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RF-13-13899
14
.. 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 210665 Permit Number: RF -6 -13 -1389
Inspection Date: April 11, 2014 Permit Type: Roof
Inspector: Rodriguez, Jorge Inspection Type: Final Building
Owner: CHEE -AWAI, CAMILLE Work Classification: Tile/Flat
Job Address: 1370 NE 103 Street
Miami Shores, FL Phone Number (305)710 -3331
Parcel Number 1132050300080
Project: <NONE>
Contractor: ADVANCE CONSTRUCTION SERVICE GROUP INC
Buildina Department Comments
RE -ROOF TITLE AND FLAT
Infractio Passed Comments
INSPECTOR COMMENTS False
Aiiipector Comments
Passed
�G
i
Failed El
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
For Inspections please call: (305)762 -4949
April 11, 2014 Page 1 of 1
14 0 It
ACB2 Engineering Inc.
Testing & Engineering Services
Certification of Authorization # 8131
Tel: 954- 245.8976; Fax: 954.301.7776
5230 NE 18 Avenue
Fort Lauderdale, FL 33334
4/8/2014
Roof Tile Uplift Test Report
Attention: Miami Shores Village, Building Division,
10050 NE 2nd Avenue, Miami Shores, FL 33138
Client: Advance Construction Service Group, Inc
Test Date: 4/8/2014
Property Address:
Permit # RF -6 -13 -1389
Chee Awal esi ence
1370 NE 103 Street, Miami Shores, FI
Roof Pitch:
Type of Tile:
Roof Area:
3 in 12
Entegra Roof Tile
38.00 squares
Tile Attachment Method:
Two Component Polyurethane Foam Adhesive -Poly Pro H 160
Field Instrument :
IMADA Force Gauge 0 -100 Serial number: 243454
Test Location
Total Number of Tests
Field Uplift Pull Test
Test results
Perimeter Area: 18.00 sq
18
As per FBC 2010
Passed
Field Area: 20.00 sq
20
As per FBC 2010
Passed
No. of Corner: 12
12
As per FBC 2010
Passed
Ridge Areas: 234 pcs
20
As per FBC 2010
Passed
Important:
These laboratory results can change due to future weather impacts and /or unavoidable roof
traffic. Therefore, this report represents the TAS 106 results at the time of the test.
Please see attached a Roof Sketch for this project.
Cordially,
ACB2 Engi e i g Inc. (NOA 09- 1005.01)
Antonio c do, PE
Fla. Reg. N : 36466
A
,•
ACBZ Engineering Inc.
ngiaeer- and Laboratory Services
5230 M 1e Ava m
Fort La Florida 33334
Phone: (954) 245 -8976 Fax: (954) 301 -7776
' M .
1t
J
- i
T-1 - _
JOB ADDRESS:
City: P
Village
[Ament
res, Florida 33138 =BY:
5) 756.8972
R: (305) 762.4949
FBC 20
Permit No.
Master Permit No.
ROOFING
County: Miami Dade Zip: 331
Is the Building Historically Designated: Yes NO Flood Zone: A-
OWNER: Name (Fee Simple
City: �+� a C -LLL� 75 i State:
Tenant/Lessee Name: Phone #:
Email: ci to v a Una r;,_�
CONTRACTOR: Company Name: '' ` K" C o °e i bt4 C- / u5w\ -1L0d LaPhone #:
Address: �� O s✓'�� Lei c/'-'j f (_ k41-*-rl4 l — �L
City: M t nom% I State:
Qualifier Name: 1-�' 1 4 -4 ' 6v-> 4 -z,� Phone#:
State Certification or Registration #: c- CG L o d 1-77 -13 Certificate of Competency #: _
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $' Cx (� �- Square/Linear Footage of Work:
Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace
c
Description of Work: 19. P 141 `Sf di
Color thru tile:
-Y2) 1-72)
❑Demolition
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond
Technology Fee $
TOTAL FEE NOW DUE $ - GO
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
r
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
day of Zo�ally , 2 by GO Au�t� = G lJ
who is known to me o who has produced
As identificakJ'on and who did take an oath.
NOTARY PUBLIC:
Sign: d
MM i FlPrint: = - My Commi .- „ s: on # D 95253
APPROVED BY
Signature
Contractor
The foregoing instrument was acknowle ed before me this—/—/
day, of (%G , 20 W 1 n./ "'1 116 tf-2'L
who is p onally known to me or ho has produced
as identification and who did take an oath.
Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09)
■
i
i
per Permit No. Process No
Contractors Name
Job Address A7o tj � : 1 rj-X 'q4 , ,i ,a 4
❑
LOW Slope
❑ Asphaldc
Shingles
IG New Roof
a
ROOF CATEGORY
❑ MOdwrik ally Fastened TiN MOMWAdheeive Set
❑ Metai Paneahinales 9Wbod ShingInN
❑ Prescriptive BURAAS 150
ROOF TYPE
d/Rerooft ❑ Recovering ❑ Repalr 0 Maintenance
ROOF SYSTEM INFORMATION
Low Stripe Roof Area (SF) StOep Sloped Roof Area (SF) Total (SF)
�
'1 1-1 " ter_. _ . I 40
Section B (Roof Plan)
Ske" Roof Plan: Nhstrate an ievek and sue, roof drains, scuppers, overflow
scuppers and av erBow drains. Include dhnerwions of secdons and Wale, clearly
iden dimensions of eievaied pressu zones and bastion of pats.
ow
Miami Shores village
(, X, (1,3 y Building Department
9Q050 VIP
2 n 4 A ven uMi ' Fl o' da 3 313 8
e, am o,
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
&,13314 -T, 4r- i 4
BUILDING
b PERMIT APPLICATION
JUN 18 2013
FBC 20 (k2)
Permit No.
Master Permit No. 3-1 S
Permit Type: BUILDING ROOFING
JOB ADDRESS: 13 ';�-d N) e— 10 1 5:3�r
City: Miami Shores County: Miami Dade Zip: 3 f
Folio/Parcelk
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): :�--Prgu l uz' C_0u✓ - kW IV Phone# -.
Address: 1 San tJ C, 10-4 �-4
city: 44 Paine 15;kz*_C4 State: Zip: 3 313
Tenant/Lessee Name: N A- Phone#
Email:
Li.N L ; 41
CONTRACTOR: Company Name:
Address: y�f 0
City: kfi /q�
Qualifier Name:
State Certification or Registration #:
Contact Phone#: -7/6
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $/a Square/Linear Footage of Work:
Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition
Description of Work: Y . Am %lu C �— -
Submittal Fee $ 113 Permit Fee $ . 1� v CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
f�r
a4
q
Bonding Company's Name (if applicable) t
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip ,
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person. .
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site '
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not tbbeapapproved and a reinspection fee will be charged.
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this `j�
day of , , 20 J 3 , by6�/K L day of JC A—f . 20 ,C>, by f
who is personally known to me or who has produced Pe— who is p nally kno o me or who has produced
NOTARY
Sign:
Print:
My Commission
APPROVED BY
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
MARIANGEL GONZALEZ
10 off
�+ �? ar Pis'. MARIANGEL GONZALEZ
= Notary Public - State c Florida
z _ n Si C`
c-
Commission # DD 995253 Comm. Expires May 24, 2014
es: M
Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 110 /07)(Revised 06/10/2009)(Revised 3/15/09)
RECORD AND RETURN TO:
Name: Ira Shapiro, P.A.
Address: 16375 NE 18 Avenue, #225
North Miami Be" FL 33162
THIS INSTRUMENT PREPARED BY:
Name: TERRI GRUMER SONN, ESQ.
SONN 8t MUTELMAN, P.A.
Address: 2999 N.E. 191st Street, Suite 409
Aventura, FL 33180
Tax Folio Number: 11-3205-030-0090
CFN: 20130426623 BOOK 28653 PAGE 1004
DATE:05130J2013 08:08:20 AM
DEED DOC 6,237.00
HARVEY RUVW, CLERK OF COURT, MIA DADE CTY
STATUTORY WARRANTY DEED
THIS INDENTURE is made as of the Z9 day of May, 2013, between James D. Obenour
and May Lou Obenour, husband and wife (collectively, "Grantor'), the post office address of
which is: 4000 Towerside Terrace, Unit 2307, Mani, FL 33138, and Camille Chee -Awai, a single
woman ( "Grantee') the post office address of which is 1370 NE 103 Street, Miami Shores, FL
33138. The terms "Grantor" and "Grantee" shall include the singular and the plural and the
successors and assigns of both the Grantor and the Grantee.
WITNESSETH:
That Grantor, for and in consideration ofthe sum ofTEN AND NO /100 ($10.00) DOLLARS
to it in hand paid by Grantee, the receipt whereof is hereby acknowledged, has granted, bargained
and sold to the party of the second part, their heirs, successors and assigns forever, the following
Property, situate and being in the County of Miami -Dade and State of Florida, to -wit:
Lot 8, less the Fast 10 feet thereof, and the East 10 feet of Lot 7, Block 5, Replat of Tract
B, Miami Shores Bay Park Estates, according to the Plat thereof, as recorded in Plat Book
63, page 17, Public Records of Miami -Dade County, Florida
Together with all the tenements, hmvditaments and appurtenances thereto belonging or in anywise
appertaining.
To Have and to Hold, the same in fee simple forever.
SUBJECT TO:
P.UW,AT.16b®om*mwt docunnSWMI11 -WO
CFN: 20130426623 BOOK 28653 PAGE 1005
1. Taxes for the year 2013 and subsequent years;
2. Conditions, restrictions, limitations and easements ofrecord, which reference herein
shall not serve to reimpose the same; and
3. Zoning restrictions, prob bitions and other requirements imposed by governmental
authority.
And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land
in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; and
the Grantor does hereby fully warrant the title to said Property, and will defend the same against the
lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, Grantor has hereunto set its hand and seal the day and year first
above written.
Signed, sealed and delivered
in the Presence of-
Print Aame .1
Print Name:. 7 /1 6
STATE OF FLORIDA )
)SS:
COUNTY OF MiAM1 -DADS )
-9-
The foregoing instrument was acknowledged before me this � day May, 2013, by James
D. Obenour and Mary Lou Obenour, who are personally known to me or have produced
as identification.
My Commission Expires:
Notary Public, State of Florida
Print Name
.001L *a
•g201
k
OPIXET. 0M
r:W Anr, 2
. ,
CFN: 20130426623 BOOK 28653 PAGE 1006
MIAMI SHORES VILLAGE
Building Department
10050 NE 2 Ave, Miami Shores Fl, 33138
Tel: 305 -795 -2204• Fax: 305- 756 -8972
Permit No. REOC -4 -13 -818
Certificate of Re- Occupancy
Address: 1370 NE 103 Street
City: Miami Shores Village
State: Florida
Zip: 33138
This certificate ate verifies that the reference property has been inspected by Miami Shores
Village and has been determined to presently comply with schedule of regulations of
Miami Shores land and Development Code pertaining solely to the requirement that
each one - family dwelling is used and Intended to be used for a one - family dwelling
purpose only, however, this certificate does not constitute any representation or
warranty as to the condition of the dwelling or other structures on the premises
described herein, or any aspect of such condition, and interested persons are advised
and encouraged to make their own inspections of the promises In order to determine the
condition thereof.
Building Officials Approval:
Joe �
ALL CONiRACToRS A4USi
SUBknw.. OR THE VLLAGE
A Y� OF OUALIFIER'
S. Y OF LOCAL W
C. y Y OF LIABILITY 9
D. _COPY OF-WORKERS
COPY OFCERTtFICE
B.. :COPY OF MIs4N DADI
C. COPY OF LIABILITY H
D. COPY OF WORD t
VIDE COPIES OF LICENCES MD
MAINTAIN A.-FILE WITS! YOUR IMF
E'LIC CARD
TAX RECEIPT
f Ct}UPETENCY OF QUALIFIER
COUNTY MUNICIPAL•CONTRA6Y 2'S TAX
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QUALif 's LIC NUMBER:
E- MAIL ADDRESS (IF-APPUCABI
0ft8yzMiRy1ftw
EM SHORES VLEAGE BM DEPT
10M ME 2W AVE
NIMAII4140% FL 33138
MEAN OmmuffiAlress an man me-ummum a
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WALM! WS- E:
EDD-1111-1 2
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I Shores Village
ding Department
10050 N.E.2nd Avenue
Afllmmi Shores, Fiorida.33138
Teh (305).795404
Fair. (305) 75$.0972
.S EACH TIME •A PEROT IS
FOR A $M.i0 FEE PER YEAR.
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APOLO&A -01 SAEZM
CERTIFICATE OF LIABILITY INSURANCE DATB(MM 7I12J2013 2013YY)
_
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
NAME: ..,._,.
Insurance Office of America -LNG PONE, 4Q7 788 -3000 (A/C, N :407 78$ -7933
1855 West State Road 434 Al
Longwood, FL 32780 ADDRESS: _
INSURER (S I AFFORDING COVERAGE NAIC A
INSURER A: Southern- Owners Insurance Company 10190
INSURED INSURER e : Auto - Owners Insurance Company .__18988
A Polo & Associates Inc INSURER c! Star Insurance Company 18023
1524 NW 125th Ave
Apt 304 INSURER D :
Sunrise, FL 33322 INSURERE:
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.
LTR
TYPE OF INSURANCE
POLICY NUMBER wo E
A
LIMITS
A
GENERAL LIABILITY
X COMMERCIAL GENERAL LIAIMrrY
CLAIMS-MADE F OCCUR
72083153 j 3/112013
j
3/112014
EACH OCCURRENCE
S 1,000,000
PR MI E a oecurrgnce01
s 300,000
S 10,00
MED EXP (Any am person)
PERSONAL & ADV INJURY
S 1,000,00
GENERAL AGGREGATE
S 2,000,000
S 2,000,00
GEN'L AGGREGATE LIMIT APPLIES PER.
X POLICY PRO. LOC
JER
PROO=E- COMP/OPAGG
S
B
AUTOMOBILE LIABILITY
X ANY AUTO
WNED HULED
ALL AUTOS
X HfREDAUTOS X AUTOS ED
I
4841814000
3/1/2013
3/1/2014
COMBINED a LIMIT
1,000,00
BODILY INJURY (Per person)
$
BODILY SIJURY (Per accident)
S
CCI AG
S
S
UMBRELLA LIAB
EXCESS UAB
HCLAlMS-MADE
OCCUR
EACH OCCURRENCE
S
S
AGGREGATE
DED RETENTION S
S
IAND
C
WORKERS COMPENSATION
EMPLOYERS' LIABILITY
YIN
ANY PROPRIETORIPARTNERIEXECUTIVE0.078221500
OFFICERIMEMBER EXCLUDED? U
(Mandatory In NH)
U yes, describe under
DESCRIPTION OF OPERATIONS below
N / A
3/112013
3/112014
X VJCSTATU• X OR
^............"�..._.'""
S 1,000,000
E.L. EACH ACCIDENT
E.L. DISEASE • EA EMPLOYEE
S 1,000,000
E.L. DISEASE.- POLICY LIMIT LS 1,000,000'
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more space Is required)
1.Coverage is not provided for any employee for which the client is not reporting wages to EPS, Inc. Applies to 100% of the employee
of Advanced Construction Group, Inc. Effective 03/1/2013
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
Miami Shares Village AUTHORLWO REPRESENTATIVE
Building Department
10050 N.E. 2nd Avenue (�
Miami Shores, FL 33138 W/ _
©1988 -2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD
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NOTICE OF COMMENCEMENT
A RECORDED COPY MIST BE POSTED ON TAE JOB SITE AT CIE OF"W gWW=N
PERMIT NogF-- 6- (3
gq TAX FOLIO No
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE.
THE LIND84SIGNEbbeeby gives Wfft* gut Ift'1006VOMOrits Will be made to •artah row
PMPGft, and In acWdw00 with Chapter 713, Florida Statutes, the fobwhg W&nvfim
Is Provided In this Notice of Commencement,
111mlooffill
CFI 2013R0535693
OR Bk 28713 Ps 09461 (IPS) -
RECORDED 07/08/2013 10:09909
HARVEY RUVINY CLERK OF COURT
MIAMI�DADE COUNTYP FLORIDA
.LAST PAGE
SlIfte
above reserved fort of ngWdbV office
1. Legal-description Of Property and street /address: ACS-144L P-0,0LO-r. gr-- r !SU29&=,-C
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2. Description of improvement. c 12-Coa=,jU er
3. Oiffler(s) name and address; W
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in property; kb y," J1
Name and address ofibe QmPle "shakier f —UC- C
4.C.ontr-ador,s name. addms.arldnhnn,n.irnhar- A-ALIA-A rril
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,.WO W nt bond PS
pq qqW by ownerfrorn contractor, If any)
9 and phone ni.an
Ammint of bond $
6. Lon name { no address:
7 Po,, rsons within the Stateof Florida designated by Owner upon whom notices or other documents may be serVed,avided by
S. In kddftfoh to himself, Niners -designates the foo6wing s m!"M RR
"Cc i4tWatO Se0on
713.13(11*) Florida StiMse �8"Wi, Px7y.11K �wq Noce
Name; address and phone •Wrnber wrws'�my hanh& o&w sew.
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9. aolratloti date of this'Nclilco of Commencement' By-
(ft COMM We is I yaw from the date of wama
WAMM 16 0"Elt- AW . PAYMENTS MADE BY THE OWNER AFTER THE EXR
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_PN_PF THE WO=gQF
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CEMgNTA
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IMPROPER- PAYMENTS'UNDER CHAPTER 713i PART I,-SEqnoN 713.13. FLORIDA '* X 8
� M,,7 ST , AND CAN RESULT IN'YbU'R P"AYINO TINICE FOR
IM,--,=�AENTS,TOYOUK-,PFP,Pff"-ANO'nCE(W-MMMENCEMENTMU AEAE�,WANIY- - * " - SOW91YV- f3fltdhE THE
FIRST INSPECTION J. YOU *INTEND OBTAIN 06WED'ON lf4t
TO NOTICE FlkAkclk� doNwa wrrH YouA LENDER
OR RECORD)NGTOU NOTICE OF COMMENCEMENT
OR AN XTORNEY BEFORE COMMENCINOVORK
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ftparedlEly- -wm By
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and.
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that the fticts stated In It are true, 'to the best of my knoWledge and We[. S,
SIwwh 049) or Owner(b)s Authorized 011ficer/Director/PartnartMana9l
_o' 9) or Owne
BY
IMM-N P" 3 ono
s
' JUN 2 5 2013
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self- performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
TROPERTY_ OWNER—' <�:j I L-C ', j Ef — k Lei y
PERMIT # 9_ —%'3 13 k If
ADDRESS: L' l CS —T
FOLIO NUMBER: I I'3 2 C) 3C-JO RO®D ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS i>T2�QNTHSj: �
I I �4W
COST OF PROPOSED IMPROVEMENTS: 010, 0 �
(ATTACH COPY OF CONTRACT)
- -- a a
(TOTAL CUMULATIVE COST OF IMMVEMENTS (past and nropnsed)• � � � . S��
NAXiAAIE IIF-P!R24CIPAL STRUCTURE (attach appraisal): A .5"i� >c
PLANREVIEWER•
APnm --ZwA -a< 710 9
PLAN REVIEWER SIGNATURE: DATE:_
Created on June 2009
SUBSTANTIAL IN PROVEMENT / DAMAGE LIST
(NOTE. THIS LST IS INTENDED FOR - GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE)
ITEMS TO BE INCLUDED
ALL STRUCTUAL ELEMENTS,
INCLUDING
Foundations including;
Spread footing, Continuous footing,
isolated footing, piles and pile caps
Slabs including; Monolithic, floating,
elevated
Walls including; Exterior walls, Bearing
walls, Shear walls
Beams, Tie Beams, Columns and Posts
Wood decking, Floor and Roof Sheathing
Trusses, Joist
Windows /Doors
ALL BUILDING ELEMENTS, INCLUDING
Interior Partitions, Walls, Columns
Drywall, Ceilings,
Built in Furniture, Cabinets, Vanities
All Fixtures
Flooring, Tile, Carpet, Stone, Linoleum,
ect.
All Finishes including Drywall, Paint,
Stucco Plaster, Paneling, Tile, Marble,
and Moldings
Roofing Material
ALL HARDWARE
ALL UTILITY and SERVICE
EQUIPMENT
HVAC
Electrical System and Equipment
Plumbing System and Equipment
Security System and Equipment
Central Vacuum System
Plumbing Fixtures
Lighting Fixtures and Ceiling Fans
Water Systems including
Softeners /Filtration
Created on June 2009
ALSO:
All Labor and other Costs associated with
Demolition, Removing, Replacing,
Installing Building or Altering Building
Components
Construction Management / Supervision
Overhead and Profit
Equivalent cost for:
Donated Materials
Volunteer Labor (including owners and
friends)
Any Improvements Beyond Pre - damaged
Condition, including;
Utility Upgrades
Code Upgrades
ITEMS TO BE EXCLUDED
Plans and Specifications
Survey Costs
Elevation Certificate Costs
Permit fees
Debris Removal
Items not considered to be REAL Property
Rugs, Furniture, Refrigerator,
Appliances not Built -in
Outside Improvements, Including;
Landscaping
Sidewalks
Patios
Fences
Yard lights
Sheds
Gazebos
Irrigation
Pool
.0
Property Search - Report
t M
Property Information:
Folio
11- 3205- 030 -0080
Property Address
1370 NE 103 ST
Owner Name(s)
JAMES D OBENOUR &W MARY LOU
Mailing Address
1370 NE 103 ST
MIAMI SHORES FL
33138-2624
Primary Zone
1300 SGL FAMILY - 2801 -3000 SQ
Use Code
0001 RESIDENTIAL -SINGLE FAMILY
Beds /Baths /Half
4/4/0
Floors
2
Living Units
1
Adj. Sq. Footage
4,398
Lot Size
11,300 SQ FT
Year Built
1957
Full Legal Description
5 53 42
REPLAT OF TR B MIAMI SHORES BAY
PARK ESTS PB 63 -17
LOT 8 LESS Ell OFT & E10FT OF LOT 7
BLK 5
LOT SIZE 100.000 X 113
OR 12512- 646 -653 0585 1
IMPORTANT NOTICE:
The 2013 exemption and assessment values currently shown are preliminary
and are subject to change until they are certified on July 1.
Assessment Information:
Current Previous Previous 2
Year
2013
2012
2011
Land Value
$366,814
$332,926
$277,438
Building Value
$455,651
$510,057
$513,358
Market Value
$822,465
$842,983
$790,796
Assessed Value
$408,169
$401,347
1 $389,658
Benefits Information:
Current Previous Previous 2
Benefit
Type
2013
2012
2011
Disclaimer:
Page 1 of 1
MIAMI -DADE COUNTY
OFFICE OF THE PROPERTY APPRAISER
PROPERTY SEARCH SUMMARY REPORT
Carlos Lopez - Cantera
Property Appraiser
Aerial Photography 2012
Taxable Value Information:
Current
Previous
Previous 2
Year
2013
2012
2011
Exemption/
Taxable
Exemption/
Taxable
Exemption/
Taxable
County
$50,0001$358,169
$50,000/$351,347
$50,000/$339,658
School Board
$25,000/$383,169
$25,000/$376,347
$25,000/$364,658
City
$50,000/$358,169
$50,000/$351,347
$50,000/$339,658
Regional
$50,000/$358,169
$50,000/$351,347
$50,000/$339,658
Sale Information:
Date
Amount
OR Book -Page
Qualification Code
5/1985
$96,000
12512 -0646
Sales which are qualified
7/1978
$140,000
10116 -0163
Sales which are qualified
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS
positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this
website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade
County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or
action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at
http://www.miamidade.gov/info/disclaimer.asp.
Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov
GIS inquiries, comments, and suggestions email: gis @miamidade.gov
Generated on: Wed Jun 26 2013
http: / /gisweb.miamidade .gov /PropertySearch/printMap.htm 6/26/2013
CITY
copy
ROOF ASSEUBM AID ROOF -rop STRUCTURES
Florida Building Code Edition 2007 \
W04MO ly Hum Zorn Untform P t APB►► Form. ! A
amb c y
Of a aompon wd k not mod, MUMly as `WA")
System mmufacww. H -
Product Approval
Desffn Wind P'reasures, From RAS 428 or Cakukttotm;
ksulsdon Baas Layer:
Base kulation Shoe and T dalumse:
Bane Insulation Fastene rbi:
Top houlathm Layer:
Top lauktion Sbw and Thklmess:
Number of Wars Per huutatioll Board:
Field Perineter Corner,
iNuftab Comte NOW and Details as
Wig, Gutter, Edge Termination, Sing, Flashing,
Continum C194 Flashing Coping, Cant Base Flashing, Co�tnter-
indgCate: Mean Roof Height, Parapet Heigirt, Height of Base
Flashing, Component Material, Material Thicioum, Fastener
Type, Fastener Spacing or Submit
L
Top laudation Faaterer/Bonneting :v� / –� 7 S S
Mean
Base Siaet(s► a No. of Plr(s): _ P V) -16a sc Roof
Height
one Sham Fas
r
Ply Sheets) >>i No. Pyr(s): �LA
FLORIDA BL%JMG CODE — BUILDWO
AN
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High Velocky Hurricane Zone Uniform Permk Application Fonm.
Roof System Manufacturer:
Notice of Acceptance Number: _ �� 0
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations] 1. P2•
P P3:
Maximum Design Pressure
(From the Product Approval Specific System):
Deck Type:
Type Underlayment:.�� --����
Rol Slope:
42 Insulation:
Fire Barrier:
Ridge Ventil 7% Fastener Type & Spacing: ' 1
\ Adhesive Type: 13 k
Type Cap Sheet:
Mean Roof Height: ° Roof Covering:
Type & Size Drip .X L X V/Z
Edge:
FLORIDA BUILDING CODE — BUILDING
h
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High - Velocity Hurricane Zone Uniform Perntt Applkedon Form.
Secdoll E (Ills Calculations)
For Moment based the systems, choose either Method I or 2. Compare the values for Mr with the values from Mf:If the Mfvalnes are Ethan or
equal to the Mr values, for each area of the roof, then the the attachment method is acceptable.
Method 1 Moment Based Tile Calculations Per RAS 127"
� 2 M g. 9 Product A ppro val
Mf_! �0
Ts: ,�o � a`'��
Mg: r2
Product Approval MM L-15
Product Approval ��
Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product A
ALL wired Moment Resistance"
Mean Root Heigh ->
Roof Slope 16, 20' 2wr 30' 40'
4:12 ABA loo 112.9 1 F 291
RA2 28A 2@-a 29A 26-X
26-2 27-1 28A
*Must be used in coRjancdon with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based the systems an Method 3. Compered the values forF with the values for Fr. IftheF values are greater than or equal to the Fr values,
for each area of the mof, then the the attachment method is acceptable.
Method 3 Moment Based Tile Calculations Per RAS 127"
(Pt: x L = x W. = _) - W x cos 0 = Fr1 Product Approval F
(P2: x L = x w: = _) - W. x cos 0 = F12 Product Approval V.
rp_. v r _..
Nhere to Obtain Information
Dec on
Aymbol
Whom find
Design Pressure
—PlorP2orP3
RAS 1277ablal orbvanoghmodogmaysbmwaredbyPEbasWonASCE7
Mean Roof Haight
H
lJob Site
Roof Sl
8
Job Sitp
Aerodynamic Multinliet
d
M8
Product Amiroval
product Approval
Restoring Moment due to
vi
Attachment Resistance
M
Product Amoval
Regained Moment Resistance
Minimum Attachment
M
Calculated
F,
Product Approval
Uplift Resi stance
AverageTileWeight
Fr
Calculated
W
Product Avinoval
Tile Dimensions
L = length
W = width
Product Approval
1All calculations must be submitted to the budding official at the time ofycirrhappilication.
FLORIDA BUILDING CODE — BUILDING
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 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 t the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. A=etsystem ics•Workmanship: the workmanship provisions of Section R4402 are for the purpose of
pro ding that f meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. �Renalling 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).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In' buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. 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.
S. �Pondlng water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
o 'ginal roofing system is removed. Pounding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. _ Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of.the
roo
Owner /Agent's Signature Date Con ct gnature - Date
Revised on 7/9/2009 LD
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA. 92618
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 700 (Shake, Slate & Split Shake) 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 manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews NOA# 12- 0308.02 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12 -0904.03
Expiration Date: 12/06/17
Approval Date: 11/21/12
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a system using Saxony 700 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured
Boral Roofing LLC in Stockton, CA., 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 Test
Applicant Dimensions Specifications
Product
Description
Saxony 700 (Shake, Slate 1= 17" TAS 112 Flat, interlocking, high- pressure extruded concrete
& Split Shake) w= 13" roof file equipped with two nail holes. For direct
.58" thick deck or battened nail -on, or adhesive set
applications.
Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips,
w = varies rakes, ridges and valley terminations.
varying thickness Manufactured for each file profile.
2.1 PRODUCT DESCRIPTION
Stockton, CA
2.2 SUBMITTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Revort
Date
Redland Technologies
7161 -03
Static Uplift Testing PA 102
Dec. 1991
Appendix III
Redland Technologies
7161 -03
Static Uplift Testing PA 102(A)
Dec. 1991
Appendix III
The Center for Applied
94 -084 ❑
Static Uplift Testing PA 101
May 1994
Engineering, Inc.
(Mortar Set)
The Center for Applied
94 -060A
Static Uplift Testing PA 101
March, 1994
Engineering, Inc.
(Adhesive Set)
The Center for Applied
25- 7834 -2PA
Static Uplift Testing PA 101
Oct. 1996
Engineering, Inc.
(Horizontal Battens w/ 2 screws)
The Center for Applied
25- 7834 -4PA
Static Uplift Testing PA 101
Oct. 1996
Engineering, Inc.
(Horizontal Battens w/ 2 screws)
The Center for Applied
257814 -4PA
Static Uplift Testing PA 101
Sept. 1996
Engineering, Inc.
(2 Screws)
NOA No.: 12- 0904.03
awe CQ N7Y
P
Expiration Date: 12/06/17
A P R
Approval Date: 11/21/12
Page 2 of 7
2.2 SUBmrrrED EVIDENCE:
Test Agency
Test Identifier
Test Name/Report
Date
The Center for Applied
25- 7094 -2
Static Uplift Testing PA 102
Oct. 1994
Engineering, Inc.
(4" Headlap, Nails, Direct Deck,
New Construction)
The Center for Applied
25- 7094 -8
Static Uplift Testing PA 102
Oct. 1994
Engineering, Inc.
(4" Headlap, Nails, Battens)
The Center for Applied
25- 7094 -5
Static Uplift Testing PA 102
Oct. 1994
Engineering, Inc.
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
The Center for Applied
25- 7183 -6
Static Uplift TestingPA 102
Feb. 1995
Engineering, Inc.
(2 Quik Drive Screws, Direct Deck)
The Center for Applied
25- 7183 -5
Static Uplift Testing PA 102
Feb. 1995
Engineering, Inc.
(2 Quik Drive Screws, Battens)
The Center for Applied
25- 7214 -1
Static Uplift Testing PA 102
March, 1995
Engineering, Inc.
(1 Quik -Drive Screw, Direct Deck)
The Center for Applied
25- 7214 -5
Static Uplift Testing PA 102
March, 1995
Engineering, Inc.
(1 Quik Drive Screw, Batten
Redland Technologies
7161 -03
Wind Tunnel Testing PA 108
Dec. 1991
Appendix H
(Nail -On)
Redland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing PA 108
Aug. 1994
(Nall-On)
Redland Technologies
P0631 -01
Wind Tunnel Testing PA 108
July 1994
(Mortar S)
Redland Technologies
P0402
Withdrawal Resistance Testing of
Sept. 1993
screw vs. smooth shank nails
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC
PA 100
Walker Engineering, Inc.
Evaluation Calculations
Aerodynamic Multipliers
Sept. 2007
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set System
April 1999
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moments Due to Gravity
June 2007
Nutting Engineers
130
TAS 112
January 2007
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with
TAS 106.
33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
NOA No.: 12- 0904.03
Expiration Date: 12/06/17
Approval Date: 11/21/12
Page 3 of 7
4. INSTALLATION
4.1 Saxony 700 (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 (lbf)
Length -1(ft)
Wldth -w (ft)
Saxony 700 Slate, Shake & Split
Shake
8.1
1.417
1.08
Table 2: Aerodynamic Multipliers - A. (ft')
Tile
Profile
). (ft)
Batten Application
). (f e)
Direct Deck Application
,Saxony 700 Slate, Shake & Split Shake
0.289
0.313
Table 3: Restoring Moments due to Gravity - M9 (ft -lbf)
Tile
2 ":12"
3 ":12"
4":12"
5 ":12"
6 ":12"
7 ":12" or
Profile
28.70
1 Data noted in Table 3 is for installation with a 3" the headla .
greater
Saxony
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
700 Slate,
Deck
Deck
Deck
Deck
Deck
Deck
5.03
5.72
4.98
5.66
4.90
5.57
4.80
5.45
4.68
5.31
4.54
5.16
Shake &
Split
Shake
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -lbf)
for Nail -On Systems
Tile Profile
Tile Application
Approved Screws
2 screws
Saxony 700 Slate, Shake & Split Shake
Battens
17.4
Direct Deck
28.70
1 Data noted in Table 3 is for installation with a 3" the headla .
Table 7: Attachment Resistance Expressed as a Moment - M, (ft -lbf) .
for Mortar or Adhesive Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Saxony 700 Slate, Shake & Split
Shake
Adhesive Set
75.8
1. 3M 2-Component Foam Roof Tile Adhesive AH -160
2. Average patty weight was 45.6 grams
NOA No.: 12- 0904.03
Expiration Date: 12/06/17
Approval Date: 11/21/12
Page 4 of 7
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail
Below), or following statement: "Miami -Dade County Product Control Approved ".
BORAL ROOFING LLC SAXONY 700 TILE TILE (STOCKTON, CA.)
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
NOA No.: 12- 0904.03
t14nuanEC Expiration Date: 12/06/17
Approval Date: 11/21/12
Page 5 of 7
"I
APPROVED
PROFILE DRAWINGS
SAxoNy 700 CONCRETE Rom TILE (SLATE MODEL)
M.
SAxoNy 700 CONCRETE Rom TILE (Spurr SHAKE MODEL)
NOA No.: 12-0904.03
Expiration Date: 12/06/17
Approval Date: 11/21/12
Page 6 of 7
SAXONY 700 CONCRETE ROOF TELE (SHAKE MODEL
END OF THIS ACCEPTANCE
NOA No.: 12- 0904.03
Expiration Date: 12/06/17
Approval Date: 11/21/12
Page 7 of 7
7 Ctl�l�i"
KA
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Kirsch Building Products, LLC.
1464 Madera St. #387
Simi Valley, CA 93065
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
.SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Sharkskin Roof Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This new NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Jorge L. Acebo.
(A,PPROYcD
NOA No.: 09- 1123.02
Expiration Date: 07!14/15
Approval Date: 07/14/10
Page i of 6
t
ROOFING COMPONENT APPROVAL
Category
Sub - Category:
Material:
Roofing
Underlayment
Polypropylene
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Dimensions Test
Product
Specification
Description
Sharkskin CompTM
48" x 250' ASTM D226,
A multi -layer laminated roof underlayment
Type I or 11
comprised of a high - strength woven
polypropylene base with a UV & antioxidant
protection bond layer and a slip - resistant top
layer.
Sharkskin UltraTM
48" x 250' ASTM D226,
A multi -layer laminated roof underlayment
Type I or 11
comprised of a high- strength woven
TAS 104
polypropylene core with a UV & antioxidant
protection bond layer to both sides and a slip -
resistant top Iayer.
Sharkskin Ultra
48" x 250' ASTM D226,
A multi -layer laminated roof underlayment
RadiantTM
Type I or H
comprised of a high - strength woven
polypropylene core with a reflective barrier on
the underside and a UV & antioxidant
protection bond layer on both sides and a slip -
resistant top layipr. .
Sharkskin Ultra SAW
48" x 125' TAS 103
A multi -layer laminated roof underlayment
comprised of a high - strength woven
polypropylene core between two layers of UV
& antioxidant protection bond and a self -
adhering underside and a slip- resistant top
layer.
EVIDENCE SUBMITTED-.
Test Agency
Test Identifier
Test Name/Reyort Date
Trinity I ERD
K6550.08.07
TAS 114-C 08/20/07
K0810.12.05 -R1
ASTM D 1623 (AC152) 10/06/09
K3140.05.10
ASTM D -1623 05/18/10
K6540.07.07 -R2
ASTM D 226 10/08/09
K6540.03.08 -1
TAS 103/ TAS 117 -B 03/10/2008
K6540.03.08 -2
TAS 104/ TAS 117 -B 03/10/2008
K9210.05.08 -RI
TAS 103/ TAS 104 11/13/09
ASTM D 5147 /ASTM D 4798
NOA No.: 09- 1123.02
Expiration Date: 07/14/15
Approval Date: 07/14/10
Page 2 of 6
i
APPROVED SHARKSKIN SYSTEM ASSEMBLIES:
Deck Type 1:
Wood
Deck Description:
19/32" or greater plywood or wood plank
System E(1):
Base sheet mechanically fastened to deck, subsequent cap membrane self-adhered.
All General and System Limitations shall apply.
Base sheet:
One or more plies Sharkskin Ultra applied in single coverage method with
minimum 4" horizontal laps and minimum 6 "vertical laps applied as specified
below.
Fastening.
Mechanically fastened with approved nails & tin caps spaced 6" o.c. at the 4"
horizontal overlaps and 10" o.c. in a grid pattern having three, equally spaced,
staggered rows in the field of the sheet
Ply Sheet:
(Optional) Sharkskin Ultra. SA, self - adhered with minimum 2" horizontal overlaps
and minimum 6" vertical overlaps. Place the first course of membrane parallel to
the eave, rolling the membrane to obtain maximum contact. Remove the release
liner as the membrane is applied.
Membrane:
Sharkskin Ultra SA, self-adhered with minimum 2" horizontal laps and minimum
6" vertical laps. Place the first course of membrane parallel to the eave, rolling the
membrane to obtain maximum contact. Remove the release liner as the membrane
is applied.
When used in Tile roof systems the cap sheet shall be back nailed to deck with
approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side
Iaps and 6" o.c. at the end laps. No nails or tin caps shall be exposed
Surfacing:
Approved for asphalt shingle, mechanically fastened roof tile, foam - adhered roof
tile, non - structural metal roofing, wood shakes & shingles or slate roof assemblies
as specified within the Roof System NOA.
Note:
For tile roof assemblies, refer to RAS 118, 119 or 120 and the file manufacturer's
NOA. For foam - adhered file roof assemblies, approved use is limited to Polyfoam
tile foam adhesive.
NOA No.: 09- 1123.02
M114M� app Expiration Date: 07/14/15
Approval Date: 07/14/10
Page 3 of 6
1
Deck Type 1: Wood
Deck Description: 14/32" or greater plywood or wood plank
System E(2): Base sheet mechanically fastened to deck.
All General and System Limitations shall apply.
Base sheet: One or more plies Sharkskin Comps or Sharkskin Ultra& applied as specified
below:
Fastening: For slopes 3.5 : 12 (16.2 °) or greater.
Shall be applied in single coverage method, overlapping each course with a
minimum 4" horizontal lap. Mechanically fastened with approved nails & tin caps
spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three,
equally spaced, staggered rows in the field of the sheet.
For slopes 2.5:12 (11.80) to 3.5:12 (16.20):
Shall be applied in a double coverage method, overlapping each course with a
minimum 24" horizontal lap. Mechanically fastened with approved nails & tin caps
spaced 6" o.c. within 4" of the bottom edge of the horizontal laps and 10" o.c. in
one staggered row in the field of the sheet.
Surfacing: Approved for asphalt shingle, non - structural metal roofing, wood shakes &
shingles or slate roof assemblies as specified within the Roof System NOA.
Deck Type 2: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Base sheet mechanically fastened to deck.
All General and System Limitations shall apply.
Base sheet: One or more plies Sharkskin UItra® applied as specified below:
Horizontal Battens: Fastening: For slopes 3 : 12 (141) or greater:
Sharkskin Ultra shall be applied in single coverage method, overlapping each
course with a minimum 4" horizontal lap. Mechanically fasten Sharkskin Ultra
with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in
a grid pattern having three, equally spaced, staggered rows in the field of the sheet.
Install battens over Sharkskin UItra in accordance with RAS 119.
Counter Battens: Fastening: For slopes 3 : 12 (14 °) or greater:
Install vertical battens in accordance with RAS 11 g. Sharkskin Ultra shall be laid
horizontally in single coverage method, parallel to the eave with minimum 4 -inch
horizontal laps and minimum 6 -inch vertical laps over the vertical battens.
Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c.
at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced,
staggered rows in the field of the sheet. Horizontal laps shall be sealed with butyl -
based tape or other material specifically approved by Miami -Dade Product Control
& Kirsch Building Products. Vertical laps shall be minimum 6-inch wide and shall
break over a vertical batten to allow water to run away from the center point of the
vertical batten.
Surfacing: Approved for non - structural metal roofing, wood shakes & shingles or slate roof
assemblies as specified within the Roof System NOA.
NOA No.: 09- 1123.02
Wl�q�y�,DApECOLAV7�f Expiration Date: 07 /14/15
"
JAPPROYEDI Approval Date: 07/14/10
Page 4 of 6
Deck Type 1: Wood
Deck Description: 19/32" or greater plywood or wood plank
System E(4): Base sheet mechanically fastened to deck.
All General and System Limitations shall apply.
Base sheet: One or more plies Sharkskin Ultra Radiant® applied as specified below:
Horizontal Battens: Fastening: For slopes 3 : 12 (141) or greater: .
Sharkskin Ultra. Radiant® shall be applied with the reflective side up in single
coverage method, overlapping each course with a minimum 4" horizontal lap.
Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c.
at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced,
staggered rows in the field of the sheet. Install battens over Sharkskin Ultra in
accordance with RAS 119.
Counter Battens: Fastening: For slopes 3 : 12 (14 °) or greater:
Install vertical battens in accordance with RAS 118. Sharkskin Ultra Radiant®
shall be laid horizontally with the reflective side up in single coverage method,
parallel to the eave with minimum 4 -inch horizontal laps and minimum 6 -inch
vertical laps over the vertical battens. Mechanically fasten Sharkskin Ultra
Radiant® with approved nails & tin caps spaced 6" o.c. at the horizontal laps and
10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field
of the sheet. Horizontal laps shall be sealed with butyl -based tape or other material
specifically approved by Miami -Dade Product Control & Kirsch Building
Products. Vertical laps shall be minimum 6 -inch wide and shall break over a
vertical batten to allow water to run away from the center point of the vertical
batten.
Surfacing: Approved for non - structural metal roofing, wood shakes & shingles or slate roof
assemblies as specified within the Roof System NOA.
Deck Type 2: Steel
Deck Description: Minimum 18 -22ga, Type -B, 33ksi steel deck
System E(5): Base sheet mechanically fastened to deck.
All General and System Limitations shall apply.
Base sheet: One or more plies Sharkskin Ultra applied in single coverage method with
minimum 4" horizontal laps and minimum 6 "vertical laps applied as specified
below.
Fastening: Sharkskin Ultra is attached to the roof deck with Miami -Dade listed corrosion
resistant #10, #12 or #14 screws and metal stress plates. - Screws shall engage the
top flute of the steel deck and be of sufficient length for minimum 3/4 -inch
penetration. Screws & plates spaced 6" o.c. at all laps and three staggered rows
10" o.c. in the field of the roll or as specified within the roof system approval.
Surfacing: Approved for non - structural metal roofing assemblies as specified within the Roof
System NOA.
NOA No.: 09- 1123.02
Expiration Date: 07/14/15
Approval Date: 07/14110
Page 5 of 6
' r �
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in
compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in
strict compliance with applicable Building Code.
3. All Sharkskin Underlayments shall be applied to a smooth, clean and dry surface with deck free
of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. All
nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking
panels. Sweep the deck thoroughly to remove any dust and debris prior to application
4. Sharkskin Ultra may be used in asphaltic shingle, direct- deck/batten wood shake & shingle,
direct- deck/batten quarry slate or direct- deck/batten non - structural metal roof applications.
5. Sharkskin Comp may be used in asphaltic shingle, direct -deck Wood shake & shingle, direct -deck
quarry slate or direct -deck non - structural metal roof applications.
6. Sharkskin Ultra Radiant may be used in battened non - structural metal roof, battened wood shakes
& shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a
tile, asphalt shingle, direct -deck wood shakes & shingle, direct-deck non - structural metal or
direct -deck slate underlayment.
7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof file underlayment or as part of a
roof file underlayment system.
8. The Sharkskin UItra and Sharkskin Ultra SA two -ply underlayment system may be used in
asphalt shingle, mechanically fastened tile, foam - adhered tile, wood shake & shingle, quarry
slate or non - structural metal roof applications.
9. The standard maximum roof pitch for The Sharkskin UItra and Sharkskin Ultra SA two -ply
underlayment system shall be 5 :12 for flax file and profiled tiles with lugs. A maximum of 10
tiles per stack are allowed when loading tile on the underlayment.
10. Sharkskin Roof Underlayments shall not be applied over an existing roof system as a recover
application but may be applied as specified herein as part of an approved underlayment system.
11. Sharkskin Roof Underlayments shall not be left exposed as a temporary roof for longer than 180
days of application.
12. Sharkskin Roof Underlayments are components used in roof systems assemblies. Roof system
assemblies are approved under specific Notice of Acceptance. Refer to Prepared Roofing
System Product Control Notice of Acceptance for listed approval of this product with the
specific prepared roofing assembly.
13. Sharkskin Roof Underlayments may be used with any approved roof covering Notice of
Acceptance listings the Sharkskin product(s) as a component part of an assembly in the Notice of
Acceptance. If Sharkskin Roof Underlayments are not listed, a request may be made to the
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department
provided that appropriate documentation is provided to detail compatibility of the products, wind
uplift resistance and fire testing results.
14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current
Product Control Notice of Acceptance and applicable Building Code.
15. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's
name or logo, or following statement: "Miami -Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal as shown below.
END OF THIS ACCEPTANCE
NOA No.: 09- 1123.02
Expiration Date: 07/14/15
MlAhti�au� COUNTY Expiration
Date: 07/14/10
Page 6 of 6
i iiA a
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation.
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE I603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (3051 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tasted for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufWu er will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as desdribed herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRXPTION. GAF Conventional Built-Up Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. ff any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thro gh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 07- 1219.09
i Expiration Date: 11/04113
Approval Date: 03/20/08
(!3r Page 1 of 19
ROOFING SYSTEM APPROVAL
t Roofing
Sub- Cateeorv: BUR
Deck TM Wood
Maximum Dalm Pressure -75 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
P"d Dbikensions, Sueelfkation Desciftfien
Leak BusterTm MatrixTm 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote
307 Premium Asphalt adhesion of asphalt in built-up roofing.
Primer
GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt,
Granules cold process cement or emulsion. GAF
Mineral ShieldTM Granules shall be used for
flashing applications only.
Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs.
305 Fibered Asphalt
Emulsion
Leak BusterTm Matriem 1, 5 gallons ASTM D 2824 Fibered aluminum coating.
303 Premium Fibered
Aluminum Roof Coating
LeakBusterTM Matrix'm 55 gallons Elastomeric roof coating.
322 Elastomeric Roof
Coating
LeakBustrw` MatrixTm 55 gallons Asphalt emulsion fibwed.
Select Asphalt Emulsion
Fibered 306
Leak BusterTM MabftTM 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mineral
204 Wet /Dry Roof ASTM D-3409 stabilizer and fibers. Permits adhesion to
Cement wet and dry surfWas.
RUBEROID® Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing
Bitumen Flashing cement
Cement
LeakBuster= MstrixTM 5 gallons
201 Premium SBS
lg lent
GAFGLA #?5
S's 39.37-(l meter)
wide
ASTM D 4586 Asphalt flashing Commit
ASTM D 4601 Asphalt impregnated and coated glass mat
base sheet.
NOA No.: 07- 1219.09
Kxpirntlon Date: 11AW13
Approval Date: 03120/08
Page 2 of 19
t
Test Produet
Product Dlmegdoas fication Desedution
GAFGLAS* #80 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass
ULTIMATm Base Sheet wide base sheet
GAFGLAS"
Flex PlyTm 6
Ply 4
Surfaced Cap
3937" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt with
wide asphalt coating.
39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with
wide asphalt coating.
39.37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
wide surfaced with mineral granules.
AIRMLAS- 39:37" (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet
EnergyCapTK Mineral wide surfaced with mineral granules with factory
Surfaced Cap Sheet applied layer of TOPCOAT®EnergyCoteTM.
GAFGLASO
STRATAVENr
Eliminator= Perforated
GAFGLASQD Flashing
GAFGLAS"
STRATAVENIO
EliminatorTm Nailable
RUBEROO SBS
Heat WeldTm Smooth
RUBEROUP SBS
Heat-WeldTm Granule
RUBEROID® SBS
Heat We1dTM 170 FR
RUBEROID® SBS
Heat-Weldrm PLUS
RUBEROO SBS
Heat Weld'' PLUS FR
RUBEROMP SBS
Heat- WeldTm 25
39.37" (1 meter) ASTM D 4897
wide D 3672
Various
39.37' (1 meter) ASTM D 4897
wide D 3672
1 metei (39.37 ") ASTM D-6164
wide
1 meter (3937 ") ASTM D-6164
wide
1 meter (39.37 ") ASTM D -6164
wide
1 meter (3937 ASTM D -6164
wide
l meter (39.3 T) ASTM D-6164
Wide
1 meter (3937 ASTM D -6164
wide
RUBEROID* Modified 3937" (1 meter) ASTM D4601,
Base Sheet wide Type % UL
Type 02 BUR
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embe&W in asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sum
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating.
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non-Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non-Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -Woven Polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Premium glass fiber reinforced SBS
modified base sheet
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03t20108
Page 3 of 19
I
kMd
RUBEROID® 20
RUBEROV Mop
Granule
Tat
Dimes specification
Prodaet
Raffilft
3937" (1 meter) ASTM D 6163 SBS modified asphalt base sheet and
wide ASTM D 5147 interply shed reinforce with a glass fiber
39.37" (i meter) ASTM D 6222
wide ' ASTM D 5147
RUBEROID® Mop Plus 39.37" (1 meter) ASTM D 6222
(Granule) wide ASTM D 5147
RUBEROID0 MOP
Smooth
RUBEROM*MOP
170FR
RUBEROIDP MOP FR
RUBEROID® TORCH
Smooth
RUBEROIDP TORCH
Granule
RUBEROIV* TORCH
PLUS (Granule)
RUBEROIDP TORCH
FR
RUBEROID* 170FR
TORCH
39.37" (1 meter) ASTM D 6164
wide ASTM D 5147
3937" (1 meter) ASTM D 6164
wide ASTM D 5147
39.37" (1 meter) ASTM D 6164
wide ASTM D 5147
39.37" (1 meter) ASTM D 5147
wide
3937" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
3937" (1 meter)
Wide
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
RUBEROIDP 30 39.37" (1 meter) ASTM 'D 6163
wide ASTM D 5147
RUBEROIDP 30 FR 39.37" (1 meter) ASTM D 6163
wide ASTM D 5147
RUBEROMP 39.37"(1 meter) ASTM D 6298
ULTRACLADP wide ASTM D 5147
RUBEROID® Dual FR 39.37" (1 meter) ASTM D 6164
Wide ASTM D 5147
Vent Stacks (metal and TAS 100(A)
plastic) ASTM D 1929
ASTM D 635
mat.
Non-woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer-modified asphalt and smooth
surfaced.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfed with mineral granule's.
Heavy duty, polyester reinforced, asphalt
modified bitumen membrane, smooth
surface.
Asphalt impregnated, coated felt, surfaced
with mineral granule.
Heavy duty, polyester reinforced, asphalt
modified bittunen membrane, granule
surface.
Heavy duty, polyester reinforced, coated
with fine retardant asphalt modified bitumen
membrane, granule surfkce.
Heavy duty, polyester reinforced, coated
with fire retardant asphalt modified bitumen
membrane, granule surface.
Non -woven fiberglass mat coated with
polymer modified asphalt and surfaced with
mineral gramiles.
Non -woven fiberglass mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Woven fiberglass mat.coated with Polymer
modified asphalt and surfaced with
aluminum, copper or stainless steel foil.
Non woven polyester and fiberglass mat
coated with file retardant, polymer modified
asphalt and surfaced with mineral granules.
One way valve vent used to relieve built -up
pressure within the roof system. GAF Vent
Stacks are available in metal or plastic.
NOA No.: 07- 1219.09
Expiration Date: 11!114113
Approval Date: 03t"
Page 4 of 19
1 �
Cement
Leak BusWTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt
102 SBS Adhesive Adhesive.
Leak BusterTM MatrixTu 5 gallons ASTM D4596 Cold Applied Modified SEBS Asphalt
202 SB8 Flashing Adhesive — Flashing Grade.
Cement
Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement
203 Plastic Roof Cement
Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive.
103 Cold Process
Adhesive
NOA No.: 07- 1219.09
ltxpiration Date: 11!003
Approval Date: 0312W
Page 5 of 19
Teat
Product
Product
DhMisions
Sncidfication
Leak Busteem MatrixTM
5 gallons
ASTM D2824,
Non - fibered aluminum pigmented, asphalt
302 Non Fibered
Type 1
roof coating.
Aluminum Roof Coating
GAF Built -Up Roofing
100 lb. cartons,
ASTM D312,
Interply mopping and surfacing asphalt.
Asphalt
bulk
Types I, II, III
and IV
RUBEROI& MOD
60 lb. kegs
SEBS modified asphalt.
Asphalt, Asphalt L &
Asphalt P .
Leak BusterTM MatrixTM
5 gallons
Surface coating for smooth surfaced and
602
mineral surfaced roofs.
Leak BusterTM MatrixTM
5 gallons
Surface coating for smooth surfaced and
715
mineral surfaced roofs.
LeakBusterTM MalrixTM
2 gallons
Surface coating for smooth surfaced. and
531 WeatherCoteTM
mineral surfaced roofs.
SeamCotew
2, 5 gallons
proprietary
Elastomm is roofing membrane. .
FireOutTM
51 55 gallons
Low VOC, fire barrier coating.
VersaShicie
350 sq ft. roll
Non-Asphaltic Fiberglass-Based
Underlayment.
VersaShielde FB-iS
350 sq ft. roll
Non - Asphaltic Fiberglass -Based
Underlayment.
VersaShiele FB 2S
350 sq ft. roll
Non- Asphaltiq Fiberglas -Based
Underlayment.
TOPCOAT® FireShieie
5, 55 gallons
ASTM D-412
Elastomeric roofing membrane
MB
ASTM D -21 -96
ASTM D1475
ASTM E -1644
Leak BusterTM MatrixTm
5 gallons
ASTM D3019
Cold Applied Modified SEBS Asphalt
201 SBS Flashing
Adhesive — Flashing Grade.
Cement
Leak BusWTM MatrixTM 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt
102 SBS Adhesive Adhesive.
Leak BusterTM MatrixTu 5 gallons ASTM D4596 Cold Applied Modified SEBS Asphalt
202 SB8 Flashing Adhesive — Flashing Grade.
Cement
Leak BusterTM MatrixTM 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing Cement
203 Plastic Roof Cement
Leak BusterTM MatrixTM 5 gallons ASTM D3019 Cold Applied Asphalt Adhesive.
103 Cold Process
Adhesive
NOA No.: 07- 1219.09
ltxpiration Date: 11!003
Approval Date: 0312W
Page 5 of 19
1 4 •
Prodact
Leak BusterTM MatdxTM
303 Fibered Aluminum
Roof Coating
Leak BusterTM MatdxTM
304 Non Fibered
Aluminum Roof Coating
Test Product
Dim -us t- dfieation Deserlution
S gallons ASTM D 2824 Fibered aluminum dating.
5 gallons. ASTM D2824, Non - fibered aluminum pigmented, asphalt
Type I roof coating.
APPROVED INSULATIONS:
Product Name.
EnergyGuardTM RA, RN
Composite A & N
EnergyGuardTM Fiberboard
EnergyGuardTM Permalite
EnergyGuardTm GAFCANTrM
EnergyGuadm Permalite Recover
Board
EnergyGuardTM Tapered Edge Strip
EneruGuardTM Perlite
EnergyGuardTM High Density
Fiberboard
EnergyGuardT" Composite
EnergyGuardTM Composite RA
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Dens DecO, Dens Deck® Prime„
Dens Deck® Dura Guardw
Structodek
SecurockTM
Table 2
Product Description.
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
porlite insulation. .
Fiberboard insulation.
Perlite insulation board
Cut perlite board
Perlite recover board
Manufacturer
(Yytth Current NOA)
BMCA '
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp..
GAF Materials Corp.
Tapered perlite board GAF Materials Corp.
Perlite insulation board GAF Materials Corp.
High density wood fiord insulation. GAF Materials Corp.
Polyisocyanuratetwood fiberboard
composite
Polyisocyanuratetwood fiberboard
composite
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Wood fiber insulation board
Fiber reinforced roof board
BMCA
BMCA
generic
generic
generic
G P Gypsum Corp
Knight Celotex
USG Corporation
NOA No.: 07- 1219.09
Expiration Date: 11!04/13
Approval Date: 03/20M8
Page 6 of 19
EVIDENCE SUBMITTED:
Test._,.,_ Agency
Test Identi
De w-if tin
bite
Factory Mutual Research Corp.
APPROVED FASTENEPS:
4470
07.02.97
J.I.3B9Ql AM
4470
TABLE 3
J.I.ODOA8.AM
Fastener
Product
Product
J.I.OD 1 A8.AM
Manufacturer
Number
. Name
Description
Dimensions
(With Current NOA)
1.
Drill -TecTu #12 Standard,
Insulation fastener and
Various
GAF Materials Corp.
GAF -012-02.02
#14 and #15 extra Heavy
Base Play fastener for
QAF -020-02 -01
ASTM D 4977
Duty Fastener, Heavy
steel, wood & concrete
02 -005
TAS 114
01.18.02
Duty Roofing Fastener
decks.
TAS 114
03.22.02
2.
Drill -TecTu ASAP
Pre assembled Drill-
Various
GAF Materials Corp.
TecTn Fasteners and
metal and plastic plates.
3.
Drill TecTm 412 or #14
Base sheet fastening
Various
GAF Materials Corp.
Standard screws with
assembly.
AccuTrac Plate
4.
Drill-TecTm Galvalume
Round Galvalume stress
3" and 3 W
GAF Materials Corp.
Plates
plates.
5.
Drill -TecTu
Round polypropylene
3" and 3 16"
GAF Materials Corp.
Polypropylene Plates
stress plates.
6.
Drill -TecTm AccuTrac
Square Galvalume'
3" Square
GAF Materials Corp.
Plate
coated steel plate.
EVIDENCE SUBMITTED:
Test._,.,_ Agency
Test Identi
De w-if tin
bite
Factory Mutual Research Corp.
J.I.2B8A4.AM
4470
07.02.97
J.I.3B9Ql AM
4470
01.08.98
J.I.ODOA8.AM
4470
07.09.99
J.I.OD 1 A8.AM
4470 - TAS 114
07.29:94
J.I.OY9Q5.AM
4470 - TAS 114
04.01.98
3029832
4470 - TAS' 114
05.11.07
PRI Asphalt Technologies, Inc.
GAF -012-02.02
Physical Properties
11.06.01
QAF -020-02 -01
ASTM D 4977
02.01.02
IRT of S. Fl.
02 -005
TAS 114
01.18.02
_02 -014
TAS 114
03.22.02
NOA No.: 07- 1219.09
Expiration Date: 1110 M
Approval Date: 03120!08
Page 7 of 19
j r
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.
Firs Barrier:
FireOutTM Fire Barrier Coating, VersaShieldo Non-Asphaltic Fiberglass-Based
(optional)
Underlayment or Securock`rm.
Base sheet:
GAFGLASe #80 ULTRAATm Base Sheet, STRATAVENTO EliminatorTu
Nailable, RUBERO& Modified Base Sheet, RUBEROID® 20, RUBEROID®
Heat- Weld7m Smooth or RUBEROID® Heat- WeldTm 25 base shat mechanically
fastened to deck as described below,
Fastening Options:.
GAFGLAS® Ply 4, GAFGLAe Flax Plym 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 pe,, See General Limitulion #7)
OAFGLAS40 Ply 4, GAFGLA99 Flex PIyTM 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Te;Tm #12 standard, #14
or # 15 Screws and 3" Drill-TecTm steel plate or Drill -TecTw AccuTrac Plates,
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the shat,
GAFGLASe Flex PIyTId 6, GAFGLAe #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 S S s , See General ti nfth ion #7)
LAS® #80ULTIMATM, RUBEROID ®20, Mop Smooth,
base sheet attached to deck with approved I ve 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 -6e psf, See General Limitation #7)
GAFGLAS® #75 Base Shat or any of above Base sheets attached to deck with
Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or
Drill-Tedm AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure -6# psf, See GeneW Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and:3" inverted Drill TecTm insulation plates at a fastener spacing of 9" o.c. at
the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure -69 psf, See General Limitation #n
NOA No.: 07- 1219.09
Expiration Date: 1VO4113
Approval Date: 03120M
Page 17 of 19
NOA No.: 07- 1219.09
Expiration Dates 1104/13
Approval Date: 03/20/08
Page 13 of 19
GAFGLAS® #75 Bass Sheet or any of above Base sheets attached to deck with
Drill TecTa #12 standard, #14 or # 15 Screws and 3" Drill -Tedm steel plate or
Drill -Team AccuTrac Plates, 8" o.c. in 4 rows. One roW is in the 2" side W.
The other rows are equally spaced approximately 9" o.c..in the field of the sheet.
(Mtr dAm Deign Pressure —7S pV,, See General Llkatlon V).
Ply Sheet:
One or more plies of GAFGLAS® PLY 4, #80 ULTaut, RUBEROV MOP
Smooth or RUBEROV 20 adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 2040 IbsJsq.
Cap Sheet:
(Optional} One ply of GAFGLAS® Mineral Surfaced Cap Sheet or
GAFGLASa'EnergyCapTM Mineral SuAced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 2040 lbsJsq.
Surfacing:
(Optional, required if RUBERO`W* MOP Smooth or RUBEROIDP 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in
a flood cot of approved asphalt at 60 lbsJsq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 gaUsq.
2. GAFGLAe Mineral Surfaced Cap Sheet, GAFGLAr Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 2040 lbsJsq.
3. Leak BustsrTm MatrixTm 303 Premium Fibered Aluminum Roof
Coating,.at 1.5 gaUsq.
4. Leak Bustaim MatrixTm 715, Leak BusWTm MatrixTM 322,
TOPCOAT MB +, TOPCOAT* Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gaUsq.
5. Leak BustwTm MatrixTm 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCotce roof coating applied at 1 to 1.5 gdiJsq.
6. TOPCOAT® Surface Seal, TOPCOAT' Fir"Nele SB Solvent
based Elast omeric Roofing Membrane applied at Ito- 1.5 galJsq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
Maximum Design
Pressure:
See Fastening Above
NOA No.: 07- 1219.09
Expiration Dates 1104/13
Approval Date: 03/20/08
Page 13 of 19
1 x 0 r
WOOD DECK SYSTEM LBUTATIONS:
I A slip sheet is required with Ply 4 and Flex P1yT7A 6 when used as a mechanically fastened base or anchor
t sheet.
2. Minimum Ve Dens Deck7m or '/" Type X gypsum board is acceptable to be installed directly over the
wood deck.
GEw u L LlaigITAnow
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 2040 IbsJsq., 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. N 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi:
S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F5 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 "Sri value listed within a specific
system. Should the fastener resistance be less than that required, as determined by the Building Official,
a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or
Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal
resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with
Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas.
Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with
Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is
specifladly referred within this NOA, General'Wdtation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation fisted shall be applicable to all roof pressure zones (i.e. field,
perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this
limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.)
10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9 &72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 07- 121909
Expiration Date: 11104/13
Approval Date: 0MM
Page 19 of 19
a + 0 1
"GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems.
"GAFGLASO Flex Ply 6" and 'Tri-Ply® Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2'k to 3- gal /100-
ftZ.
"Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid@ 20" or "Ruberoid@ 20 Frr
"Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid@ Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberoid@ Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classification.
Class A
I. Deck: C -15/32 Incline: 3
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, any thickness.
Ply Sheet: — Three or more plies Type GI or "GAFGLAS@ Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped.
Surfacing: — Gravel.
2. Deck: C -15/32 Incline: 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or 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 or "GAFGLAS* Ply 4" or "Tri-Ply* Ply 4" or "GAFGLAS@ Ply 6 ".
Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri-Ply* Mineral Surfaced Cap Sheet " or "GAFGLAS@
EnergyCap— BUR Mineral Surfaced Cap Sheet."
3. Deck: NC Incline: 2
Insulation (Optional): - One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate
composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum.
Ply Sheet: — Two or more plies Type G1 "GAFGLASO Ply 4 ", "Tri-Ply* Ply 4" or "GAFGLASO Ply 6 ".
Cap Sheet, — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or -rri-Ply* Mineral .Surfaced Cap Sheet" or "GAFGLAS@
EnergyCap— BUR Mineral Surfaced Cap Sheet."
4. eck: C -15/32 �Xncline-i Slip Sheet (Optional): — Red rosin paper, nai
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 "GAFGLASO #75 Base Sheet" or'Tri-Ply* #75 Base Sheet" (may be nailed).
Ply Sheet: - One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply* Ply 4" or GAFGLAS@ Ply 6 ".
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply* Mineral Surfaced Cap Sheet" or "GAFGLAS@
EnergyCap' BUR Mineral Surfaced Cap Sheet."
Surfacing (optionali. — "TOPCOAT* EnergyCote —" applied at a rate of 2 -gal /100 -f:2.
5. Deck: NC
Incline: 3
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply* #75 Base Sheet ".
Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply* Ply 4" or "GAFGLASO Ply 6 ".
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet" or "GAFGLASO
EnergyCap'" BUR Mineral Surfaced Cap Sheet."
6. Deck: C -15/32 Incline: 2
Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite / polyisocyanurate composite, perlite /urethane
composite, phenolic, 1 in. minimum (offset a minimum of 6 -in. from plywood deck joints).
Base Sheet: — One or more plies Type GS or Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or
"Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Pius" or "Ruberoid@ Mop Granule" or "Ruberoid@
Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or'Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatch— APP
Modified Granular" or "Tri-Ply@ TP -4G" or "Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth ".
Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-Ply@ Mineral Surfaced Cap Sheet "or "GAFGLAS@ EnergyCap-
BUR Mineral Surfaced Cap Sheet" fully adhered with hot roofing asphalt.
7. Deck: C -15/32 Incline: 2
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, any thickness.
Base Sheet: — Two or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies Type G1.
Membrane: — One or more plies "Ruberoid@ Torch Smooth" or "Ruberoid@ Torch Granule" or "Ruberoid@ Torch Granule Plus" or
"Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop Granule" or "Ruberoid@
Mop Plus Granule" or "ROOFMatchTM SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "ROOFMatchTM APP
Modified Granular" or'Tri -Ply@ TP -4G" or'Tri-Ply@ TP -4" or "Ruberoid@ Dual Smooth ".
