HomeMy WebLinkAbout801 Park Ave - BR18-004562 - REROOF2 1 CITY OF SANFORD
NOV I qBUILDING & FIRE PREVENTION tPERMIT
APPLICATION Application
No: L45 (.0 2. Documented Construction
Value: $ 1. & cl Job Address:
Vie,9 2 7 -7/ Historic District: Yes E No ParcelID: -
tr - s v ,', to C,, 3 - 06 6 ca Residential B Commercial Type of
Work: New Addition Alteration Repair Demo Change of Use Move Description of
Work: i2 r,rxfr,a_z. i 5 4,-f r r , Plan Review
Contact Person: Title: rrz . Phone: L,,
I r Fax: 4z4e,7- 2 3 4r7 Property Owner
Information Name 6
N. - rt . L-U L'1W - Phone: Ott- 7 - y t Street: re,
I /?oaIc- Resident of property? ; Ze.5 City, State
Zip:—5-111,.,vrzrn Contractor Information
Name L'
rr /j,1: rl rl sxs ff.rt 1! e 1V4,z:c4 Phom Street: c'
G3G 0 i rif-4; s r7%17G Fax: City, State
Zip: _i 1rz ,. x b / > State J Architect/
Eng 1neer InformationName: Phone':
Street: Fax:
City, St,
Zip: E-mail: Bonding Company:
Address: etc'•-
Z03
7f 1-- Mortgage Lender:
Address: j
lY ;
3 - y -7 7 2--. No.: _el
ee' r 3 2 is 3 FK WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 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. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 5 h Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits requiredfrom other governmental entities such as water managementdistricts, state agencies, or federal agencies. Acceptance
of permitis verification that I will notify the owner of theproperty of therequirements of Florida Lien Law, FS 713. The
City of Sanfordrequires payment of aplan review fee at the time of permitsubmittal. A copy of theexecuted contract is required inordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. TheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTablieineffectatthetimethepermitisissued, in accordancewithlocalordinance. Should calculated charges figured off the executed: Contract exceed the actual construction value, creditwillbeappliedtoyourpermitfeeswhenthepermitisissued. OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will bedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. turc
of OwncrlAgent Date signature o t for/Agent Date Print
Oa r/Agents Name Print
Contratitor/Ageint's Name gn
re o otary- S COMM..
jr OF E 2 I
go/ _ * TENNESSEE O'%
NOTARY Owner/
Agent is personally pORLIC Knowp,
tlettr.,•..••J` ProducedIDTypeofID '%may OF 8"- \\` 11i110",
ln5n
licStateofJIMilliamssionGG00827616/2020 Contractor/Agent
is —y— Personally Known to Me or Produced ID "
Type of ID AELOW IS
FOR OFFICE USE ONLY Permits Required:
Building Electrical Mechanical[] Plumbing Gas[] Roof [] Construction Type:
Occupancy Use: Flood Zone: _ Total Sq
Ft of Btdg: Min. Occupancy Load: # of Stories: New Construction:
Electric - # of Amps Plumbing'= # of Fixtures Fire Sprinkler
Permit: Yes [] No [ APPROVALS: ZONING:
ENGINEERING: COMMENTS:
i
of
Heads
Fire Alarm Permit: YesEl UTILITIES: WASTE
WATER,: FIRE: BUILDING:
Revised: June
30, 2015 Permit Application
No [J
Grant erk Of The cuit Court
nt #20181y31139 Book:9251rPage 3778( Comptroller
RCDn11/192018t9 0:53 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
ItName: Over the Too Roofers, LLCAddress:
NOTICE OF COMMENCEMENT
Permit Number:
CE D CO GRANT MALOY
C Rif 0i, ++T COURT -
i ,, t-L "RiO s
BY - DUUTY CLERK
Date
PareelIDNumber _2V-/1- The
undersigned hereby gives notice that improvement will be made to certain real followingInformationisprovidedinthisNoticeofCommencemenLproperty, and hl accordance with Chapter 713. Florida Statutes, the 1.
DESCRIPTION OF PROPERTY: (Legal description of thepropertyand street address If avaliabl) L.crT G r AJ .. (, ---r aP- -7 2.
GENERAL DESCRIPTION OF IMPROVEMENT: 3.
OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR' " IIHE IMPROVEMENT: Nameandeddress:l.e- i 41—rcL,q Interest
In property: 04vn/AefL Ig4,7(9/1 •• S— ^.l' cx-
Fee
Simple Title Holder (if otherthan owner listed above) Name: ^-- Address
4.
CONTRACTOR: Name: _Greg9 Boyich Phone Number 407.293.4715 Address: 5036 Dr. Phillips Blvd, Ste 296, Orlando FL 32819 S.
SURETY (H applicable, a copyof the payment bond is attached): Name: Address.•
6.
LENDER -'Name: Address:
Phone Persona
within the State of Florida Designated by Owner upon whom notice or other doi 713.13(1)(a)7., Florida Statutes. Name:
11
Phone In
addition, Owner designates -_ to
receive a copy of the Lienoes Notice as provided in Section 713.13(t)(b). Florida Statutes. Expiratlon
Date of Notice of Commencement (The expiration Is 1 year from date of recording Amount
ofBond: may
be served as provided by Section number:
a
different date is specified) WARNING
TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION! OF THE NOTICE OF COMMENCEMENT ARE CONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. State
of QAA 914 f leCounty of The foregoing
Instrument was acknowledged before me this day of cu is by Who
i
personally known to me OR Nam 60paltymakingamemeMwhohas
produced IdentiticationA type of identification produced: r <` LL 0 Z%SL Q/.? 6 2 30 1. 0rrrl
3118nd 'moo
y ALIVI
O N _74P ry sw mwre 33SS3NN3-L
C.T"rnISso-» zxP 31d S = /
e
1
t
OVER THE TOP ROOFERS, LL
OVER THE TOP 5036 Dr. Phillips Blvd.
R40FERS.,.: Suite 296
CCC 1328358 Orlando, FL 32819
Phone: 407-2934715 Fax: 407-293-4722 WWW
Bill To:
Joh Loving
1330 Nobel Street
Alcoa, 'I'N. 37701
phone not provided
email not provided
Contract
Date Estimate #
10/2/2018 15106
Job: .
Chris;I_oving / S011
801 gouth Park Ave
Sanford. Fl. 32 71
407-116-5036
chrisloving03 r mail.com
ectWeherebysubmitspecificationsand/or estimates for: j P.O. No. ProjDying801
Item .
l
Description Ot Rate I Total
Plain Roof * We will tarp all planters, walkways and drivn%uys. 17.337.00 17,337.00
Tear off and remove existing shingle roof on house.
inspect roofdecking and re -nail entire deck even, 6 in. as per FI. Code.
Furnish & install GAF Tiger Pa%v undedayment.
Remove & replace all existing valley metal, drip edge (color to be picked). vet t
pipes, roof vents and dryer vents. (Paint exposed PVC.).
We will use a starter shingle at first rmv of caves.
We will install new shingles with 6 ea. nails per shingle per Fl. Code.
Furnish and install a GAF Timberline j0 yr. 1.130 mph) ,,architectural Shingle.
Color to be picked by home owner).
All gutters . ifany. will be cleaned out at completion ofjob.
Clean & dispose of all rooting debris from property & use a magnet around th house.
First 2 sheets of damaged decking will be replaced at no charge.:\nthing the • after will be
an additional $85.00 a sheet installed = Ist 4 leaks free!
Any fascia or planked roof decking replaced will be an additional $9.00 It. (Ccdar $10.00 It)
Ifany siding needs replaced $95.00 a sheet & $9.00 it tar siding trim installed.
Ifany flashing or tongue & groove is needed. Additional S7.75 ft.
Iftruck cannot deliver to rooftop. Additional S400.00
If dumpster cannot be set by roof. Additional 5400.00
Ifthere is a Direct TV antenna on roof wwe will remove but are not responsible br rc-installing.
EotireContractor will provide all necessary permits.
Seven year workmanship guarantee
project will take approximately 4 or 5 days. start to finish.
To do same as above on separate structure, Additional $2437.00
To install 56 it of GAF Cobra 3 shingle over ridge vents. Additional S473.00 i
To install squirrel proof covers on all lead boots. Additional S32.00 each
To perform a wind mitigation. Additional $125.00
Ifyou are interested in the above just initial on lines) and we will add it to toi al on invoice.
After final payment is made and cleared the bank. we will issue a final waiver to ien.
Re -roof- 100 % duc DAY OF COMPLETION. Repair- duc upon commencement. I Oq`0 of
the total will be assessed after 30 days. An)- collections fees will he the customers Totalresponsibility. If using a credit card a convenience fee of 3.0 % is added. Not responsible
for any damages to concrete from delivery vehicles. We do not cover pooling water. If'
existing fascia or soffit n)VaVall during theme ob j iynot our rWonsibluy nor are gutters.
Date: /® a
17.337.00
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, ]Longwood, Sanford,
Seminole County, Winter Springs
Dater -6l 1-6 I
hereby name and appoint: an
agent of: 1(, c ' -_, o. r- r- Name
of Company) m _
attorney -in -fact to a e to apply for, receipt fo sign for and do all things necessary
to this appointment for (check mj one option): The
specific permit and application for work located at: o
l 5c.-• - i arz is v r Street
Address) Expiration
Date for This Limited Power of Attorney: License
Holder Name: G-0C.CGIlc)v) CH State
License Number: CCC 13Z 35 s Signature
of License Holder: C—) STATE
OF FLORIDA COUNTY
OF 6_ The
foregoing instrument was acknowledged before me this day ol`%;4 20
a by g who is personally known tomeorowhohasproducedas identificationandwhodid (did not) take an oath. Signature
Notary
Seal) Print
or type name r
o0Notary Public state of Florida Notary Public - State of `ELO «p a4HelenMWilliamsEx
Commission
20
008278
Commission No. Expires08/1612020 `- My Commission Expires: Rev.
08.12)
4
CERTIFICATE OF APPROPRIATENESS
HISTORIC PRESERVATION BOARD
CITY OF SANFORD
300 S. Park Avenue
Sanford, Florida 32771
407.688.5145 • www.sanfordfl.gov/HP
THIS DOCUMENT MUST BE POSTED AT ALL TIMES UNTIL
PROJECT IS COMPLETED.
ISSUED TO:
Over The Top Roofers
for
801 Park Avenue
Sanford, FL 32771
BP#19-143
DATE ISSUED:
November 19, 2018
DATE EXPIRES:
May 20, 201
Approved to re -roof with architectural shingles (Timberline High Definition Birchwood) and
underlayment as needed. Limited repair/replacement of damaged/deteriorated wood may be
performed as part of the re -roof. Repair/replacement must be wood, must match the existing
original in dimension, profile, texture, and all other visual qualities. Repair/replacement areas must
be keyed in so repair/replacement is not visible when work is complete. All pitched roof surfaces,
including but not limited to porches and additions must have matching architectural shingles.
Eileen Hinson, Development Services Manager
Please be advised it is the owner and/or agent's responsibility to notify staff of any potential changes from
the approved COA that arise and obtain approval prior to commencing the changes. This Certificate of
Appropriateness does not constitute final development approval. The applicant is responsible for obtaining
all necessary permits and approvals from applicable departments before initiating development.
IS A BUILDING PERMIT REQUIRED FOR THE ACTIVITY LISTED ABOVE? YES NO
Building Department Representative
r'61!59'
y)
nlrST:'rla . •
APPLICATION # H
FOR A CERTIFICATE OF APPOPRIATENESS
Answer all the questions on this form and submit all required attachments. Incomplete applications will not
be reviewed. If you have questions about application requirements contact the Historic Preservation Officer
at 407.688.5145 to ensure your application is complete.
General Information
Downtown Commercial Historic District[] Residential Historic District V Is this a retroactive request? Yes No
Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes[] No
Proposed improvements will affect the following elevations: North South East West
Property Address: '60 1 v'!o A' t-i ?A1 ia 1 -- A V
Property Owner Information
Print Name:
Mailing Address: 1330..rlt 1
Phone: ti() 'I- Email: '"— Signature:
Applicant/Agent Information
Print Name: -. ` i h - tU 1ir . t- s" . c, ; L i • :;,. t
Mailing Address: C Z.1.D OA I cl
Phone: o "'` "Ll 1 IS- Email: -DA, Q du+=yi t-U+ Rr VG d T--I (I rbt,+ Signature: TI
BY SIGNING BELOW YOU ACKNOWLEDGE THAT A BUILDING PERMIT MAY BE REQ_UJRrD FOR TFIE SCOPE
OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO DETERMINE IF
A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT WILL RESULT IN A STOP
WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING BELOW, YOU ALSO
ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS TRUE AND ACCURATE TO
THE BEST OF YOUR KNOWLEDGE.
I hereby understand and agree t9ba above statements and will pay all city fees related to this application as
required by the cjt s a . o d-olution.
Would you liketd/receive emails regarding Historic Preservation and Community Planning within your community?
Description of proposed work
Completely describe the entire scope of work, including changes in material and color, and methods that will be used to
accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary.
C)
HISTORIC PRESERVATION BOARD • 300 N. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP
MM- t-
OVER TI•IE I'OP
ROOFERS.
CCC 1328358
OVER THE TOP ROOFERS, LLC
5036 Dr. Phillips Blvd.
Suite 296
Orlando, FL 32819
Phone: 407-2934715 Fax: .407-293-4722
Rill To:
Jolt Loving
1330 Nobel Street
Alcoa,'I'N. 37701
phone not provided
email not provided
Contract
Date Estimate #
10/2/2018 1i 106
Job: .
Chrisjl_oving / on
801 South Park Ave
Sanford. 1:1. 32 71
407416-5036
chrisloving03ya gmail.com
2Weherebysubmitspecificationsand/or estimates for: \
P.O. No. ProjectLovingSUI
Item . I Description Ot Rate Total
Plain Roof * We will tarp all planters, walkways and drive%%ays• 17.337.00 17,337.00
Tear off and remove existing shingle roof on house.
inspect roof decking and re -nail entire deck ever• 6 in. as per FI. Code.
Furnish & install GAF Tiger Paw undcrlayment.
Remove & replace all existing valley metal, drip edge (color to he picked). ver, t
pipes, roof vents and dryer vents. (Paint exposed PVC).
W'e will use a starter shingle at first row of caves.
We will install new shingles with 6 ca. nails per shingle per FI. Code.
Furnish and install a GAF Timberline 50 yr. (130 mph) Architectural Shingle.
Color to be picked by home owner).
All gutters . if any, will be cleaned out at completion of job.
Clean & dispose ofa11 roofing debris from property & use a magnet around thd house.
First 2 sheets ofdamaged decking will be replaced at no charge. AnIthing the • alter will be
an additional $85.00 a sheet installed = I st 4 leaks 1•rce! -
Any, fascia or planked roofdecking replaced will be an additional S9.00 It. (Ccdar S 10.00 ft)
Ifany siding needs replaced $95.00 a sheet & S9.00 !t tur siding trim installed.
Ifany flashing or tongue & groove is needed. Additional S7.75 ft.
Iftruck cannot deliver to rooftop. Additional S400.00
If dumpster cannot be set by roof. Additional S400.00
Ifthere is a Direct TV antenna on roof*%ve %rill renwve but are not responsible ur re -installing.
Contractor %%ill provide all necessary permits.
Seven year workmanship guarantee.
Entire project will take approximately 4 or 5 days. stun to finish.
To do same as above on separate structure. Additional S2437.00
To install 56 ft ofGAF Cobra 3 shingle over ridge vents. additional S473.00
To install squirrel proof covers on all lead boots. Additional S32.00 each
To perform a wind mitigation. Additional S 125.00
Ifyou are interested in the above just initial on line(s) and we %will add it to to al on invoice.
After final payment is made and cleared the bank. we will issue a final ngiver to iien.
Re -roof -100 % due DAY OF COMPLETION. Repair - due upon commencement. 10% of
the total will be assessed after 30 days. Any collections fees will be the customers Totalresponsibility. If using a credit card a convenience fee of3.0 % is added. Not responsible
for any damages to concrete from delivery vehicles. We do not cover pooling water. If
existing fascia or soffit I all during the job i i not our re onsiblay nor arc gutters.
Signature. Date: aJ
17.337.00
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S
PERMIT # g' Lo 2
1 City of Sanford Building Division
Residential Re -Roof Scope of Work
JOB ADDRESS: 00/
STRUCTURE TYPE: E5 SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE
RE -ROOF TYPE: 01EPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH?
O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF)
DECK TYPE (PLEASE SPECIFY): }i [ /L eta../` /_ , G
PLEASE NOTE: ONL Y IOO SQUARE FEET OF THE EXISTING DECK IS PERMITTED TO BI
ROOF VENTILATION: D OFF -RIDGE RIDGE O SOFFIT OPOWE
SKYLIGHTS: O YES O IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPRO
MAIN ROOF AREA
ROOF SLOPE: O LESS THAN 2:12
TYPE OF ROOF
SHINGLE
METAL
MODIFIED BITUMEN
TORCH DOWN
INSULATED
TILE
OTHER:
Q 2:12 — 4:12 4: 12 OR GREA
MANUFACTURER
G/kF.+i3Li242.E AN
ROOF EXTENSIONS (PORCHES PATIOS ETC) ""IFAPPLICABLE""
ROOF SLOPE: O LESS THAN 2:12 2:12 — 4:12 O 4:12 OR GREA'
TYPE RooF
SHINGLE
METAL
MODIFIED BITUMEN
TORCH DOWN
INSULATED
Z) TILE
D OTHER:
TOME O APARTMENT/CONDOMINIUM
EW COMPONENTS)
REPLACED"
ED VENT OTURBINES
AL #:
FLORIDA PRODUCT APPROVAL
FL# 1012 y - /2Zo
FL#
FL#
FL#
FL#
FL#
FL#
MANUFACTURER FLORIDA PRODUCT APPROVAL
FL#
FL#
FL#
FL#
FL#
FL#
FL#
City of Sanford Building Division
Re -Roof Inspection Policy & Procedures
PERMITTING REQUIREMENTS — NO PLAN REV EW REQUIRED
This document (signed) along with an accurate and completed Residential Re -Roof Scope of Work are required
to be submitted as part of your permit application.
The Scope of Work must include all applicable Florida Product Applov l numbers for all roof components that
will be installed on the project.
A permit will not be issued without these documents. Copies will be
Projects located in the Sanford Historic District will require plan
Historic Preservation Board
INSPECTION POLICY &
A Final Roof Inspection is the only inspection required for Residential
Home, Apartment and/or Condominium) Re -Roof Permits.
The Following is required to be provide on the job site: •
Permit Card, posted in a conspicuous and weatherproof location
Completed Residential Re -Roof Scope of Work
Completed and Notarized Inspection Affidavit
All Florida Product Approval and Corresponding Installation
Product Approval shall match what is on the scope of work)
to post on the job site.
iew and approval by the Sanford
Single Family, Townhouse, Mobile
11
Digital Photographs (must include the permit number or address in each picture)
o Each plane of the roof, showing the underlayment installed
o Roof Deck Nailing Pattern & Spacing (including a measuring device or ruler)
o Roof Deck Nails used (including a measuring device or r
o Underlayment Pattern & Spacing (including a measuring
o Drip Edge & Valley Attachment (including a measuring 4
o Shingles installed, nail pattern and location of nails
Skylights (if applicable)
o Digital photographs showing all installation components, p
o Digital photographs showing all required flashing, per FL I
showing size of nails)
ice or ruler)
or ruler)
FL Product Approval
Approval
Failure to follow these specific guidelines will result in an affidavit rovided by a Florida Design
Professional (architect or engineer), certifying FBC code compliant by personal inspection.
e
CONTRACTOR (OR OWNERIBUILDER) SIGNATURE: C DATE: 1 1 _ _
PLC • -
BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us I BCIS Site Map I Links Search
FlOnda AOF&a _ Product Approval
USER: Public Userr
v
Product Approval Menu > Product or Agolication Search > ggolication List > Application Detail
t FL # FL10626-R14
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany, NJ 07054
800)766-3411
mstieh@gaf.com
Authorized Signature Robert Nieminen
lindar@nemoetc.com
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany, NJ 07054
800)766-3411
TechnicalQuestionsGAF@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/16/2019
Validated By John W. Knezevich, PE
Certificate of Independence
Referenced Standard and Year (of Standard)
Validation Checklist - Hardcopy Received
FL10626 R14 COI 2018 01 COI NIEMINEN.pdf
Standard Year
ASTM D1970 2015
ASTM D226 (physicals) 2009
ASTM D4533 (tear) 2015
ASTM D6164 2011
ASTM D6757 2016
FM 4474 2011
FRSA/TRI April 2012 (04-12) 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/05/2018
Date Validated 06/16/2018
Date Pending FBC Approval 06/26/2018
Date Approved 08/15/2018
Summary of Products
FL # Model, Number or Name Description
10626.1 GAF Roof Underlayments Roofing Underlayments for use in sloped roof systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10626 R14 II 2018 06 FINAL ER GAF UNDERLAYMENTS FL10626-
R14.pfifApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Niemien 59166
Design Pressure: +N/A/-442.5 Created by Independent Third Party: Yes
Other: 1.) The design pressure noted in this Evaluation Reports
application relates to one particular underlayment FL10626 R14 AE 2018 06 FINAL ER GAF UNDERLAYMENTS FL10626-
R14.p ifsystemforuseunderfoam -on tile systems. Refer to
ER Section 5.6.4 for details. 2.) Refer to ER Section 5 Created by Independent Third Party: Yes
for other Limits of Use.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Ltatement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
ached M
Credit Card
Sate
NEW I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13toOxford, CT 06478
203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
GAF Evaluation Report 01506.04.08-1114
1Campus Drive FL10626-1114
Parsippany, NJ 07054 Date of Issuance: 04/25/2008
800) 766-3411 Revision 14: 06/06/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
Construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6" Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality
Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO I etc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 11.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing yppearinwasauthorizedb Robert
cS;' •- "%:- g' Nieminen, P.E. on 06/05/2018. This does not serve as an
N. electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMOletc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ONEMO I etc.
ROOFING COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
Section Property Standard Year
1504.3.1 Wind Uplift FM 4474 2011
1507.1.1, R905.1.1 Exception Unrolling, Breaking Strength, ASTM D226 2009
Pliability
1507.1.1, R905.1.1 Exception Tear Strength ASTM D4533 2015
1507.2.3 / 1507.1.1 Physical Properties ASTM D6757 2016
1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical properties FRSA/TRI April 2012 (04-12) 2012
1507.11.2 Physical Properties ASTM D6164 2011
Entity Examination Reference Date
ERD (TST 6049) Physical Properties R3360.02.07-2-R1 03/13/2007
ERD (TST 6049) Physical Properties G12110.12.08 12/02/2008
ERD (TST 6049) FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011
ERD (TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014
ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014
ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017
ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017
PRI (TST 5878) Physical properties BRY-003-02-01 03/19/2002
PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002
PRI (TST 5878) ASTM D1970 GAF-027-02-01 03/26/2002
PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005
PRI (TST 5878) Physical properties GAF-224-02-01 07/27/2009
PRI (TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010
PRI (TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010
PRI (TST 5878) Physical properties GAF-349-02-01 07/03/2012
PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013
PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013
PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-818-02-01 12/05/2017
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-826-02-01 06/04/2018
PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-847-02-01 06/04/2018
UL (TST 1740) Physical properties 02NK22569 06/04/2002
UL (TST 1740) ASTM D6757 1ONK11990 05/18/2011
Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017
Miami -Dade (CER 1S92) HVHZ compliance 18-0119.15 02/22/2018
ICC-ES (EVL2396) IBC/IRC compliance ESR-2053 07/01/2017
ICC-ES (EVL2396) IBC/IRC compliance ESR-2808 07/01/2017
ICC-ES (EVL2396) IBC/IRC compliance ESR-1322 01/01/2018
ICC-ES (EVL2396) IBC/IRC compliance ESR-3286 02/01/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (BC) 06/27/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (CA) 07/07/2017
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (GA) 02/02/2018
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (IN) 01/10/2018
NEMO ETC, LLC Evaluation Report 01506.04.08-1114
Certificate afAathorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 2 of 11
ONEMO I etc.
Entity Examination Reference Date
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (NC) 03/14/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (OK) 06/20/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (ON, QC) 05/18/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (SC) 06/16/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (TX) 05/24/2016
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (INDIA) 04/13/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (LA) 04/23/2018
4.1 Self -Adhering Underlayments:
4.1.1 Liberty'"' SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970.
4.1.2 StormGuard® Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970. StormGuard® Film Surfaced Leak Barrier is also used as a
secondary water barrier to seal roof decks.
4.1.3 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch® Mineral Surfaced Leak Barrier is also
used as a secondary water barrier to seal roof decks.
4.2 Mechanically Fastened Underlayments:
4.2.1 VersaShield® Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or
fire barrier; meets physical requirements of ASTM D6757.
4.2.2 Deck -Armor'"" Premium Breathable Roof Deck Protection is a non -woven, spun -bonded polypropylene laminated
polyethylene scrim sheet roof underlayment, available in 48-inch or 54-inch roll widths; meets FBC 1507.1.1 &
R905.1.1 (Exception).
4.2.3 RoofPrOTM SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS modified bitumen roof
underlayment; meets AC165.
4.2.4 Shingle -Mate® Roof Deck Protection is a fiberglass reinforced, asphaltic roof underlayment; meets FBC 1507.1.1 &
R905.1.1 (Exception).
4.2.5 StormSafeTm Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet in two-ply roof
underlayment systems; meets FBC 1507.1.1 & R905.1.1 (Exception).
4.2.6 Tiger Paw'm Roof Deck Protection is a non -woven, polypropylene reinforced, polymer coated roof underlayment;
meets FBC 1507.1.1 & R905.1.1 (Exception).
4.3 Asphalt -Applied Underlayments:
4.3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SIBS modified bitumen roof
underlayment; meets ASTM D6164.
4.3.2 Ruberoid® Mop Granule FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof
underlayment; meets ASTM D6164.
NEW ETC, LLC Evaluation Report 01506.04.08-R14
Certificate afAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 3 of 11
ONEMO I etc.
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5.4 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
ROOF COVEROPTIONS
Wood Slate or
Underlayment
Asphalt
Nail -On Tile
Foam -On Metal Shakes & Simulated
Shingles Tile
Shingles Slate
Deck -Armor"' Premium Breathable Contact Contact Contact
Yes No NoRoofDeckProtection GAF GAF GAF
RoofProT" SBS-Modified All -Purpose
Yes No No No Yes Yes
Underlayment
Shingle -Mate® Roof Deck Protection Yes No No No No No
Contact Contact Contact
Tiger Paw`" Roof Deck Protection Yes No No
GAF GAF GAF
VersaShield® Fire -Resistant Roof Deck
Yes No No No No No
Protection
Liberty"' SBS Self -Adhering Base/Ply Yes No No No No No
Sheet
StormGuard® Film Surfaced Leak Yes No No Yes No No
Barrier
WeatherWatch® Mineral Surfaced
Yes No No No No No
Leak Barrier
Yes
Ruberoid® Mop Granule Yes Yes No Yes Yes
See 5.5.1
Yes
Ruberoid® Mop Granule FR Yes Yes No Yes Yes
See 5.5.1
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report 01506.04.08-1114
Certificate ofAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.30626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 4 of 11
OMEMO I etc.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Liberty'"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and Weather Watch®
Mineral Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41
primed plywood.
Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to ASTM D41 primed structural
concrete.
5.6.2 Bond to Mechanically Attached Base Laver:
Liberty'"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatche
Mineral Surfaced Leak Barrier self -adhered to ASTM D226, Type II felt
Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to GAFGLAS' #80 UltimaT" Base Sheet
or Ruberoid® 20 Smooth.
5.6.3 Bond to Other Substrate Types:
ASTM D41 primed metal (flashing metal, valley metal, etc.)
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications:
FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -
on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in
foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load
resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1
margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A,
Table 1A or FBC 1609 for determination of design wind loads.
1 Maximum Design Pressure = -45 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS® #80 UltimaTm Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the
4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ruberoid° Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
2 Maximum Design Pressure = -75 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS® #80 UltimaT"" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the
4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
3 Maximum Design Pressure = -442.5 psf.
Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction
Base Layer: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4,
Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20
to 25 Ibs/square.
Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
NEMO ETC, LLC Evaluation Report 01506.04.08-1114
Certificate ofAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 5 of 11
ONEMOletc.
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
5.7.1 Deck -Armor TM Premium Breathable Roof Deck Protection; RoofProT`" SBS-Modified All -Purpose Underlayment;
Shingle -Mate® Roof Deck Protection; StormSafeT"" Anchor Sheet and Tiger PawTm Roof Deck Protection shall not
be left exposed for longer than 30-days after installation.
5.7.2 VersaShield® Fire -Resistant Roof Deck Protection, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall
not be left exposed for longer than 180-days after installation.
5.7.3 Libertyrm SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatch® Mineral
Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
VrTABLE2: Tit o e s
Underlayment Tile Profile Staging Method
Maximum
Slope
Ruberoid® Mop Granule
Flat Max. 10-tile stack 4:12
Flat Max. 6-tile stack (4 over 2) 5:12
Lugged Max. 10-tile stack 5:12
Ruberoid® Mop Granule FIRFlat or Lugged Max. &tile stack (4 over 2) 5:12
Lugged Max. 10-tile stack 4:12
6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to
the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application and prime the substrate (if applicable).
6.3 Install self -adhering underlayments when ambient temperatures are minimum 45°F and rising.
6.4 All metal surfaces shall be primed with MatrixTm 307 Premium Asphalt Primer or alternate GAF accepted ASTM
D41 primer prior to application of self -adhering membranes.
6.5 Deck -Armor TM Premium Breathable Roof Deck Protection:
6.5.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
6.5.2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, Vuir, equals or exceeds 150 mph.
NEMO ETC, LLC Evaluation Report 01506.04.08-R14
Certificate ojAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 6 of 11
OMEMO I etc.
6.5.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'' SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'" 2 Polyester -Surfaced Leak Barrier or
WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment.
6.5.4 Non -Tile Roof Installations:
Single Layer; Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
Double Layer; 2:12 < Roof Slope < 4:12:
If leak barrier (6.3.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps for 48-inch wide rolls (resulting in
maximum 22.5-inch exposure) or minimum 28.5-inch side -laps for 54-inch wide rolls (resulting in maximum 25.5-
inch exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c.
in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.6 Tiger Paw'"" Roof Deck Protection:
6.6.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
6.6.2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, Vuit, equals or exceeds 150 mph.
6.6.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'"' SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'"' 2 Polyester -Surfaced Leak Barrier or
WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment.
6.6.4 Non -Tile Roof Installations:
Single Layer; Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
NEMO ETC, LLC Evaluation Report 01S06.04.08-R14
Certificate ofAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/OS/2018
Page 7 of 11
ONEMO I etc.
Double Layer; 2:12 < Roof Slope < 4:12:
If leak barrier (6.4.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps (resulting in maximum 22.5-inch
exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in
two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
6.7 StormSafeTm Anchor Sheet:
6.7.1 StormSafeT" Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems.
6.7.2 Minimum fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails; corrosion -resistant
nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V it, equals or exceeds 150 mph.
6.7.3 Non -Tile Roof Installations:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
One the same day, install LibertyTM SBS Self -Adhering Base/Ply; StormGuard® Film Surfaced Leak Barrier or
WeatherWatch® Mineral Surfaced Leak Barrier over the StormSafeTm Anchor Sheet.
6.8 RoofProlm SBS-Modified All -Purpose Underlayment and Shingle -Mate® Roof Deck Protection:
6.8.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are
permitted.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V it, equals or exceeds 150 mph.
6.8.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTm SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at
vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and
valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment,
leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed
decking. At other areas, install the leak barrier over the underlayment.
6.9 VersaShield® Fire -Resistant Roof Deck Protection:
6.9.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted.
6.9.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced at vulnerable
leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install
the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to
8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At
other areas, install the leak barrier over the underlayment.
NEW ETC, LLC Evaluation Report 01506.04.08-1114
Certificate ofAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 8 of 11
OMEMO I etc.
6.10 Liberty'- SBS Self -Adhering Base/Ply Sheet:
6.10.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.10.2 The minimum and maximum roof slopes are %:12 and 6:12, respectively. Back -nailing is required when slope is
1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-
inch side laps.
6.10.3 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood
shall be primed with Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at % to
gallon per square.
Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to 'relax' for min. 30
minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the
eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'"" 201
Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly
bond side and end laps.
6.11 StormGuard® Film Surfaced Leak Barrier:
6.11.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.11.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 3-inch side laps.
6.11.3 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix'"" 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
NEW ETC, LLC Evaluation Report 01506.04.08-R14
Certificate ofAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 9 of 11
ONEMOletc.
6.12 WeatherWatch® Mineral Surfaced Leak Barrier:
6.12.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.12.2 WeatherWatch® Mineral Surfaced leak Barrier may be installed as a secondary water barrier using minimum 4-
inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system.
6.12.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 4-inch side laps.
6.12.4 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix'"" 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-feet apart.
Use a hand roller to firmly bond side and end laps.
6.13 Ruberoid® Mop Granule; Ruberoid® Mop Granule FIR:
6.13.1 Ruberoid® Mop Granule or Ruberoid® Mop Granule FIR shall be installed in compliance with current GAF
published installation requirements.
6.13.2 For use in tile applications, Ruberoid® Mop Granule or Ruberoid® Mop Granule FIR are for use as an alternate to
Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-
12) beneath mechanically fastened the roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
6.13.3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be
minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course.
Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending
approximately 3/8-inch beyond the lap edge.
6.13.4 Consult GAF instructions regarding back -nailing requirements.
6.14 Tile Staging (Ruberoid® Mop Granule; Ruberoid® Mop Granule FR):
6.14.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
Refer to Table 2 herein, and GAF published requirements for tile staging.
6.14.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be
used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or
nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
NEMO ETC, LLC Evaluation Report 01506.04.08-1114
Certificate ofAuthorization k32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 10 of 11
ON EMO I etc.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant Specification Product Us
Charleston, SC FBC 1507.1.1 (Exception) Tiger Paw'"" Roof Deck Protection
Conover, NC ASTM D6757 VersaShield® Fire -Resistant Roof Deck Protection
Dadra, India FBC 1507.1.1 (Exception) Tiger Paw— Roof Deck Protection
Fontana, CA AC165 RoofPro`" SBS-Modified All -Purpose Underlayment
Homer, LA FBC 1507.1.1 (Exception) Tiger PawTI Roof Deck Protection (WIP)
McGregor, TX FBC 1507.1.1 (Exception) Shingle -Mate® Roof Deck Protection
Mission, BC FBC 1507.1.1 (Exception) Tiger Paw'" Roof Deck Protection
Mt. Vernon, IN ASTM D1970 Liberty- SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced
Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier
North Bay, Ontario FBC 1507.1.1 (Exception)
Deck -Armor"" Premium Breathable Roof Deck Protection, StormSafeTM
Anchor Sheet, Tiger PawT' Roof Deck Protection (conversion)
Pryor, OK FBC 1507.1.1 (Exception) Shingle -Mate® Roof Deck Protection
Savannah, GA
ASTM D1970 StormGuard® Film Surfaced Leak Barrier; WeatherWatch® Mineral
Surfaced Leak Barrier
ASTM D6164 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR
9, QUALITY ASSURANCE ENTITY:
A• :4664-3281 END
OF EVALUATION REPORT - NEMO
ETC, LLC Evaluation Report 01506.04.08-1114 Certificate
of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-1114 GAF
Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018 Page
11 of 11