RF-13-1352 Miami Shores Village
Building Departme nt
g p JUN 12 2013
10050 N.E.2nd Avenue,Miami Shores,Florida 33138.
Tel: (305)795.2204 Fag: (305)756.8972 =r
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20 lc_::�
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: I GI N LJ ST. a
City: Miami Shores County: Miami Dade zip3
: -s1 3b
Folio/Parcel#:
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): 1 6/ RCI A Phone#:
Address: i(afi) �'"� 10',
city: -M 1 A 4 I State:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: t1_4' (Y,6 WA,.% tMJ- Phone#: 186 W SOP
Address: 10 W 3 !U L ) '& 6r.
city: TF—H se®KEE. Fi Pt 1 State: F2-
Qualifier Name:, E4ZAK � -(?A&P01 Phone#:
State Certification or Registration#:c, /S Z 9 9�93 _Certificate of Com etency#:
Contact Phone#:�-� ZB1 1pq� Email Address: C,�4T�'GVC6 C. �AAi�. W
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ -Z Square/Linear Footage of Work- 1�
Type of Work: ❑Addition DAlteration ONew epair/Replace ODemolition
Description of Work: H I A-VIC MP4/2 O&j F9DA/0-' Q P (TRE (F1Xe7PF 1"'.
93 fs r A <,Om r W006
Color thru file:
��rs�rus&pie:tr�e�aYde�r�rrr�e�rrs���YYaY�r�ks����:�:�etrr�ieskY�F�Y�ex�a�eta�e�rtatade�e+Yda�catr�r�r�r�r�iae�r�rs&�a������er&�e�arrtrtr�eY�tr�e�
Submittal Fee$� Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$ 041 °
Bonding Company's Name(if applicable)
Bonding Company's Address
City State zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO O R: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCE T MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMEN S T YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, ONS T WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING Y UR N TICE OF COMMENCEMENT."
Notice to Applicant. As z conditi to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith th t a cop of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subje to atta hment. Also, a certified copy of the recorded notice of commenceme must be posted at the job site
for the first inspection ccurs seven (7) days after the building permit is iss ed. In the abs J ce of such posted notice, the
inspection will not ap ov and a reinspection fee will be charged.
Signature Signature
i
ent Contractor
The foregoing instrument w acknowledged before me this A— The foregoing instrument was acknowledged before me this
day of�"t!/� ,20/3 ,by SeRfM L day of 1A1 1 ,}20'b,by C
who is personally known to me or who has produced who is personally known to me or WhQ has.produce 6
As identification and who did take an oath. as identification and'who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
-%J1ninI///,,
Sign: Sign' S
Print: A 1 S RUIZ Print: _
OWN=#Mom
My Commission Expires: DIES 17,20'16 My Commission Expifvs: HIM
tetstn�aartce , . ,Commission #: ,-
%�cs'� ..EE1i3Q59:N
APPROVED BY 6 0 q Plans Examiner Zoning
Structural Review Clerk
(Revised 5/2/2012XRevised 3/12/2012))(Revised 06/10/2009XRevised 3/15/09)(Revised 7/10/2007)
T-
Lj I� o , 4V
M P.rn Shores Wlaae V
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES. � LO13 ^
JJUU Air. ;, r=l) BY DATE
Florida Building Code 4.4_1 0911tigQ97 Iff�
High-Velocity Hurricane Zone Uniform Pr rmtt Application Form.
_..__CT i 0,- P1 ',r`NCE Vvl F1-i A-L FEDERAL
I
Section A (General in'fotmation)
Master Permit No. Process No.
Contractor's Name C� r i
Job Address t3 ` �� tl
ROOF CAUGORY
• Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile
•Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 750
ROOF TYPE
❑ New Roof ❑ Reroofing ❑ Recovering Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF)
Section B(Roof Plan)
Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.
Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of
parapets.
T-40 gir- - 2
FLORIDA BUILDING CODE—BUILDING REVION
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 4402.14
HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2007
High Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System Required Sections of the Attachments Required
Permit Application Form See List Below
Low Slope Application ABC 1 2 3 4 5.6.7
Proscriptive BUR-RAS 150 ABC 4.5.6.7
Asphaltic Shin les A B D 1.2.4.5.6.7
Concrete or Clay Tile A B D E 1.2.3.4.5.6.7
Metal Roofs ABD 1.2.3A.6.6.7
Wood Shin ales and Shakes ABD -124567
Other As Applicable 1.2.3.4.5.6.7
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Chapter 16,or If Applicable,RAS 127 or RAS
128
4. Other Component of Product Approval
5. Munlcl al Permit Application
6. Owners Notification for Roofina Considerations(Reroofing Only)
7. Any Required Roof Testin Calculation Documentation
FLORIDA BUILDING CODE—BUILDING
(� Miami Shores Village - I
A� JUL 10 01�
Building Department
10050 N.B.2nd Avenue,hfiami Shores,Florida 33138 _
Tel:(305)795MM Fag:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 201'D
BUILDING Permit No.
PERMIT APPLICATION Master Permit No. `%0 la—
Permit Type: BUILDING ROOFING
JOB ADDRESS: 6C11 QW
City: Miami Shores County: Mami Dade gip:-- p
Folio/Parcew.
Is the Building HMerlc ally Designates:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): stnl t-� �SP Q1 A- Phone#:
Address: j ja /off 1.ok, -- S"b
City: 7i1 &j - State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: ( ►F—RAL Phone#:
Address:
City. ?k-. o 0 State: zi P•• 3X45
-
Qualifier Name: 7.hi-Aa UQ G'%,-�-1 Phone#:
State Certification or Registration#: CCC- l Certificate of Competency#.
Contact Phonet 4� Email Address:
DESIGNER:AmbitecdEngineei. Phone#:
Value of Work for this Permlt:$ J San_areff near Poo of Work:
Type of Work: OAddition DAlteration DNew ®f Place ODemolition
Description of Work:
K Ij�a V%109MM
Color t
•�sa�:ewrra�*�w*��s+e«x�weeax���saees*F�����**w�.yea**««*s�«+ws+�►*s**e�s�s*�r�+�«*�
Submittal Fee$ Permit Fee ° ey CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ TrabdugWAuc ation Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
city State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELI.S,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 cert{Jied copy of the recorded notice of commencement must be posted at the job site
for the fast inspection which occurs seven (7) days after the building permit is issue In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument w s acknowledged before me this—
day day of .20_,by day of `J 20 LS,by
who is personally known to me or who has produced who is personally known to me or who has produced EL 11
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUB ``��LIC:
Arlg,,,rte.
Sign: Sign:
Print: Print
My Commission Expires: My Commission
APPROVED BY /� Plans Examines Zoning
Structural Review Clerk
(Revised 3/1=012)(Revised 07/10/0WWviW 06/100W)(Revised 3/15/09)
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-194719 Permit Number: RF-6-13-1352
Scheduled Inspection Date: August 27,2013 Permit Type: Roof
Inspector: Rodriguez,Jorge
Inspection Type: Final Roof
Owner: GARCIA,JOHN Work Classification: Repair Roof
Job Address:169 NW 104 Street
Miami Shores, FL Phone Number
Parcel Number 1121360131370
Project: <NONE>
Contractor: LATERAL CONSTRUCTION INC Phone: (786)281-3077
Building Department Comments
MINOR REPAIR ON FRONT OF PROPERTY. REPLACE Infractio Passed Comments
SOFFIT WOOD INSPECTOR COMMENTS False
Inspector Comments
CREATED AS REINSPECTION FOR INSP-193652. NEED REVISION FOR
Passed �� REPAIR ON VENT AT CENTER OF HOUSE. JR
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 26,2013 For Inspections please call: (305)762-4949 Page 14 of 38
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High-Velocity Hume Zone Uniform Permit Application Form.
Section D (Steep Sinned Roof System)
Roof System Manufacturer: �1s LZ��2l� V%c>F
Notice of Acceptance Number: to _ 0 5-16, �� �� 12 _ O 5 1S.0 7
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations)1: 41- P2: ®. P3: 100-6
Maximum Design Pressure
(From the Product Approval Specific System): — liz ��►
-Steep Sloped-Roof System nescdPtoOn
Deck Type: j r � by 6+�
Type Underlayment: I VA er,t± v t�A} W e- -yr 66e- F -30
Roof Slope:
— - 12 Insulation: iL A
Fire Barrier: W
Ridge Ventilatl Fastener Type&Spacing:
�
ire
Adhesive Type: t
Type Cap Sheet: [e1 h6l'-swe 1'0115 'JT(lP)yS
Mean Roof Height: 44 Roof Covering: ( 'e ',6464 5th it
Tz
Type&Size Drip
Edge:
FLORIDA BUILDING CODE—BUILDING
,c r
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
Htgh-Vehnity Hurricane Zone UMtorm Permit Appllcation Form.
-tectinn 9 Prlle Calculaticn4
ForMomentb"W the systems,chooseehhuMedwd 1 or 2 Compareta vahms forMr with the values from Mf Ifthe Mfvalues are greater than or
equal to the Mr values,for each area of the roof,then the tale attachment method is acceptable-
Method Method 1"Moment Based Tile Calculations Per RAS 127"
(pl:47.b x).J,23y=k,f Mg:6'�3 °Mr1✓r A Product Approval Mf
(Py:40O 6 .;L D.t'3 i Z.641 )-Mg: •13 a me La�,s)1 Product Approval Mf
(P,(pp.6 x X Z55' =Z 6�1�)-Mg: 4'1 =Mr3 17-.11 Product Approval Mf
Method 2"Simphi8ed Tile Calculations Per Table Below"
79. L
Moment of Resistance(Mr)From Table Below 2 P J
M ulred Moment Resleftnce`
Mean Roof Helght-> 78, 20, 2F 3W 40'
Roof S!o
33 A 29-11 27.3
28A 20.1 212 22 A
29 2LD 22A-
q1—
*Must be used in conjuvedon with a list of moment based file systems endorsed by the Broward County Bard of Rules and Appeals.
For Upliftbased We systems use Method 3.Compared the values for F with the values forFr.Ifthe F values are greaterthan or equal to the Fr values,
for each area of the roof,then the We attachment method is acceptable.
Method 3"Moment Based Me Calculations Per RAS 127"
(Ph: X I a x w -__�-W' X cov B _=Fl Product Approval F'
(P 2. x L a x yr_��-W x C090—=F,2— product Approval F'
(p: x L a x w:- -14: x cos 8 _-F,3_ Product A val F'
SO
to flAd
RAS 1
i
7 TabWe I an FE based on 7
j site
Ab
M0WVJlW
Restoring Moment due to M e Product Approval
�.
Attadmill
Miuimmn Ann m cni V Product Approval
WciWM Pwduct AvMMW
=
Tile Dimensions L length Approval
W=
11 culati m be s tted to tie bnildin at the of a.
FLORIDA BUILDING CODE—BUILDING
ti t
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13J 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.
1. ® ' Aesthetics Workmanship:the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system 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. 0 k Renailing wood decks:When replacing roofing,the existing wood roof desk 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, NN, _.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.
5. D �_Ponding water:The current roof system and/or deck of the building may not drain well and may
cause water to pond(accumulate)in low-lying areas of the roof.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
original roofing syst 's removed.Pounding conditions should be corrected.
6, �-k Ov ow s Peers(wall outlets): It is required that rainwater flows off so that the roof is not
overloaded fro a build of water.Perimeterledge wail or other roof extension may block this discharge if
overflow scup rs(wal outlets)are not provided.It may be necessary to install overflow scuppers in
ac=cordance ' the uirenents of Sections R4402,R4403 and R4413.
7. ---�7---- entil on:Most roof structures should have some ability to vent natural airflow through the
interior of re assembly(the building itself).The existing amount of attic ventilation shall not be
beneficial to consider additional venting wh' result in a Ing service life of-the
f.
s (SA- IS
nt's Si a Contractor Sign re Date
Revised on 719/20 LD
r r
Miami shores Village
"'JIM in Buildin g Department
artment
10050 N.E.2nd Avenue
god Miami Shores, Florida 33138
�lpR ► 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: cs
10050 NE 2"d Ave
Miami Shores, FI 33138
Re: Owners Name: 2014 lJ 66Sf,` A -
Property Address: b�
Roofing Permit Number:
Dear Building Official:
I certify that I am not required to retrofit the roof to wall connections of my
building becau
c/fhe just val tion fo the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad
valorem taxa' n.
o The buildi was nstructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions
Of 1 edi o e South Florida Building Code(1994 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this su / r---
Irka ramome014s
JM1 A s"
tt last
Notary Public, Sate of Florida at Large
When the just vaku&n of tine structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the bu k ft was not constructed with FBC nor a 1994
SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mikidw-
nom.. -'J....CM4 MMO
' Paid By VALUTREE REAL ESTATE SERVICES AKA SUN TRUST MC icate pub6c_user 06114/2013
Paid 11/27/2012 ReoelptS 20121127-SV-0005349 $5,196.45
Miami-Dade County,Florida
20'12 Real Estate Property Taxes
Notice of Ad Valorem Ta F and Non-Ad Valorem Aaseo Assessments
SEE REVERSE SIDE R IM
11 2136-013-1370 MIAMI SHORES 1100
I in r� Property Address Exemptions:
169 NW 104 ST
169 NW 104 ST
MIAMI SHORES,FL 33150
a • VALOREM TAXES
Miami-Dade Sdmol Board 185,293 7.76500 185,293 1,438.80
SCHOOL BOARD OPERATING 186293 023300 185,293 43.17
SCHOOL BOARD DEBT SERVICE
State and Otlt►er 185,293 0.03450 185,293 6.39
FLORIDA INLAND NAVIGATION DIST 185,293 0.36760 185 293 68'11
SOUTH FLORIDA WATER MGMT DISTRICT 11.36
EVERGLADES CONSTRUCTION PROJECT 185,293 0.06130 185,293 11.36
CHILDRENS TRUST AUTHORITY 185,293 0.50008 185,293
Miami-Dade County 185,293 4.70350 185,293 871.53
COUNTY WIDE OPERATING 185,293 0.28500 185,293 52.81
DEBT SERVICE 185,293 2.44960 185,293 453.89
FIRE RESCUE OPERATING 185,293 0.01310 185,293 2.43
FIRE RESCUE DEBT SERVICE
Municipal Governing Board 185,293 8.00000 185,293 1,482.34
MIAMI SHORES OPERATING 185,293 0.75000 185,293 138.97
MIAMI SHORES DEBT SERVICE
• ' ' • ' '
FS008231 MIAMI SHORES STORMWATER FEE @ 45.0000 1.000 45•52
FW00824 MIAMI SHORES SANITATION FEE @ 705.5200 1.040 705 52
Combined taxes and assessments $5,412.97
Save Time.Pay Online.www.miamidade.gov t RETAIN FOR YOUR RECORDS t
—2 11 Real VStat@ PrOPerty �1 DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT + --Du ticate biic user 061 Mai)13,
Taxes PAY • ONE• AMOUNT
11-2136-013-1370 If Paid By Please Pay
FOLIO NUMBER * 0 1 + 1 2 + 1 1 2 1 3 6 0 1 3 — 1 3 T O
16a ntw 1r1d ST Make checks payable to: Nov 30,2012 $5,196.45
PROPERTY ADDRESS Miami-Dade Tax Collector
(in U.S.funds drawn on US.banks) Dec 31,2012 $5,250.58
LE_G6 DESCRIPTION
MwMI SHORES SE 5 PS 10.41 LOTS 15&16 BLK 126 Amount due May be Subject to Change Without Nofice
LOT S2E 1oo.000 x 122 Mail payments t0: Jan 31,2013 $5,304.71
140 W.Flagler Street,Miami,FL 33130-1570 —
JOHN GARCIA f .',2013_$5,3.58.84
169 NW 104 ST �� r 'a`.
MIAMI SHORES,FL 33150 n Ir 31,.'' $5,412.97
10000000000000000011213601313 70201200000000000000000000005
t
MI W MIAMI-DARE COUNTY,FLORIDA
Mn METRO-DARE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAN11,FLORIDA 33130-1563
(305)375-2"1 FAX(305)375-2908
_NOTICE OF ACCEPTANCE(NOA) �'`•b"g' "a` 1eo°g°e'C°"�
Entegm Roof Tile,Inc.
1289 NE 9n-Ave
Okeechobee,FL.34972
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 daze stated below. The Miami-Dade County Product Control
Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Galena Spanish"S"Tile
LABELING:Fach unit shall bear a permanent label with the manufacturer's name or logo,city,smote and
following statement: "Miami-Dade County Product Control Approved",unlessi 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
and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
materials,use, In
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 data may be displayed in advertising literature. N 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 replaces NOA09-0915.09 and consists of pages i through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA Na 10-051&04
iu Expiration Date: 11/18!14
Approval Date:06/16/10
Page 1 of 7
r t
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Galena Spanish "S" Concrete Roof Tile, as manufactured
Entegra Roof Tile, Inc. in Okeechobee, FL, and as described in Section 2 of this Notice of
Acceptance, designed to comply with the Florida Building Cade, for High Velocity Hurricane
Zone. For the locations where the pressure requirements, as determined by applicable Building
Code,does not exceed the design pressure values obtain by calculations in compliance with RAS
127 using the values listed in section 4 herein. The attachment calculations shall be done as a
moment based system.
2. PRODUCT DESCRIPTION
Mannpfactured by Test Product
nlicant Dimensions g2wjfieations Description
Galena Spanish`S' 1=17" TAS 112 High profile,interlocking,one-piece,"S"
Roof Tile w- 10" shaped,concrete roof tile equipped with
two nail holes. For direct deck or battened
nail-on,mortar or adhesive set applications.
Trim Pieces I=varies TAS 112 Accessory trim,concrete roof pieces for use
W=varies at hips,rakes,ridges and valley
varying thickness terminations. Manufactured for each file
profile.
2.1 SUBMITTED EVIDENCE:
Test Test Identi r Test Na Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix M PA 102&PA 102(A)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II PA 108(Nail-On)
Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1944
PA 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing Sept. 1993
of screw vs.smooth shank nails
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. PA 101 (Mortar Set)
The Center for Applied 94-083 Static Uplift Testing April 1994
Engineering,Inc. PA 101 (Adhesive Set)
The Center for Applied 25-7183-4 Static Uplift Testing Feb. 1995
i Engineering,Inc. PA 102(2 Quik Drive Screws,
Direct Deck)
NOA No.10451&04
Expiration Date: 11/18J14
Approval Date:06(16f10
Page 2 of 7
t
Test Test Id e�r hest Name/Reuort Vote
The Center for Applied 25-7214-3 Static Uplift Testing March, 1995
Engineering,Inc. PA 102(1 Qu&-Drive Screw,
Direct Deck)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PA 108(Nail-On)
The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-78 PA 100
Nutting Engineering 13343.1 Physical Properties June 2007
TAS 112
Celotex Corporation Testing 520111-3 Static Uplift Testing Dec. 1998
Service 520191-2-1 PA 101 March 1999
Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999
Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December
25-78046-8 1996
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to 09/14109
Gravity
Walker Engineering,Inc. Calculations Aerodynamic Multiplier 09/14/09
3. LEWrATIONS
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 applicable Building Code.
NOA No.10-OS1804
Expiration Date: 11/18/14
Approval Date:06/16/10
Page 3 of 7
4. INSTALLATION
4.1.1 Entegra Galena Spanish"S"Concrete Roof Tile and its components shall be installed in
strict compliance with Miami Dade County Roofing Application Standard RAS 118,
RAS 119,and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W)and Dimensions(I x w)
Tile Profile Welght W(lbf) Length-I(ft) Width-w(ft)
Galena S anish`S' Roof Tile 8.5 1.42 0.833
Table 2: Aerodynamic Multipliers- ft
Tile �.
Profile Direct Deck Application
Galena Spanish `S' Roof Tile 0.235
Table 3: Reston Moments due to Gravity-M ft-1
Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12"or
Profile greater
Galena Direct Deck Direct Direct Direct Direct Direct
Spanish Deck Deck Deck Deck Deck
'S' Roof 6.20 6.13 6.03 5.85 5.74 5.57
He
NOA No.10-018.04
Expiradon Date: 11/18/14
Approval Date:06/16/10
Page 4 of 7
e
Table 4: Attachment Resistance Expressed as a Moment-MY(ft-lbf)
for Nail-0n Systems
Tile Fastener Type Direct Deck Direct Deck
Profile (min 1502"plywood) (min.19032"plywood)
Galena 2-10d Ring Shank Nails 27.8 37.4
Spanish`S' 1-10d Smooth or Screw 8.8 11.8
Roof Tile Shank NO
2-10d Smooth or Screw 16.4 21.9
Shank Nails
1#8 screW 25.8 25.8
2#8 Screw 47.1 47.1
1-10d Smooth or Screw 24.3 24.3
Shank Nail Field Clip)2
1-10d Smooth or Screw 19.0 19.0
Shank Nail Eave COW 2
2-10d Smooth or Screw 35.5 35.5
Shank Nails Field Clip)
2-10d Smooth or Screw 31.9 31.9
Shank Nails Eave Clip)
2-10d Ring Shank Nails 43.0 67.5
1 Installedon with of file headlo and fasteners are located a min.of L"R from head of tile.
2 When OM WY one fastermr use the hole that Is awroAMpLak 4-3✓4'away from Kerloddrig edge,
Table 5: Attachment Resistance Expressed as a Moment Mk(ft4bf)
for Two Patly Adhesive Set
Tile Tile Application Minimum Attachment Resistance
Profile
Galena S ish`S'Roof Tile Adhesive 26.1
3 See marmbot res component for installation requiremergs.
4 Flexible Products Company TiWond Average welght per patty 11.4 grams.
P Inc.&yeme WWqht 8
Table 5A: Attachment Resistance Expressed as a Moment-Mr(ft4bf)
for Single Patly Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Galena Spanish`S'Roof Tile Powmm PolyproTM 86.61
FO~Polyprolm 45.
5 Uwas paddy Wamwg of 54 grams of Pro'" .
6 Medium Paft Placemerit of 24 grams of P Pro7w.
Table 5B:Attachment Resistance Expressed as a Moment-Uf(ft4bf)
for Mortar or Adhesive Set PYANM
Tile, Tile Application Minimum Attachment
Profile Resistance
Galena Spanish Mortar Set 20.10
`S'Roof Tile
NOA No.10-Wl&04
Expiration Date: 11/18/14
Approval Date:0&1&10
Page 5 of 7
t }
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo(See
Detail Below),or following statement: "Miami-Dade County Product Control Approved".
OR
[E N T E S mo o r�
GALENA SPANISH"S"TILE LABEL(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUMMENTS
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.10-451&04
Expiration Date: 11/18/14
• Approval Date:0646110
Page 6 of 7
i
PROFILE DRAWING
G
17"
GALENA SPANISH"S"CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.10-0518A4
Expiration Date: 11/18/14
Approval Date:06116/10
Page 7of7
1
NIAN MIAMI DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
HOARD AND CODE ADMINISTRATION DIVISION Miami.Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) "-w.miamidade.aov/economy
-Polyglass USA,Inc.
150 Lyon Drive
Fernley,NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this
product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Self-Adhered Roof System over Wood Decks
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following
statement:"Miami Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews NOA# 11-0425.07 and consists of pages 1 through 26.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0515.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 1 of 26
7 '
a
(r
�1
ROOFING ASSEMBLY APPROVAL
Ca orv: Roofing
WSub-Catewrv: Modified Bitumen
Materials SBS/APP/TPO
Deck Type: wood
Maximum Design Pressu r,ree -112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Sneciflcgtion ,Description
Elastobase 65'2"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced
Type I base sheet.
Elastobase P 5'2"x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base
Type I sheet.
Elastoflex SA V FR 32' 6"x 3' 3-3/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified
(1.5-mm) Type I bitumen membrane with a self-adhering back face and
a smooth top surface.
Elastoflex SA V 32' 6"x 3' 3-3/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified
PLUS FR Type I bitumen membrane with a self-adhering back face and
a smooth top surface.
Elastoflex SA V(1.5- 32'6"x 3' V/8" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified
mm) Type I bitumen membrane with a self-adhering back face and
a smooth top surface.
Elastoflex SA V 32' 6"x 3' 3-3/s" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified
PLUS Type I bitumen membrane with a self-adhering back face and
a smooth top surface.
Elastoflex SA P FR 32' 6"x 3' 3-3/8" ASTM D 6164, Self-adhered,polyester reinforced,SBS modified
Type 1 bitumen membrane with a self-adhering back face and
a granule top surface.
Elastoflex SA P 32' 6"x 3' 3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified
Type I bitumen membrane with a self-adhering back face and
a granule top surface.
Polyflex SA P 32' 6"x 3' 3 s/s" ASTM D 6222, Self-adhered,polyester reinforced,APP modified
Type I bitumen membrane with a self-adhering back face and
a granule top surface.
Polyflex SA P FR 32' 6"x 3' 3-Ns" ASTM D 6222, Self-adhered,polyester reinforced,APP modified
Type I bitumen membrane with a self-adhering back face and
a granule top surface.
Polyfresko SBS SAP 32' 6"x 3' 3 3/g" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified
Type 1 bitumen membrane with a self-adhering back face and
a granule top surface.
NOA No.: 12-0815.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 2 of 26
. a
Polyfresko SBS,SAP 32' 6"x 3' 33/$" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified
FR Type I bitumen membrane with a self-adhering back face and
a granule top surface.
Polyfresko APP SAP 32' 6"x 3' 3 3/g" ASTM D 6222, Self-adhered,polyester reinforced,APP modified
Type I bitumen membrane with a self-adhering back face and
a granule top surface.
Polyfresko APP SAP 32'6"x 3' V/$- ASTM D 6222, Self-adhered,polyester reinforced,APP modified
FR Type I bitumen membrane with a self-adhering back face and
a granule top surface
PolyKool 32' 10"x 3' 33/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified
Type I bitumen membrane with a self-adhering back face and
a white film laminate on the top surface.
PG325 Cold Process 1,3,5,50,55 gal.or ASTM D3019 A fibered cold process adhesive for use with roll or
Adhesive tube Type III BUR roofing.
PG100 Asphalt Primer 1,3,5,50,55 gal, ASTM D41 A penetrating solution of solvent and a blend of
tube or 17 oz.spray selected asphalts used to promote adhesion.
can
PG350 Mod Bit 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with
Adhesive tube Type III modified bitumen membranes.
PG400 Plastic Roof 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use in
Cement tube ASTM D3409 dry or damp conditions.
PG425 Wet/Dry Roof 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use in
Cement tube ASTM D3409 dry or damp conditions.
PG450 Flashing 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement.
Cement tube
PG500 MB Flashing 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use
Cement tube with modified bitumen membranes.
Polyplus 35 Premium 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with
Mod Bit Adhesive tube Type III modified bitumen membranes.
Polyplus 45 Premium 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement.
Flashing Cement tube
Polyplus 50 Premium 1,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use
MB Flashing Cement tube with modified bitumen membranes.
Polyplus 55 Premium 1,3,5,50,55 gal.or ASTM D4586 A mastic compound for use as a roof flashing
Modified Flashing tube adhesive.
Cement
NOA No.: 12-0815.07
Expiration Date: 18/11/13
Approval Date:09/27/12
Page 3 of 26
r r
' --
APPROVED INSULATIONS:
TABLE 2
Product Name product Description Manufaetarer
(Wit h Current NOW
Polytherm-H Polyisocyanurate foam insulation Polyglass USA,Inc.
Polytherm Polyisocyanurate foam insulation Polyglass USA,Inc.
Polytherm Composite Polyisocyanurate/perlite composite insulation. Polyglass USA,Inc.
ACFoam II Polyisocyanurate foam insulation Atlas Energy Products
ACFoam III Polyisocyanurate foam insulation Atlas Energy Products
High Density Wood Fiberboard Wood fiber insulation board Generic
Perlite Insulation Perlite insulation board Generic
Type X Gypsum Fire resistant rated gypsum. Generic
DensDeck,DensDeck Prime Gypsum insulation board Georgia-Pacific
H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC
H-Shield CG Polyisocyanumte/perlite composite insulation Hunter Panels,LLC
ENRGY-3,JM ISO 3 Polyisocyanurate foam insulation Johns Manville Corp.
Fesco Board Expanded mineral fiber Johns Manville Corp.
Multi-Max FA-3 Polyisocyanurate foam insulation RMax,Inc.
SECUROCK Gypsum-Fiber Roof Board Fiber reinforced coverboard USG
NOA No.: 12-0815.07
Expiration Date: 10/11113
Approval Date:09/27/12
Page 4 of 26
APPROVED FASTENERS:
TABLE 3
Fastener Pr u t Product Manufaeftrer
Number Name Descrinton Dimensions (With Current NOA)
1. Dekfast Fasteners#12,#14 Insulation fastener for wood, SFS Intec,Inc.
 steel and concrete decks
2. Dekfast Galvalume Steel Galvalume hex stress plate. 2 7/8"x SFS Intec,Inc.
Hex Plate 3 1/4"
3. Dekfast Dekflat Round Polypropylene locking 3"x 3 1/4" SFS Intec,Inc.
Plastic Lock Plate plate.
4. #12 Roofgrip Insulation and membrane Various OMG,Inc.
fastener
5. Flat Bottom Metal Plate A2-SS aluminized steel plate 3" square OMG,Inc.
6. Plastic Plate Polyethylene stress plate 3.2"round OMG,Inc.
7. Tru-Fast HD(#14) Insulation fastener for steel and The Tru-Fast Corp.
wood decks
8. Tru Fast 3"Metal Insulation Round Galvalume AZ50 steel 3.23 round The Tru-Fast Corp.
Plate plate 3"round
9. Tru Fast TP Carbon steel fastener Various The Tru-Fast Corp.
10, Polygrip Fasteners#12,#14 Insulation fastener for wood, Various Polyglass USA,Inc
 steel and concrete decks
11. Polygrip Hex Plates Galvalume hex stress plate. 2'/8"x Polyglass USA,Inc
3 1/4"
12. Dekfast Galvalume Steel 3 3"round galvalume AZ50 steel 3"round SFS Intec,Inc.
in,Round plate
13. Millennium One-Step'M Insulation Adhesive Various Adco Products
Foamable Adhesive
NOA No.: 12-0815.07
F DE COti Expiration Date: 10/11 AS
!APPROVED! Approval Date:09/2
Page 5 of 26
APPROVED SURFACING:
TABLE 4
Prodwe Product Appftnfl°—° Snecif eatlon Manufactur
Name Description Rate er
PG200 Non-Fibered Roof Coating A non fibered asphaltic coating used 1%r2 gaUsq TAS 140 Polyglass
to add life and rejuvenate existing USA,Inc.
BUR roofing substrates.
PG300 Fibered Roof Coating An asphalt cutback fibered roof 1'/r2 gal/sq ASTM D4479 Polyglass
coating. May be applied by brush or USA,Inc.
spray equipment to rejuvenate aged
BUR
PG600 Non-Fibered Aluminum Non-fibered aluminum roof coating. '/z-1 gaUsq ASTM D2824 Polyglass
Roof Coating Type I USA,Inc.
PG650 Fibered Aluminum Roof Fibered aluminum roof coating. 1'/z-2 gaUsq ASTM D2824 Polyglass
Coating Type III USA,Inc.
PG700 White Elastomeric Roof A premium white elastomeric acrylic 1-1'/2 gal/sq ASTM D6083 Polyglass
Coating based roof coating(water-based). A USA,Inc.
polyester fabric may be used for
reinforcement with this coating.
PG800 Non-Fibered Asphalt An asphalt base,un-fibered clay 3 gaUsq in ASTM D1227 Polyglass
Emulsion Roof Coating emulsion two coats USA,Inc.
PG850 Fibered Asphalt Emulsion An asphalt base,fibered clay 3 gaUsq in ASTM D1227 Polyglass
Roof Coating emulsion two coats USA,Inc.
Polyplus 65 Premium Fibered Fibered aluminum roof coating. 1%-2 gaUsq ASTM D2824 Polyglass
Aluminum Roof Coating Type III USA,Inc.
Polyplus 60 Premium Non- Non-fibered aluminum roof coating. %2-1 gaUsq ASTM D2824 Polyglass
Fibered Aluminum Roof Coating Type I USA,Inc.
Polybrite 70 White Elastomeric A premium white elastomeric acrylic 1-1%2 gaUsq ASTM D6083 Polyglass
Roof Coating based roof coating(water-based). A USA,Inc.
polyester fabric may be used for
reinforcement with this coating.
Gravel To be installed in a flood coat of 400 lbs/sq N/A Generic
approved asphalt at 60 lbs/sq
Slag To be installed in a flood coat of 300 lbs/sq N/A Generic
approved asphalt at 60 lbs/sq
NOA No.: 12-0815.07
y, Expiration Date: 10/11/13
Approval Date:09127/12
Page 6 of 26
EVIDENCE SUBMIT TED:
Test Aeencv Test N_au},eMenort Rewrt No. Date
Factory Mutual Research 4470 J.I.3001334 02.15.00
Corporation 4470 J.I.3000857 01.12.00
4470 J.1.3004091 01.12.00
Underwriters Laboratory TAS 114 OONK20869 06.08.00
Trinity ERD TAS 114 11751.05.03 05.30.03
TAS 114 11758.08.03 08.11.03
TAS 114 P1738.02.07 02.05.07
TAS 117(B)-ASTM D903 020841.06.04 06.02.04
TAS 114 11757.12.00-1 12.01.00
TAS 114 11757.04.01-1 04.27.01
TAS 114-J P9260.03.08 03.21.08
TAS 114-J P7860SC.11.08 11.30.07
TAS 117(B)-ASTM D6862 C8500SC.11.07 11.30.07
ASTM D6164/ASTM D6222 P10490.08.08 08.13.08
ASTM D6164/ASTM D6222 P10490.10.08-R1 10.03.08
ASTM D6222 P7400.03.08-R2 10/09/08
TAS 114(D)—ASTM D1876 P10070.10.08 10/09/08
ASTM D6222 P10490.10.08-2 10/30/08
FM 4470&TAS 114 P33970.03.11 03115/11
ASTM D6163/ASTM D 4601 P33960.03.11 03/15/11
PRI Asphalt Technologies ASTM D6222 PUSA-061-02-02 01.28.08
ASTM D6222 PUSA-062-02-02 12.04.08
ASTM D6163 PUSA-064-02-02 02.27.08
NOA No.: 12-0815.07
Expiration Date: 10/11/13
!APPROVEDI Approval Date:09/27/12
Page 7 of 26
-
APPROVED ASSEMBLIES:
Membrane Type: SBS/APP
Deck Type 1I: Wood,Insulated
Deck Description: 19/32" or greater plywood or wood plank.
System Type A(1): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is
subsequently adhered to insulation.
All General and System Limitations apply.
Anchor Sheet: One ply of Elastobase or an ASTM D4601,Type II approved base sheet fastened to the deck as
described below:
Fastening#1: Attach base sheet using 11 ga.annular ring shank and 1-5/8"diameter tin caps spaced 8"o.c.in
a 4"lap and 8"o.c.in three equally spaced staggered rows in the center of the sheet.
Fastening#2: Attach base sheet using OMG Roofgrip Fasteners and Flat Bottom Plates,Dekfast#14 with
Galvalume Steel Hex Plates or Polygrip Fasteners(#14)with Polygrip Hex Plates or Tru-Fast
HD(#14)Fasteners with 3"Metal Insulation Plates spaced 12"o.c.in a 4"lap and 12"o.c.in
two equally spaced staggered rows in the center of the sheet.
One or more of the following
Base Insulation Laver(Optional) Insulation Fasteners Fastener
y (Table 3 Density/ftZ
Any approved Polyisocyanurate listed in Table 2 N/A
Minimum 1"thick 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 2040 lbs/100 fe. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer
of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Top Insulation Laver Insulation Fasteners Fastener
able 3 Densitv(fe
DensDeck,DensDeck Prime,SECUROCK Gypsum-Fiber Roof Board
Minimum 1/4"thick N/A N/A
Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range
and at a rate of 20-40 Ibs/100 fe. Please refer to Roofing Application Standard RAS 117 for insulation
attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of
approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet: One or more plies of Mastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
NOA No.: 12-0815.07
1t 1 Expiration Date: 10/11/13
Approval Date:09!27/12
Page 8 of 26
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -52.5 psf;(See general limitation#7.)
NOA No.: 124818.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 9 of 26
Membrane Type: SBS/APP
Deck Type 1I: Wood,Insulated
Deck Description: 19/3Z" or greater plywood or wood plank,fastened with 8d common nails at 4"o.c.or#8 wood
screws at 6"o.c.
System Type A(2): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is
subsequently adhered to insulation.
All General and System limitations apply.
Anchor Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below:
Fastening: Attach base sheet using OMG Roofgrip Fasteners and Flat Bottom Plates spaced 12"o.c.in a 4"
lap and 12"o.c.in two equally spaced staggered rows in the center of the sheet.
One or more of the following
Base Insulation Laver(Optional! Insulation Fasteners Fastener
(Table 3 Den 't2
Any approved Polyisocyanurate listed in Table 2
Minimum 1"thick N/A N/A
Top Insulation Laver Insulation Fasteners s ,r
able 3 De nsi f
DensDeck,DensDeck Prime,SECUROCK Gypsum-Fiber Roof Board
Minimum 114"thick 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 2040 Ibs/100 fe. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer
of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -6o psf; (See general limitation#7.)
NOA No.: 12-0815.07
.F Expiration Date: 10111/13
' Approval Date:09t27/12
Page 10 of 26
Membrane Type: SBS/APP
Deck Type 1I: Wood,Insulated
Deck Description: 19132'or greater plywood or wood plank,fastened with 8d common nails at 4"o.c.or#8 wood
screws at 6"o.c.
System Type A(3): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is
subsequently adhered to insulation.
All General and System Limitations apply.
Anchor Sheet: One ply of an ASTM D4601, Type II approved base sheet fastened to the deck as described
below:
Fastening: Attach base sheet using 11 ga. Annular ring shank and 1-5/8" diameter tin caps spaced 8" o.c.
in a 4"lap and 8"o.c.in three equally spaced staggered rows in the center of the sheet.
One of more of the following:
Base Insulation Laver(Optional) Insulation Fasteners F s ner
(Table tv/jW
Any approved Polyisocyanurate listed in Table 2
Minimum 1"thick 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 2040 Ibs/100 fe. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer
of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Top Insulation Laver Insulation Fasteners Fastener
(Table 31 ? sen itv/ftz
Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber hoof Board
Minimum%"thick N/A N/A
Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range
and at a rate of 20-40 lbs1100 fe. Please refer to Roofing Application Standard RAS 117 for insulation
attachment Insulation listed as Base Layer only shall be used only as base layers with a second layer of
approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be
used as a top layer placed with the polyisocyanurate side facing down.
Base Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
NOA No.: 12-0813.07
!APPROVE,DI Expiration Date: 10/11/13
Approval Date:09/27/12
Page 11 of 26
Maximum Design
Pressure: -60 psf, (See general limitation#7.)
NOA No.: 12.0815.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 12 of 26
I
Membrane Type: SBS/APP
Deck Type 1I: Wood,Insulated
Deck Description: 19/32'or greater plywood or wood plank.
System Type A(4): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is
subsequently adhered to insulation.
All General and System Limitations apply.
Anchor Sheet: One ply of Elastobase or Elastobase P fastened as below:
Fastening: 12 ga.Annular ring shank nails and 1-5/8"tin-caps attached 6"o.c.in 4"lap and 6"o.c.in four
equally spaced staggered rows.
Base Insulation Laver Insulation lation Fasteners Fastener
(Table Densi / tz
Polytherm,ACFoam H,ACFoam III,Polytherm-H,H-Shield,H-Shield CG,Multi-Max FA3,or ENRGY-3
Minimum 1"thick N/A N/A
Insulation: Adhered with Millenium One-Step Foamable Adhesive applied over rows of tin-caps in
continuous rows T'o.c.
Base Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -60 psf;(See general limitation P.)
NOA No.: 12-0815.07
Expiration Date: 10/11/13
Approval Date:09127/12
Page 13 of 26
Membrane Type: SBS/APP
Deck Type 1I: Wood,Insulated
Deck Description: 19/32% or greater plywood or wood plank.
System Type C(1): All layers of insulation are mechanically attached to roof deck.Membrane is subsequently
adhered to insulation.
All General and System Limitations apply.
One or more of the following
Base Insulation Laver Insulation Fasteners step
(Table 31 Density/ftZ
Any approved Poiyisocyanurate listed in Table 2
Minimum 1.5"thick 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.
Ton Insulation Laves Insulation Fasteners Fastener
(Table 3 D nsi ft2
Approved High Density Wood Fiber
Minimum Vi"thick 1 1:1.33 ft=
DensDeck
Minimum 1/"thick 1 1:1.33 W
Note: AD layers of insulation shall be mechanically attached using the fastener density listed above. The
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.
Base Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -52.5 psf;(See General limitation V.)
NOA Ne.: 12-0815.07
Expiration Date: 10/11/13
Approval hate:09/27/12
Page 14 of 26
Membrane Type: SBS/APP
Deck Type 1I: Wood,Insulated
Deck Description: 19/37"or greater plywood or wood plank,fastened with 8d common nails at 4"O.C.
System Type C(2): All layers of insulation are mechanically attached to roof deck.Membrane is subsequently
adhered to insulation.
All General and System Limitations apply.
One or more layers of the following:
Base Insulation Laver Insulation Fasteners aste er
abl e M—Wi 1 t7
Any approved Polyisocyanurate listed in Table 2
Minimum 1.5"thick NIA 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.
Ton lusubdon Laver Insulation Fasteners t n r
(Table 3 nsi ! t7
Approved High Density Wood Fiber
Minimum%"thick 1 1:1.33 ft�
DensDeck
Minimum%"thick 1 1:1.33 ft'
Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The
insulation panels listed are minimum sizes and dimensions; N 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.
Base Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -67.5 psf;(See General limitation V.)
NOA No.: 12-0815.07
r�lA d Expiration Date: 10/11/13
Approval Date:09/27/12
Page 15 of 26
Membrane Type: SBS/APP
Deck Type II: Wood,Insulated
Deck Description: 14/32'or greater plywood or wood plank,fastened with wood screws at 6"o.c.
System Type C(3): All layers of insulation are mechanically attached to roof deck.Membrane is subsequently
adhered to insulation.
All General and System Limitations apply.
One or more of the following:
Insulation Laver Insulation Fasteners Fastener
Table 3 Density/fe
ENRGY 3,Polytherm H,H-Shield or Polytherm
Minimum 1.5"thick 1,7 or 10 1:1.33 W
Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The
insulation panels listed are minimum sizes and dimensions; V larger panels are used, the number of fasteners
shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RA.S
117 for insulation attachment.
Base Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -82.5 psf;(See General limitation V.)
NOA No.: 12-0815.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 16 of 26
i
Membrane Type: SBS/APP
Deck Type 1I: Wood,Insulated
Deck Description: 18/32"or greater plywood or wood plank.
System Type D(1): All layers of insulation and base sheet simultaneously attached,membrane subsequently
adhered...
All General and System Limitations apply.
One or more layers of the following:
Base Insulation Laver Insulation Fasteners Fastener
(Table 31 Density/ftz
Any approved Polyisocyanurate listed in Table 2
Minimum 1"thick N/A N/A
Toy Insulation Laver(Ontional) Insulation Fasteners Fastener
al nsi Ift2
Fesco Board
Minimum%"thick N/A N/A
Approved High Density Woad Fiber
Minimum%"thick N/A N/A
DensDeck,DensDeck Prime,SECUROCK Gypsum-Fiber Roof Board
Minimum%"thick N/A NIA
Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane 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.
Base Sheet: One or more plies of Elastobase or Elastobase P fastened to the deck as described below:
Fastening: Attach base sheet using OMG Roofgrip Fasteners and Flat Bottom Plates,Dekfast#14 with Hex
Plates,Polygrip Fasteners(#14)with Polygrip Hex Plates or Tru Fast HD(14)Fasteners with 3"
Metal Insulation Plates spaced 12"o.c.in a 4"lap and 12"o.c.in two equally spaced staggered
rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
NOA No.: 12-0815.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 17 of 26
Maximum Design
Pressure: -52.5 psf;(See General limitation#7.)
NOA No.: 12-0815.07
Expiration Date: 10/11/13
APPROVED" Approval Date:09/27/12
Page 19 of 26
Membrane Type: SBS/APP
Deck Type 1I: Wood,Insulated
Deck Description: 19/32" or greater plywood or wood plank,fastened with 8d common nails at 4"o.c.or#8 wood
screws at 6"o.c.
System Type D(2): All layers of insulation and base sheet mechanically fastened,membrane subsequently adhered.
All General and System Limitations apply.
One or more layers of the following:
Base Insulation Laver Insulation Fasteners Fastener
able Dens' /�fe
Any approved Polyisocyanurate listed in Table 2
Minimum I"thick N/A N/A
Top Insulation Laver lOntionall Insulation Fasteners Fast
(Table 1
Fesco Board
Minimum 3/4"thick N/A NIA
Approved High Density Wood Fiber
Minimum%"thick N/A N/A
DensDeck,DensDeck Prime,SECUROCK Gypsum-Fiber Roof Board
Minimum 1/4"thick N/A N/A
Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a
minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4
IL,and four fasteners for any insulation board having no dimension greater than 8 ft.
Base Sheet: One or more plies of Elastobase or Elastobase P fastened to the deck as described below:
Attach base sheet using OMG Roof p Fasteners and Flat Bottom Plates spaced 12"o.c.in a 4"
g
Fastening: grip
lap and 12"o.c.in two equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SOS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P.PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -60 psf;(See General limitation#7.)
NOA No.: 12-0815.07
Expiration Date: 10/11/13
Approval Date:09127/12
Page 19 of 26
' 7
Membrane Type: SBS/APP
Deck Type 1: Wood,Non-Insulated
Deck Description: 19/32„or greater plywood or wood plank.
System Type E(1): Base sheet is mechanically attached to roof deck.
All General and System Limitations apply.
Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below:
Fastening#1: Attach base sheet using 11 ga.annular ring shank and 1-518"diameter tin caps spaced 8"o.c.in
a 4"lap and 8"o.c.in three equally spaced staggered rows in the center of the sheet.
Fastening#2: Attach base sheet using OMG Roofgrip Fasteners and Flat Bottom Plates,Dekfast#14 with
Galvalume Steel Hex Plates,Polygrip Fasteners(#14)with Polygrip Hex Plates or Tru-Fast HD
(#14)Fasteners with 3"Metal Insulation Plates spaced 12"o.c.in a 4"lap and 12"o.c. in two
equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS,SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products Iisted in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -52.5 psf,(See General limitation V.).
NOA No.: 12-0815.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 20 of 26
Membrane Type: SBS/APP
Deck Type 1: Wood,Non-Insulated
Deck Description: 19/32'or greater plywood or wood plank,fastened with 8d common nails at 4"o.c.or#8 wood
screws at 6"o.c.
System Type E(2): Base sheet is mechanically attached to roof deck.
All General and System Limitations apply.
Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below:
Fastening: Attach base sheet using OMG Roofgrip Fasteners and Flat Bottom Plates spaced 12"o.c. in a 4"
lap and 12"o.c.in two equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -60 psf;(See General limitation#7.)
NOA No.: 12-0815.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 21 of 26
Membrane Type: SBS/APP
Deck Type 1: Wood,Non-Insulated
Deck Description: 19/32' or greater plywood or wood plank,fastened with 8d common nails at 4"o.c.or#8 wood
screws at 6"o.c.
System Type E(3): Base sheet is mechanically attached to roof deck.
All General and System Limitations apply.
Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below:
Fastening: Attach base sheet using 11 ga.annular ring shank and 1-5/8"diameter tin caps spaced 8"o.c.in
a 4"lap and 8"o.c.in three equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -60 psf;(See General limitation#7.)
NOA No.: 12-0815.97
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 22 of 26
Membrane Type: SBS/APP
Deck Type 1: Wood,Non-Insulated
Deck Description: 19/32."or greater plywood or wood plank,fastened to supports spaced 24"o.c.and to blocking
members spaced 48"o.c.with TruFast TP#10x2-7/8"screws spaced 6"o.c.
System Type E(4): Base sheet is mechanically attached to roof deck.
Ali General and System Limitations apply.
Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below:
Fastening: Attach base sheet using 12 ga.ring shank nails and tin caps spaced 4"o.c.in a 4"lap and 4"o.c.
in four equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Elastoflex SA P,Elastoflex SA P FR
self adhered
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -97.5 psf,(See General limitation#7.)
NOA No.: 12-0815.07
o Expiration Date: 10/11/13
Approval Date:09/27/12
Page 23 of 26
Membrane Type: SBS/APP
Deck Type 1: Wood,Non-Insulated
Deck Description: 19/32"or greater plywood or wood plank,fastened to supports spaced 24"o.c.and to blocking
members spaced 48"o.c.with#100"wood screws spaced 6"o.c.
System Type E(5): Base sheet is mechanically attached to roof deck.
All General and System Limitations apply.
Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below:
Fastening: Attach base sheet using 12 ga.ring shank nails and tin caps spaced 4"o.c.in a 4"lap and 4"o.c.
in four equally spaced staggered rows in the center of the sheet.
Ply Sheet: One or more plies of Elastoflex SA V,Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Elastoflex SA P,or Elastoflex SA P
FR self adhered
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -112.5 psf;With Elastoflex SA V PLUS or Elastoflex SA V PLUS FR(See General limitation
#7.)
-97.5 psf;With Elastoflex SA V or Elastoflex SA V FR(See General limitation#7.)
NOA No.: 12-0815.07
NrY Expiration Date: 10/11/13
Approval Date:09/27/12
Page 24 of 26
V
Membrane Type: SBS/APP
Deck Type 1: Wood,Non-Insulated
Deck Description: 19/32' or greater plywood or wood plank,fastened to supports spaced 24"o.c.with#80"wood
screws spaced 6"o.c.
System Type E(6): Base sheet is mechanically attached to roof deck
All General and System Limitations apply.
Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below:
Fastening: 12 ga.annular ring shanked nails and 1-5/8"tin-caps 6"o.c.in 4"lap and 6"o.c. in four equally
spaced staggered rows. Tin-caps are primed with P0100 Asphalt Primer
Ply Sheet: One or more plies of Elastoflex SA V.Elastoflex SA V PLUS,Elastoflex SA V FR,or
Elastoflex SA V PLUS FR self-adhered.
Membrane: One ply of Polyfresko SBS SAP,Polyfresko SBS SAP FR,Polyfresko APP SAP,Polyfresko
APP SAP FR,Elastoflex SA P,Elastoflex SA P FR,Polyflex SA P,PolyKool or Polyflex SA P
FR self adhered.
Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired
coating or required fire classification.
Maximum Design
Pressure: -112.5 psf;(See General limitation#7.).
NOA No.: 12-0815.07
Expiration Date: 10/11/13
Approval Date:09/27/12
Page 25 of 26
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
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 fast 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 side lap 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 comers).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 07 win not be applicable.)
END OF THIS ACCEPTANCE
NOA No.: 12-0815.07
EMAratiion Date: 10/11/13
"• Approval Date:09/27/12
Page 26 of 26