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HomeMy WebLinkAboutBUILDING PERMIT ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 10/22/2018 Permit Number:
a -
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Roof
PROPOSED IMPROVEMENT LOCATION:
Address: 385 Seahorse Terr.
Legal Description: Tropical Isles UNIT J-18
Property Tax ID#: 3410-508-0274-000-8 Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks. Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
Remove existing roofing down to deck. Renail deck. Install new underlayment and asphalt shingles.
CONSTRUCTION INFORMATION:
A Itlona wor to a )ertormed under ties permit—check all app y:
QHVAC Gas Tank Gas Piping Shutters 11 windows/Doors
Electric © Plumbing Sprinklers OGenerator Ri Roof f 12 Roof pitch
Total Sq. Ft of Construction: 1653 S Ft. of First Floor:
Cost of Construction: $ 6500.00 Utilities: Sewer Septic Building Height:
OWNER/LESSEE: CONTRACTOR:
Name Clifton sanbom Name: Larry Mcdonald
Address:385 Seahorse Terr Company: Southeast General Contractors Group
City: Ft Pierce State:FL Address: 10380 SW Village Center Dr.#232
Zip Code: 34982 Fax: e City: Port St Lucie State:FL
Phone No.772-882-9078 Zip Code: 34987 Fax; 877-756-0007
E-Mail: Phone No. 877-407-3535
Fill in fee simple Title Holder on next page [if different E-Mail: LMCDONALD@SOUTHEASTCONTRACTING.COM
from the Owner listed above) State or County License: CCC1330002
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAVA INFORMATION:
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable
Name. Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable
Name:— Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/ CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures,swimming pools,fences,walls, signs,screen rooms and accessory uses to another non-residential use
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 jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
J'
Signalure of Owner/Lessee/Contractor as Agent for Owner Signatu A of Contractor/License Holder
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF6IL COUNTY OF--
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this 22 day of october 20)8 by this 22 day of October 201iB by
Larry Mcdonald Larry Mcdonald
Name of person making statement Name of person making statement
Personally Known x OR Produced Identification Personally Known x OR Produced Identification
Type of Identification Type of Identification
Produced Produced
Signatur Lary Public-State of .0.Y14 } IDALINEROORIGUEZVAZgl1 Signat o Notary Public-State of oNa }@y,IKRODRIGUEZVAZQUEZ
} * MY COMMISSION#FF 2091 * * MY COMMISSION#FF 209129
Commission NO. #FF209 29 NA al} EX
PIRES:May 16,201 Commission No. UFF209129 �r SeiMPIRES:May 16,2019
r'xaFr�a`° kndedThn8udgetNGturvServl -0, BoededThiuBudgetN*iyWr a
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
Rev,8/2/17
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FILE # 4493105 OR BOOK 4194 PAGE 371 , Recorded 10/19/2018 04 :57:02 PM
-b27y-00D-$
it©T7Chr,OF CUA11►tEI►ICEI<iETYT
STATI2 OF +
COUNfY
Ti IE UNDERSi NED hereby gives notice that improvement will be made to ceriain real property.and in accordance with Chapter 713,Florida Statutes*
the following information is provided in this Notice of CommenccmcnL
I. .rariplion afpncipetty:l7 description of property,add adtdress ifavailable) !��
'o •e..-- - d V
2. Oencral description of improvement;
3. Owner information:
a. Natne eM address: t- awl' btu l L4
b. Phone mmdber. ,1 td 61-D—1'9
c. Name and sddross of fee simple titleholder(if other Iran owner):
4. Contractor.
a Name and address: r r
b. Phone number
S. Surety:
a Name and address
b. Amount of bond$ c. Phone number. _
6. Lender,
a_ Name and address:
b. Phone number.
7. Persons with the State of Florida designated by Owner upon whom r&dccs or ttiher doffs may be sewed as provided by Section 713.t3(l)(a)7,
Florida Statutes:
a. Natoe and address:
b. Pbom number:
8. In addition to himselG Owner designates the following person(s)to receive a copy ofthe Lieror's Notice as provided in section 713.13(1)ft
Florida Statutes:
a_ Name and address: R
b. Phooe number.
9. Expiration date ofnotice of commendrrrrenl(the expiration daft:is one(1)year from the date of recording unless a different date is specified)
WAR.'NING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IWROPIR PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NCMCE OF COit+tMEWEMENT MUST BE RECORDED AND
POSTED ON 77iE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FtNANCING, CONSULT WITII YOUR
LENDER OR AN ATTORNEY BEFORE COMMENCING WO R REC 1NO YOUR NOTICE OF COKAENCEMENT.
SI��r
or S AuthatindOtYiocrA)irwor4),a r1ed14tmaZa
$ifflcc
The flow ng L was acicnnwledged before me this ' day of pCf p` by
o tear,trustee.attort►e]r in fad)F� {crane ofpersat) (�O f bchaifofwhom ant was cx Of cze x red),
FRANCINE CRAVEN SiffwumofNotaryPublie—Statcomorida
•-MY COMMJW10N a G0077443 Print,type,or stampcornrnissioned none ofNotary Public
EXPIRES Fepruary 27.2421
'Personally Known OR ced ldeWfjcation
Type of ideinifie lion
Verifimtimt ZggM to Section 92-.25_Florida Statwca
Under penalties of perjury,I declare that 1 have read the Rtregoi T,and that the facts stated in it are tree to the best of my knowledge and belief.
Signatdue of natural persort sipmg above
Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved.
Property Identification
SiteAddress: 385 SEAHORSE TER
Parcel ID: 3410-508-0274-000-8
Account#: 172796
Map ID: 34/10N
Use Type: 0005
Zoning PUD
City/County: Saint Lucie County
Ownership
Tropical Isles Co-op Inc
281 Tropical Isles Cir qq Fort Pierce,FL 34982
s
Legal Description
TROPICAL 18LE$(OR2786-2163)UNIT 7-18
. .
Current Values
JustA4arket Value: $25,000
Assessed Value: $15,972
Exemptions: $0
Taxable Value: $15,972
Taxes for this parcel: SLC Tax Collector's Office
Download TRIM for this parcel:Download PDF Q Total Areas
F inished/Under Air(SF): 0
Gross Area(SF): 0
Land Size(acres): 0.13
Laud Size(SF): 5,662.8
This information is believed to be correct at this time but it is subject to change and is not warranted.
0 Copyright 2018 Saint Lucie County Property Appraiser.All rights reserved.
AGREEMENT
SOUTHEASTGENERAL
CONTRACTORS GROUP. LLC
Project Name:Sanborn Roof 10380 SW Village Center Dr-232 Port St.Lucie,FI 34987
Customer Name:Clifton Sanborn Phone#-8774073535
Address:385 seahorse terrace fort pierce FL 34982 Contact-Project Manager
Date: 1 011 612 01 8 Email-Imcdoriald@southeastcontracting.com
0-( .. e. .1,. n
Name: Atlas Pinnacle Pristine Shi
Shingle 1-1/4"Coil Nails(6-Nails Per Shingle)
Fasteners:
Starter Shingles: Atlas Pro-Cut Starter Strip
Remove& Dispose 3-Tab Shingles
Atlas Pinnacle Pristine Shingles
Atlas Pro-Cut Starter Strip
Atlas Pro-Cut Hip&Ridge Shingles
Re--nail roof decking to FSC code
1/2"CDX(4'x8' Sheet)2 included Free add'I 80/each
Atlas Summit 60 Synthetic Underlayment
1-1/4"Coil Nails(6-Nails Per Shingle)
Closed Valley
Shingle Over Ridge Vent Omniroll
2" lead boot
Rake Edge 6"Galt'
Eave Edge 6"gaiv(Color:White)
Delivery Fee
Disposal Fees(20-30sq)
Neighbor
Contract Cost: L5,8TI.77
Terms and Conditions.
Deposit Schedule: 20% down/60% due after dry-in, before materials are delivered/20% due upon
completion.
i
,J
CustamerSignatu ©at
I
A
TERMS OF AGREEMENT
1_ Change Orders, contractor may accept a "change order"to the plans, specifications or
equipment. In addition, the total price increased or decreased to reflect the change, and
the same shall be in writing and signed by the Owner and Contractor. Any increase to the
contract price shall be paid by the Owner upon ordering the work called for in such
"change order" or upon execution of the change order as required by the contractor.
2. The Owner is responsible for removing personal items, plants, vehicles, etc. from the work
area.
3. Existing gutters will be removed or detached to allow for the installation of the new roofing
system. Contractor will attempt to save the gutters however in the event they are damaged
the Owner accepts full responsibility for said gutters.
4. The Owner is responsible for the removal and re-installation of any satellite dishes. The
satellite dish may need to be re-calibrated at Owners expense)
5.Customer authorizes the contractor and the material supply companies access to the
property_ Customer accepts full responsibility for any unforeseen damage to the walks,
driveway, septic tank and drain field, landscaping etc. to the property.
6. Due to the rising cost in labor and materials the Owner agree to allow the Contractor to
submit for additional claims coverage to the Insurance Company. Any additional funds
received by the Owner will be released to the Contractor.
7. Labor Warranty 5 year on workmanship. Material Warranty Lifetime limited warranty.
Southeast General Contractors Group, Inc shall not be held responsible for damage caused by hurricanes,
tropical storms,tornadoes,earthquakes,fires,floods or,other causes beyond the reasonable control of the
Contractor. Contractor cannot be held responsible for interior damages.Southeast General Contractors
Group, Inc will not warranty the work if payment is not received within 5 business days after completion.
8. Same as Cash (SAC)Financing (3,6,12,18,24 months) options will require an additional
upfront fee. Standard (1-12) years financing is offered with no upfront fees. All financing is
contingent upon credit approval. Standard Home Improvement financing offered from
9.99% APR for A and A+ credit rating. Southeast General Contractors Group Inc partners
with EnerBank Improvement loans. Additional Lenders may have other requirements.
9_ In the event there is a Home Owners Association, the Home Owner is responsible for
notifying the Contractor and assumes responsibility to get approvals the Home Owners
Association. The Contractor will provide samples if requested by the Home Owner.
10. Quoted price is a cash price which includes all rebates and discounts, an additional 3.5%
convenience fee will be added to payments made by credit card.
11. Entire Agreement-This Contract, from the time it shall take effect, shall supersede any
and all prior Agreements whether claimed to be oral or in writing. The parties have
incorporated in this Contract their entire understanding. No oral statement or prior written
matter extrinsic to this Contract shall have any force or effect.
15.1 ft 13.3ft
Ptak flak
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ttl ti
15.1 ft 13.3ft
Rak Rak
Certificate of Authorization No. 29824
CREEK17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,CN EDITION(2017)
Manufacturer: ATLAS ROOFING CORPORATION Issued September 30, 2017
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770)612-6267
vAAAy.atlasroofino.com
Manufacturing Locations: Hebei, China
Quality Assurance: Intertek Testing Services NA Inc.(QUA1673)
SCOPE
Category: Roofing
Subcategory: Underiayments
Code Sections: 1507.1.1
Properties: Physical properties
REFERENCES
Entity Report No. Standard Year
Intertek Testing Services NA,Inc.(EVL11327) CCRR-1038 AC 188 2012
Intertek Testing Services NA,Inc.(EVL11327) CCRR-1038 ASTM D 226 2009
Intertek Testing Services NA Ltd.(TST1509) 141128020SHJ-BP-1 AC 188 2012
PRODUCT DESCRIPTION
Summit 30 A mechanically attached,synthetic underlayment used an alternative to ASTM D 226,
Type I and Type II roofing underlayments. The roll is available in 48-inch wide x 150-ft
long format and weighs approximately 20 lbs.
Summit 60 A mechanically attached,synthetic underlayment used an alternative to ASTM D 226,
Type I and Type 11 roofing underlayments. The roll is available in 48-inch wide x 150-ft
long format and weighs approximately 23 lbs.
Summit 180 A mechanically attached,synthetic underlayment used an alternative to ASTM D 226,
Type I and Type 11 roofing underlayments_ The roll is available in 48-inch wide x 150-ft
long format and weighs approximately 30 lbs.
Summit 190 A mechanically attached,synthetic underlayment used an alternative to ASTM D 226,
Type I and Type 11 roofing underlayments. The roll is available in 48-inch wide x 150-ft
long format and weighs approximately 38 lbs.
ATL16001.1 FL21360-Ri Page 1 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 CORPORATION
CREEKSummit Underlayments
TECHNICAL....SERVICES, i.LC
APPLICATION INSTRUCTIONS
Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing
construction. Sheathing shall be installed in accordance with FBC requirements. Roof
decks shall have no more than 1/8"gap at abutting joints.
Attachment method: Underlayment shall be attached in accordance with the FBC and manufacturer's
installation instructions. The underlayment is installed starting at the eave, with the
length of the roll parallel to the eave with the printed side facing up. All side laps shall be
installed to shed water from the deck. End laps shall be staggered between courses in
accordance with the manufacturer's application instructions. Minimum application
temperature shall be 50'F.
Allowable roof coverings: Mechanically fastened roof coverings as prescribed in FBC Table 1507.1.1 shall be
permitted.
LIMITATIONS
1) This evaluation report is not for use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance is not within the scope of this evaluation.
4) 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.
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 underlayment application.
6) Roof slope limitations shall be in accordance with FBC requirements.
7) Contact the manufacturer when installing at temperatures below the minimum application temperature.
8) The underlayment may be used as described in other current FBC product approval documents.
9) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck.
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 61G20-3.
ATL16001,1 FL21350-RI 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 R40FING CORPORATION
CREEKSummit Underlayments
TECHNICAL.SERV10Es, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6"'Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer.
,,. �. . . . . .. 2017.09.30
J EN
No 74021 r
f 12:51 :10
—04'00'
:�' STATE OF :��+`
0'n;•'�4 a R 4 Q P.•�Z`: Zachary R. Priest, P.E.
C?�. Florida Registration No.74421
fVA` ��� Organization No.ANE9641
111111011
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 Witt 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.
END OF REPORT
ATL16001.1 FL21350-R1 Page 3 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 dais not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
61612018
Florida Building Code Online
�l
SCiS Home Log in user Registration ' Hot Topics Submit Surcharge Stats Fans Pubitcatlons F$C Stag i3CP5 Site hlap Links search
Product Approval
USER!Public User
>- _gcic -r>Application
Detail
FL 4
Application Type FL163©5-R6
Cade.Version Revision
2D17
Application Status
Approved
Comments
Archived
Product Manufacturer Atlas Roofing Corporation
Address/Phone/Email 2000 RiverEdge Parkway
Suite Boo
Atlanta,GA 30328
(770) 946-4571
mcoilins@a atlasroorrng.cam
Authorized Signature Meidrin Collins
mcoIlins@atlasroofino.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/'Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
PrOfe55i0nal Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance;entity UL LLC
Quality Assurance Contract Expiration Date 1.2/31/2020
Validated By
Locke Bowden RE.
Validation Checklist-Hardcopy Received
Certificate of Independence - - -
C .C_ t1717 FSC Eval Rep r__ jng
Referenced Standard and Year(of Standard) Sta dard
�`— Year
ASTM D 3161 2D1
ASTM D 3462 2016
ASTM D 7158 2011
TAS 1D0 1995
TAS 107 1995
Equivalence of Product Standards
Certified By
Sections from the Code
".?:oridabuilding.org!prtfpr_app dtl.aspx?Param=wGEVXQwtDquJBMigUli3NiTGP1D82JC.Jnk%2bsJ2MHrThI RVO-0/
616i2078 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 09/30/2017
Date Validated 10/0312017
Date Pending FBC Approval 10/04/2017
Elate Approved 12/12/2017
summary of Products
FL 4 i Model,Number or Name Description
15345.1 _ Atlas Shingles Fiberglass reinforced laminated asphalt shingles
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes i rL I �,05 RE 71 a:Ti_1--002.6 20 ; =3C wv-al
Approved for use outside HVHZ:Yes ! inaLp;�r
impact Resistant: N/A I Verified By: Zachary R. Priest 74021
Design Pressure: N/A i Created by Independent Third Party:Yes
Others See evaluation report for limits of use Evaluation Reports
FLs_6�05 Rb AE ATL13®C12.5 2017 FBC-Eval ecLr Sl,i. l r
Created by Independent Third Parry:Yes
Contact t)s::2501 Blair Stone Road,Tallahassee rt.32399 Phone:8500-487-182-4
7ne State of Florida i5 an e.AJESO employer.[yop-y ht 2007-2013 State of r7orid�.::Pri___vacy Stat___MPnt.:AccesSitiili[y Statement;:Re(vnd Statement
tinder Morida Jaw,email adresse->are public retards.if you do not want your a-mail address released In response to a public-records request,do nor send electronic
maii to ttls entity.Instead,contact the oFce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Fiorida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the department with an email address if they have
ono The emails provided may be used for official communicatiun 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[tick here.
Product ApprovalAccepts!
Jan
Credit Card
safe
-,,. ....,,.=eridcnLilding.l7rgrprlpr app dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N1TGPID8aJCJnkol
Certificate of Authorization No. 29824
CREEK 27520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6T"EDITION(2017)
Manufacturer: ATLAS ROOFING CORPORATION Issued September 30, 2017
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
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
PRODUCT DESCRIPTION
Legend (Ardmore) 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.
GlassMasterO30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
(Ardmore&Hampton) thermally-activated,self-sealing sealant stripe that complies with ASTM D 3462.
Tough-Master020 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed,
(Ardmore&Hampton) thermally-activated,self-sealing sealant stripe that complies with ASTM D 3462.
Pro-Cut@ Hip&Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
(Ardmore&Hampton) dashed, thermally-activated, self-sealing sealant stripe that complies with ASTM D
3462.
Pro-Cut@ Starter Strip ASTM D 3161,Class F fiberglass reinforced,starter asphalt shingle with a dashed,
(Hampton) thermally-activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAMTm Architectural ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
(Hampton,Franklin& architectural asphalt shingle with a dashed,thermally-activated, self-sealing sealant
Meridian) stripe that complies with ASTM D 3462.
Pinnacle@ Pristine, ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
Pinnacle@ Pristine architectural asphalt shingle with two, dashed,thermally-activated,self-sealing sealant
Lifetime w/Scotchgard stripes that complies with ASTM D 3462.
(Dangerfield,Hampton,
Franklin&Meridian)
StormMaster@ Shake ASTM D 3161, Class F&ASTM D 7158,Class H fiberglass reinforced, laminated
(Dangerfield) architectural modified asphalt shingle with two,dashed,thermally-activated,self-sealing
sealant stripe that complies with ASTM D 3462.
ATI-13002.E FL 16305-R6 Page I 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.
This evaluation report dues not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
StormMasterg Slate ASTM D 3161, Class F&ASTM D 7158, Class H fiberglass reinforced, laminated
(Ardmore) architectural modified asphalt shingle with two,dashed, thermally-activated,self-sealing
sealant stripe that complies with.ASTM D 3462.
REFERENCES
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 1995
PRI Construction Materials Technologies(TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-107-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-107-02-01.1 TAS 100 1995
PRI Construction Materials Technologies(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 1995
PRI Construction Materials Technologies(TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2011
PRI Construction Materials Technologies(TST5878) ATL-132-02-01 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials`technologies(TST5878) ATL-133-02-01 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-135-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-136-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2011
PRI Construction Materials Technologies(TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2011
PRI Construction Materials Technologies(TST5878) ATL-143-02-01 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-144-02-01 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-151-02-01 ASTM D 3462 201 DA
PRI Construction Materials Technologies(TST5878) ATL-162-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-167-02-01 ASTM D 3161 2016
PRI Construction Materials Technologies(TST5878) ATL-168-02-01 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-169-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-170-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-171-02-01 ASTM D 3462 201 DA
PRI Construction Materials Technologies(TST5878) ATL-172-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-174-02-01 ASTM D 3462 201 DA
PRI Construction Materials Technologies(TST5878) ATL-179-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-1 B4-02-01 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-185-02-01 ASTM D 7158 2011
PRI Construction Materials Technologies(TST5878) ATL-186-02-01 TAS 100 1995
PRI Construction Materials Technologies(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 2016
TAS 107 1995
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 201 DA
PRI Construction Materials Technologies(TST5878) ATL-221-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-221-02-03 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-221-02-04 ASTM D 7158 2011
PRI Construction Materials Technologies(TST5878) ATL-222-02-01 ASTM D 3462 2010A
PRE Construction Materials Technologies(TST5878) ATL-222-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-222-02-03 ASTM D 3161 2016
ATL13002.6 FL 16305-R6 Page 2 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.
ATLAS ROOFING CORPORATION
SCREEK Asphalt Shingles
TECHNICAL SERVICES. LLC
9fl-ttlY Report No. Standard Year
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-222-02-04 ASTM D 7158 2011
PRI Construction Materials Technologies(TST5878) ATL-223-02-01 ASTM D 3462 201 OA
PRI Construction Materials Technologies(TST5878) ATL-223-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-223-02-03 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-223-02-04 ASTM D 7158 2011
PRI Construction Materials Technologies(TST5878) ATL-224-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-225-02-01 ASTM D 3462 2010A
PRI Construction Materials Technologies(TST5878) ATL-225-02-02 TAS 100 1995
PRI Construction Materials Technologies(TST5878) ATL-225-02-03 ASTM D 3161 2016
TAS 107 1995
PRI Construction Materials Technologies(TST5878) ATL-225-02-04 ASTM D 7158 2011
ATL13002.6 FL 16305-R6 Page 3 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.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
CREEKAsphalt Shingles
TECHNICAL SERVEC S. L.L.0
INSTALLATION
Legend Basic Wind Speed(V it): Max. 194 mph
Basic Wind Speed (V,,,): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min, 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed ruin. 15f32 in. plywood or wood plank for
new construction; Min. 7116 in.OSB existing construction.
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.
Installation (HVHZ): 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.
Installation (Non-HVHZ): Installed with 5-inch 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.
3 f1!
i
�:Z'1awziii JSEr
lr
`.- - ...._.._ _F._. -aAYS mcvl nli
j 1 T2"
-------- --- - i✓ _ =._... -----------------
�'
Figure 1. Legend 4 Nail Pattern (Nan-HVHZ only)
_ I
� 1f
4ttklE,Tdw''!i � Ir
i
r�
' -1`/e"«:car,srr..l•u a:m f
13 _
Figure 2. Legend 6 Nail Pattern
ATL1300M FL 16305-R6 Page 4 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-
ATLAS ROOFING CORPORATION
CREEKAsphalt Shingles
TECHNICAL SE'.R'sv10Es. LLC
GlassMaster@)30& Basic Wind Speed (Vuet): Max. 194 mph
Tough-Master®20 Basic Wind Speed (V,,d): Max. 150 mph
Deck(HVHZ): 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.
Deck(Non-HVHZ): 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.
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 5-inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-inch 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.
I
- i[s
12" „ A
Figure 3. GlassMaster®30 &Tough-Master@ 20 4 Nail Pattern (Non-HVHZ only)
Nails
12H
i
s
Figure 4. GlassMaster@ 30&Tough-Master(R)20 6 Nail Pattern
ATL13002.6 FL 16305-R6 Page 5 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.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein_
ATLAS ROOFING CORPORATION
CREEKAsphalt Shingles
TECHNICAL SERVICES. LL
Prol-AMTN1 Architectural Basic Wind Speed (V„It): Max. 194 mph
Basic Wind Speed (Vag): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19f32 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. 15132 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
greater than 21:12.
Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail 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 using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
C 42"
sr;;3_E: ;," �EALAHT a IE RATTET
LEr.-�Tr+ M I- OFF
11°Y
— ------------ - ------- - -------------------------------------------------- ------------------------- -
-I 5. _ _ _ _ _ d _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —
��— 1 Q.ao
—TIJ,NAILIIU AREA ' .. .. .. ,
E
Figure 5. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only)
42"
SivGLE Y<" SEAV..Ns UNE PATTERN
I- LENGTH ON: V DOFF
4 TVP
_- _- __- - - _
�_ — _ _ _ _ _ — — _ e
_. L}1-NAILJNU AREA
7n S
IJr S
Figure 6. Pro-LAMTMf 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 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 CORPORATION
CREEKAsphalt Shingles
TECHNICAL SERVICES. 1L.1_C
Pinnacle@ Pristine 8F Basic Wind Speed (Vint): Max. 194 mph
StormMaster@ Shake Basic Wind Speed (Vad): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 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.
Undertayment: 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 published installation instructions..
Shingles shall be attached using "6 Nail 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 using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
DOUBLE%s" SEAL-4NT LINE
TOP: I" LENGTH ON: 3" OFF
00.OV: " LENGTH ON: 1- OF`
l
731.3'
" 7YP
3
III
Figure 7. Pinnacle@ Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only)
ANT LINE PATTERN
__�GTH OP!: 3 OFF
t" LENGTH OW a" OFF
4
4
:.-3,-t-tw----------------- {..-----------`------------------ ------------'--'------.-...---.._.---'---.....-------------------------------......---------'------------J,,�
a 4"
71" 67� ..
LI]-Nfi1uYG AREA '
8 61e i
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 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 CORPORATION
SCREEKAsphalt Shingles
TECHNICAL SERVICES. LLC
StormMaster®State Basic Wind Speed(V it): Max. 194 mph
Basic Wind Speed(Va5,): Max. 150 mph
Deck(HVHZ): 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.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min.7/16 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 8.5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Mon-HVHZ): 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.
Li I-
9"
Figure 9. StormMaster®State 4 Nail Pattern
9"
Figure 10.StormMaster®Slate 6 Nail Pattern
ATL13002.6 FL 16305-R6 rage 8 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.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
sm ATLAS ROOFING CORPORATION
Asphalt Shingles
0 TECHNICAL SERVIGEs, LLC
Pro-Cut®Starter Strip Basic Wind Speed(Veit): Max. 194 mph
Basic Wind Speed(Vag): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed rein. 19132 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. 15f32 in. plywood or wood plank for
new construction, Min.7116 in.QSB 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 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.
3u"
1
---------------------------------------------
------I.
ptan
/ 12 ga-3-1l2'+ing shank nail �I
Figure 11. Pro-Gut@ Starter Strip
ATL13002.6 FL 16305-R6 Page 9 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.
ATLAS ROOFING CORPORATION
CREEKAsphalt Shingles
TECHNICAL SERVICEse LLC
Pro-Cut®Hip$Ridge Basic Wind Speed(V.1t): Max. 194 mph
Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or woad plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 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.
Installation(HVHZ and installed with 5-5/8 inch exposure in accordance with RAS
non-HVHZ): 115 (HVHZ only) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind.
4 12 ga.1-1/2"ring
I shank nail
t
12"
6"
Ll
j
i
Figure 12. pro-Cut® Hip & Ridge
ATL13002.6 FL 16305-R6 Page 10 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.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
CREEKAsphalt Shingles
TECHNICAL SERVICES. LLC
UmaATIoNs
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 minimum 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 underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P,E, have demonstrated compliance with the Florida Building
Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
�y11111fill,,
�� rr
"- No 74021 = � ---- 0 12:3 7:24
�:- STATE OF .: —04#001
'�t�(�`�,'• O R 1�.•' �`.`� Zachary R_ Priest, P.E.
irrrslO�JAy Florida Registration No.74021
�ti Organization No.ANE9641
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.
END OF REPORT
ATL13002,6 FL 16305-R6 Page 11 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.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.