Mineral Surfaced Cap Sheet."
http://database.ul.com/cgi-bin/XYV/template/USEXT/1FRAME/showpa... d=1073741824&version=versionless&parent_id=1073993597&sequence=1 Page 2 of 54
MIAMI-DADE COUNTY
MIAMNDADE ` PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
-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 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 falls 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: GAF ConventionaFBuilt-Up Roof System for I Wooid(Deeks.
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 cb Mtge in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pfoduct,.....
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure fo ad4ly with any section
of this NOA shall be cause for termination and removal of NOA. 6 • • 6 .. . • 9999..
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F14fiWgnd foJ4yvp6.by the •
expiration date may be displayed in advertising literature. If any portion of the NOA is displayetC then it'shall be done
in its entirety.
.. .. .. . 9999..
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufact: rei:og its di%tribu4ors and,,.,:,
shall be available for inspection at the job site at the request of the Building Official. :09666 6 0
. •9066.
.. 9999
This NOA revises and renews NOA No. 07-1219.09 consists of pages 1 through 17. 000 •
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0424.09
MIAMbDADE COUNTY --
... , Ea:piration Date: 11/04/14 -
Approval Date: 10/31/13
Page 1 of 17
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category:
BUR
Material:
Fiberglass
Deck Type:
Wood
Maximum Design Pressure:
-75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Dimensions
GAFGLAS®#75 Base
39.37" (1 meter)
Sheet
Wide
GAFGLAS® #80 Ultima'"
39.37" (1 meter)
Base Sheet
Wide
GAFGLAS® F1exPly'*m 6
39.37" (1 meter)
Wide
GAFGLAS® Ply 4
39.37" (1 meter)
Wide
TABLE 1
Test Product
Specification Description
ASTM D 4601 Type H asphalt impregnated and coated glass mat
base sheet.
ASTM D 4601 Type II asphalt impregnated and coated, fiberglass
base sheet.
ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt
coating.
ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt
coating.
GAFGLAS® Mineral 39.3T'(1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced
Surfaced Cap Sheet
Wide
with mineral granules.
GAFGLAS® EnergyCap'*m
39.37" (1 meter)
ASTM D3909
Asphalt coated, glass fiber mat cap sheet surfaced
BUR Mineral Surface
wide
with mineral granules with factory applied
Cap Sheet
EnergyCote"'
GAFGLAS® Strataven?
39.37' (1 meter)
ASTM D 4897
Fiberglass base sheet coated on both sides with
EliminatormPerforatedWide
asphalt. Surfaced on the bottom side with mineral
Venting Base Sheet
granules embedded in asphaltic coating with factory
perforations.
GAFGLAS® Stratavene
39.3T'(1 meter)
ASTM D 4897
0000
A nailable, fiberglass bast shp8timpreg!Me*d and
EliminatormNailable
Wide
coated on both sides with & haft. SurfaNd obi the
'.
Venting Base Sheet
bottom side with mineral •mules embeddeain
**see:
0000.
asphaltic coating.
• • • • • •
Ruberoid® SBS Heat-
39.37" (1 meter)
ASTM D 6164
0000
Non -Woven Polyester mat'cbMed witYpolymer-
66; 660
Weld's Smooth
Wide
modified asphalt and smdoU surfaced.. • • . • .
• • • • •
.. ..
0000..
Ruberoid® SBS Heat-
39.37" (1 meter)
ASTM D 6164
Non -Woven Polyester m�tt�ted with polymer-
polymer-
• 0
Weld"m 25
Wide
modified asphalt and smdbth suffaced....;.
660600
Ruberoid® 20
39.37" (1 meter)
ASTM D 6163
.
SBS modified asphalt base shee; reinforceaarkh a
• • •
Wide
glass fiber mat. 000 •
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 2 of 17
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Ruberoid® Mop Smooth 39.37' (1 meter) ASTM D 6164 Non -woven polyester mat coated with polymer -
wide modified asphalt and smooth surfaced.
FireOe Fire Barrier 5, 55 gallons Proprietary Low VOC, water based fire barrier coating.
Coating
VersaShieie Fire 350 sq ft. roll ASTM D 226 Non -Asphaltic Fiberglass -Based Underlayment.
Resistant Roof Deck
Protection
Topcoat® Surface Seal 5 gallons ASTM D 6083 Solvent based sprayable thermoplastic rubber
SB sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
EnergyGuardTM Polyiso Insulation Polyisocyanurate foam insulation GAF
EnergyGuard"' RA Polyiso Insulation Polyisocyanurate foam insulation
EnergyGuarC RN Polyiso Insulation Polyisocyanurate foam insulation
EnergyGuarC Perlite Roof Insulation Perlite insulation board.
EnergyGuardTM Perlite Recover Board Perlite recover board
EnergyGuardm RA Composite Polyiso Polyisocyanurate foam insulation with high
Insulation density fiberboard or Permalite perlite
insulation
SecurocV Gypsum -Fiber Roof Board Gypsum roof board
StructodeV High Density Fiber Board High density fiber board
GAF
GAF
GAF
.�
GAF
• USG
Corpgvn
..00.0
Biva kiJge Fibw Inc.
• ,
oa;d,
060.64
000666
0000..
0000..
0000
.
0000.
.. ..
66 6
666666
0000..
. .
0
. .
. .
666666
0000..
0
.
:Goes:
0000..
66 6
6666
6 6
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 3 of 17
APPROVED FASTENERS:
Does
. . 0000 0000..
TABLE 3
soa
Fastener
Product
Product
Manufacturer
Number
000000 • . •
Name
Description
Dimensions
(With Current NOA)
1.
Drill -Tec"'
#12 Fastener
Insulation fastener for steel,
various
GAF
•0009••• • DOD••
wood & concrete decks.
•• •• •• • •0999•
2.
Drill -Tec"'
#14 Fastener
Insulation fastener for steel,
various
GAF
wood & concrete decks.
3.
Drill-Tec'*m
XHD Fastener
Carbon steel extra heavy duty
Various
GAF
00*0
fastener used in steel decks.
MMaADE
4.
Drill -Tec"'
ASAP 3S
Drill-TecTM #12 Fastener
Various
GAF
with Drill-TecTM 3" Standard
Steel Plate
5.
Drill -Tec'
3" Steel Plate
Round galvalume stress plate
3" round
GAF
used with Drill -Tec"'
fasteners.
6.
Drill -Teem
3" Standard Steel
Round galvalume plated steel
3" round
GAF
Plate
stress plate with reinforced
ribs for use with Drill-Tec"m
fasteners.
7.
Drill -Tec"'
AccuTrac® Flat
AZ -SS aluminized steel plate
3" square
GAF
Plate
for use with Drill -Tec"' #12
Fastener, Drill -Tec"' #14
Fastener and Drill -Tec"' #15
Fastener.
8.
Drill -Tec"'
AccuTraco
Galvalume Steel plate for use
3" square
GAF
Recessed Plate
with Drill -Tec"' fasteners.
Approval Date: 10/31/13
Page 4 of 17
Does
. . 0000 0000..
. .
soa
•o•e•e .o 0990:6
000000 • . •
0000••
0000 a
• • 0000••
•0009••• • DOD••
• • • • .
•• •• •• • •0999•
•
o•o•o• • •
•• a •••• • •
00*0
NOA No.: 13-0424.09
MMaADE
;ui
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 4 of 17
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Description
Factory Mutual Research Corp.
J.I.2B8A4.AM
4470
Ll. 3B9Q 1.AM
4470
J.I.ODOA8.AM
4470
J.I.ODIA8.AM
4470 - TAS 114
J.I.OY9Q5.AM
4470 - TAS 114
•6i•••
3029832
4470 - TAS 114
PRI Asphalt Technologies, Inc.
GAF -084-02-01
ASTM D 6083
6666••
GAF -314-02-01
ASTM D 2178
GAF -315-02-01
ASTM D 2178
6666
GAF-276-02-01Rev
ASTM D 6083
• •
GAF -276-02-02
ASTM D 226
GAF -270-02-02
ASTM D 226
IRT of S. Fl.
02-005
TAS 114
••6••9
02-014
TAS 114
Trinity I ERD
G6850.08.07-1
ASTM D 3909
•• 6•
G34140.04.11-4
ASTM D 6401
G30250.02.10 -3-R1
ASTM D 3909
6••6•••
G34140.04.11-5
ASTM D 4897
G34140.04.11 -5-R1
ASTM D 4897
• •
G34140.04.11-2
ASTM D 6163
Date
07/02/97
01/08/98
07/09/99
07/29/94
04/01/98
05/11/07
05/09/06
08/23/11
08/23/11
12/16/10
11/15/10
11/15/10
01/18/02
03/22/02
08/13/07
04/25/11
11/26/12
04/25/11
10/18/13
04/25/11
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 5 of 17
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 5 of 17
APPROVED ASSEMBLIES
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ftp
EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation, EnergyGuardTM RA Composite
Polyiso Insulation
Minimum 1" thick N/A N/A
EnergyGuardTM Perlite Recover Board
Minimum %2" thick
EnergyGuardTM Perlite Roof Insulation
Minimum %" thick
N/A N/A
N/A N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the
EVT range and at a rate of 20-40 lbs/100 ftp. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Composite insulation panels may be used as a top layer placed with the polyisocyanurate
side facing down. GAF requires either a ply of GAFGLAS® Stratavene EliminatorTM Perforated Venting Base
Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all
isocyanurate applications.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieie Fire -Resistant Roof Deck Protection or
(optional) SecurocV Gypsum Fiber Roof Board.
Anchor sheet: GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® Stratavene Eliminatofm Nailable
Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid®
Heat-WeldTM 25 base sheet mechanically fastened as described below; 0000
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Blse pget or;fY84bove .... •
anchor sheets attached to deck with approved annular ring shank nails and tin c1P9 at 3 '.
fastener spacing of 9" o.c. at the lap staggered and in two rows 12"'o.60*1 in the field. 0 090006
(Maximum Design Pressure —45 psf, See General Limitation #7; • • • •
GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #75 BaslsSt et or aiiy of above
anchor sheets attached to deck with Drill-Tedrm #12 Fastener, Drift-*te"d4* #14 aa'sener ando
.. . ......
Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or DM T. cTM Accu.Trac® •
Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. 'the etljer rowis are jequally. .,,;,
spaced approximately 12" o.c. in the field of the sheet. . . :09000 . .
(Maximum Design Pressure ,4S psf, See General Limitation #7)0..' i 0000 i""i
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 6 of 17
GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above anchor 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 UltimaTM Base Sheet, Ruberoid®20, Ruberoid® Mop Smooth, base sheet
attached to deck with approved 1'/4" 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 anchor sheets attached to deck with Drill-
TecTM #12 Fastener, Drill-TecT #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TecTM
AccuTrace Flat Plate or Drill-TecTM AccuTraco 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 of above anchor 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)
GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-
TecTM #12 Fastener or Drill-Tedm #14 Fastener and 3" Drill-TecTM 3" Steel Plate, Drill-
TecTM AccuTrace Flat Plate or Drill-TecTM AccuTrace 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 psf, See General Limitation #7)
Base Sheet: Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® 480 UltimaTM Base
Sheet, GAFGLAS® Stratavene Eliminatofm Perforated Venting Base Sheet, Ruberoid®
Mop Smooth, Ruberoie 20, Ruberoid® SBS Heat-WeldTM Smooth or Ruberoid® SBS Heat-
WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation
#4).
Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet or GAFGL'AS8.#80
Ultima Base Sheet adhered in a full mopping of approved asphalt appliedwithin the *gVT
range and at a rate of 20-40 lbs./sq. .. • 0
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 7 of 17
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCapTM BUR 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.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions.
1. Gravel or slag applied at 4001bs./sq. and 3001bs./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 above.
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 8 of 17
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 8 of 17
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer
adhered with approved asphalt.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation for Base Layer Insulation Fasteners
Fastener
(Table 3)
Density/ftz
EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation
Minimum 1.3" thick
1, 2, 3 or 4
1:3 ft2
EnergyGuardTM RN Polyiso Insulation
Minimum 1.4" thick
1, 2, 3 or 4
1:3 ft2
EnergyGuardTM RA Composite Polyiso Insulation
Minimum 1.5 thick
3
1:3 ft2
EnergyGuardTM Perlite Roof Insulation
Minimum W thick
1, 2, 7 or 8
1:2 ft2
StructodeV High Density Fiberboard
Minimum 1" thick
1, 2, 7 or 8
1:4 ft2
Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed
are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be
increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening
details). GAF requires either a ply of GAFGLAS® Stratavene EliminatorTM Perforated Venting Base Sheet
laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all isocyanurate
applications.
Insulation for Top Layer (Table 2) Insulation Fasteners Fastener
(Table 3) Density/ftp
Any of the insulations listed for Base Layer, above. N/A N/A
0000
StructodeV High Density Fiberboard, EnergyGuardTM Perlite Recover Board • • • • • • • • • • • •
. •
Minimum V2" thick N/A609:00 •• %T/40 0 0 0.
Note: Optional top layer of insulation shall be adhered with approved asphalt within the Ulff•range and at a o 0..
•
rate of 20-401bs./100 W. Please refer to Roofing Application Standard RAS 117 for insvWd'q attacblq� 000 •
Composite insulation boards used as a top layer shall be installed with the polyisocyanurafe face do*n. 80:949
•
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Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire Resistant Roof De&k "ection of • • • •
(optional) SecurockTM Gypsum Fiber Roof Board. • • • • • • •
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 9 of 17
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima Base
Sheet, GAFGLAS® Ply 4, GAFGLAS® FlexP1yrm 6, GAFGLAS® Stratavene Eliminator -
Perforated Venting Base Sheet laid dry, Ruberoie Mop Smooth or Ruberoid®20 directly over
the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT
range and at a rate of 20-40 lbs./sq. (See General Limitation #4).
Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPly'm 6 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. (See specification number for appropriate number of plies).
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM
BUR 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. (See GAF application instructions for approved
method of installation).
Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions
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: -45 psf, (See General Limitation #7)
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 10 of 17
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 10 of 17
Deck Type 1I: Wood, Insulated
Deck Description: 19/32 1 or greater plywood or wood plank
System Type C: One or more layers of insulation simultaneously attached; Base layer optional.
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation for Base Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardTM RN Polyiso Insulation, EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso
Insulation
Minimum 1.3" thick N/A N/A
EnergyGuardTM Polyiso Insulation
Min. 1.4" thick
N/A
N/A
EnergyGuardTM RA Composite Polyiso Insulation
Minimum 1.5" thick
N/A
N/A
EnergyGuardTM Perlite Recover Board
Minimum %" thick
N/A
N/A
StructodeV High Density Fiber Board
Minimum 1" thick
N/A
NIA
Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation
panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be
increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. GAF requires either a ply of GAFGLAS® Stratavene EliminatorTM Perforated Venting
Base Sheet laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay board on all
isocyanurate applications.
Insulation for Top Layer Insulation Fasteners
(Table 3)
EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation
Minimum 1.3" thick 1, 2, 3 or 4; . •,
EnergyGuardTM RN Polyiso Insulation .:::096 669•.
Minimum 1.4" thick 1, 2 or 3 goo***
•9.6
EnergyGuardTM RA Composite Polyiso Insulation ... • •
Minimum 1.5 thick 3 • • • • • 6
EnergyGuardTM Perlite Roof Insulation ::.:Soo
Minimum W thick 1, 2, 7 or 8; •
StructodeV High Density Fiber Board ! .0.
Minimum 1" thick 1, 2,7 or 8 •
Fastener
Density/fe
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 11 of 17
Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of
fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavene
Eliminatoem Perforated laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay
board on all isocyanurate applications.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or
(optional) SecurockTM Gypsum Fiber Roof Board.
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima'' Base
Sheet, GAFGLAS® Ply 4, GAFGLAS F1exP1y7m 6, GAFGLAS® Stratavene Eliminatofm
Perforated Venting Base Sheet laid dry, Ruberoid® Mop Smooth or Ruberoid® 20 directly over
the top layer of insulation. Adhere with any approved mopping asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq. If base sheet is applied directly to polyisocyanurate
insulation only a spot or strip mopped application as detailed in this approval the use of an
overlay board is approved; see General Limitation #4.
Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® F1exPly1m 6 ply sheet 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 ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM
BUR 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.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions.
1. Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respectively in a flood coat
of approved asphalt at 60 lbs./sq.
2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq.
Maximum Design
Pressure: 45 psf, (See General Limitation #7)
NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 12 of 17
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 12 of 17
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type D: Insulation and Base sheet simultaneously
All General and System Limitations shall apply.
One or more layers of any of the following insulations.
Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardTM Polyiso Insulation, EnergyGuardTM RA Polyiso Insulation
Minimum 1.3" thick N/A N/A
Structodek® High Density Fiber Board
Minimum 1" thick N/A N/A
Fire Barrier: FireOufm Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or
(optional) SecurockTM Gypsum Fiber Roof Board.
Base Sheet: Install one ply of GAFGLAS4#75 Base Sheet, GAFGLAS® #80 Ultima.TM Base Sheet,
GAFGLAS® Stratavene EliminatorTM Nailable Venting Base Sheet or Ruberoid® 20 base
sheet applied over the loose laid insulation with 2" side laps mechanically fastened as
described below;
Fastening Options: Drill-TecTM #12 Fastener or Drill-Te6m #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-
TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTraco Recessed Plate is installed through
the base sheet and insulation in 3 rows 12" o.c. 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)
Drill-TecTM #12 Fastener or Drill-TecTM #14 Fastener and Drill-TecT 3" Steel Plate, Drill-
TecTM AccuTrace Flat Plate or Drill-TecT AccuTrace Recessed Plate is installed through
the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3
rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid®20, Ruberoid® Mop Smooth, base sheet
attached to deck with approved annular ring shank nails with a minimum embedment of 1"
into the wood substrate 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 fie• • •
membrane. • • • • ' • ""
(Maximum Design Pressure —60 psf, See General Limitation #7) •' •
...... .. ......
Drill-TecTM #12 Fastener and Drill-TecT #14 Fastener and Drill -Tee's 3 Steel Plate, Drill- ; . • .. ;
TecTM AccuTraca Flat Plate or Drill-TecTM AccuTrace Recessed Plata hig rowsoIXA.G. '
One row is in the 2" side lap. The other rows are equally spaced appfftftiately 9" o.c. in the • • • •
field of the sheet. 94:09:
(Maximum Design Pressure —60 psf, See General Limitation #7) • • • • • • • • •
Ply Sheet: One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6 or QAFGL•AS® #"Ultima ' • • •
Base Sheet adhered in a full mopping of approved asphalt applied v4 Shia Ike EVt rano: and • • • •
at a rate of 20-40 lbs./sq.
MIAMI•DADE COUNTY
NOA No.: 13-0424.09
APPROVED Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 13 of 17
Y ( , •
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCapTM BUR 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.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions
1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat
of approved asphalt at 60 lbs./sq.
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Above
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• • NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 14 of 17
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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: FireOufm Fire Barrier Coating, VersaShieie Fire Resistant Roof Deck Protection or
(optional) SecurockTM Gypsum Fiber Roof Board.
Base sheet: GAFGLAS® #80 UltimOT Base Sheet, Stratavene Eliminatorrm Nailable Venting Base
Sheet, Ruberoie 20, Ruberoid® SBS Heat-Weldrm Smooth or Ruberoid® SBS Heat-
We1dTM 25 base sheet mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 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® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above
base sheets attached to deck with Drill-Tecrm #12 Fastener or Drill-TecTM 414 and Drill-
TecTM 3" Steel Plate, Drill-TecTM AccuTrace Flat Plate or Drill-TecT 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.
(Maximum Design Pressure -45 psf, See General Limitation #7)
GAFGLAS® Flex-P1yTM 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 9ff-o.c.' in the field.'
(Maximum Design Pressure -52.5 psf, See General Limitation #7),
GAFGLAS® 480 UltimaTM Base Sheet, Ruberoid®20, Ruberoid® Mop Smooth, base sheet
attached to deck with approved 1 %4" 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-Tecrm
#12 Fastener or Drill-TecTM #14 Fastener and Drill -Tec rm 3" Steel Plate Drill iKe em *goo:*
AccuTrace Flat Plate or Drill-Tecrm AccuTrac® Recessed Plate 12 ; Q In 4 r%v% Ove .
row is in the 2" side lap. The other rows are equally spaced apprg76igW%Iy 9" o.c. ince • • • • •
field of the sheet. 660:66 •
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(Maximum Design Pressure -60 psf, See General Limitation #7) .... •
. . 6666.. 6666.
Any of above Base sheets attached to deck approved annular ring ""yails and 3". ..: • •
inverted Drill-TecTM insulation plates at a fastener spacing of 9" o" U Oe 4" lap staggered • • • • • •
in two rows 9" in the field.6666.. •
(Maximum Design Pressure -60 psf, See General Limitation #7): 0 • 0 • .....
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NjOA N 13=4424.09 _
Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 15 of 17
i 1 ,
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecTM
#12 Fastener or Drill-TecTM #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-Tecrm
AccuTrace Flat Plate or Drill-TecTM AccuTrace 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 psf, See General Limitation #7)
My, 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 ply of GAFGLAS® Mineral" Surfaced Cap Sheet or GAFGLAS®
EnergyCap rm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must be applied according to manufacturer's application instructions
1. Gravel or slag applied at 400 lbs./sq. and 3001bs./sq. respectively in a flood
coat of approved asphalt at 60 lbs./sq.
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Above
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
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NOA No.: 13-0424.09
Expiration Date: 11/04/14
Approval Date: 10/31/13
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WOOD DECK SYSTEM LEVIITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex P1yTM 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum'/V Dens DeckTM Roof Board or 1/2" 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 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4'x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered 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 referral, within
this NOA, General Limitation #9 will not be applicable.) 0 0 0 0000 0 608090
8. All attachment and sizing of perimeter nallers, metal profile, and/or flashing termination •designs shalltMfo*n to 0.
Roofing Application Standard RAS 111 and applicable wind load requirements. • • 0:64 • • fee***
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure Zdfiffo.e. field, ' LOGO:
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for•eMaced f1stesg at • • • • •
enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specific�ly 09:069
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 Flo • • • • • • • • • • • •
p q ty nc�,$�lding Code and •
Rule 9N-3 of the Florida Administrative Code. ; • ; . • *see:
END OF THIS ACCEPTANCE
......
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NOA No.: 13-0424.09
IAPPRMIAMbDAD; COUNTY Expiration Date: 11/04/14
Approval Date: 10/31/13
Page 17 of 17
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