RF-17-2353BUILDING
PERMIT APPLICATION
El BUILDING ❑ ELECTRIC
Miami Shores Village
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
RECEIVED
OCT 03 011
S
FBC-i
2O
Master Permit No. FI'1I1 .2-3s3
Sub Permit No.
ROOFING ❑ REVISION ❑ EXTENSION dRENEWAL
❑PLUMBING ❑ MECHANICAL Ej PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 111 -
City:
E
City: Miami Shores
County:
Miami Dade Zip: 3 6-
Folio/Parcel#: ti -LZ 3-2'0 Z.€ 3 > ) Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 1,01-a O), -at -( (,‘✓V► O 1,66 Phone#:
Address:
(l�l� Nti 1 b 57
City: L& • k o (1,12/3 State: (✓ L Zip: rho
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: POG/' 4144-4, AD t
Address:` L Q%(9 b s t.0 ',co ,N/'. 4 `b(0,
ILL City: aw State: F
Qualifier Name: /L-)
d -G
Phone#:
Zip: y3� &')
Phone#:
State Certification or Registration #: aCE., 13- l; o Z) Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace ❑ Demolition
Description of Work: ILL t
ro RE 2ir Zka 1
Specify color of color thru tile:
Submittal Fee $ 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 $ 3 • 3
(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 gooc(faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
ff2" day of d , 20 1 ) , by
i fl /a O/a j Ury o%, who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
*********************************
APPROVED BY
(Revised02/24/2014)
Signature
CONTRACTOR
The foregoing instrument was
/ _�acknowledged before me this
day of// o'i�` , 20 / , by
.!40/11 r 41,6ijP S , who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
Rfia F7
I. MY COMMISSIGG102782
EXPIRicS June 04, 2021
* s****sss****sss*sss************s*****s**s*s*********s**sss*s******
Plans Examiner Zoning
Structural Review Clerk
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC
0PLUMBING ❑ MECHANICAL
Miami Shores Village
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
FBC 20/3 --
Master Permit NoJ F/5 _ 2edi
Sub Permit No.
14OOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
0PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: L l? S /(-f c/ 0 5 sr -
4"1 r -
City: Miami Shores County: Miami Dade Zip: 33/ 5O
Folio/Parcel#: / / - ZZ 3 2-- O Zai' 02 Si Is the Building Historically •++ : • to • • s • NO
`,.. .1
Occupancy Type: S r Load: Construction Type: Flood Zone: "n - LU., iii FFE:
ifa
OWNER: Name (Fee Simple Titleholder): /7D /O%G Ci.-4'-7621vr) c%-2 Phone#: 7i4' /' %%/y
Address: / l )G /v E / U sr
City: i'L• Sh t24 s State: F
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: e r2
Address: / `2 PLED S 4.0 / %' r''e 36,
Phone#:
Zip: 3 / 3cP
Phone#:30.. -
City: ice--/ /'9—xi') i State: / e- Zip: J3/,:
Qualifier Name: A &t)G(f 1 F / 7 /€J Phone#:303-24-33--
State
0373JJState Certification or Registration #: 6/ 3c4o cc)—/ Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ /J / 1/4,17:2 0 - 0 6
Type of Work: ❑ Addition ❑ Alteration
Description of Work: ezyi 0 cc
3 "
Sqnea
re/LirFootage of Wor 9/3(e:7
❑ New 2/Repair/Replace ❑ Demolition
26 ys s-(2// , oe-A-/
Specify color of color thru tile: b()
Submittal Fee $ 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 exce'edi
promise in good faith that a copy of the notice of commencement and construction lien law brochure will b
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must%be
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such
inspection will not be approved and a reinspection fee will be charged.
e applicant must
to the person
he job site
tice, the
Signature
OWNER or AGENT
The foregoing instrument was acknowledged b
a) day of r
Ab�oil a
01,,,„).,016e
me or who has produced
,2w�,
, who is personalfy.(cn
�dt lis
• r-
identification and who did take an oath.
NOTARY PUBLIC:
Sig
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of A 0 i) , 20 / by
,Q 6Mi / e&. -->i lis who is personally known to
y✓ho has produced as
ft
r�F of
(407) 398-0153
uF(AULPEF
s
MY COMMISSION #FF023828
EXPIRES June 4, 2017
FloridallotaryServlce.com
APPROVED BY
(Revised02/24/2014)
"^ti,• egtification and who did take an oath.
NOTARY PUBLIC:
A
o: al
�E1�1]t:1,/
>eg oFrti°P
(407) 398.0153
/RAU
!�I CLtwMla Ij4 AFI ..
EXPIRES June 4, 2017
FloridallotarySe rvice.com
�= Plans Examiner Zoning
Structural Review Clerk
rty Search Application - Miami -Dade County
Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-2232-028-0281
Property Address:
1175 NE 105 ST
Miami Shores, FL 33138-2126
Owner
ABIOLA OLAJUMOKE
NATALI OLAJUMOKE
Mailing Address
1175 NE 105 ST
MIAMI SHORES, FL 33138 USA
Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
BedslBathslHalf
3/2/0
Floors
1
Living Units
1
Actual Area
2,284 Sq.Ft
Living Area
1,888 Sq.Ft
Adjusted Area
1,956 Sq.Ft
Lot Size
8,412.8 Sq.Ft
Year Built
1955
Assessment Information
Year
2015
2014
2013
Land Value
$103,873
$143,048
$100,312
Building Value
$152,763
$135,292
$102,213
XF Value
$7,002
$7,076
$7,177
Market Value
$263,638
$285,416
$209,702
Assessed Value
$263,638
$285,416
$209,702
Benefits Information
Benefit
Type
2015
2014
2013
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
MIAMI SHORES ESTATES PB 47-58
E1/2 OF LOT 12 BLK 2
LOT SIZE 76.480 X 110
OR 18673-021604 1999 4
Generated On : 11/2/2015
Taxable Value Information
Previous
2015
2014
2013
County
Exemption Value
$0
$0
$0
Taxable Value
$263,638
$285,416
$209,702
School Board
Exemption Value
$0
$0
$0
Taxable Value
$263,638
$285,416
$209,702
City
Exemption Value
$0
$0
$0
Taxable Value
$263,638
$285,416
$209,702
Regional
Exemption Value
$0
$0
$0
Taxable Value
$263,638
$285,416
$209,702
Sales Information
Previous
PriceSale
OR Book-
Page
Qualification Description
08/06/2013
$386,000
23840
Qual by exam of deed
11/01/2012
$243,539
28424-
Financial inst or"In Lieu of Forclosure"
2000
stated
08/23/2012
$200,000
28263-
Financial inst or "In Lieu of Forclosure"
2306
stated
04/01/1999
$0
18673-
Sales which are disqualified as a result
0216
of examination of the deed
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 Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/
11/2/2015
007991
Local Business Tax Receipt
Miami -Dade County, State of Florida
-THIS IS NOT A BILL DO NOT PAY
5338967
BUSINESS NAME/LOCATION
EXTREME ROOFING INC
19800 SW 180 AVE STE 363
MIAMI FL 33187
OWNER,
EXTREME ROOFING 1NC
C/O NAOMI F FUENTES PRESIDENT
Worker(s) 4
RECEIPT NO.
RENEWAL
5576435
LBT
EXPIRES
SEPTEMBER 30, 2018
Must be displayed at place of business
Pursuant to County Code
Chapter 8A - Art. 9 & 10
SEC. TYPE OF BUSINESS
196 SPECIALTY BUILDING CONtI?AACTOABY t (cXI LECTO D
CCC1326021 +c 11 EcroR
.0" 0:5400A9.5/21/201.7_.•
I7CARD-17-060993
This local Business Tax Receipt only confirms payment of the
permit, or a certification of the holder's qualifications. to tfainI with
any not a govelicenrnmental
or nongovernmental regulatory laws end requir ?ihrynevitli governmental
em
The RECEIPT ND.
„•. !?!lt?i ptA m, + t isits ►ltllami-Dade Coda Sec 86-276.
1,4minro: !>V nfe*'tiaavhnteollector
RICK SCOTT, GOVERNOR
LICENSE NUMBER
CCC1326021-`.-
KEN LAWSON, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
The ROOFING CONTRACTOR. —
tNamed•below`IS.CERTIFIED
;,Under"the,provisions.of Chapter 489 FS:--.
--Expiration date: AUG 31; 2016...
FUENTES=NAOMI-FELINA7- -- -
_,EXTREME-ROOFING.INC-- .- -
+'`6322,S:Wf139TH:COURT
MIAMI ,. --AFL 331834.--
ISSUED: 07/28/2014
4
•4
w y ,tip
\1.Z
\\\*•,
`k , -
DISPLAY AS REQUIRED BY LAW
SEQ # L1407280000863
01280
Local Business Tax Receipt
p
Miami—Dade County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY
5338967
BUSINESS NAME/LOCATION
EXTREME ROOFING INC
19800 SW 180 AVE STE 363
MIAMI FL 33187
RECEIPT NO.
RENEWAL
5576435
LBT
EXPIRES
SEPTEMBER 30, 2016
Must be displayed at place of business
Pursuant to County Code
Chapter 8A - Art. 9 & 10
y — - �""-- �...............
1
I �i \j SEC. TYPE OF BUSINESS`
OWNER !!� ,ne . TYPE SPECIALTY BUILDING NES r•nNronr•-rrio P'4YMENT RECEIVED
EXTREME ROOFING mom, I -
Worker s) I o'er-' E
1/
/4 CCC1326021
$75.00 09/11/2015'x;.
CHECK -162349.-162349
tTh
4 .
1
This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license: ,
permit or 8 certification o the holders qualifications, to do business. Holder must comply with any governmental'
/or nongovernmental regulatory laws and requirements which apply to the b si "
/
u mess.
1 ---The RECEIPT NO. above must be displayed on all commercial vehicles - Mia`mi-Dade Cad •r• 8-216 # ', \._._,.. A
For more information, visit www. miamidede.qktem °nr
A�� h. CERTIFICATE OF LIABILITY INSURANCE
10/ 9/201° 5"'
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER (305)752-2260
Eastern United Insurance of Lago Mar, Inc.
JAIME DAR I O ORDONEZ E-037165
16782 N. Kendall Drive
MIAMI, FL 33196
NAME:AJaime Ordonez
PHONE 305
(A/c. No Exp: )752-2260 Ext.
FAX 752-2226
(A/C, No): (305 )
ADDRESS: J do#eu i l m . com
INSURER(S) AFFORDING COVERAGE
NAIC B
INSURER A : Western Heritage Insurance Company
INSURED EXTREME ROOFING INC.
19800 SW 180 Ave Lot 363
MIAMI, FL 33187
INSURER B : Progressive
04/10/15
INSURER C :
EACH OCCURRENCE
INSURER 0 :
DAMAGE TO RENTED
PREMISES (Ea occurrence)
INSURER E :
MED EXP (Any one person)
INSURER 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 OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
ADDL
INSR
SUBR
WVD
POLICY NUMBER
POUCY EFF
(MDD/YYYY)
POM/CY EXP
LI
(MNVDDIYYYYI
LIMITS
A
GENERAL
X
UABIUTY
COMMERCIAL GENERAL LIABILITY
CCP595378
04/10/15
04/10/16
EACH OCCURRENCE
$ 1,000,000
DAMAGE TO RENTED
PREMISES (Ea occurrence)
$ 50,000
MED EXP (Any one person)
$ 1 ,000
CLAIMS -MADE
X
OCCUR
PERSONAL BADV INJURY
$ 1,000,000
GENERAL AGGREGATE
$ 2,000,000
PRODUCTS - COMP/OP AGG
$ 1,000,000
GEN'L AGGREGATE
—X–I POLICY
LIMIT APPLIES
JECOT-
PER:
LOC
$
B
AUTOMOBILE
UABIUTY
ANY AUTO
ALL OWNED
AUTOS
HIRED AUTOS
X
SCHEDULED
AUTOS
NON -OWNED
AUTOS
01950188-0
11/23/14
11/23/15
COMBINED SINGLE LIMIT
(Ea accident)
100, 000
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$
PROPERTY DAMAGE
(Per accident)
$
$
UMBRELLA UAB
EXCESS UAB
OCCUR
CLAIMS -MADE
EACH OCCURRENCE
$
AGGREGATE
$
DED
RETENTION $
$
WORKERS COMPENSATION
AND EMPLOYERS' UABIUTY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
y / N
N / A
WC STATU-
TORY 1 IMITS
OTH-
FR
E.L. EACH ACCIDENT
$
E.L. DISEASE - EA EMPLOYEE
$
E.L. DISEASE - POLICY LIMIT
$
DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule,11 more space Is required)
ROOFING
CERTIFICATE HOLDER
CANCELLATION
I
Miami Shores Village Building Dept
10050 NE 2nd Ave
Miami Shores FL 33138
(305) 795-2204 Ext.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POUCY PROVISIONS.
AUTHORIZED REPRESENTATIVE
.1/3:2A..-'.'
ACORD 25 (2010/05)
®1988-2010 ACORD CORPORAI1ON. All rights reserved.
The ACORD name and logo are registered marks of ACORD
'
CERTIFICATE OF LIABILITY INSURANCE
Date
10/29/2015
Producer: Plymouth Insurance Agency
2739 U.S. Highway 19 N.
Holiday, FL 34691
(727) 938-5562
This Certificate is issued as a matter of information only and confers no
rights upon the Certificate Holder. This Certificate does not amend, extend
or alter the coverage afforded by the policies below.
Insurers Affording Coverage
NAIC #
Insured: South East Personnel Leasing, Inc. & Subsidiaries
2739 U.S. Highway 19 N.
Holiday, FL 34691
Insurer A: Lion Insurance Company
11075
Insurer 6:
Insurer c:
Insurer D:
Insurer E:
Coverages
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 of any contract or other document
with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate
limits shown may have been reduced by paid claims.
INSR
LTR
ADDL
INSRD
Type of Insurance
Policy Number
Policy Effective
Date
(MM/DD/YY)
Policy Expiration
Date
(MM/DD/YY)
Limits
GENERAL LIABILITY
Commercial General Liability
Claims Made Occur
1:3
Each Occurrence
$
Damage to rented premises (EA
occurrence)
$
Med Exp
$
Personal Adv Injury
$
General aggregate limit applies per:
D Policy ❑ Project ❑ LOC
General Aggregate
$
Products - Comp/Op Agg
$
AUTOMOBILE
LIABILITY
Any Auto
All Owned Autos All
Scheduled Autosiixl
Hired Autos
Non -Owned Autos
Combined Single Limit
(EA Accident)
$
Injury
(Per Person)
$
Bodily Injury
(Per Accident)
$
Property Damage
(Per Accident)
$
EXCESS/UMBRELLA LIABILITY
ROccur Claims Made
Deductible
Each Occurrence
Aggregate
A
Workers Compensation and
Employers' Liability
Any proprietor/partner/executive officer/member
excluded? NO
If Yes, describe under special provisions below.
WC 71949
01/01/2015
01/01/2016
X
I WC Statu-
tory Limits
I 1OTH-
ER
E.L. Each Accident
$1,000,000
E.L. Disease - Ea Employee
$1,000,000
E.L. Disease - Policy Limits
$1,000,000
Other
Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616
Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: tient ID: 8480-003
Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company":
Extreme Roofing, Inc.
Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s;, while working in: FL.
Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity.
A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562.
Project Name:
ISSUE 10-29-15 (TLD)
Begin Date 12/13/2012
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
10050 NE 2ND AVE
MIAMI SHORES, FL 33136
Should any of the above described policies be cancelled before the expiration date thereof, the issuing
insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to
do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives.
'
/
// /�...44 '
—$1014111!...44.4.41,,
Qo
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application For
Section A (General Information)
Master Permit No. L Process No.
Contractor'sT Name �r Pidi�c� ft�,`- ()Inc_
� t
Job Address r+ 1 AJ e% /0 5 S
ROOF CATEGORY
Low Slope 0 Mechanically Fastened Tile id Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood Shingles/Shakes
0 Prescriptive BUR -RAS 150
ROOF TYPE
❑ New roof 0 Repair 0 Maintenance jj Reroofing 0 Recovering
!/-- ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Le) (o Steep Sloped Roof AREA (SSF) / 7100 Total (SF)1;57(4'
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen-
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
at
A
io
z"\
7
;o
•
•
..
st •
•••
•_•
:
•.•
••• .
•
•.
▪ 111,
•
••
•
••
•
•••
..
•
••
..
..
•
•
•.
•.
• •.
••••
.
•
• :•
•
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
••
• 1
• I
.•
1
....!
• •1
• •
•• •
.• ..
•
•.•• • • • ••• • •
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) • •' • • •• • •• •• 15•,3%
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczcr Palacio Jun /1,,iel;:0:31:I :AM Onus: io terse
Agreement_ No further reproductions authorized. • • • • • • • • • • •
INTERNATIONAL CODE COUNCIL°.
1
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Fill in specific roof assembly components and identify
1 manufacturer
1
1
1
I
1
1
I
1
1
1
1
1
1 s�
1 Gauge/Thickness: 6 !
(If a component is not used, identify as "NA")
System Manufacturer. Y/
Product Approval No.: /3- /0 a c ' /'
Design Wind Pressures, From RAS 128 or Calculations:
P1: _ce
I • 1 P2: — ?•) P3: 10JI,0:1
Max. Design Pressure, from the specific Droduct
approval system: 5 a- •
Deck: I , • �?
Type: P Vvl VO0 0 C\
1
1
1
1
1
I Base Insulation Size and Thickness: /3 )/`r
Slope: O. D-\1--
Anchor/Base
-sAnchor/Base Sheet & No. of Ply(s):I (.21_y
An or/Base Sheet Fastener/Bonding Material:
I �''I r %, iib 1'14" /21ny toe. L.
Insulation Base Layer.
I.) 1 A
1
1 �`1 Top Insulation Layer: Ik' A
Base Insulation Fastener/Bonding Material:
i 3 1 i\
1
1
1
1
Top Insulation Size and Thickness: iO ) �A
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
3IA
PIy Sheet(s) & No. of Ply(s): Iy z 'P ! r cS
1
1
1
Ply Sheet Fastener/Bonding Material:
SI-vn 3 12_
Top Ply: 40 'ne
15.38
S 2174
INTERNATIONAL CODE COUNCILS
041,0Shop
Top Pj4 Fastener/Bonding Material:
/- s ID h •.U-+ rQ ST -1.4 3 t z
Surfacing: Iv J\
Fastener�L
Spacing for Anchor/Base
LSheet Attachment:
Field: "` " oc @ Lap, # Rows - , f@ " oc
/
Perimeter: F� " oc @ Lap, # Rows`7 @ " oc
Comer: lL' " oc @ Lap, # Rows 1-/ @ " oc
I
1
1
1
Number of Fasteners Per Insulation Board: 1
Perimeter /3/i• Comer /c�/s4
1
1
1
1
1
1
1
1
1
1
1
1
•••••• • •• ••
• • 1
• •
•
Field
/4!
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,
Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
FT. toIA
•
•
•
F
Parapet
Height
Ill
Mean
Roof
Height
••• •• • • •
•'
1
• ••• • • ••• •••
••
• • • • .• •• • • I • •
• •• . •• • •
•.• . • • • •
• • .•• • 1 •
• • •• • • •• •
••• •• •..• ••• 1 •
••• • • • • ••• • 1•
FLORIDA BUILDING CODE — BI ILDIVG, 54i F'U' IoN7201a) _
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezcr Palacio oR1!1un 209510:3! 12th pgrsuarlI to tic %se
Agreement. No further reproductions authorized. • • • • • • • • • • •
••• • • • ••• • •
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
rr�
Roof System Manufacturer: j 2 L-4 l�Gt'7.-)c, i i,L<<
Notice of Acceptance Number. 13 " tai -2-3_05
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: --/2 % P1: - 71-") P1: %0 D
Roof Slope:
�j : 12
Deck Type:
Type Underlayment:
Ridge Ventilation?
Insulation:
6,a;e 5 N/64
Fire Barrier:
Mean Roof Height: ) 0
to
Fastener Type & Spacing:
Adhesive Type:
I4f 7 TA1-6 Iyj su rk
i=teld rLoe4Lrap IoX
/-s,o,q-L4- /-13/2-
Type
ia-
Type Cap Sheet:
Roof Covering:
9 e ,t"'. •')6 Z-�-f ,St -//2--1,--)- _
Z5 -CK Aad G>,D I nr'•
SASo�y H2O
Type & Sim Drip
Edge:
3 2-&(4
•• ••• • • • • • ••
•
• •
• •
• •
•
•• ••• •• • • • ••
• ••• • • ••• •••
••
• • •
••
• •• • • •
• • • •• •
•• • •• • • •
• • • •
• •••• • • •
• •• ••
••• •• •••• • • •
••• • • • • ••• • •
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) • •• •• • • • •• • • • 15.yg
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Fliezcr Palacio on Juni& 3615•10.11Z: HI AM pursustt t.Liaensc
Agreement. No further reproductions authorized. • • • • • • • • • • • •
••• • • • ••• • •
INTERNATIONAL CODE COUNCIL
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
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 Mr with the values from M,. If the M, values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1`"'/Z•&x Jt0,3i3 =/3..3) - Mg: S:03= M„.S 3 Product Approval M, 3 /-
(P2:7/ -
'(P2:7/• 7 xX p,30 = 2-2-04) - Mg: 5,1;3 = M y`� 4" Product Approval M 5/ • 3
(P3 -/c* Oat/. a13 = )3. 0 ) - Mg:. 03= M, • ?7 Product Approval M, 3f -
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below
Product Approval M,
M, required Moment Resistance"
Mean Roof Height
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and
Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1: x L = x w: = ) - W: x cos 8 _ = Fr, Product Approval F'
(P2: x L = x w: _ ) - W: x cos 8 - = Frz Product Approval F'
(P3:_ x L _ = x w: = ) - W: x cos 8 = 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 pre-
pared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
JL
Product Approval
Restoring Moment due to Gravity
Me
Product Approval
Attachment Resistance
M,
Product Approval
.. ... . • • • .
Required Moment Resistance
M9
Calculated •
Minimum Attachment Resistance
F'
Product Approval :. _.
�
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval • .
. . •
All calculations must be submitted to the building official at the time of permit application. '. . • • • • . ;
15.40
INTERNATIONAL CODE COUNCIL
.
•
•
• ...
•
•
•
• ..
•
... . • • . ... • .
FLORIDA BUILDING CODE - BLaLDIZIG, 5t=I 1$1,11:10N:2013)
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczcr Palacio o2Jun +3,0! .11):3:I2:.M ptsuan=t& Elam
Agreement No further reproductions authorized. tool, • • • oast, • •
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
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: Saxony 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration
date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactulser or rte distfibut®rslai d •
• • •• • • • • •
shall be available for inspection at the job site at the request of the Building Official. •• • • • •
•• ••• •• • • • ••
This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
• •.• . • ••• •••
. • •• •
••
. . •
• • • •. •
.• • .• . . •
. • . •
•.: ;' NQA.Nt '13-0723.05:'
Expiration Date: 04/26/17
Approval Date: 09/26/13
•• . : . : Rage;ofl4
• • . ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
.•• • • • ••• • •
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Saxony 900 -Slate 1= 1,7"
w= 13"
thickness = 1-5/32"
Saxony 900 -Split
Shake
Saxony 900 -Shake
Trim Pieces
MIAMI•DADE COUNTY
APPROVED
1= 17"
w= 13"
thickness = 1-9/32"
1=17"
w= 13"
thickness = 1-9/32"
Length: varies
Width: varies
varying thickness
Test Product
Specifications Description
TAS 112 Flat profile, interlocking, high-pressure
extruded concrete roof tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications.
TAS 112 Flat profile, interlocking, high-pressure
extruded concrete roof tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications. Top surface available in 4
different configurations:
1. Complete tile brushed
2. Right half brushed (shown in
drawing)
3. Left half brushed
4. No brush
TAS 112 Flat profile, interlocking, high-pressure
extruded concrete roof tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications.
TAS -112 Accessory trim, boosted Barcelona, concrete
roof pieces for ige,at'1ipsj rakes! Jictgc
valley terminatiflps mAtitatjuitceflMacti.
tile profile. •.• •.. ".. ••• : : •••
• •
• ••• • • ••• •••
• •• • • •
• • • •
• • •• • •• •• ••
•• • •• • • •• • • ••
•.; :• NQp.NE:•13-071:3`.05:'
Expiration Date: 04/26/17
Approval Date: 09/26/13
••l : • .�.Irae •ofla
• . • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
2.1 MANUFACTURING LOCATION
2.1.1 Lake Wales, FL.
2.2 EVIDENCE SUBMITTED:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Atlanta Testing &
Engineering, Inc.
Celotex Corporation
Testing Service
Celotex Corporation
Testing Service
MIAMI•DADE COUNTY
APPROVED
Test Identifier
7161-03
Appendix III
94-084
94-060A
25-7183-6
25-7183-5
25-7214-1
25-7214-5
7161-03
Appendix II
Letter Dated Aug. 1, 1994
P0631-01
P0402
Project No. 307025
Test #MDC -77
RI.894
R2.894 •• •••
R3.894
Test Name/Report
Static Uplift Testing
TAS 102 & TAS 102(A)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws,
Direct Deck)
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws,
Battens)
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw,
Direct Deck)
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw,
Battens)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Wind Driven Rain
TAS 100
Physical Properties
• • TAS,J,12
•.
520109-1 ' •
520111-4•
' ' •'
520191-1
• ..• .
. .
• . .
• •
..•
• •• •
... •. ...
...
•
•
•
...
:S;at�c ETplif+ Testing
' 'TAS101
Static Uplift Testing
••
•
• •
• • • •
• •• •• ••
• • •
• •• ••• • •
• • . . • •
• •
... •
.
• . •. . . . • •
•• .• •
• •. •. •.. .•
• • •• ••• • •
Date
Dec. 1991
May 1994
March, 1994
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Dec. 1998
March 1999
NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 3 of 10 ,
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Walker Engineering, Inc. Evaluation Calculations
Nutting Engineers
3. LIMITATIONS
130
25-7094
25-7496
25-7584
25-7804b-8
25-7804-4 & 5
25-7848-6
25-7183
Aerodynamic Multipliers
Two Patty Adhesive Set
System
Restoring Moments Due to
Gravity
TAS 112
February 1996
April 1996
December 1996
March 1995
January 2007
April 1999
February 2007
January 2007
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
the applicable Building Code.
MIAMI RADE COUNTY
APPROVED
.. ... . . . . • ..
.
• • .
• •
.
.. ••• .. • . . ..
• ... . . ... •••
• • . •
.•
• .• • •
• . • .
.. • •• • • • . • •
. .... . .. ..
... . ... . . •
••• . ....... •
• • . • • • . •
• . . • . • • • •
• • • • • • • • • •
• .. .. • . • .. ..
... • • • ••• • •
NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 4 of 10
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof 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 -I (ft)
Width -w (ft)
Saxony 900
Slate, Shake & Split Shake
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
X (ft3)
X (ft3)
Profile
Batten Application
Direct Deck Application
MonierLifetile Saxony 900
0.289
0.313
Slate, Shake & Split Shake
Battens
Direct
Deck
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
greater
Saxony
900
Slate,
Shake &
Split
Shake
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.16
8.12
7.08
8.03
6.97
7.91
6.82
7.74
6.65
7.55
6.46
7.34
MIAMI•DADE COUNTY
APPROVED
•• .•• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
• ••• • • ••• •••
• • • • • • • • •
• • • • • • •
• • • • •
• •• • • • •a ••
••• • ••• • • •
••• • • • . ••• • •
• • • • • • • •
• • • ••• • • 1I
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 5 of 10
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Saxony 900
Slate, Shake & Split
Shake
2-10d Ring Shank Nails
30.9
38.1
17.2
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 .#8 Screws
51.7
51.7
24.4
1-10d Smooth or Screw Shank Nail (Field
Clip)
24.3
24.3
24.2
1-10d Smooth or Screw Shank Nail (Eave
Clip)
19.0
19.0
22.1
2-10d Smooth or Screw Shank Nails (Field
Clip)
35.5
35.5
34.8
2-10d Smooth or Screw Shank Nails (Eave
Clip)
31.9
31.9
32.2
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Adhesive
31.32
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Polyfoam PolyProTM
118.93
Polyfoam PolyProTM
40.44
3 Large paddy placement of 45 grams of PolyPro' .
4 Medium paddy placement of 24 grams of PolyProT"".
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
.The"' ' '
Application " '
'
'
•
'.
••
'.
•
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Mortar Set' ' '
-
-
• w
43.95
5. Tile-Tite Roof Tile Mortar • • • : -• •-•
•- �•
•-
MIAMI•DADE COUNTY
APPROVED
.
• . .
. .. . . . .. ..
... .
... . . .
... . . . . ... . .
• . • . . • . .
• . . ..• • • •
• . • . . • . . . .
• .. .. . . . •. ..
0.. . . . 0.. . •
NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 6 of 10
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
MIAMI•DADE COUNTY
APPROVED
.. ... . . . . . ..
.. ... .. . . . ..
• ... . . ... ...
• . . •
••
• .• . •
• . •. .
.. . .• . . •
• . . .
. ..• • • • .. ..
... •. ...• • •
.... ...... • •
• . . . •. . . .
•
• . . . . . • • • • •
• ..• .. •
• •• • .. ..
••• • • • ... • •
NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 7 of 10
NAIL HOLES
PROFILE DRAWINGS,
MIAMI•DADE COUNTY
APPROVED
UNDERLOCK
SAXONY 900 - SLATE I
•
•. ... . . . . . ..
1 • •
. . • •
.
•• ••• •• • • • ••
• ••• • • ••• •
• • • • • • • •
• • • • • •
•• • • • • • •
• •• • • • ••
••• • ••• • •
••. • • • • •.• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
•.• • • • ••• • •
•
•
NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 8 of l0
NAIL HOLES
Note: Available Top Surface Finishes
5. Complete tile brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush
MIAMI•DADE COUNTY
APPROVED
SAXONY 900 - SPLIT SHAKE
•.• .00 . • • . • ••
• • •
• • •
••• •0• •• • • • ••
• 00• Al • •00 •••
• • • 0 • • • • •
• • • • • • •
•. • • . • • • • is
• 01 • • • 00 •.
•410 • 1400 • • •
000 • • • • 41440 •
• • • • • • •
• • • 00• • •
• 41 * • • • • • •
• 00 00 • • • 00 •
000 • • • 0410 •
1-9/32 " (Shake)
NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
Page 9 of 10
NAIL HOLES
MIAMI-DADE COUNTY
APPROVED
SAXONY 900- SHAKE
END OF THIS ACCEPTANCE
....... . .. ..
.
• • •
• .
•
.. ••• .. • ••••
• ••• • • ••• •••
••
•
.. • • •
.. •. •
• • • •• • •
• •..•.. ..
•••
•
•
•
•
•••
•
•
• • • ••• • • Pagel0of10
• ••• • • •
• • • • • • • •
• •• • • • ••••
• • ••• . .
1-9/32 " (Shake)
NOA No.: 13-0723.05
Expiration Date: 04/26/17
Approval Date: 09/26/13
IMAM
COUNT
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
The Dow Chemical Company
1605 Joseph Drive
200 Larkin-Center-
MidIand, MI 48674
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.2ov/economv
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: TILE BONDTM Roof Tile Adhesive
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the.Builarrig bf3ics t1•
• •
This revises NOA# 11-0616.03 and consists of pages 1 through 9...' ... .. ..
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
APPROVED
•
• • • • •
• • . .
.. . • • • • •
• •• • • .
••• • ••• •
.•. .•.
NOA No.: 14-0820.08
zpiration Date: 08/23/16
Approval Date: 09/04/14
Page 1 of 9
, ..• . • . . .•• • •
• . • • . • • •
• • • •.• • • •
• . . • • • . • • •
• .• •. • • • •• .•
.•• • • • ••• • •
ROOFING COMPONENT APPROVAL
Category:
Sub Category:
Material:
Roofing
Roof Tile Adhesive
Polyurethane
SCOPE:
This approves TILE BONDTM Roof Tile Adhesive as manufactured by The Dow Chemical Company as described in
this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building
code, do not exceed the design pressure values; as obtained by calculations in compliance with Roofing Application
Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using TILE BONDTM Roof Tile
Adhesive.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
TILE BONDTM Roof Tile N/A TAS 101 Single component polyurethane foam roof tile
Adhesive adhesive
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of TILE BOND roof tile adhesive.
MANUFACTURING LOCATION:
1. Wilmington, IL.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2842
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.83 lbs./ft.3
14.31 psi
31.2 lbf @ 180°F, 65% RH for 120 days, concrete
to concrete
2.21 % absorbed by Volume
3.00 Perm / Inch
- 0.47% Volume Change @ -40°C., 2 weeks
- 4.05% Volume Change @70°C., 100% Humidity,
2 weeks
86.3%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subje.Ct• tee porgiaj• inin314tturing variation
MIAMI.DADE COUNTY
APPROVED
• •
• •
• •
•
•• ••• •• • • • •.
• •11• •
•• • • . • • •
•
• • • •.
•• • . . . • .
• .• . • •
•.• • ••• •
.•• ••.
NOA No.: 14-0820.08
: • tzpiration Date: 08/23/16
Approval Date: 09/04/14
Page 2 of 9
••• • • • • ••. • •
• • • • • • • •
• • • .•• • • •
• • • • • . • • • •
• •• •• • . • •• ••
••• • • • •.• • •
EVIDENCE SUBMITTED:
Test Agency
Center for Applied
Engineering
South Research Institute
Walker Engineering, Inc.
Celotex Corp. Testing
Services
IBA Consultants Inc.
Trinity ERD
MIAMI RADE COUNTY
APPROVED
Test Identifier
25-7512-1
25-7512-2
25-7512-3
25-77512-4
25-7781
257794-2
01.8366-014
N/A
520111-1
520111-2
520111-3
520111-4
520111-7
520111-8
520111-12
520135-3
520135-4
520135-5
4848-8
4848-7
4848-6
4848-5
4848-4
4848-3
4848-2
4848-1
D9840.09.09
Test Name/Report
TAS 101
TAS 101
TAS 101
TAS 101
Physical Properties Testing
SSTD 11-93
ASTM E108 -95a
Evaluation of Test on a Two -pad
System
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 101
TAS 110
.. ... . . . . . ..
.
• . .
• •
.
• •.• • . ... •.•
•• . . . . ••
. •
• • • •• •
• . • • •
• •• • • • •. •.
..• . .•• • • •
... . . . . ... . •
• . • . . . • •
• . • ••• • • •
• • • . • . . . . .
• •• •• . . • •• ••
000 • • • ••• • •
Date
01 /25/96
01/25/96
01/25/96
01/25/96
11/07/96
10/03/96
February 1997
12/16/97
12/28/98
12/28/98
12/28/98
12/28/98
12/28/98
12/28/98
12/28/98
02/01/99
02/01/99
02/01/99
05/19/08
05/19/08
05/19/08
05/19/08
05/19/08
05/19/08
05/19/08
05/19/08
09/17/09
NOA No.: 14-0820.08
Expiration Date: 08/23/16
Approval Date: 09/04/14
Page 3 of 9
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. TILE BOND Roof Tile Adhesive can be used with flat, low, medium and high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of TILE BONDT"' Roof Tile Adhesive roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F
F' MS
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
12
—W
INSTALLATION:
1. TILE BONDTM Roof Tile Adhesive may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of TILE BONDTm Roof Tile Adhesive.
2. TILE BONDTM Roof Tile Adhesive shall be applied in compliance with the Component Application section and
the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of
TILE BONDTM Roof Tile Adhesive shall provide sufficient attachment resistance to meet or exceed the resistance
value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The
adhesive attachment data is noted in the roof tile assembly NOA.
3. TILE BONDTM Roof Tile Adhesive and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and The Dow Chemical Company TILE BONDTM Roof Tile Adhesive Operating Instruction
and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical
Company.
5. Pressure treated wood filler block shall be required on all eave course of all tile profiles, except on two piece
barrel tile
6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BONDTM Roof
Tile Adhesive has been dispensed.
7. TILE BONDTM Roof Tile Adhesive placement and minimum patty weight shall be in accordance with the
Placement Details' herein. Each generic tile profile requires the specific placement noted herein.
TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE
Tile
Profile
Placement
Detail
Minimum patty Weight
per tile (grams)
Contact Area
(Square inches)
Flat / Low Profile
#1
11.1
19.5
Medium Profile
#2
•.
• • • • • J 1.Q • • •
19.5
High Profile ( Head)
High Profile (Nose)
#36.:
_. •
•
: 22.Q
•.: : : :Mr •:
• • •
39
19.5
Two Piece Barrel
#4
• _ _..
• • 11.6
20
MIAMI-DADE COUNTY
APPROVED
. ..•
• . .
• .
. . ... . ...
.
• . . •
• . • . •
• .. . • . .. ..
... . ... . • •
... • . . • ... . .
• . • . . • . .
• . . ..• . • .
• . . • . • . . . .
• .. .. . . . .. ..
000 • • • ... . .
NOA No.: 14-0820.08
Expiration Date: 08/23/16
Approval Date: 09/04/14
Page 4 of 9
l
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
MIAMI•DADE COUNTY
APPROVED
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
MIAMI•DADE COUNTY
APPROVED
•
• •
• •
•
•. ..• .• . . . ..
•. ... • . . . . .•
• .•. • • ... •..
•• . . .• . .• .
• • • • • -
• • - • •
• •• • • • •• ••
••• • ••• • • •
•••
•
•
•
•
.•.
• - . •.. • •
• . . . • •
• ... . • •
• • • • • • • •
• •• • • • •• ••
• • ••• • •
NOA No.: 14-0820.08
Expiration Date: 08/23/16,
Approval Date: 09/04/14
Page 5 of 9
ADHESIVE PLACEMNT DETAIL
LOW (FLAT) PROFILE
DETAIL #1
MIAMIFDADE COUNTY
APPROVED
•
• • •
••
•
• •
.• •••• •• • • • ••
•• ••• • • • • • ••
• ••• • • ••. •••
•• • • • •• • •• • • •
• • • • • • •
• • . • •
• •• • • • •• ••
.•• • ••• • • •
••• • • • • .•• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •••
•• • • • •• ••
••• • • • ••• • •
NOA No.: 14-0820.08
Expiration Date: 08/23/16
Approval Date: 09/04/14
Page 6 of 9
MEDIUM PROFILE
DETAIL #2
MIAMIOADE COUNTY
APPROVED
• • 000 • • • • • • •
• • •
• • •
•
•• •.• •• • • • ••
•
• Oil* • • •
• • • • • • •
• • • • •
• • •
• • • • • •
••. • ••. •
• •••
•
•
• ••
•
•.• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • .
• .• •. • • • •• ••
••• • • • ••• • •
NOA No.: 14-0820.08
Expiration Date: 08/23/16
Approval Date: 09/04/14
Page 7 of 9
HIGH PROFILE
DETAIL #3
MIAMI-DADE COUNTY
APPROVED
•
• • •
• • • •
.
•• •• • • • •.
•• ••• • • • • • ••
• ••• • • ••• •••
••
• • • • • •• • • •
• • •• • •• •
• •
•• • • • • • • • •
• •• • • • •• ••
••• • ••• • • •
••• • • • • ••. • •
• • • • • • • •
• • • ••. • •
• •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOA No.: 14-0820.08
Expiration Date: 08/23/16
Approval Date: 09/04/14
Page 8 of 9'
BARREL PROFILE
DETAIL #4
MIAMI DADE COUNTY
APPROVED
END OF THIS ACCEPTANCE
•
••••..• . •• •.
•• •
• • • •
.
•• ••• •• • • • ••
•••• • • ••• •••
• • • • • • • • •
•• • • • • •
•• • • • • • • • •
• •• • • • •• ••
••• • ••• • • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • a •• ••
••• • • • ••• • •
NOA No.: 14-0820.08
Expiration Date: 08/23/16
Approval Date: 09/04/14
Page 9 of 9
TGFU.R1306 - Roofing Systems
ONLINE CERTIFICATIONS DIRECTORY
TGFU.R1306
Roofing Systems
Paae Bottom
Page 1 of 42
Roofing Systems
See General Information for Roofing Systems
GAF
1 CAMPUS DR
PARSIPPANY, NJ07054 USA
R1306
"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 Ultima"' Base Sheet" base sheets in any of the following
Classifications.
Y2 -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime
Roofboard" or "DensDeck® DuraGuard'" Roofboard" or'/4-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, 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" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard'"
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. Ut-in. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK® Glass -Mat Roof Board" (Type SGMRX)
are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene.
Multiple plies 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® DuraGuard'" Roofboard" in hot roofing
asphalt.
"EnergyGuard"' Ultra" is an acceptable alternate to "EnergyGuard"'" 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.
EnergyGuard"" Perlite Insulation" may be utilized as a cover board over "EnergyGuard"'" 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 0) in any applicable Non -Combustible Roof Deck Classifications.
"EnergyGuard'" Tapered" is an acceptable alternate to "EnergyGuard'"" in any applicable Classification.
"EnergyGuard"' Ultra Tapered" is an acceptable alternate to "EnergyGuard"' Ultra" 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 Ultima"' 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 nailable base sheets are to be mechanically fastened granule side down.
As an option Type G2 asphalt glass mat base sheet ("GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 Ultima"'
Base Sheet" or "GAFGLAS® Stratavent® Nailable Venting Base Sheet") may be substituted 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") 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 insulations ma: be fully4dI ead : itI hr t reofm g asphalt or mechanically fastened.
"GAFGLAS® Flashing" or "RUBEROID®" may be•used for oasttin; iriariy of the Glass A, B or C systems listed below.
•• ••• •• • • • ••
When "perlite" is referenced, this includes any UL Classified perlite insulation.
Crushed stones or slag are suitable alternal,ps fq fv&avel in gny of jhe Clads% B•or•C systems listed.
• • • • • • • • •
Structural cement fiber building units aretonsideNed suitable to beIncluded�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 1 -in. minimum thick
gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks.
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 11/2/2015
TGFU.R1306 - Roofing Systems Page 2 of 42
The use of polystyrene insulation board between minimum 3/4 -in. thick perlite board and deck with rosin paper (perlite/rosin
paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt".
"GAFGLAS® #80 Ultima."' Base Sheet" may be used in any of the following systems.
"GAFGLAS® Flex Ply 6" and 'Tri -Ply® Ultra -Flexible Ply 6" are suitable altemates 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® Fireshield MB" at 2112 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® DuraGuard•" 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 1/4 -in. thick.
Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate 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 "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 Incline: 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime
Roofboard" or "DensDeck® DuraGuardT" Roofboard", minimum Vs -in. thick, or United States Gypsum Co. "SECUROCK® Roof
Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX), minimum Ms -in. thick.
Insulation: — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate 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 "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-Ply® BUR Granule Cap Sheet" or "GAFGLAS®
EnergyCapT" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
3. Deck: NC Incline: 2
Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime
Roofboard" or "DensDeck® DuraGuard"' 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 Vs -in. thick.
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, 2 -in. maximum.
Ply Sheet: — Two or more plies 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® EnergyCapT"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
4. Deck: C-15/32 Incline: 1
Slip Sheet (Optional): — Red rosin paper, nailed to deck.
Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
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" or "GAFGLAS® #80 Ultima'' Base Sheet"
or "GAFGLAS® Stratavent® Nailable Venting Base Sheet", mechanically fastened.
Ply Sheet: — One•ormore plies 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® EnergyCapT"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
Coating (Optional): —"TOPCOAT® EnergyCoteT" Elastomeric Coating" or 'TOPCOAT® MB Plus" or 'TOPCOAT® 322 White Elastomeric
Coating", applied at a rate of 2-gal./100.ft.?i.• • • • • • • • •
•
• • •
• • • •Incliner3 • • • •
• • • • • • • • •
•• ••• •• • • • ••
Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or 'Tri -Ply® #75 Base Sheet" or "GAFGLAS® #80 UltimaT" Base Sheet"
or "GAFGLAS® Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet" or "GAFGLAS®
Stratavent® Nailable Venting Base Sheet" or "GAFGLAS® Stratavent® Perforated Venting Base Sheet", mechanically fastened or fully
• •• • • ••• •••
adhered with hot roofing asphalt.• . •. • • • • • •
Ply Sheet: — One or more plies love G1"'GAFGLAS® Wy' ' or'TriPly®.Ply 4" or "GAFGLAS® Flex Ply 6" or 'Tri -Ply® Ultra -Flexible Ply
6", fully adhered with hot roofing aspualt..•. • • • •
•• • : • : •
Cap Sheet: — Type G3 "GAFGLA90!Minetal Surf& Cap Sheet" or 'Tri -Ply® BUR Granule Cap Sheet" or "GAFGLAS® EnergyCapT"
Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt.
5. Deck: NC
6. Deck: C-15/32
••• • •IpClipei2• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=T... `1'172/2015
MIAMI [ADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
1361 Alps Road
Wayne, NJ 07470
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 31525-99
www.miam idade.eov/economy
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: 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 this eutite0:4(1(96 to the user by the manufacturer or its distributors
and shall be available for inspection at IA jalit $t tt retpest of the Building Official.
• • • . • • • • •
This NOA renews and revises NCR Nod T3 -Q424.09 dldcdtisists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMI•DADE COUNTY
APPROVED
.
• .
•
. •
• •.. • • ••
. • • • •• •
• • •
• • •
• •
•
•• •
• .• • • • •
••••
•
.•• •
••• • • • • •
• • • Y •
• • • •••
• • • • • •
• • • • • • •
••. • • •
•
•
••
•
•
• •
••
•
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 1 of 16
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:
TABLE 1
Test Product
Product Dimensions Specification Description
GAFGLAS® #75 Base 39.37" (1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat
Sheet Wide base sheet.
GAFGLAS® #80 Ultima"' 39.37" (1 meter) ASTM D4601 Type II asphalt impregnated and coated, fiberglass
Base Sheet Wide base sheet.
GAFGLAS® F1exP1y"' 6 39.37" (1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAS® Ply 4 39.37" (1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt
Wide coating.
GAFGLAS® Mineral 39.37" (1 meter) ASTM D3909 Asphalt coated, glass fiber mat cap sheet surfaced
Surfaced Cap Sheet Wide with mineral granules.
GAFGLAS® EnergyCap"" 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® Stratavent® 39.37" (1 meter) ASTM D4897 Fiberglass base sheet coated on both sides with
Eliminator"' Perforated Wide asphalt. Surfaced on the bottom side with mineral
Venting Base Sheet granules embedded in asphaltic coating with factory
perforations.
GAFGLAS® Stratavent® 39.37" (1 meter) ASTM D4897 A nailable, fiberglass base sheet impregnated and
Eliminator"'Nailable Wide coated on both sides with asphalt. Surfaced on the
Venting Base Sheet bottom side with mineral granules embedded in
asphaltic coating.
Ruberoid® SBS Heat- 39.37" (1 meter) ASTM D6164 Non -Woven Polyester mat coated with polymer -
Weld' Smooth Wide modified asphalt and smooth surfaced.
Ruberoid® SBS Heat- 39.37" (1 meter) ASTM D6164 Non -Woven Polyester mat coated with polymer -
Weld"" 25 Widi •• •. • modified asphalt and smooth surfaced.
•
Ruberoid''' 20 39.37" O. meter% • • 2 T �I �Q19 SBS modified asphalt base sheet reinforce with a
• . - ..
• •
Wide • glass fiber mat.
.
Ruberoid® Mop Smooth 39.37" (1 meter) ASTM D6164 Non -woven polyester mat coated with polymer-
• •••
• •
wide •• • • • ••• •• Modified asphalt and smooth surfaced.
• • • • • • •
•• • •• • • • • • •
• ••• •• • •• •• ••
••• • ••• • • •
MIAMI-DADE COUNTY
APPROVED
• • • • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 2of16
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product Dimensions
FireOut`M Fire Barrier 5, 55 gallons
Coating
VersaShield®Fire 350 sq. ft. roll
Resistant Roof Deck
Protection
Topcoat® Surface Seal
SB
APPROVED INSULATIONS:
Product Name
5 gallons
EnergyGuard"'' Polyiso Insulation
EnergyGuard"" RA Polyiso Insulation
EnergyGuard' RN Polyiso Insulation
EnergyGuard'T' Perlite Roof Insulation
EnergyGuardT" Perlite Recover Board
EnergyGuard"" RA Composite Polyiso
Insulation
Securock® Gypsum -Fiber Roof Board
Structodek® High Density Fiber Board
DensDeck® Roof Board
MIAMI-DADE COUNTY
APPROVED
•
• • •
• •
•
Test
Specification
Product
Description
Proprietary Low VOC, water based fire barrier coating.
ASTM D226 Non -Asphaltic Fiberglass -Based Underlayment.
ASTM D6083 Solvent based sprayable thermoplastic rubber
sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite insulation board.
Perlite recover board
Polyisocyanurate foam insulation with high
density fiberboard or Permalite perlite
insulation
Gypsum roof board
High density fiber board
Gypsum board
•• ••• • • • • • ••
• •
•• ••• •• • • • ••
•
• • •• • •
• • •
• • ••
••
• • •• •
• • • • •
• •
•• •
• •••• • • •
••• •• ••••
•
•••
•
•
•
•••
• • • •
• • • •
• • •••
• • • • •
•• •• • •
• • •
••• •••
• •
• •
a• ••
••• • •
• • •
• • •
• • • •
• •• ••
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
GAF
United States Gypsum Corp.
Blue Ridge Fiberboard, Inc.
Georgia-Pacific Gypsum LLC
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 3 of 16
APPROVED FASTENERS:
Fastener
Number
Product
Name
1. Drill -Tec"" #12 Fastener
2. Drill-Tecn.' #14 Fastener
3. Drill -Tec"" XHD Fastener
4. Drill -Tec"" ASAP 3S
5. Drill-Tec'e" 3" Steel Plate
6. Drill -Tec"" 3" Standard Steel
Plate
7. Drill -Tec AccuTrac® Flat
Plate
8. Drill-TecAccuTrac®
Recessed Plate
MIAMI.DADE COUNTY
APPROVED
TABLE 3
Product
Description
Manufacturer
Dimensions (With Current NOM
Insulation fastener for steel, various
wood & concrete decks.
Insulation fastener for steel, various
wood & concrete decks.
Carbon steel extra heavy duty Various
fastener used in steel decks.
Drill -Teen" #12 Fastener with Various
Drill -Tec"" 3" Standard Steel
Plate
Round galvalume stress plate 3" round
used with Drill -Tec""
fasteners.
Round galvalume plated steel 3" round
stress plate with reinforced
ribs for use with Drill -Tec""
fasteners.
AZ -SS aluminized steel plate
for use with Drill -Tec"" #12
Fastener, Drill-Teesn" #14
Fastener and Drill -Tec'" #15
Fastener.
Galvalume Steel plate for use
with Drill-Tecn' fasteners.
• • 000 • • • • • • •
• • •
• •
•
•• ••• •• • • • ••
• ••• • • ••• •.•
••
. • ••
• •• • •
• • • •• •
• • • • . • • . • •
• •• • • • •• ••
800 • • • • 800 • •
• • • • • • • •
• • • 000 • • •
• • • • • • • • • •
• • . • • • • • • • • •
000 • • • 800 • •
GAF
GAF
GAF
GAF
GAF
GAF
3" square GAF
3"
square GAF
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 4 of 16
EVIDENCE SUBMITTED:
Test Agency Test Identifier Description Date
Factory Mutual Research Corp. J.I. 2B8A4.AM 4470 07/02/97
J.I. 3B9Q1.AM 4470 01/08/98
J.I. 0D0A8.AM 4470 07/09/99
J.I. OD 1 A8.AM 4470 07/29/94
J.I. 0Y9Q5.AM 4470 04/01/98
3029832 4470 05/11/07
UL LLC R1306 UL 790 07/22/13
PRI Construction Materials GAF -012-02-02 ASTM D4977 11/06/01
Technologies, LLC GAF -020-02-01 ASTM D4977 02/01/02
GAF -082-02-01 ASTM D6083 05/07/06
GAF -084-02-01 ASTM D6083 05/09/06
GAF -270-02-02 ASTM D226 11/15/10
GAF-276-02-01Rev ASTM D6083 12/16/10
GAF -276-02-02 ASTM D226 11/15/10
GAF -306-02-01 ASTM E96 07/07/11
GAF -314-02-01 ASTM D2178 08/23/11
GAF -315-02-01 ASTM D2178 08/23/11
GAF -369-02-01 ASTM C1289 10/22/12
GAF -417-02-01 ASTM C1289 05/28/13
GAF -464-02-01 ASTM C1289 10/22/12
GAF -499-02-01 ASTM D6083 03/12/14
GAF -500-02-01 ASTM D6083 03/12/14
IRT of S. Fl. 02-005 TAS 114 01/18/02
02-014 TAS 114 03/22/02
Trinity I ERD G30250.02.10 -3-R1 ASTM D3909 11/26/12
G31360.03.10 ASTM D6164 03/31/10
G33470.01.11 ASTM D6164 11/16/11
G34140.04.11-2 ASTM D6163 04/25/11
G34140.04.11-4 ASTM D6401 04/25/11
G34140.04.11-5 ASTM D4897 04/25/11
G34140.04.11 -5-R1 ASTM D4897 10/18/13
G40630.01.14 -2A-1 ASTM D6164 01/07/14
G43610.01.14 ASTM D3909 01/22/14
G6850.08.07-1 ASTM D3909 08/13/07
G30250.02.10 -3-R1 ASTM D3909 11/26/12
MIAMI-DADE COUNTY
APPROVED
.• .•. • • • • . ••
•
•• •
• • • •
•
•• ••• •• • • • ••
• •
• •
•
••
•••
• • • ••• •••
• •• • • •
•
• • •• •• • •
•• • • •
• • • •
•• • • •
• •• ••
•••• • • •
••• • • • ••• • •
• • • • • • •
• • ••• • • •
• • • • • • • • •
• •• • • • • •• ••
••• • • ••• • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 5 of 16
APPROVED ASSEMBLIES
Membrane Type:
Deck Type 1I:
Deck Description:
System Type A:
All General and System
Fire Barrier:
(optional)
Anchor sheet:
Fastening Options:
BUR
Wood, Insulated
19/32" or greater plywood or wood plank
Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt.
Limitations shall apply.
FireOut"" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or
Securock® Gypsum Fiber Roof Board.
GAFGLAS® #80 Ultim' Base Sheet, GAFGLAS® Stratavent® Eliminator' Nailable
Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld"" Smooth or Ruberoid® Heat -
Weld' 25 base sheet mechanically fastened as described below;
GAFGLAS® Ply 4, GAFGLAS® Flex Ply' 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 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® FlexPly' 6, GAFGLAS® #75 Base Sheet or any of above
anchor sheets attached to deck with Drill -Tec"" #12 Fastener, Drill -Tec' #14 Fastener and
Drill -Tec"`' 3" Steel Plate, Drill -Tec"" AccuTrac® Flat Plate or Drill -Tec' AccuTrac®
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® FlexPly' 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 psi'. 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 anchor sheets attached to deck with Drill -Tec""
#12 Fastener, Drill -Tec' #14 Fastener and Drill -Tec' 3" Steel Plate, Drill -Tec"' AccuTrac®
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 of above anchos slu ts.attached to deck.approved annular ring shank nails and 3"
inverted Drill -Tee instilgtion pI ttas i.a fe4ener spacing of 9" o.c. at the 4" lap staggered in
two rows 9" inthQold•; •••• ••• •• •••
(Maximum Design Pressure —60 psi-. See General Limitation #7)
MIAMFDADE COUNTY
APPROVED
• •
• •• • • •.• .••
• • • • ••
•
•
• • •• • •
• • • • • • • • • .
. •. • • • .• ••
••• • .•• . • •
••• • • • • •.• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• • • . • • • • • • . •
•.• • • • ••• • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 6 of 16
Fastening Options: GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Dri11-TecT"
(Continued) #12 Fastener or Dri11-TecT" #14 Fastener and 3" Drill -Tec TM 3" Steel Plate, Drill -Tec TM
AccuTrac® Flat Plate or Drill-TecT 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 psf. See Genera[ Limitation #7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardT" Polyiso Insulation, EnergyGuardT" RA Polyiso Insulation, EnergyGuardT" RA Composite
Polyiso Insulation
Minimum 1" thick N/A N/A
EnergyGuardT" Perlite Recover Board
Minimum' /" thick
EnergyGuardm Perlite Roof Insulation
Minimum 3/a" 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 ft2. 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® Stratavent® Eliminator Perforated Venting Base
Sheet laid dry or a layer of EnergyGuard"M Perlite Roof Insulation or wood fiber overlay board on all
isocyanurate applications.
Base Sheet:
Ply Sheet:
Cap Sheet:
Surfacing:
Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima"Base
Sheet, GAFGLAS® Stratavent® Eliminator Perforated Venting Base Sheet, Ruberoid® Mop
Smooth, Ruberoid® 20, Ruberoid® SBS Heat-WeldT" Smooth or Ruberoid® SBS Heat-We1dT"
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).
One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex Myth' 6 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.
(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.
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 apprevad esthalta 4 60.111 ./syr
2. Topcbit® Sprfat Slal;Slievplied at Ito 1.5 gal./sq.
Maximum Design
Pressure:
MIAMI DADE COUNTY
APPROVED
• ••• ••• •
•• ••• •• • • • ••
See Fastening Options.
• ••• • • ••• •••
•• • • • • • • • •
• • • • •
•• • •• • • • • • •
•
••• • • • •• ••
.•• •• •••• • • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •. .•
••• • • • ••• • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 7 of 16
Membrane Type: BUR
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.
Base Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuare Polyiso Insulation, EnergyGuard'T` RA Polyiso Insulation
Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2
EnergyGuard'm RN Polyiso Insulation
Minimum 1.4" thick 1, 2, 3 or 4 1:3 ft2
EnergyGuard"" RA Composite Polyiso Insulation
Minimum 1.5 thick 3 1:3 ft2
EnergyGuard'M Perlite Roof Insulation
Minimum 3/" thick 1, 2, 7 or 8 1:2 ft2
Structodek® 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® Stratavent® Eliminator"" Perforated Venting Base Sheet laid
dry or a layer of EnergyGuard"" Perlite Roof Insulation or wood fiber overlay board on all isocyanurate
applications.
Top Insulation Layer
Any of the insulations listed for Base Layer, above.
Insulation Fasteners Fastener
(Table 3) Density/ft2
N/A N/A
Structodek® High Density Fiberboard, EnergyGuardTT` Perlite Recover Board
Minimum 1/2" thick N/A N/A
Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a
rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down.
Fire Barrier:
(optional)
FireOut"" Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or Securock'"
Gypsum Fiber Roof Board.
MIAMI-DADE COUNTY
APPROVED
•. •.• • • • • • •.
•
• . .
• • • •
•
•• ••• •• • • • ••
• ••• • • ••• •••
• • • • • • • • •
• • • • • • •
•• • • • • • • • •
• •• • • • •• ••
••• 1 ••• • • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• .•
••• • • • ••• • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 8 of 16
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima" Base
Sheet, GAFGLAS® Ply 4, GAFGLAS® FlexPlyT 6, GAFGLAS® Stratavent® Eliminator -
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. (See General Limitation #4).
Ply Sheet: Two or more plies of GAFGLAS® Ply 4, GAFGLAS® FlexPlyn" 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® EnergyCaim
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. 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 60 lbs./sq.
2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq.
Maximum Design
Pressure: -45 psf. (See General Limitation #7)
MIAMI•DADE COUNTY
APPROVED
410 • .. . • • . • • •
•
• • •
•
.. ... .. • . . ••
• .•• • • ... •.•
••
. . •• . .• • •
• • . •. •• •
• . .
• .. • . •• ..
.•• • .•• • • •
000 • • • • 000 • •
• • • • • • • •
• • • . • • • • •
• • . • • • • • • •
• 410 • • • • • • • • •
000 • • • 000 • •
NOA No.: 13-1022:15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 9 of 16
Membrane Type: BUR
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" 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.
Base Insulation Layer - Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardm RN Polyiso Insulation, EnergyGuardT"" Polyiso Insulation, EnergyGuard'T' RA Polyiso Insulation
Minimum 1.3" thick N/A N/A
EnergyGuard"' Polyiso Insulation
Minimum 1.4" thick N/A N/A
EnergyGuard'T' RA Composite Polyiso Insulation
Minimum 1.5" thick
EnergyGuard"" Perlite Recover Board
Minimum %" thick
Structodek® High Density Fiber Board
Minimum 1" thick
N/A N/A
N/A N/A
N/A N/A
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® Stratavent® Eliminator"' Perforated Venting
Base Sheet laid dry or a layer of EnergyGuardm Perlite Roof Insulation or wood fiber overlay board on all
isocyanurate applications.
Top Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuard"" Polyiso Insulation, EnergyGuard'"' RA Polyiso Insulation
Minimum 1.3" thick 1, 2, 3 or 4 1:3 ft2
EnergyGuardm RN Polyiso Insulation
Minimum 1.4" thick
EnergyGuard'M RA Composite Polyiso Insulation
Minimum 1.5 thick
EnergyGuardm Perlite Roof Insulativp
Minimum 3/4" thick •
•
000 • • • • • • •
• •
Structodek® High Density Fiber Board
Minimum 1" thick
MIAMI-DADE COUNTY
APPROVED
• •
••• •• • • • ••
• ••• • • ••• •••
••
• • • • •• • •
• • •• •
• • • • • • • • • •
• •• • • • •• ••
••• • ••• • • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 000 • •
1,2 or 3 1:3 ft2
3 1:3 ft2
1, 2, 7 or 8 1:2 ft2
1, 2, 7 or 8 1:4 ft2
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 10 of 16
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 Rooting Application
Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavent®
Eliminator"" Perforated laid dry or a layer of EnergyGuardTM Perlite Roof Insulation or wood fiber overlay
board on all polyisocyanurate applications.
Fire Barrier: FireOut"' Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or
(optional) Securock"" Gypsum Fiber Roof Board.
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima"' Base
Sheet, GAFGLAS® Ply 4, GAFGLAS F1exPly"" 6, GAFGLAS® Stratavent® Eliminator"'
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® FlexPly"" 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® EnergyCaprn'
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. 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 60 lbs./sq.
2. Topcoat Surface Seal SB applied at 1to 1.5 gal./sq.
Maximum Design
Pressure: -45 psf. (See General Limitation #7)
MANMADE COUNTY
APPROVED
•• ••• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
• ••• • • ••• •••
• • • • • • • • •
• • • • • • •
•• • • • • • • • •
• •• • • • •• ••
••• • ••• • • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
0•• • • • 0•• • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 11 of 16
Membrane Type: BUR
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 Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuardm Polyiso Insulation, EnergyGuard'"' RA Polyiso Insulation
Minimum 1.3" thick N/A N/A
Structodek® High Density Fiber Board
Minimum 1" thick N/A N/A
Note: Insulation shall have preliminary attachment, prior to the installation of the base sheet, at a minimum
application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and
four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation, optional
thermal barrier (when present) and base sheet shall be simultaneously fastened. See base sheet below for
fasteners and density. Please refer to Roofing Application Standard RAS 117 for insulation attachment.
Fire Barrier: FireOut'M Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or
(optional) Securock"' Gypsum Fiber Roof Board.
Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima"" Base Sheet,
GAFGLAS® Stratavent® Eliminator'"' 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 -Tec"" #12 Fastener or Drill -Tec"' #14 Fastener and Drill -Tec'' 3" Steel Plate, Drill -
Tec'"' AccuTrac Flat Plate or Drill -Tec"" AccuTrac 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 -Tec"'' #12 Fastener or Drill-Tecn' #14 Fastener and Drill -Tec"'' 3" Steel Plate, Drill -
Tec"' AccuTrac® Flat Plate or Drill-Tec'm AccuTrac® 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 Ultima'' 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 the
membrane. •
• • •• • • • • •
(Maximum Design Prrssdeg 161 j J S/p Vetteral Limitation #7)
MIAMI-DADE COUNTY
APPROVED
•• ••• •• • • . .•
• ... . . ... •.•
• • •• •
••
• • •
• • • •. •
•. . •• • • •
• • . .
. .. • . . •• ••
•.• . ... . . .
••• •
• •
• •
• • •
• •• .
000 .
• • •
• •
••
• •
• •
• •
• •
• •
• •
• • .
•• .•
NOA No.: 13-1022.15
Expiration Date: 11/04/18.
Approval Date: 11/06/14
Page 12 of 16
Fastening Options: Drill -Tec"' #12 Fastener and Drill -Tec"' #14 Fastener and Drill -Tec"" 3" Steel Plate, Drill -
(Continued) Tec'*' AccuTrac® Flat Plate or Drill -Tec'' AccuTrac® Recessed Plate in 4 rows 12" o.c. 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)
Ply Sheet: One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlym' 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.
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCap'M 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. 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 60 lbs./sq.
2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
MIAMI-DADE COUNTY
APPROVED
.• •.• • . • . . .•
•
• . •
•
▪ •
•. ••• •• • • • ••
•
• • •. • •
. . . . • •
•
• ▪ . •
•
• . . . •• .
• • • • ••
.• .
•
.•• . ..• •
•
• .•.
•
•
• •.
•
••• • • • • ••• •
• • • • • • •
• • • ••. • •
• • • • • . • • .
• .• •. • • . •• •
••• • . • ••. .
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 13 of 16
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: FireOut" Fire Barrier Coating, VersaShield® Fire Resistant Roof Deck Protection or
(optional) Securockm Gypsum Fiber Roof Board.
Base sheet: GAFGLAS® #80 Ultima Base Sheet, Stratavent® 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 —45 psf. See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® FlexPly" 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" AccuTrac® Flat Plate or Drill -Tec" AccuTrac® 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 PlyTh 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'/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 -Tec"
#12 Fastener or Drill -Tec" #14 Fastener and Drill -Tec" 3" Steel Plate, Drill -Tec"
AccuTrac® 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 psi See General Limitation #7)
.. ... • • • • • ..
Any of above Base:sheets affected to deck approved annular ring shank nails and 3"
inverted Drill-Teclnnsil iia ;ilatgslat afa.tEner spacing of 9" o.c. at the 4" lap staggered
in two rows 9" in the field.
(Maximum Design Pressure —60 psi See General Limitation #7)
• • • • • • • •
• • • •
• •• • • • • •
• .. • •• .. ••
•
MIAMI•DADE COUNTY
APPROVED
000 • • • • 000 • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• • • • • • • • • • • •
000 • • • 000 • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 14 of 16
Fastening Options:
(Continued)
Ply Sheet:;
Cap Sheet:
Surfacing:
GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec""
#12 Fastener or Drill -Tec"" #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 psf. See General Limitation #7)
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.
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®
EnergyCap"" 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.
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 60 lbs./sq.
2. Topcoat® Surface Seal SB applied at lto 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
MIAMI-DADE COUNTY
APPROVED
.. .•• • . • . • ••
•
• •
• • •
•
•• ••• .• • • • ••
•
• •• • • •.• •••
• • • • •• • • •
• • • •• •• •
• •
•
• • • • •
• •• • • • •• •.
••. • ••. . • •
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• • • • • • . • • . • •
0•• • • . 0•. • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 15 of 16
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 1/4" DensDeck Roof Board or V2" 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 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically
referred within this NOA, General Liryi'Netithttil dill bpt P4appticable.)
10. All products listed herein shall have a quality acsura?iteau lit:iriadrordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Oorle. • • • • • • • • •
MIAMI-DADE COUNTY
APPROVED
END OF THIS
•••• •
•• • ••.
• • •
•
•• •• •
• ••• •
••• •• •••
ACCEPTANCE
•••• •••
•. •
• • •• •
• • • ••
• •
• •• ••
• • •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOA No.: 13-1022.15
Expiration Date: 11/04/18
Approval Date: 11/06/14
Page 16 of 16
SECTION 1524
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner ant the contractor. The owner's
initial in the designated space indicates that the item has been explained.
2. l l Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. 1 0 Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance.
6. ao Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements of Sections R4402, R4403 and R4413.
Owner/Ager ' Signature Date
J(- A)
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Contractor Signature
Date
Permit Number
•. 1000 • • • • • 11
•
• • •
• •
•
•• ••• •• • • • ••
• ••• • •1l •ll
•• • • •• • • • • •
• • • • • • •
•• 1 • • • • • • •
• •• • • • •• ••
••• • ••• • • •
••• • • • • 0100 • •
• • •• • •••• •
•• • •1I • • •
• • • • • • •• •
• • •
• • • • • • • • • • • •
1410 • • • ••• • •
Miami Shores Viiiage
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: L t ,/ 02-/ /4-
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: R8'oIa ()Jaj u rnoke
Property Address: 1 ►
£JE lost
Roofing Permit Number:
Dear Building Official:
J t o t a Q / a-7 nioke certify that I am not required to retrofit the roof to wall connections of my
buil 'ng 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.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
1
State of Florida
County of Dade
•
AID/ ola
Print Name
•• •.• . • . • • ••
The undersigned, being the first duly sworn, depvves rg says tliat t' Ishe js the owner for the above property mentioned.
••• •• •
Sworn to and subscribed before me this day of /1/4..) O'J Zv !S
Notary Public, Sate of Florida at Large
(407) 398-0153
• When the just valuation of the structure for purpose of ad vaigiem jaxatiorjis squat tcygC g1org than $00,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a C.enegl Conttctortai the 1oof r Wall connection Hurricane Mitigation.
• • • • • • • • • •
• •• •• • • • •• ••
••• 1 • • ••• • •
• • • RAIN,. P
MS NoSs 1
F PADS ur1Qe4, 20
EZ ••• ' •••
• •
328
7:* ••
•
FioridallotaryService.com
Revised on 5121/2009