2511 Park Dr - BR18-004295 - REROOFDEPARTMENTCITY
OF
ORD
FIRE
Building & Fire Prevention Division
0 .1. 1 2018 PERMIT APPLICATION
Application No:
Documented Construction Value: $ -15-D 5 Z9
Job Address: 2511 Park Dr., Sanford, FL 32771 Historic District: Yes NoF-1
Parcel ID: 01-20-30-501-0200-0000 Residential Commercial
Type of Work: New[] Addition Alteration Repair Demo Change of Use Move
Description of Work: Remove and replace roof.
Plan Review Contact Person:
Phone: Fax: Email:
Title:
Property Owner Information
Name EDWARDS, CLAUDE R Phone: 407-718-9565
Street: 2509 PARK DR
City, State Zip: SANFORD, FL 32771
Resident of property? :
Contractor Information
Name Wormley Roofing Phone: 321-303-0766
Street: 2473 N John Young Pkwy, Fax:
City, State zip: Orlando, FL 32804
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
State License No.: CCC1325558
Arch itectlEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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: 6" Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in ttie public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Notary Public State of Florida
F Emma Victoria Campbell
My Commission GG 184707
r »' Expires 02/11/2022
Owner/Agent is ' Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date .
Kolwft Warts
Print Contractor/Agent's Name
yr Notary Public State of Florida
Emma Victoria Campbell
My Commission GG 184707
a ' Expires 02/11/2022
Contractor/Agent is kl— Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
FIRE: BUILDING: lo- .?r —45#1(4,
Revised: January 1, 2018 Permit Application
WORML:EY
2473 N. John Young Parkway • Orlando, FL 32804-! Officer (321) 303-0766
www.wormleyroofing_com '.' office@wormleyroofing.commV. m _ _. o M_ g......__
Professional Contractor•State Lic. CCC1325558•Fully lnsured+Uver 38 ;ears Experience
PROPOSAL 1
INVOICE TO JOB ADDRESS j'
Chip Edward Chip Edward ESTIMATE NO. 1584
1' DATE 09/05/2018
Proppsal good for 30 days.
NO. DESCRIPTION AMOUNT
1 New Shingle Roof 5,858.00
2 Remove existing 2 shingle layers and underlayment to wood deck.
3 Inspect decking and re -nail to code.
4 Any wood deck repair is an additional charge per the following;
i;
Plywood deck replacement is $30 per sheet plus cost of materials.
Board/Plank deck replacement is $3 per linear foot plus cost of materials.
5 Provide and install approved underlayment.
Underlayment Type:
6 Provide and install new 26 gauge drip edge.
COLOR:
I
7 Provide and install new lead boots, goosenecks and flashing where needed.
Color varies depending on shingle color.
8 Provide and install Starter Strips, and True Nip & Ridge.
9 Provide and install algae resistant architectural shingles.
Brand: Color:
10 Provide and install GAF Cobra 3 shingles over ridge vents.
11 Remove and properly dispose of roofing debris from the job site. i
12 50 year limit life time manufactures warranty.
13 Wormley Roofing Inc. will provide a 5 year workmanship warranty. k
PRICING INCLUDES ALL APPLICABLE FEES AND PERMITS. TOTAL
I i'
I
We look forward to working with you! 40
i
All Materials are guaranteed by the manufacturer. All work will be completed according to standard roofing practices and current building
codes. Any alteration or deviation from the above specifications, will be only upon written orders and will become a written change — over
i'
and above this agreement. Although we will exercise all due cautions, we cannot be responsible for existing cracked driveways or
damages due to rain, hail, wind or any acts of God. Any leaks that occur during the agreed workmanship !period will be repaired by
Wormley Roofing Inc. Any repairs or alterations by others during the workmanship warranty period will vpid the warranty and WormleyI.
Roof'tng*lnc. will not be hold responsible .
Acceptance of Proposal: THE ABOVE PRICES, SPECIFICATIONS, TERMS AND CONDITIONS OF THIS PROPOSAL ARE
SATISFACTORY AND ARE HEREBY ACCEPTED AND IS CONSIDERED A BINDING CONTRACT. WORMLEY ROOFING,INC. IS
AUTHORIZED TO DO THE WORK AS SPECIFIED. I
A 1/3 DOWN PAYMENT OF PROPOSED AMOUNT IS REQUIRED, TOTAL DUE UPON COMPLETION OF JOB, "PLUS COST OF ANY
ADDITIONAL WOODWORK. OWNER ACKNOWLEDGES THAT HE/SHE HAS READ THE ROOFING PROPOSAL AND HAS
RECEIVED A LEGIBLE COPY OF THIS AGREEMENT SIGNED BY CONTRACTOR, INCLUDING ALL'TERMS AND CONDITIONS
HEREIN INCLUDED, BEFORE ANY WORK WAS COMPLETED.
Accepted Bp Y= Date AcCeptec#:
I
is1NR1Approval: / r Date Approved: I f /s
Down Payment
Date ReceiviAmount: ct:
Grant Maloy, erk Of The Circuit urt & mptrolle Seminole
n t # 011812 2162 Book 9234 Pge 274; (C1oPAGES)rRCD 10/18/201Count19 30:43 AM
THIS INSTRUMENT PREPARED BY:
Name: Emma Campbell
Address: 2473 N JOHN YOUNQ P KWA
ORLANDO FL 32804
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
CERTIFIED COPY GRANT MALOY
CLERK OF THE CIRCUIT COURT '' 4ANDC0M11PTR .LER `I
SENIINOLE CI` vTY, FLORIOA y f
BY >t LERK
Oa
Permit Number: Parcel ID Number. 01-20-30-501-0200-0000
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
13LK 2 (LESS E 127.6 FT) SPURLING HEIGHTS PB 6 PG 19
2511 Park Dr., Sanford FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
Remove and replace roof.
OWNER INFORMATION:
Name: EDWARDS, CLAUDE R
Address: 2509 PARK DR SANFORD, FL 32773-5106
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name: ROBERT WORMLEY / WORMLEY ROOFING INC
Address: 2473 N JOHN YOUNG PARKWAY, ORLANDO FL 32804
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienor's Notice as Provided In
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In It are true
to the best of my knowled and belief.
Florida Statute 713.13(1)(g):' The owner must aign the notice ofcommencement and no one else may be permitted to sign In his or her stead.'
State of Ftlrija County of brA116k
The foregoing instrument was acknowledged before me this day of
by l ) E V "y—i Who is personally known to m0e,
Name of person making statement
OR who has produced identification type of identification produced:
JNotaryPublicStateofFlorida
Emma Vicforia Campbell
Notary S naturec • My Commission GG I S47074, Expires 02/11/2022
SCPA Parcel View: 01-20-30-501-0200-0000 10/9/18, 3:29 PM
di
Pro ee Record Card
Parcel: 01-20-30-501-0200-0000
Property Address: 2509 PARK DR SANFORD, FL 32771
Parcel 01-20-30-501-0200-0000
Owner(s) EDWARDS, CLAUDE R
Property Address 2509 PARK DR SANFORD, FL 32771
Mailing 2509 PARK DR SANFORD, FL 32773-5106
Subdivision Name SPURLING HEIGHTS
Tax District S1-SANFORD
DOR Use Code 19-PROFESSIONAL SERVICE BLD
Exemptions
Legal Description
BLK 2 (LESS E 127.6 FT)
SPURLING HEIGHTS
PB6PG19
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 424,142 0 I 424,142
Schools
i —_ _ -- .—.—_ _
424,142 0 — -- 424,142
City Sanford j $424,142 0 424,142
SJWM(Saint Johns Water Management) 424,142 00--$424,142
County Bonds -------
T--- $
424,142 0 i 424,142
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 9/1/2000 03925 0479
i— t
I $320,000 Yes Improved
WARRANTY DEED 11/1/1982 01423 0225 45,000 No Improved
WARRANTY DEED 18/1/1982 01411 0487 90,000 I Yes Improved
Find Commmblo Sags 1
Land
Method Frontage Depth Units Units Price Land Value
http://parceIdetai1.scpaf1.org/ParceIDetaiIInfo.aspx?PID=01203050102000000 Page 1 of 2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: Emma Campbell
an agent of. Wormley Roofing
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
2511 Park Dr., Sanford, FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney: 1/1/2030
License Holder Name: Robert Wormley
State License Number: CCC1
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF
The foregoing i strument was acknowledged before me this day of
200 1% , by M who is personally known
to me or a who has produced as
identification and who did (did not) take an oath.
Signature
Notary Seal) FmyvyA nm
Print or type name
tY 0% Notary Public State ofof Florida Notary Public -State of A
Emma Victoria Campbell
My Commission GG 184707 Commission No. (i 101
a Expires 0211112022 My Commission Expires: 2J r l
Rev. 08.12)
r
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
I OFRCEPermit # rf--
Project Location Address 2511 Park Dr., Sanford, FL 32771
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles Atlas Pristine FL 16305-R6
Underla ments Atlas Summit 60 FL 16226-R4
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents GAF Cobra FL 6267-R14
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
1121I201iFloridaB dl^9 Code nine
17 i 3 1
6CIS Hone Log in q User R=_gis.retina Hot Topics Submit Surcharge Stzs & fa>s Publications FBC 5GR 1 I ECIS Site Map ', Lin'rs search
Florida
9 C roduec Approval PERMIT JWUSER: Public user pF
l
rrecuct Aoa--0-0 Menu > Produa ar Aoalication s<_arn > Aod_ is=;ic,i Us-, Application Dot it
wL FL±630S-R6
Application Type Revision
Code version 2017
Application Status
a
Aooroved
Comments
Archived
Product Menuadurer
Address/Phone/Emaii
Authorized 5ionature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Add ress/ Phorse/ Emeli
Category
Subcategory
Compliance Method
Florida Engineer of Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Oat
Validatad By
Certificate of independence
Referenced Standard and Year (of Standard)
Eouivalence act Product Standards
certlea By Sections
from the Code Atlas
Roofing Corporation 20OG
Rivet -Edge Parkway Suite
800 tlanta,
GA 30328 770j °
46-4571 mcoliinsC
atlasroci ing.com Meidrin
Collins mcoil
ins@atlasrooPing. cam P.
00"nna Asphalt
Shingles evaluation
Report from a Florida Redisterec n]
r'2ssionalEngineer valuation
Report- Hardcopy Received Zachary
P. Priest Pc-
74021 UL
i_LC 12/
31/2020 Locke
Bowden Validation
Checklist - Hardcopy Standard
ASTM
D 3161 ASTM
D 3462 ASTM
0 7158 TAS
100 TAS
107 or
a licensed Florida ti
ear2016
20i0
301i
995
1995
i.. .:
i..... .. _.-1... )..r .ann .: H...nn..^Jn.i.-art-.--...r cl/vn....r•. _.. r•v..- . .... ....-...... . _ .. __ .—.
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 09/3012017
Oate Validates; ?OJ03/20?7
Date Pending FaC Approval ID/oa/2017
Date Approved 121i2/201-7
6
5ummar+I of Products 1
Model, Number or iVarne i Description j
16305.1 i Atlas Shingles j Fiberglass reinforced laminated asphalt shingles
Limits of Use [installation'anstrucions
Approved for use in HVNZ: Yes i FL16305 Ro If ATLBOOT b 20 7 FoC Eval Report Shingle;
Approved for use outside HVHZ: Yes [ einal.od ( ,
3rnpac'c Resistant: N/A Verified. By: Zachary P. Priest-ia021
i Design Pressure., N/A Created by independent Third Party: Yes
other; see evaluation reportfor limits of use I Evacuation Reports i
FL16305 R6 AE ATL13007 6 7011 F13C Eval Report Sninales C;
eated by Indepiand?ntYhird tyaY;:y: Yes. Contact
Us :: 2601 Blair stone Road, Tallahassee r'i.32399 phone; 650-487-1824 ine `
elateo: Scrida is. an WaEo ennpiayE;. CoCvridht '007.3013 State of Florida :: privacy Statement ::.»CCesslbili Under
Florida lave, Snail addressesarepublic records. iF You do notrriant your a -manaddress released in responseto a publ siito thisentity. Instead, contact the Ott -ice by phoneor bytradltfonal nail 't yeti have any questions, please contact 453?75(1),-lorida Statutes, eriective October ?, 2012, licensees licensed under Cn=_pter 435, F.S. must providethe pepar one, ins mailsprovidedmaybeusedforahic2alcancnuriicadan %%th tha.licensee. However crmil addresses are. public r_coaddrass, please providethe. Dipar:nert with an enact address mbici can be madeavailable to the public, To OPM—Inina if Y; pleasa clickhere . produclApprovalAccepts: ir1' E'
go 5501 a
Credit Card safe men.:: Ryund
statement ords
request,
do not send
Etectnnic 187.1,395. 'pursuant to
Section vAthan enact addresstr they
hace van do not veiab to supply
a pers-onal a licensee-unler Chapter 455, F.
S.,
r:` N' -n e
llk HS-it E eat
TECHNICAL SF_'#jF_S, LU EVALUATION
REPORT Manufacturer:
ATLAS ROOFING CORPORATION 2000
Riveredge Parkway, Suite 800 Atlanta,
GA 30328 770)
612-6267 Manufacturing
Plants: Hampton, GA Meridian,
MS Dangerfield,
TX Ardmore,
OK Franklin,
OH Quality
Assurance: UL LLC (QUA9625) SCOPE
Certificate
of Authoriz-a!ationNo. 29824 17
20 Edinburgh Dr Tampa,
FL 33647 j (
813)480-3421 FLORIDA
BUILDING CODE WH EDITION (2017) Issued
September 30, 2017 i
Category:
Roofing Subcategory:
Asphalt Shingles Code
Sections 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties:
Physical properties, Wind Resistance, Wind Driven Rain i
PRODUCT
DESCRIPTION Legend (
Ardmore) GlassMaster@
30 Ardmore &
Hampton) Tough -
Master@ 20 Ardmore &
Hampton) Pro -
Cut@ Hip & Ridge Ardmore &
Hampton) Pro -
Cut@ Starter Strip Hampton)
Prol-
AMI'm Architectural Hampton,
Franklin & Meridian)
Pinnacle@
Pristine, Pinnacle@
Pristine Lifetime
wl5cotchgard Dangerfield,
Hampton, Franklin &
Meridian) StormMaster@
Shake Dangerfield)
ASTM
D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally -
activated, self-sealing sealant stripe that complies with AST( D 3462. ASTM
D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally -
activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM
D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, thermally -
activated, self-sealing sealant stripe that complies with ASTM D 3462. ASTM
D 3161, Class F fiberglass reinforced, hip and ridge dashed,
thermally -activated, self-sealing sealant stripe that 3462.
ASTM
D 3161, Class F fiberglass reinforced, starter asphalt shingle thermally -
activated, self-sealing sealant stripe that complies with A: ASTM
D 3161, Class F & ASTM D 7158, Class H fiberglass reinforc architectural
asphalt shingle with a dashed, thermally -activated, sell stripe
that complies with ASTM D 3462. ASTM
D 3161, Class F & ASTM D 7158, Class H fiberglass reinforc architectural
asphalt shingle with two, dashed, thermally -activated, i stripes
that complies with ASTM D 3462. ASTPA
D 3161, Class F & ASTM D 7158, Class H fiberglass architectural
modified asphalt shingle with two, dashed, thei sealant
stripe that complies with ASTM D 3462. shingle
with a with
ASTM D i
a dashed, D
3462. laminated
alinct
sealant laminated
sealing
sealant laminated
ited,
self-sealing ATL13002.
6 FL 16305-R6 i Page 1 of 11 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical
Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. Thisevaluationreportdoesnotexpressnorimplywarranty, installation, recommended use, or other product attributes that are not specifically
addressed herein.
RE 7 ATLAS
1E+^i ,NiCAL SERVICES, LLC
StormMaster0 Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass rei
Ardmore) architectural modified asphalt shingle with two, dashed, therma
sealant stripe that complies with ASTM D 3462.
REFERENCES
3 CORPORATION
Asphalt Shingles
laminated
ited, self-sealing
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST5878) ATL-079-02 01 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2016
TAS 107 1995PRIConstructionMaterialsTechnologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2016
TAS 107 1995PRIConstructionMaterialsTechnologies (TST5878) ATL-107-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 j995PRIConstructionMaterialsTechnologies (TST5878) ATL-109-02-01 ASTM D 7158 2011
PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2011
PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995PRIConstructionMaterialsTechnologies (TST5878) ATL-127-02-01 Rev 1 ASTM 0 7158 2011
PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 2016
TAS 107 995
PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2016
TAS 107 1995PRIConstructionMaterialsTechnologies (TST5878) ATL-135-02-01 ASTM D 3462 2010APRIConstructionMaterialsTechnologies (TST5878) ATL-136-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 011
PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 011
PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 7016
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2016
TAS 107 11995PRIConstructionMaterialsTechnologies (TST5878) ATL-151-02-01 ASTM D 3462 12010A
PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 11995
PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM 0 3161 12016PRIConstructionMaterialsTechnologies (TST5878) ATL-168-02-01 ASTM D 3161 iM6
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 12010A
PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 12010APRIConstructionMaterialsTechnologies (TST5878) ATL-171.02-01 ASTM D 3462 201QA
PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 i2010A
PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 i2010A
PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 11995
PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2016
TAS 107 1'1995
PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 12011
PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 11995PRIConstructionMaterialsTechnologies (TST5878) ATL-187-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-220-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-220-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-220-02-03 ASTM D 3161 12016
TAS 107 11995
PRI Construction Materials Technologies (TST5878) ATL-220-02-04 ASTM D 7158 2011
PRI Construction Materials Technologies (TST5878) ATL-221-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-221-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-221-02-03 ASTM D 3161 i 2016
TAS 107 1995
PRI Construction Materials Technologies (TST5878) ATL-221-02-04 ASTM D 7158 i 2011
PRI Construction Materials Technologies (TST5878) ATL-222-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies (TST5878) ATL-222-02-02 TAS 100 1995
PRI Construction Materials Technologies (TST5878) ATL-222-02-03 ASTM D 3161 2016
ATL73002.6 FL 16305-R6 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-0. The manufactdrer shalt WIN CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration forrw(iich this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein. I
l CREEK
ECH 'CAL SERVtC=S. LL_C
Entity
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PR.t Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI ConstructionMaterials Technologies (TST5878) PRI
Construction Materials Technologies (TST5878) PRI
Construction Materials Technologies (TST5878) Report
No. ATL-
222-02-04 ATL-
223-02-01 ATL-
223.02-02 ATL-
223.02-03 ATL-
223-02-04 ATL-
224-02-01 ATL-
225-02-01 ATL-
225-02-02 ATL-
225-02-03 ATL-
225-02-04 ATLAS
Standard
TAS
107 ASTM
D 7158 ASTM
D 3462 TAS
100 ASTM
D 3161 TAS
107 ASTM
0 7158 ASTM
D 3462 ASTM
D 3462 TAS
100 ASTM
0 3161 TAS
107 ASTM
D 7158 G
CORPORATION Asphalt
Shingles gar
95
11
110A
195
116
195
111
i10A
110A
95
16
195
I11
ATL13002.
6 FL 16305-R6 ; Page 3 of 11 This
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical
Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically
addressed herein. 1,
a' CR M K
a TFCH?,4!CAL SERViCFzS,1..LC
INSTALLATION
Legend Basic Wind Speed (V ll): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
I
I
ATLAS ROOFING CORPORATION
Asphalt Shingles
I
Deck (HVHZ): in accordance with FBC requirements;
forSolidlysheathedmin. 19/32 in. plywood for wood plank
new construction; Min. 15132 in. plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements; j
Solidly sheathed min. 15/32 in. plywoodlor wood plank for
new construction; Min. 7/16 in. OSB existing Gonstruction.
Underiayment: in accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12. I
Installation (HVHZ): installed with 5-inch exposure in accordance with RAS 115
and- manufacturer's published installation instructions.
Shingles shall be attached using "6 Nall Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5Anch exposure in accordance with FBC
requirements and manufacturer's published
instructions. Shingles shall be attached
installation
using either "4 Nail
Pattern" or `6 Nail Pattern" detailed below'.
Il
Figure 1. Legend 41 Nail Pattern (Non-HVHZ only)
Figure 2. Legend 6 Nail Pattern
AT1-13002.6 FL 16305-R6
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The man
Technical Services, LLC of any product changes or quality assurance changes throughout the duration
This evaluation report does not express nor imply warranty, installation, recommended use, or other p
specifically addressed herein.
ON
Page d of 11
ar shall notify CREEK
ch this report is valid.
attributes that are not
ON= K
TF:C1-;911?.''iaL S'F?4ECrS, %mL%_
GlassMaster® 30 & Basic Wind Speed (Vint):
Tough-Master®20 Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFI G CORPORATION
I Asphalt Shingles
I
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood for wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min- 15132 in. plywood jor wood plank for
new construction; Min. 7/16 in. OSS existing construction.
In accordance with FBC requirements. 1
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-inch exposure in accdrdance with FBC
requirements and manufacturer's puflished installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
A _
12" to m 4
t
It
S
f Y
Figure 3. GlassMaster® 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only)
d
hails
P_=V M cRM min imp R;R_4 Vx- mcm F-W AEI OPP k'i3d
4
I
C
Figure 4. GlassMaster® 30 & Tough -Master® 20 6 Nall Pattern
i
ATL13002.6 FL 16305-R6 Page 5of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product !attributes that are not
specifically addressed herein.
n a CREEK ATLAS ROOFING CORPORATION
Asphalt Shingles
i
TEcs t^oCAL SER ICES. LLC
ProLAMTm Architectural Basic Wind Speed (V,lt): Max. 194 mph
Basic Wind Speed (Vak): Max. 150 mph
Deck (HVHZ): in accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood ior wood plank for
new construction: Min. 15/32 in. jplywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements; i
Solidly sheathed min. 15132 in. plywoodl or wood plank for
new construction; Min. 7116 in. OSB existing construction.
Underlayment: in accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's publishedinstallation instructions. Shingles
shall be attached using "6 Nil Pattern" detailed below.
Installation (
Non-HVHZ): Installed with 6 in. exposure in accordance with FBC requirements
and manufacturer's published installation instructions.
Shingles shall be attached lusing either "4 Nail Pattern" or -6 Nail Pattern" detailed below. 1
i
SticGLE.
Si" SS`W14T UNE PATTERN I Ills
LEf>LGT:iO;H: 1 ' OFF 1 i wg
I
i Figure
5.
ProLAMT"' Architectural Shingle 4 Nail Pattern (non-HVHZ only) i • i .. ,
p I J 14
I
6.-
1 + 1- 16 0 @ A i k
Figure
6.
Pro-LAMT'" Architectural Shingle 6 Nail Pattern ATL13002.6
FL 16305-R6 Page 6 of 11 This evaluation
report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any productchanges or quality assurance changes throughout the duration for which this report is valid. This evaluation
report does not express nor imply warranty; installation, recommended use, or other product attributes that are not specifically addressed
herein.
tt3v
eN RLEEKgT;rCHNICAL. SERVICES, LI_%
Pinnacle® Pristine & Basic Wind Speed (Vast):
StormMaster@ Shake Basic Wind Speed (Veld):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
4 Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. i
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB exis, g construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nair Pattern" detailed
below. i
Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
a i
U_ELE SEALANT U"E rATTF +.Id i
Sop: 1 LENGTH UN: 3 4FF I
i 3070%:: LENGTH ON; 1" OF I I
at3 -
z. lP
1..... .. .... -_
ram- ®o o -.... C GM-1 -... L @ O cmc6m 4I
Figure
7. Pinnacle® Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HV6 only) 4
2"
SE"
T uPE=Atic k CP: ,.
UNIGTH M S 0 Ff 20irQ?:
LENGrH ON! t" 6FF rk
tire-.
t...!•.a fc--.r-...-t- -E3."t_,®_. > 'ii 'E]'-9- Ex n ->t;...(3--D'-- C e
i I l Figure
8. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATL13002.
6 FL 16305-R6 Page 7 of 11 This
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GFLEEK Technical
Services, LLC of any product changes or quality assurance changes throughout the duration for which`this report is valid. This
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically
addressed herein. i
CREEK
T--c.'mt-41CAL SERVICES. LLC
StormMaster® Slate
ATL13002.6
Basic Wind Speed (V,„):
Basic Wind Speed
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max_ 150 mph
In accordance with FBC requirements; 1
Solidly sheathed min. 19/32 in. plywoodior wood plank for
new construction; Min. 15132 in. !plywood existing
construction. 1
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. piywoodlor wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements. I
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12. 1
Installed with 8.5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Naii Pattern" detailed
below.
Installed with 8.5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 9. StormMaster® Slate 4 Nail Pattern
Figure 10. StormMaster® Slate 6 Nail Pattern
FL 16305-R6
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufactui
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for wF
This evaluation report does not express nor imply warranty, installation,, recommended use, or other product
specifically addressed herein.
Page 8 of 11
shalt notify CREEK
i this report is valid.
tributes that are not
CREEK ATLAS ROOFING CORPORATION
TECHN5CAL SERVICES. L
Asphalt Shingles
Pro•Cut® Starter Strip Basic Wind Speed (V lt): Max. 194 mph jBasicWindSpeed (Vasd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements:
Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction. Min. 15132 in. plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood• or wood plank for
new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min, slope: 2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
Installation (HVHZ): greater than 21:12.
Installed in accordance with RAS 115 and manufacturer's
Published installation instructions. Shingles shall be
attached as shown below.
Installation (Non-HVHZ): Installed in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles
shall be attached as shown below. I' n
S L'. 11z"ic; sia-.Y rail
f = _ — _ — —
Figure 11. Pro -Cut® Starter Strip
ATL13002.6 FL 16305-R6 i Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for whifih this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product ttdbutes that are notspecificallyaddressedherein.
CREEKx.
Pro -Cut@) Hip & Ridge
ATL13002.6
Basic Wind Speed. (V It):
Basic Wind Speed (V3,a):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ and
non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph i
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. ,plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements. 1
2:12 and in accordance with FBC requireir(nents.
Installed with 5-5/8 inch exposure in accordance with RAS
115 (HVHZ only) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind. ( .
i
1
f 12 ga_ 2-112" rina
i shank nail
i
i
Figure 12. Pro -Cut® Hip & Ridge
FL 16305-R6 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK ATLAS ROOF,ING CORPORATIONAsphaltShingles
TECHNICALLAICAL SERVICES, LLC
LiMiTATiONS
I
1) Fire Classification is not within the scope of this: evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minlimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underiayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shied water from the
deck_
7) Installation of the evaluated products shall comply with this report, the FBC, and Ithe manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail. 1
8) All products listed in this report shall be manufactured under a quality assurance program in compliance withRule61G20-3.
i
1COMPLIANCESTATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance withjthe Florida Building
Code, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
y11111111111
E N
No 74021
JG'. STATE OF :UJ
os°+CCU ;c O R t
O N Al°°°
CERTIFICATION OF INDEPENDENCE
CFI
Zachary R. Priest; P.E.
Florida Registration No. 74
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company mar
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or di
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturinc
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the
product.
END OF REPORT
ATL13002.6 FL 16305-R6
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The man
Technical Services, LLC of any product changes or quality assurance changes throughout the duration
This evaluation report does not express nor imply warranty, installation, recommended use, or other p
specifically addressed herein.
or distributing
products under
distributing products
process of the
11 of 11
ich this report is valid.
attributes that are not
ProduuE Approval FMCEUSER: Public User
Prad:xt Acorovai Henu > Praductat Acaii.Cation search > Aoolication List > Application Detail
FL _ FL16226-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Publications -FBC SMff=5CI5SSSite Mao ' LUnits search
I
PERMIT ## Ik-
Atlas Roofing Corporation
2000 Rhrertdge Parkway
Suite 800
Atlanta, GA 30328
770) 946-4571
mcailins@atiasrooffing.com
Meldrin Collins
mcotilns@atlasroofmg.com
Paul Casserl
2000 Rivereage Parkway
Suite 800
Atlanta, GA 30328
678) 402-9632
pcesseri@atiasroofiric.com
Roofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Zachary R.Priest
PE-74021
UL LLC
12%31/2020
Locke Bowden
Validation Checklist - Hardcopy Received
FL1 6226 44 COI ATL1300* a 2017 FBC Product Evaluation Report
final. dr
Standard Year
ASTM D 226 2009
ASTM D 6757 20?6
t121l26i'7 Florida Building Code Online
Sections from the Code
Product Aoprovai Method i~lethod 1 Option D
Dace Submi wed 10/02/2017
Date Validated 10/03/2017
Date Pending FBC Approval i0/09J20_7
Date Approved 1-2112/2017
Summary of ProductsI
FLY i Model, Number or Name Description
16225.1 I Gorilla Guard EverFelt Spec 30 i ASTM D 6757 & ASTM D 226, Type 11 underlayment
Limits of Use 1 installation InstructionsApprovedforuseinHVHZ: Yes FL16226 R4 11 ATL13001.4 2017 FBC Product EvaluationApprovedfaruseau"side HVHZ: Ye; Reoort Final.od` i impact Resistant: N/A : Verified By: Zachary R. Priest 74021 iDesignPressure: N/A Created by Independent Third Party_ YesOther. Sec evaluation report for limits of use evaluation Reports
FL16226 R4 AE ATL130011.4 2017 FBC Product Evaluation
Reoort final.odf
If Created by independent Third Party: Yes
Contact Us :: 28o? elalr Stole Ro2d eilahass a FL 270C Phone. 850-487-182e
T'ne state of Florida isan AA/EMemployer. Coovrioht 2007-7013 state o"Icida :: Pmracv Statement :: Accessih;litv5tatamant :: Refund Statement
Under Florida law, email addresses arePublic records.. it YOU do not Want your e-mail address released in response to a public -records requast, do not send electronicmailt0thisentity. instead, contact the officis by phone or by t2dtion'al mil. If you have any questions, please contact B50.487.1345. Pursuant to Section453.273(1), norida Statutes, r:iiedive fJCnbar 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department :Ath an email address if they haveOne. The emalis provided may be used for ofsltial c0:mmunication with the licensee. However email addressesare public record. Ir you. do not wishto supply a personaladdress, please provide_ the Department with an email address .lhith can -be made available to the public. To determine if you era a ecensee under Chapter 955, ES., vlease click here •
Product Approval Accepts:
CEEEL] Q F:fEtl
Credit Card.
sale
Certificate of Authorization No. 29824
r 17520 Edinburgh DrRE" K Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6r" EDITION (2017)
Manufacturer: Atlas Roofing Corporation Issued October 1, 2017
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
770)612-6267
http://w-i4w.atias.-oofinci.com
Manufacturing Plants: Meridian, MS
Calgary, Alberta Canada
Dadra and Nagra Haveli , India
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.1.1, 1518.4
Properties: Physical properties
REFERENCES
Kaifty Report No. Standard Year
PRI Construction Materials Technologies (TST5878) ATL-033-02-01 ASTM D 226 2009
PRI Construction Materials Technologies (TST5878) ATL-101-02-01 ASTM D 6757 2016
ASTM D 226 2009
TAS 117(B) 1995
ASTM D 1781 1998(2012)
PRI Construction Materials Technologies (TST5878) ATL-134-02-01 ASTM D 6757 2016
ASTM D 226 2009
ASTM D 4869 2016
PRI Construction Materials Technologies (TST5878) ATL-209-02-01 ASTM D 6757 2016
ASTM D 226 2009
ASTM D 4869 2016
PRODUCT DESCRIPTION
Gorilla Guard® ASTM D 6757 and ASTM D 226, Type 11 mechanically fastened underlayment made from
EverFelt Spec 30 asphalt -saturated organic felt reinforced with glass fiber for steep slope roof applications.
Rolls are a nominal 36-inch wide by 72-ft long. Unless otherwise noted, the following
application details shall be followed for New and Existing construction.
ATL13001.4 FL16226-R4 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFINGlf: Jjk g CORPORATIONREEKUnderlayments9' TECHNICAL SERVICES, LLC
APPLICATION INSTRUCTIONS
Deck: The roof deck shall be constructed of closely fitted, solid sheathing for new or
existing construction. New construction in the HVHZ shall be min. 19/32 in.
plywood. Sheathing shall be installed in accordance with FBC requirements.
Roof decks shall have no more than 1/8" gap at abutting joints.
Attachment (HVHZ): Underlayment shall be installed with a minimum 4-inch head lap and minimum
6-inch end lap and be fastened as specified in FBC Section 1518.2.
Attachment (Non-HVHZ): Underlayment shall be attached in accordance with the FBC Table 1507.1.1
and manufacturer's installation instructions
Allowable roof coverings: Mechanically attached asphalt shingles, metal roof panels and shingles, wood
shakes and shingles, and slate shingles. Clay and concrete tiles are
allowable when installed with ASTM D 6830, ASTM D 249 organic cap sheet,
or other approved underlayments in accordance with FBC requirements.
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
5) Roof slope limitations shall be in accordance with FBC requirements.
6) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck
shall be installed in accordance with FBC requirements.
7) All underayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps
shall be staggered between courses in accordance with the manufacturer's application instructions.
8) Roof coverings shall not be adhered directly to the underlayment.
9) The underlayment may be used as described in other current FBC product approval documents.
10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
ATL13001.4 FL16226-R4 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATIONCREEKUnderlayments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
2017.10.0
ti.
No 74021 1 17:08:37
04'00' i
gip•• STATE OF :
CT••. o P•: \ OR
Zachary R. Priest, P.E. i F i'•• ti, C?
Np,; .
Florida Registration No. 74021
organization No. ANE9641E`
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
i
END OF REPORT
ATL13001.4 FL16226-R4 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
4/6/2018 Florida Building Code Online
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product Aooroval Menu > Product or Aopifcation Search > Application List > Application Detail
FL # FL6267-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 i Campus Drive
Parsippany, NJ 07054
800)766-3411
TechnicalQuestionsGAF@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
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 Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/23/2019
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FI 6267 R14 COI 2017 Ot COI Nieminen.l
Referenced Standard and Year (of Standard) standard year
ASTM E330 2002
ASTM G155 2005
TAS 100(A) 1995
TAS 110 2000
TAS 114, Appendix E 1995
Equivalence of Product Standards
Certified By
https:llwww.florid abuildi ng.org/pr/pr_app_dtl.aspx?param=wGEvXQwtDqu02YBW7bM8MZAecpwXirhugwRt)(JeyrZzLC%2fAdAOd HSA%3d%3d 1!
4/6/2018 Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL #
6267.1
Method 1 Option D
09/25/2017
09/30/2017
10/08/2017
12/12/2017
Model, Number or Name
GAF Roof Ventilation Products
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-215
Other: 1.) The noted design pressures applies to one
particular vent installation. Refer to Section 5.4 for heightlimitationsand/or Section 5.5 for vent installations and
allowable design pressures. 2.) Refer to ER Section 5 for Urnits
of Use.
Description
Low profile roof ridge vents
Installation InstructionsFl6267R14I101709 FINAL GAF Ventilation FL6267-
R14, pdf
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation ReportsFLow7R14AL2017 09 FINAL cAP Ventilation FL6267-_
R14.Rdf
Created by Independent Third Party: Yes
3ac!: West
Contact Us :: 2601 Blair Stone Road Tallahassee FL 3.W-Ph2n^' R50-487_-LW
The State of Florida is an.AAIEEO employer, CopyIlghr 2007-2013 State df Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
under Florida law, email addresses are public records. If you do notwant your e-mail address released in response to a public -records request, do not send electronicon
mail to this entity. Instead, effective October 1, 201122, licenseesrinsed (under Chaptemail. if you lr 4SSave F.S.nymush provide he Departmons, pleasecontactent
with an5email address if - -Pursuanttothey have wish
to Supply a 455.275(1), Florida Statutes, one.
The please
provide dethe Department with ancommunicationemaaddres which can the licensee. made available
able tothe apublic. Todetermine n oua eya licenseou do e under Chapter 455, F.S., please dick
here . Product Approval
Accepts: Credit Safe
https:
llwww.
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquO2YBW7bM8MZAecPwXirhugwRtXJeyrZzLCa/a2fAdAOdHsA%3da/a3d L
TRII 'm ERD
GAF
1 Campus Drive
Parsippany, NJ 07054
800) 766-3411
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
203) 262-9245
tvamaTivn InePUra viwW-- -- --_—
FL6267-R14
Date of issuance: 02/28/2006
Revision 14: 09/25/2017
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 61h Edition (2017) Florida Building Code
sections referenced herein.
DESCRIPTION: GAF Roof Ventilation Products
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referencedQualityAssurancedocumentationchanges, or provisions of the Code that relate to the product change. Acceptance ofthisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the productchangesorthereferencedQualityAssurancedocumentationchanges. Trinity I ERD 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 "TrinitylERD 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 oritsdistributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial.
This Evaluation Report consists of pages 1 through 12.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facslmile seal appearing was authorized by Robert Nieminen,
P.E. on 09/75/2017. This does not serve as an electronically signed
document. signed, sealed hardcopies have been transmitted tothe
Product Approval Administrator and tothe named client
CERTIFICATION OF INDEPENDENCE: ill it acquire, a financial interest in any company manufacturing or
1. TrinitylERD does not have, nor does it intend to acquire or w
distributing products it evaluates.
2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates: ompany manufacturing or distributing products for
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any c
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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITYI; ERD ROOFING
COMPONENT EVALUATION: 1.
SCOPE: Product
Category: Roofing Sub -
Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance
Statement: GAF Roof Ventilation Products, as produced by GAF, have demonstrated compliance with thefollowingsectionsofthe61hEdition (2017) Florida Building Code through testing in accordance with the followingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth
herein. 2.
STANDARDS: Section
Pro ert Standard Year 1504.
3 Wind ASTM E330 2002 19951995
1506.5 / 1517.5.1 Corrosion Resistance (of nails) TAS 114, Appendix E 1523.
6.5.2.13 Wind Driven Rain TAS 100(A) 2000
1523.
6.5.2.13.1 Physical Properties TAS 110 2005
2615.
2 Weatherometer ASTM G155 3.
REFERENCES: Entity
Examination Reference Date 03/
02/2004 ATI (
TST 1558) Physical Properties 01-49035.01 01/
15/2004 ATI (
TST 1558) Wind Driven Rain 01-44964.01 60172.
01-122-18 10/07/2005 ATI (
TST 1558) Wind Driven Rain 59665.
02-106-31 ATI (TST 1558) Physical Properties 84608.
01-106-18 11/1
12/
200/
2008
ATI (
TST 1558) Wind Driven Rain Wind
Driven Rain A5250.01-109-18 02/18/2011 ATI (
TST 1558) ATI (
TST 1558) Wind Uplift 87074.01-109-44 12/03/2008 11/
05/2012 ATI (
TST 1558) Wind Uplift C2396.01-109-44 D1957.
01-109-44 03/04/2014 ATI (
TST 1558) Wind Uplift Wind
Uplift E0818.01-109-44 09/23/2014 ATI (
TST 1558) ATI (
TST 1558) Physical Properties D2702.01-106-18 06/30/2014 04/
30/2015 ATI (
TST 1558) Wind Uplift E6744.01-109-44 01/
10/2017 ATI (
TST 1558) Wind Driven Rain G2331.01-109-44 01/
10/2017 ATI (
TST 1558) Wind Driven Rain G4123.01 109-18 01/
10/2017 ATI (
TST 1558) Wind Uplift G4123.02-109-44 06/
24/2004 PRI (
TST 5878) Weatherometer HBP-007-02-01 06/
06/2001 PRI (
TST 5878) Physical Properties HBP-002-02-01 11/
02/2000 PRI (
TST 5878) Wind Driven Rain HBP-01-02-01 12/
31/2003 PRI (
TST 5878) Wind Driven Rain BRY-021-02-01 09/
17/2004 PRI (
TST 5878) PhysicalProperties BRY-025-02-01 GAF-
138-02-06 02/09/200702/09/2007 PRI (TST 5878) Physical Properties GAF-
138-02-04 PRI (TST 5878) Wind Driven Rain GAF-
310-02-01 07/07/2011 PRI (
TST 5878) Wind Driven Rain ETC-
01-718-10379.0 01/16/2000 ETC
Labs (TST 2411) Physical Properties ETC-
03-718-14602.0 01/20/200409/27/2007 ETCLabs (TST 2411) Physical Properties ETC-
07-718-19959.0 ETCLabs (TST 2411) Physical Properties Various
NOAs Current Miami -
Dade (CER 1592) CER
1592) Various
Corrosion
Resistance (of nails) Certification L 17-0606.01 06/26/2017 Miami -
Dade Miami -
Dade (CER 1592) Corrosion Resistance (of nails) Certification L 17-0821.08 09/25/201705/07/2015 Miami
Dade (CER 1592) Corrosion Resistance (of nails) 03/23/2016 UL,
LLC. (QUA 9625) Quality Control Inspection Report, R15072, GAl Inspection
Report, R15072, GA2 04/15/2016 UL,
I.I.C. (QUA 9625) Quality Control Service Confirmation, R15072, NC 06/08/2017 UL,
LLC. (QUA 9625) Quality Control Evaluation
Report 01506.02.06-1134 Exterior
Research and Design, LLC. 6T EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-R14 Certificate
of AuthorizationN9503 Roof Ventilation Products; 800) 766-3411 Revision 14: 09/25/2017 GAF
Page 2 of 12
Cal
i
TRINITY j ERD
PRODUCT DESCRIPTION:
4.1 Cobra® Exhaust Vent is a low -profile attic ridge vent of mesh -construction for use in shingle roof systems.
The product measures 10%-inch wide supplied in 20 and 50 ft long rolls, and is supplied with corrosion
resistant 1%-inch coil nails (nail gun version) or 2'/:-inch Smart Nails'" (hand nail version). Cobra® Exhaust
Vent has a published net free ventilation area (NFVA) of 14.1 inZ / lineal foot for nail gun version and 16.9
in' / lineal foot for hand nail version.
4.2 Cobra® Rigid Vent 31" is a plastic, low -profile attic ridge vent for use in shingle roof systems with 12-inch
width ridge caps. The product measures 13-13/16-inch wide supplied in 48-inch long sections, and issuppliedwith3-inch corrosion resistant ring shank nails. Cobra® Rigid Vent 3'" has a published net free
ventilation area (NFVA) of 18 inZ / lineal foot.
4.3 Cobra® Rigid Vent 31 - 9" is a plastic, low -profile attic ridge vent for use in shingle roof systems with 10- inch width ridge caps. The product measures 11Y:-inch wide supplied in 48-inch long sections, and issuppliedwith3-inch corrosion resistant ring shank nails. Cobra® Rigid Vent 31 - 9" has a published net
free ventilation area (NFVA) of 18 inZ / lineal foot.
4.4 Cobra® Snow Country'" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems. The product measures 13-13/16-inch wide supplied in 48-inch long sections. Cobra® Snow Country"" has a
published net free ventilation area (NFVA) of 18 in / lineal foot.
4.5 Cobra® Snow Country Advanced'" is a plastic, low -profile attic ridge vent with filter for use in shingle roofsystemswith12-inch width ridge caps. The product measures 13-13/16-inch wide supplied in 48-inch long
sections, and is supplied with 3-inch corrosion resistant ring shank nails. Cobra® Snow Country
Advanced'" has a published net free ventilation area (NFVA) of 18 inZ / lineal foot.
4.6 Cobra® Snow Country Advanced- - 9" is a plastic, low -profile attic ridge vent with filter for use in shingle
roof systems with 10-inch width ridge caps. The product measures 11Y2-inch wide supplied in 48-inch long
sections, and is supplied with 3-inch corrosion resistant ring shank nails. Cobra® Snow Country
Advanced' - 9" has a published net free ventilation area (NFVA) of 18 inZ / lineal foot.
4.7 Cobra® RidgeRunner® is a polypropylene plastic, low -profile attic ridge vent for use in shingle roofsystems. The product measures 11%-inch wide supplied in 20 ft long rolls, and is supplied with corrosionresistant1%-inch coil nails. Cobra® RidgeRunner® has a published net free ventilation area (NFVA) of 12.5
inZ / lineal foot.
4.8 TruSlate® Ridge Vent is a plastic, low -profile attic ridge vent for use in TruSlate® roof systems. Theproductmeasures11.4-inch wide supplied in 48-inch long sections. TruSlate® Ridge Vent has a published
net free ventilation area (NFVA) of 20 in / lineal foot.
4.9 Cobra® Hip Vent is a plastic, low -profile attic hip vent with filter for use in shingle roof systems. Theproduct, only for use on hips, measures nominal 11.4-inch wide supplied in 48-inch long sections, and issuppliedwithcorrosionresistant1%-inch coil nails. Cobra® Hip Vent has a published net free ventilation
area (NFVA) of 9 in / lineal foot.
4.10 Cobra® IntakePro'" Rooftop Intake Vent is constructed from a woven plastic material being pressed to
form the molded shape. A woven fabric material is utilized on the top, bottom and front, below the vent
channel of the mold. The vent is configured into a roll 2out form. Cobra® IntakePro"* Rooftop Intake Vent
has a published net free ventilation area (NFVA) of 9 in / lineal foot.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD no Robert Nieminen, P.E. are, in any way, theDesignerofRecordforanyprojectonwhichthisEvaluationReport, 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.
Evaluation Report 01506.02.06-R14
Exterior Research and Design, I.I.C. FL6267-R14
Certificate of Authorization #9G503 6EDITION (2017j FBC NON-HVHZ EyARevision 14: 09/25/2017 GAF Roof VentilationProducts; (800) 766-3411 66-3411 Page3of 12
5.3
5.4
5.5
INITYJERD
Minimum Slope
Product
2:12Cobra" Exhaust Vent
Cobra® Rigid Vent 3"" 3:12
Cobra® Rigid Vent 3`_- 9" 3:12
Cobra" Snow Country'" 3:12
Cobra" Snow Country Advanced'" 3:12
Cobra" Snow Country Advanced'" - 9" 3:12
Cobra® RidgeRunner"
TruSlate" Ridge Vent
5:
12
12
Min. 3:12 to max. 12:12Cobra" Hip Vent
Cobra- IntakePro- Rooftop Intake Vent
4:12
Unless otherwise determined through use of performance levels in Section 5.5, the maximum mean roof
height for Cobra" Exhaust Vent, Cobra® Rigid Vent 3, Cobra" Rigid Vent 3 — 9", Cobra" Snow Country'",
Cobra" Snow Country Advanced^', Cobra" Snow Country Advanced— — 9", Cobra" RidgeRunner",
TruSlate" Ridge Vent, Cobra" Hip Vent and Cobra" IntakeProl Rooftop Intake Vent shall be 33 ft.
Maximum Allowable Design Pressures: The following performance levels may be utilized for projects
where the maximum mean roof height exceeds 33 ft. The Allowable Design Pressure shall meet or exceedcriticaldesignpressuredeterminedbyaqualifieddesignprofessionalinaccordancewithFBCChapter16.
No rational analysis is permitted. Allowable Design
Substrate: Product Pressure (psf)
Min. 7/16-inch plywood Cobra" Exhaust Vent (nail gun version) 150
Min. 7/16-inch plywood Cobra" Exhaust Vent (hand nail version) 180
Min. 7/16-inch plywood Cobra® Rigid Vent 3T", Rigid Vent 3T." - 9", Snow 215
Country"', Snow Country Advanced— and Snow
Country Advanced" - 9"
180
Min. 7/16-inch OSB or Cobra" RidgeRunner"
plywood 190
Min. 7/16-inch plywood TruSlate" Ridge Vent
Min. 7/16-inch plywood Cobra" Hip Vent
205
Min. 7/16-inch plywood Cobra" IntakeProT" Rooftop Intake Vent 175
5.5.1 Allowable 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 FBC 1609 for determination of design wind loads.
5.6 Installation shall result in minimum net free ventilation area requirements set forth in FBC Sections1203.2. When more than one level of roof ridge existing over a single attic space, use ridge vents only at
the high ridge.
Evaluation Report 01506.02.06-R14
Exterior Research and Design, LLC. FL6267-R14
Certificate ofAuthorization #9503 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 14: 09/ZS/2017GAFRoofVentilationProducts; (800) 766-3411 Page 4 of 12
TRINITY IERD
6. INSTALLATION:
6.1 GAF Roof Ventilation Products shall be installed in accordance with GAF published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 COBRA® EXHAUST VENT: I
6.2.1 Chalk a cut -line 1-inch off each side of the ridge and cut a slot along the apex of the roof measuring 2 Inch
for truss construction) or 3%2-inch (for ridge pole construction). The slot should terminate 6-inches from
each end and 12-inches from hip intersections or chimneys. Cut only the sheathing; do not cut trusses.
Figure A.
6.2.2 Unroll the vent along the entire length of the ridge, covering uncut 6-inch sheathing area on both ends.
Shorter lengths can be joined by caulking and butting the ends. Figure B.
6.2.3 Apply a bead of polyurethane roof sealant to the underside of the entire perimeter of the vent and nailwithmin. 2%2-inch galvanized roofing nails at each corner and 10-inch o.c. Do not use excessive roof
cement, as itmay result in shingle blistering.
6.2.4 Apply a bead of polyurethane roof sealant in the shape of a "C" to the underside of the entire perimeter of
the cap shingles, and install cap shingles directly over the vent using Smart Nails' or 1%-inch corrosion
resistant coil nails (supplied with the vent). Figure C. Do not use excessive roof cement, as it may result in
shingle blistering.
6.2.5 Cobra® haust Vent (hand nail version) and Cobra® Exhaust Vent (nail gun version) have a %-inch or
Ex
5/8-inch nominal thickness, respectively, to facilitate ventilation. Care shall be taken not to crush or
compact the product during installation. Figure D.
Hand -Nail Version Nail Gun Version
Evaluation Report 01506.02.06-1114
Exterior Research and Design, LLC. FL6267-R14
Certijtcate ofAuthorization #9503 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 14 09/25/2017GAFRoofVentilationProducts; (900) 766-3411 Page 5 of 12
NiNITY 1ERD,
6.3 COBRA®RIGID VENT 3"", RIGID VENT 310' - 9", SNOW COUNTRY—, SNOW COUNTRY ADVANCED""" AND SNOW COUNTRY
ADVANCED'"" - 9":
6.3.1
6.3.2
6.3.3
6.3.4
6.3.5
6.3.6
6.3.7
Mark -off and cut the slot opening as follows, ensuring that the ends of the opening stop at least 6-inch
from any end walls and at least 12-inch from hip and ridge intersections or chimneys. No Ridge Board: Cut a 7/8-inch opening on each side of the ridge (Figure A).
With Ridge Board: Cut a 1-5/8-inch opening on each side of the ridge (Figure B).
Sealant: Apply a bead of silicone caulking or roof cement to the underside of the outer Dame among UUMedgesandatexposedends, ensuring the outside edges where the vent meets the shingles are sealed with
the caulk or flashing cement.
Vent Placement: Starting at one end of the slot, place, center and conform the Cobra® rigid vent over the
slot with the vent firmly against the roof surface, ensuring the vent extends past the slot opening by at
least 6-inch.
Fasteners: For Cobra® Rigid Vent 3—, Cobra® Rigid Vent 3— - 9", Cobra® Snow Country Advanced— and
Cobra" Snow Country Advanced'" - 9" only, use the 3-inch corrosion resistant ring shank nails (included).
For Cobra® Snow CountryTM, use corrosion resistant nails at least 3-inch or longer. Nails must always
penetrate through plywood decks or at least %-inch into wood planks. NOTE: GAF recommends 3-inch
corrosion resistant ring shank nails for increased uplift resistance.
Spacing: Attach the vent section through the pre -molded nailing holes located at 3, 12, 24, 36 and 45-inch
from the start of each 48-inch vent piece.
Joints: Apply the subsequent CobraO rigid vent sections over the length of the ridge using the
overlap/underlap tabs.
Ridge Shingles: Install ridge shingles in accordance with shingle manufacturer's published installation
instructions, using corrosion resistant nails detailed in 6.3.4. A nail line is inscribed on top of the Cobra°
rigid vent to serve as a guide.
Evaluation Report o1506.02.06-1114
Exterior Research and Design, U.C. FL6267-1114
Certificate ofAuthorhadon #9503 6Tn EDITION (2017) FBC NON-HVHZ EVALUATION Revision 14: 09/25/2017GAFRoofVentilationProducts; (800) 766-3411 Page 6 of 12
TRINITY I ERD
6.4 COBRA® RIDGERUNNER®
6.4.1 Cut slot per 6.3.1.
6.4.2 Tear a 1-foot section to be used as a template for laying the vent out (Figure E-G) and center the template/
locator over the ridge cap shingles at the beginning of the vent slot. Note the location of the baffle (Figure
H). Make sure to do this at both ends of the installation.
6.4.3
O
Measure the distance from the edge of the roof slot to the exterior baffle (D). Establish a chalk line along
one side of the ridge (Figure I). Unroll the vent and use the included 1-3/4-inch pneumatic corrosion
resistant roofing nails to attach the first side of the ridge vent with the exterior of the baffle aligned with
the chalk line (Figure J). Proceed with using the V interval EasyTear— system to custom size the vent to
the appropriate length. If the EasyTear— system can not be utilized, use a utility knife to size the vent. Nail
gun targets are embossed on the part as a guide for property attaching vent to the roof. The vent should
be fastened on 6-inch centers (Figure K).
Exterior Research and Design, LLC
Evaluation Report 01506.02.06-R14
6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL21
Certificate o/authorizotionu95o3 Revision 14: 09/25/20/2017GAFRoofVentilationProducts; (900) 766-3411 Page 7 of 12
f
TRINITY 1 ERD
6.4.4 NOTE: When fastening the vent and cap shingles, be sure that the included 1 3/4-inch corrosion resistant
coil nails completely penetrate plywood or provide at least 3/4-inch penetration into wood planks. In the
case they do not, you must use alternate corrosion resistant nails that provide the required penetration.
Proceed with attaching the other side of the vent. When beginning to nail down the second side, do NOT
begin at the end; begin between the first and second one -foot sections and then return to fasten the first
one -foot section. This will allow for proper fit.
6.4.5 Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using
the nail -lines on top of the ridge vent for proper lapping.
6.5 TRUSLATE® RIDGE VENT:.
6.5.1 DO NOT use on hips.
6.5.2 Intall TruSlate® Ridge Vent before installing the field slates.
6.5.3 After determining the total length of TruSlate® Ridge Vent required (for proper ventilation), determine the
necessary slot opening. Mark -off and cut the slot opening, ensuring the ends of the opening stop at least
6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys.
Roofs without a ridge board: Cut a 7/8-inch opening along the ridge on each side (Figure A).
Roofs with a ridge board: Cut a 1-5/8-inch opening along the ridge on each side (Figure B).
6.5.4
6.5.5
6.5.6
6.5.7
Fig. A Fig. B
41 m )JW JT9 (41 m>rd
22mm)7/9 7/8"(22mm) \i/
311i (82 mm)
With Ridge Board
13/4" (44 mm)
No Ridge Board
Install an 18-inch wide section of ASTM D1970 self -adhering leak barrier (holding Florida Statewide
Product Approval or Approved on a local Basis) from the edge of the ridge slot extending down towards
the roof deck on both side of the slot.
Place the TruSlate® Ridge Vent over the ridge slot, "peaked" and centered over the ridge slot, and attach
using minimum 3-inch long corrosion resistant ring -shank nails through the pre -molded nail holes on the
vent, located 3-inch from the ends and 9-inch o.c. Fasteners shall penetrate through plywood decks or
embed minimum'/ -inch into wood plank decks.
Continue over the length of the ridge, utilizing the male/female connectors to connect units. Ensure the
finished ends include the pre -molded end caps. Cover all exposed nail heads on the vent with silicone
caulk. Intall a bead of exterior grade silicone sealant at the downslope leading edges of the ridge vent, at
the junction of the leading edge and the leak -barrier below.
Install the top course of TruSlateO field slates, UnderBlockl* UV & Moisture Barrier and TruSlate® trim
slates in accordance with GAF published installation instructions. Intall TruSlate® trim slates with 10-inch
exposure using minimum 1-5/8-inch long deck screws through pre -drilled holes, through the ridge vent to
engage the wood deck.
Exterior Research and Design, LLC.
Evaluation Report 01506.02.06-R14
Certificate ofAuthorization #9503 6EDmON (2017) FSC NON-HVHZ EVALUATION F1.6267-1114 GAF
Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page
8 of 12
J TRINITY ERD
6.6 COBRA® HIP VENT
6.6.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or OSB wood structural panels. Use
only on roofs with slopes between 3:12 and 12:12. Install only on hips. Do not install Cobra® Hip Vent on
ridges.
6.6.2 Sequencing: If ridge ventilation will be installed, always install the ridge vent to the end of the ridge
before installing Cobra® Hip Vent.
6.6.3 Hip Air Slot: Determine the number of Cobra' Hip Vent sections needed for proper ventilation and thelocationforcutsintheroofhip. Cobra Hip Vent is installed over a 2Y2 inch wide slot opening centered on
the hip beginning at 12 inches below the top of the hip and extending 36 inches down the hip for every 4footsectionofCobraHipVentneeded. Leave 12 inches of the hip uncut after each 36 inch opening, and
the lowest opening must stop at the mid -point of the hip and more than 24 inches in from the exterior
warm wall. Wider openings and slots below the midpoint of the hip will not improve ventilation and must
be avoided. Cut away the shingles first with a roofing knife, and then cut the deck with a circular saw. The
saw should be adjusted so that the rafters or trusses are not cut.
Note: The roof decking must be re -nailed to the rafter at the edge closest to the hip to compensate for the
nails removed when the hip slot was cut.
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be at least 20 1610 mm) from the warm wall Evaluation
Report 01506.02.06R14 Exterior
Research and Design, LLC. FL6267-R14 6' EDITION (2017) FBC NON-HVHZ EVALUATION CertificateofAuthorizationit9503Revision14: 09/25/2017 GAF RoofVentilationProducts; (800) 766-3411 Page 9 of 12
6.6.4 Sealant: Seal all cut -edges of the asphalt shingles to the roof sheathing along all sides of the hip air slot
openings, using a bead of ASTM C920 polyurethane sealant, to prevent water infiltration.
6.65 Orientation: Always install Cobra® Hip Vent with the "Towards Peak" arrows on the top surface of the
vent pointing up towards the peak of the roof.
6.6.6 Attachment: Cobra* Hip Vent is fastened to the deck starting at the bottom of the hip ana men up dwng
the entire length of the hip (this includes un-cut portions of the hip). Fasten Cobra Hip Vent to the deck
with the included 1%-inch inch long collated galvanized steel roofing nails, or longer corrosion resistant
roofing fasteners, to achieve penetration through plywood or OSB decks or minimum 3/4-inch embedmentintowoodplanks. Attach the Cobra® Hip Vent section through the pre -marked 6-inch increment nail
to rgets.
6.6.7 Joints & Terminations: Apply the subsequent Cobra® Hip Vent sections over the length of the hip using
the overlap/underlap tabs. For roofs with ridge vents, lengths of the hip vent must be butted tightly tosectionsofridgeventsandinstalla3inchby12-inch strip of self -adhering leak barrier over ail junctions. For roofs without ridge vents, sections of hip vent from adjacent hip runs must be mitered together tightly
where they intersect and install a 3 inch by 12-inch strip of self -adhering leak barrier over all junctions.
Refer to GAF published installation instruction for details.
6.6.8 Ridge Shingles: Cobra Hip Vent is then covered with ridge cap shingles and this entire assembly is nailed
to the sheathing with the included 1%-inch inch long collated galvanized steel roofing nails. Depending onthefieldandridgecapshinglesused, longer length corrosion resistant fasteners may be necessary. TheridgecapshinglesareinstalledpertheshinglemanufacturersinstructionsandFloridaProductApproval, with a minimum of two nails per shingle and a shingle to shingle nail spacing of 8 inches on center or less.
Refer to the shingle manufacturers Florida Product Approval for ridge cap shingle fastening and sealing
requirements. Do not overdrive the nails or crush/compact the product during installation.
6 7 COBRA®1NTAKEPRO"" R06FTOP INTAKE VENT
6.7.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or OSB wood structural panels Use
only on roofs with minimum slope of 4:12. Install only on eave edges of the roof.
6.7.2 Determine the length of Cobra® IntakeProTM Rooftop intake Vent sections needed for proper ventilationandthelocationforcutsneartheroofeaveedge. Install a metal drip edge at the eave of the roof. Measure up 6 and 7 inches up from the edge of the metal drip edge and strike chalk lines parallel to theeaveoftheroof. Cut a 1 inch wide air slot opening along the chalk lines, stopping a minimum of 12" (305mm) from rake/gable edges, side/end walls, and hip intersections, and stopping a minimum of 24" (610mm) from the center of valley intersections. The saw should be adjusted so that the rafters or trusses are
not cut.
Evaluation Report 01506.02.06-R14
Exterior Research and Design, I.M. FL6267-R24
Certificate ofAuthorization #9503 6G F Roof Ventilationon
NON-HVHZ EVALUATION Revision 14: 09/25/2017GAFRoofVentilationProducts; (800) 766-3411 Page 10 of 12
4 RIN ffy ERD
Note: After cutting the air slot, clear all debris blocking access into the attic space. Be sure to flatten attic
insulation near the air slot to allow for proper intake airflow near the air slot. Attic baffles may be used to
help prevent insulation from blocking intake airflow into the attic space.
6.7.3 Install a minimum 18 inch (457mm) wide FBC Approved peel -and -stick leak barrier down to the roof deck.
Align peel -and -stick leak barrier flush to the edge of the roof on top of the drip edge metal. Use a sharp
utility knife to cut the leak barrier, re -opening the 1 inch (25 mm) air slot that was previously cut in the
deck.
6.7.4 Each roll of Cobra® IntakeProl Rooftop Intake Vent comes with two pieces of end cap fabric. To begin the
vent run, place one piece of end cap fabric overhanging halfway over the rake/gable edge and parallel to
the eave drip edge. Fasten the fabric to the roof deck using two roofing nails, one high and one low. If
necessary, a piece of FBC Approved peel -and -stick leak barrier can be used in lieu of end cap fabric.
6.7.5 With the pre -marked dotted nail line and GAF logo facing up toward the sky, position the vent on top of
the fabric end cap and flush to the rake/gable edge and eave drip edge. The front venting face of the vent
should be flush with the drip edge metal below. Using the included 1-3/4 inch (44 mm) pneumatic coil
nails, fasten the vent every 6 inches (152 mm) along the pre -marked nail line and fasten every 12 inches
305 mm), approximately 1-1/2 inches (38 mm) down from the up -slope edge of the vent. Do NOT nail
within 1 inch (25 mm) from the side, top, or bottom edges of the vent.
6.7.6 Continue installing vent toward the opposite gable/rake edge or termination point. When installing
multiple rolls, adjoin the rolls by butting them tightly together. There should be no gap between adjoining
sections. The vent must always extend a minimum of 12 inches (305 mm) past any air slots. Miter cut the
vent at any valley and hip intersections, ensuring the vent sections are butted tightly together. For
terminations at gable and rake edges, cover the end of the vent run using the included fabric end cap in
the same manner as the start of the vent run.
6.7.7 Install FBC Approved peel -and -stick leak barrier completely covering the top of the vent and extending
from the eave edge to a minimum of 24 inches (610 mm) in from the building's warm wall. The leak
barrier should not overhang the vent. Install rake drip edge if necessary.
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6.7.8 Begin instailing the shingle starter course. The starter course and first course of field shingles should
overhang the front edge of the Cobra® IntakePro` Rooftop Intake Vent by 1/4 — 3/4 inches (6 —19 mm) to
provide a drip edge. Using the included 1-3/4 inch (44 mm) pneumatic coil nails, fasten the starter stripandfieldshinglesaspermanufacturer's installation instructions. Ensure the field shingles are not fastened
into the open air intake slot below.
Evaluation Report 01506.02.06-R14
Exterior Research and Design, LLC. FBC NON-HVHZ EVALUATION FL6267-R14
Certijicute ofAuthorisation A9503 6EDITION (2017 Revision 14: 09/25/2017 GAFRoofVentilationProducts; (800) %6-3411 Page 11 of 12
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Acworth, GA
Cumming, GA
Enka, NC
9. QUALITY ASSURANCE ENTITY:
UL, LLC. — QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
Evaluation Report 01506.02.06-1114
Exterior Research and Design, LLC. FL6267-I114
Certif8ote of Authorization #9503 67 EDITION.(2017) FBC NON-HVH2 EVALUATION 14: 09/2iison5/2017
GAF Roof Ventilation products; (800) 766-3411 Revpage
5
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INSPECTION SEQUENCE
BP# 18-4295
ADDRESS: 2511 Park Avenue
BUILDING PERMIT
Min Max Inspection Descri tion
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
10 Roof Dry In
Frame
Insulation Rough
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
1000 Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
ELECTRLCALPERMIT ` e
Min Max Inspection Descril2tion
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
RMIAPI, 1 G '.,: 10 - ,
Min Max Ins ection Descri tion
Rough Plumb
Plumbing Underground
Plumbing 2"d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
M ci A,icaL PEIuvIIT I _ g
F
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final
REVISED: June 2014