HomeMy WebLinkAbout201 Scott DrCITY OF SANFORD
BUILDING & FIRE PREVENTION
INOV 0 7 2016 PERMIT APPLICATION
ED
Application No.
Documented Construction Value: $
Job Address: JU ScdH- V \ V-c Historic District: Yes No ['-
Parcel ID: Residential
1"Commercial
Type of Work: New Pr Addition Alteration Repair Demo Change of Use Move
Description of Work: ly 1 ca-0 e- LOkr\,d d0-u 4 S m Dew voy'F h
t '\-) q (ems Plan
Review Contact Person: A A-L_Z Title: Phone:
40-L4ba- I111 Fax: Email: Property
Owner Information Name
Zy1,e.2 'g'yoY Street:
o O) I % )p City,
State Zip: r I Name
Street:
City,
State Zip: — Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
qb7- 416 2 - ? I 1' 7 Resident
of propertyF?;: Contractor
Information Phone:
Fax:
State
License No.: Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit
Application
NOTICE: In addition to the requirements of this permit,, there may be additional restrictions applicable to this. property that may be
found in the 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.
JA 9 2- E. A(LJ_ -40A ,
Signature of er/Agent Date
ne'z PA&"
Print owner/Agent's Name
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
o1 pv a s('
ANOTTESCOT'Pate Signature of Notary -State of Florida Date
r Notary Public •State of Florida
My Comm. Explros Jan 16, 2018
N9
f
A, Commission i FF 07178sn.'
P,;,;, Bonded Ttuau9h tonal Ndary
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
OWNER BUILDER STATEMENT/AFFID"IT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction -to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
Vresponsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence -must be for -my- own -use -or -occupancy. -It- may -not -be -built -or -substantially- improved for -sale -or- -
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
n understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
n Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.comldbpr/pro/cilb/ for
1 more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: 6L6k CUjTT -Cy(J`e, kt ?
I, 1C.,V J'QAt,I'-cu , do hereby state- that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Signature of
Form of Identification
Must be Photo ID)
Date
Ozvl 1
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition . to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
N g inliaSINS ENT PREPA BY:
Narne: • 2l - n
Address: '7$-
9 Stf
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
a
Permit Number: ZD— ' Parcel ID Number:
MAR i'ANNE NORSE? SENI1,10LE COUH T Y
CLERK OF CIRCUIT COURT & CONTROLLER
L, it JJI_IIS 1-':1 all (1P•7s)
CLERK'S u 201u 115659
RECORDED 11/07/?01% 0q:56:1rt AN
RECORD:':h!G FEES $10.00
RECORDED BY iiclevore
3f 1 -3 f 5 A -oava- 000-o
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with
dhapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
GENERAL DESCRIPTION OF IMPROVEMENT: /
OWNER INFORMATION:
l
Name- ` -'a 0 'L P" Cr .'
Address: CrY7-gyp
Fee Simple Title Holder (if other than owner) Name:
CONTRACTOR:
Name:
Address:
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 of
To receive a copy of the Uenor'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 knowledge and belief.
JI
Owners Signature Owner's Printed Name
Florida Statute 713.13(1)(9): "The owner must sign the notice of commencement and no one else maybe permitted to sign In his or her stead' CM
u
a
V) dStateofUr^'ldcl County of o0
foregoing instrument before me this day of N t) Z' . 20Thewasacknowledged z c
T1 t `' C Who is known to me
Z 0 o 0
o Zby . personally
Name or person making statement a
OR who has produced identification type of identification produced: U '-
FHW0JLWD(-'. DANIELS -
G
L C
SlAy COMMSSION II FFr07747
I Jty py,2D18 Notary Signature
z
0 'L
c}i
Quote Date
11/3/2016
SALE
72 BD H
7829
SANFORD CASH SALES
E 30
Sunniland Sanford
1735 St Rd. 419
Longwood, FL 32150
Office: (407) 322-2421
Fax: (407) 3244421
Email: Sanford@SunnilandCorp.com
Sale
3 BD 0 ELITE BLA -k-tBLEND}$fp.,aFYA., SQUARE r z
12 RO,;.,FEET, 30 LB UL,T,4MK0
24 PC ZAVE DRIP 6,INj126 GA WHITE GALV
QF
2 BX GENERICyI,{'i/4 INCH
1 BX NAIL EC24&2 37-,8,-INCH SENCO DECKING NAIL
2 BX RI ;;SIMPLEX"l IN PLAS HD
1 EA e::*FLASHING CEMENT
3 PC FLASHING 26GA 4X5 GALV
1 EA FREIGHT 4
522113
543806
750017
750112
744298
401 Q5818 F
t: Quote
Pa=%f 1
SHIP: 11 /3/2016
Contact Number
12
24
2
1
2
1
3
1:
67.98
336.00
171.60
60.00
42.00
44.00
31.30
27.60
35.00
Sub Total Tax Grand Total
2,615.48 $180.63 $2,796.11
Quote is validfor 30-'90'Ifdelivery is included in price quote, every attempt will be made to deliver and roofload the materials. Ifroof load is too
difjzcult or too dangerous, materials will be delivered curbside. If more than one delivery is required, additional charges may apply. All deliveries
are made at the customers risk including, but not limited to, damages to sidewalks, driveways, buildings, trees, shrubbery, lawns, and septic tanks.
All items are sold as is and without express or implied warranty by Sunniland, including but not limited to warranties for fitness or merchantability.
Returns must be approved by sunniland and are subject to a 20% Restocking fee. In the event of dispute, venue shall be in Seminole County, FL
Florida Building Code Online Pagel of3
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3l x !i BCIS Home i Log In User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications FBC Staff I BCIS Site Map L
Busines,%i
Professi nal {USER: A Product Approval
Public User
ReJLIIE tion
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL15067-113 { /,1 _
Application Type Revision I l/ l[
Code Version 2014
Application Status Approved
Comments
Archived 3
Product Manufacturer Mid -States Asphalt & Cant Strip, Inc.
Address/Phone/Email 1637 51st Avenue
Tuscaloosa, AL 35401
205)345-6634
eric@msaroof.com
Authorized Signature Eric Bailey
eric@msaroof.com
Technical Representative Eric Bailey
Address/Phone/Email 1637 51st Avenue
Tuscaloosa, AL 35401
205)345-6634
eric@msaroof.com
Quality Assurance Representative Eric Bailey
Address/Phone/Email 1637 51st Avenue
Tuscaloosa, AL 35401
205)345-6634
eric@msaroof.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licen
Professional Engineer
D Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality. Assurance Contract Expiration Date 01/28/2018
Validated By Locke Bowden
i Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL15067 R3 COI MSA14002.2 2014 FBC Evaluation Report ME
Underlavments- FINAL.odf
Standard Year
ASTM D 3909 1997
ASTM D 6757 2007
ASTM D226 2006
ASTM D2626 2004
ASTM D3909 2004
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD... 11 /13/2015
Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
ASTM D4869
Method 1 Option D
08/28/2015
08/28/2015
09/07/2015
10/16/2015
2005
FL # Model, Number or Name Description
15067.1 Arrow 43# Organic Base Sheet ASTM D 2626 Organic Base Sheet
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Installation Instructions
FL15067 R3 II MSA14002.2 2014 FBC Evaluation I
Underlavments- FINAL.odf
Verified By: PRI Construction Materials Technologie:
Created by Independent Third Party: No
Other: See evaluation report for limits of use. Evaluation Reports
FLIS067 R3 AE MSA14002.2 2014 FBC Evaluation
Underlavments- FINAL.Ddf
Created by Independent Third Party: Yes
15067.2 MSA ASTM D-226 15# ASTM D 226 Type I Saturated Organic Felt
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Installation Instructions
FL15067 R3 II MSA14002.2 2014 FBC Evaluation I
Underlavments- FINAL.odf
Verified By: PRI Construction Materials Technologie:
Created by Independent Third Party: No
Other: See evaluation report for limits of use. Evaluation Reports
FL15067 R3 AE MSA14002.2 2014 FBC Evaluation
Underlavments- FINAL.Ddf
Created by Independent Third Party: Yes
15067.3 MSA ASTM D-226 30# ASTM D-226 Type II Saturated Organic Felt
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Installation Instructions
FLIS067 R3 II MSA14002.2 2014 FBC Evaluation I
Underlavments- FINAL.odf
Verified By: PRI Construction Materials Technologie:
Created by Independent Third Party: No
Other: See evaluation report for limits of use. Evaluation Reports
FL15067 R3 AE MSA14002.2 2014 FBC Evaluation
Underlavments- FINAL.pdf
Created by Independent Third Party: Yes
15067.4 MSA MSR ASTM D 3909 Asphalt Roll Roofing
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
Installation Instructions
FL15067 R3 II MSA14002.2 2014 FBC Evaluation I
Underlavments- FINAL.odf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: No
Evaluation Reports
FL15067 R3 AE MSA14002.2 2014 FBC Evaluation
Underlavments- FINAL.odf
Created by Independent Third Party: Yes
15067.5 MSA The Grid ASTM D 6757 Saturated Felt
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Installation Instructions
FL15067 R3 II MSA14002.2 2014 FBC Evaluation I
Underlavments- FINAL.pdf
Verified By: PRI Construction Materials Technologie:
Created by Independent Third Party: Yes
https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtD... 11 / 13 /2015
Florida Building Code Online Page 3 of 3
Design Pressure: N/A Evaluation Reports
Other: See evaluation report for limits of use. FL15067 R3 AE MSA14002.2 2014 FBC Evaluation
Underlayments- FINAL.Ddf
Created by Independent Third Party: Yes
15067.6 MSA UL 15# ASTM D 226 Type I Saturated Organic Felt
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15067 R3 II MSA14002.2 2014 FBC Evaluation I
Underlayments- FINAL.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: PRI Construction Materials Technologie:
Design Pressure: N/A Created by Independent Third Party: No
Other: See evaluation report for limits of use. Evaluation Reports
FL15067 R3 AE MSA14002.2 2014 FBC Evaluation
Underlayments- FINAL.pdf
Created by Independent Third Party: Yes
15067.7 MSA UL 30# ASTM D 226 Type II Saturated Organic Felt
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS067 R3 II MSA14002.2 2014 FBC Evaluation I
Underlayments- FINAL.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: PRI Construction Materials Technologie:
Design Pressure: N/A Created by Independent Third Party: No
Other: See evaluation report for limits of use. Evaluation Reports
FL15067 R3 AE MSA14002.2 2014 FBC Evaluation
Underlayments- FINAL.Ddf
Created by Independent Third Party: Yes
15067.8 MSA Z30 ASTM D4869 Type II Saturated Organic Felt
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS067 R3 II MSA14002.2 2014 FBC Evaluation I
Underlayments- FINAL.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: PRI Construction Materials Technologie:
Design Pressure: N/A Created by Independent Third Party: No
Other: See evaluation report for limits of use. Evaluation Reports
FLIS067 R3 AE MSA14002.2 2014 FBC Evaluation
Underlayments- FINAL.Ddf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refun
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records reques
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.135
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department H
address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public n
not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To de
are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
ER
S,onitv.'MTWcc
https://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtD... 11 /13/2015
11
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
2014 FLORIDA BUILDING CODE
Manufacturer: MID -STATES ASPHALT AND CANT STRIP, INC. Issued August 27, 2015
1637 51 s' Street
Tuscaloosa, AL 35401
800)489-2391
http://`wWw.midstatesasr)halt.com
Manufacturing Plants: Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.2.3, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5, 1507.4:5.2, 1507.5.3, 1507.5.3.2,
1507.6.3, 1507.6.3.2, 1.507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1607.8.3.2, T1507.8,
1507.9.3, 1507.9.3.2, 1507.9.5
Properties: Physical properties.
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST6049) BWR-502-02-01 ASTM D 4869 2005e01
PRI Construction Materials Technologies (TST6049) BWR-503-02-01 ASTM D 226 2006
PRI Construction Materials Technologies (TST6049) BWR-504-02-01 ASTM D 226 2006
PRI Construction Materials Technologies (TST6049) BWR-509-02-01 ASTM D 2626 2004
PRI Construction Materials Technologies (TST6049) BWR-539-02-01 ASTM D 3909 1997b (2004)E'
PRI Construction Materials Technologies (TST6049) MSA-bo9-02-01 ASTM D 6757 200.1
PRODUCT DESCRIPTION AND APPLICATION
MSA MSR' MSA MSR is an ASTM D 3909 asphalt roll roofing product surfaced with mineral
granules for use as a valley liner in asphalt shingle roof systems.
MSA.ASTM D 22615# MSA ASTM 13-226.#15 is an ASTM D 226, Type I asphalt saturated organic felt.
underlayment.
MSA UL 15# MSA UL #15 is an ASTM D 226, Type I asphalt saturated organic felt underlayment.
MSA ASTM D 226 30# MSA ASTM D-226 #30 is an ASTM D 226, Type II asphalt saturated organic felt
underlayment.
MSA UL 30# MSA UL #30 is an ASTM D 226, Type II asphalt saturated organic felt underlayment
MSA Z-30 MSA Z-30 is an ASTM D 4869, Type ll asphalt saturated organic felt underlayment
Arrow 43# Organic Arrow 43# Organic Base Sheet is an ASTM D 2626 asphalt saturated and coated,
Base Sheet non:perforated, organic felt underlayment used in low slop applications.
MSA The Grid MSA The Grid is an ASTM D 6757 saturated felt underlayment with woven glass fiber
reinforcement.
MSA14002.2 FL15067-R3 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.
MID -STATES ASPHALT AND CANT STRIP, INC. CREEK Underlayments
TECHNICAL SERVICES, LLC
Deck Type: The roof deck shall be constructed of closely fitted sheathing for new or
existing construction. The deck shall be installed in accordance with FBC
requirements. Roof decks shall have no more than'/s` gap at abutting joints.
Min, slope: In accordance with the applicable FBC section..
Attachment method: In accordance with the requirements of applicable FBC sections and the
current published manufacturing instructions
Allowable Roof Coverings:
Metal Roof Mineral- Wood Clay and
Asphalt . Panels and Surfaced Shingles Slate Concrete
Shingles Shingles Roll Roofing and Shakes Tile
MSA MSR Y1 N Y N
Shingle
N N
MSA ASTM D
Y Y Y Y Y N22615#
MSA UL 15# Y Y Y Y Y N
MSA ASTM D
Y Y Y Y Y Y22.6 30#
MSA.UL 30# Y Y Y Y Y Y
MSA Z-30 Y Y Y Y Y N
Arrow 43#
Organic Base N N N N N Y
Sheet
MS.A The .Grid Y Y Y N Y N
Notes: 1) Open valley applications per 1507.2.9.2
LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation..
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's 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 undedayment application.
6) All undedayments shall be installed with the roll length parallel to the eave, starting at the cave, 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.
7) Underlayments may be used as described in other current FBC product approval documents.
8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underiayment to the roof deck.
9) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
MSA1.4002.2 FL15067-R3 Page 2 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.
G. CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
MID -STATES ASPHALT AND CANT STRIP, INC.
Underlayments
The products evaluated by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building
Code as evidenced in the referenced documents submitted by the named manufacturer.
G aY R. '''' 2015.08.27
No 74021 16:02:42
tlObbNW4.W LmW RMwt
04'00' p.' STATE OF '•ICI:
0x%. Al P .
i•,1 0' R 1 ''C_>
Zachary R. Priest, P.E.
Florida Registration
erlInNAL
No. 74021
Orgariization No. ANE9641E-I
l
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
MSA14ow.2 FL15067-R3 Page 3 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.
R905.2.7 Underlayment application.
Underlayment shall be installed using one of the following methods:
1. For roof slopes from two units vertical in 12 units horizontal (17-percent slope), and less than four
units vertical in 12 units horizontal (33-percent slope). Underlayment shall comply with ASTM D 226,
Type I or Type 11 or ASTM D 4869, Type II or Type IV or ASTM D 6757 and shall be two layers
applied in the following manner. Apply a 19-inch (483 mm) strip of underlayment felt parallel to and
starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36-inch-wide
914 mm) sheets of underlayment, overlapping successive sheets 19 inches (483 mm), and fastened
with a 1-inch (25 mm) round plastic cap, metal cap nails or nails and tin -tabs attached to a nailable
deck with one row in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm)
o.c., and one row at the overlaps fastened 6 inches (152 mm) o.c. Synthetic underlayment shall be
fastened in accordance with this section and the manufacturer's recommendations.
2. For roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater.
Underlayment shall comply with ASTM D 226, Type II or ASTM D 4869, Type IV or ASTM D 6757
and shall be one layer applied in the following manner. Underlayment shall be applied shingle
fashion, parallel to and starting from the eave and lapped 2 inches (51 mm), fastened with 1-inch (25
mm) round plastic cap, metal cap nails or nails and tin -tabs attached to a nailable deck with two
staggered rows in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm)
o.c., and one row at the overlaps fastened 6 inches (152 mm) o.c. Synthetic underlayment shall be
fastened in accordance with this section and the manufacturer's recommendations End laps shall be
offset by 6 feet (1829 mm).
3. As an alternative, the entire roof deck shall be covered with an approved self -adhering polymer
modified bitumen sheet meeting ASTM D 1970 or an approved self -adhering synthetic underlayment
installed in accordance with the manufacturer's installation instructions.
Florida Building Code Online Page 1 of 2
y W-00,0019filb! z. 'u. . tsr &i'ti "
r.
b(IJ.- a BCIs Home i Log In i User Registration ` HotTopics i Submit Surcharge 1 Stats & Facts j Publications I FBC Staff BCIS Site Map Links +•Search 1
Busines "
Professi! 00USER:Product Approval
Public User
Regulation
Product Approval Menu > Product or Aooliation Search > Application List > Application Detail
a
FL # FL18355-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived n
I . Product Manufacturer TAMKO Building Products, IAc.
Address/Phone/Email PO Box 1404
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
Joplin, MO 64802
417) 624-6644 Ext2305
kerri_eden@tamko.com
Kerri Eden
kerri—eden@tamko.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
D Evaluation Report - Hardcopy Received
Zachary R. Priest
PE-74021
UL LLC
01/07/2019
Locke Bowden
J Validation Checklist - Hardcopy Received
FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report
Shinales.pdf
Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
v
hftnc•//flnrirlahttilrlina nra/nr/r,r inn ,itl envi,.pro,,,,r(:RZ7Yl1.:.+Tl.,,,.r..rLT.:.,l vn«rot i 'tni c
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
12/16/2015
12/18/2015
12/19/2015
02/10/2016
Summary of Products
FL # Model, Number or Name Description
18355.1 Glass Seal, EUte Giass-'Seai . ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage', Heritage Premiurr)`r
Heritage Woodgate1 t er1tage
V litege, ANij'Y ind Rldge,3andr
Vlritage:Hlp=and Rid e:5hingles
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL18355 R2 II TBP15001.2 FBC 2014 Product
Evaluation Report Shinoles.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A Created by Independent Third Party: Yes
other: See evaluation report for limits of use. Evaluation Reports
FL18355 R2 AE TBP15001.2 FBC 2014 Product
Evaluation Report Shin les. df
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee Fl, 32399 Phone: 850-487-1624
The State of Florida Is an AA/EEO employer. coovriaht 2007-2013 State of Florida.:: Privacy statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.
Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click here-.
Product Approval Accepts:
xtsratcz
httnc•//flnrir1nhil;1dino nra/nr/nr nnn ritl 1/1 1 /1111 4
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer.
Manufacturing Plants:.
Quality Assurance:
Category:
Subcategory..
Code Sections:
Properties -
REFERENCES
TAMKO BUILDING PRODUCTS
220 West a Street
Joplin, MO 64801
417)624-6644
Joplin, MO .
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
UL LLC (QUA9625)
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813)480-3421
FLORIDA BUILDING CODE 5" EDITION (2014)
Roofing
Asphalt Shingles
1.507.2.5, 1507.2.7.1. 1523.6.5.1
Physical properties, Wind Resistance, Wind Driven Rain
Entity
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST6878)
PRI Construction Materials Technologies (rST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Teclinalogles (TST5876)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (..ST5878)
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)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLG (TST9V8.)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (rST9628)
UL LLC (TST9628)
TSP15001.2
Report No.
TAP-043-02-01
TAP-051-02-01
TAP-054-02 01
TAP-114-02-01
TAP-117-02-01
TAP-130-02-01
TAP-131=02-0i
TAP-165-02-01
TAP-280-02-01
TAP-303-02-01
TAP-307-02-01
TAP-314-02-01 Rey 2
TAP-315-U2-01
TAR317-02-01
02NK9507
04NK24366
05NK28006
06NK03898
08CA59132
09NK07896
IOCA50498.
IOCA64882
11NK14014
12CA24551
4786/10543
4787043752
4787148748
FL18355-R2
Issued December 14, 2015
Standard
TAS'100
TAS 1:00
TAS 100
TAS 100
TAS 100
TAS-100
TAS 1A0
TAS 100
TAS 160
TAS 100
TAS 100
TAS 100
ASTM D 6381
TAS 106
ASTM D 3161
ASTM D 3462
ASTM D 6381
UL 2390
ASTM D 7158
ASTM D 3161
ASTM D 3462
ASTM D 3161
ASTM D 3161
ASTM D 3462.
ASTM D 3462
ASTM D 3161
ASTM D3161
A8TM D 3462
ASTM 0,3161
ASTM D 6381
ASTM D 3161
ASTM D 7158
ASTM D 3161
ASTM D 3462
Year
1995
1995
1995
1995
1995
1995
1995
1095
1995
1005
1995
1995
2008(2013)el
1995
2009
2009
2008(2013)01
2008d
2009
2009
200.9
2000
2009
2009
2009
2009
2609
2009
2008(2013)e1
2009
2008d
2009
2009
1 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.
CREEKTAMKO BUILDING PRODUCTSaAsphaltShingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H. self-sealing, 34ab
Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass -Seal 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Gass H self-sealing; 34abFrederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass -Seal 12-1i4' x 36", ASTM D 7158, Class H self-sealing, 3=tab asphalt shingle with fiberglassJoplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM p 3462. Shingles shall beused in the non-HVHZ only. Heritage®
13-1/4" x 39-3/a", ASTM D 81.61, Class F and ASTM D 7158, Class H fiberglass Dallas,
Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,
Phillipsburg & complying with ASTM D 3462. Tuscaloosa)_
Heritage®
Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas,
Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa)
Heritage®
Premium 12".x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Frederick)
laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM
D 3462. Heritage®
Vintage® 17A/2" x 40', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Phillipsburg)
laminated architectural asphalt shingle surfaced with rnineral granules complying with ASTM
D 3462. HerltageOWoodgate
13-114" x 39-3/8% ASTM. D 3161, Class F and ASTM D 7158,_ Class H fiberglass Dallas
Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying
with ASTM D 3462. Heritag.
oO Woodgate 12" x 36-3/8', ASTM D 3161, Class F fiberglass reinforced, laminated architectural Frederick)
asphalt shingle surfaced with mineral .granules complying with ASTM D 3462. Shingles shall
be used In the non-,HVAZ. only. Hip
and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F. fiberglass reinforced, hip and ridge asphalt Frederick
Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®
Hip and Ridge 12" x 1.2", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle Phillipsburg)
surfaced with mineral granules complying with ASTM D 3462. FL18355-
R2 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.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal® Basic Wind Speed (V„ ii):
Frederick, Joplin & Basic Wind Speed (V..,d):
Tuscaloosa) Deck (HVHZ):
Glass -Seal
Frederick, Joplin (Non-
HVHZ) & Tuscaloosa) peck (Non-HVHZ):
tlndedayment:
Min. slope:
installation (HVHZ):
Installation (N(5n-HVHZ):
Wing
Afea
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max.150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 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. M6 in. OSB existing construction.
In accordance. with FBC requirements.
12 and in accordance with FBC requirements. Refer to
the manufacturer's application Instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-118 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 5-1J8-inch exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattem"detailed below.
Figure 1. Elite Glass -Seal & Glass=Seal
4 Phil Pattern (Non-HVHZ only)
a
Figure a. Elite Glass -;Seal & Glass -Seal
6 Phil Pattern
Its
7`
i-118"
TEIP15001.2 FL18355-112 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule tit G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the,durationfor 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- CREEK
TECHNICAL SERVICES, LLC
Heritages BasicWind Speed (Van): Max. 194 mph
Dallas, Frederick, Joplin, Basic Wind Speed (Vasd): Max. 160 mph
Phillipsburg & Tuscaloosa) Deck (HVHZ):
Heritage® Premium
Dallas, Frederick
Phillipsburg & Tuscaloosa) Deck (Non-HVHZ):
Heritage@ Woodgate
Dallas & Frederick) Vnderlayment:
Min. slope:
Installation (H.VHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 16/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with .FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-5/8 in. exposure in accordance with RAS
115.and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturers. published installation
instructions: Shingles shall be attached using either"4 Nail
Pattem" or "8 Nail Pattern" detailed below,
FASTE14ER$ NAILZ edE
ANION
BOND
FAF-1 EXPOSURE 64ffls
12-1 /2"—-12-31$"
Figure 3. Heritage(&, Heritage@ Premium, and Heritage® Woodgate (Dallas)
4 Phil Pattern (non-HVHZ only)
FASTENERS
AD
i-1/8p EXPOSURE 5-518"
Figure 4. Heritage-0 & Heritage@ Premium
6 Nail Pattern
NAIL ZONE
COMMON
BOND
TB.P15001.2 FL18355-R2 Page 4 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.
KCREEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
MAIL ZONE)
GkMMOM BON®
6g fXPOSPI3ESN"
1=-8 T 112 ?-112'-31 -'i12. 7 1J2 .•'t"
Figure S. Heritage@ Woodgate
6 Phil Pattern
3 Common Bond
39.3W
Figure 6. Heritage0, Heritages Premiu. m, & Heritage® Woodgate
Alternate 6 Nall Pattern
EDGE .OF
GOI MOV
BOND:
4CCEPTXtBLE:.
1= STEfdE11 L4CATION PPREFERRED
ARSBENERLOCA`
noN Figure
T. Heritage@ (Tuscaloosa) Expanded
Nail Zone Nail
paitems from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.
2 FL18355-R2 Page 5 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.
NCREEKTECHNICAL. SERVICES, LLC
Heftge® Premium Basic Wind Speed (V,t):
Frederick) Basic Wind Speed (Vam):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope;
Installation (HVHZ):
Installation (Non=HVHZ);
TAMKO BUILDING PRODUCTS
Aspha@ 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. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 16132 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing.construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's applicationinstructions when installing shingles
at slopes greater than 21:12, . Installed
with 5 in. -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 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. NAIL
ZONE/ COMMON
BOND 5"
12"
1 -1 Figure
S. Heritage@ Premium (Frederick) 4
Nail Pattern (non-HVHZ only) NAIL
ZONE/ FASTENERS
COMMON BOND 51Is"
SURE 5" Figure
S. Heritage@ Premium .(Frederick) 6
Nail Pattern TBP15001.
2 FL18355-R2 Page 6 of 11 This
evaluation report is provided for State of Florida product approval under Rule COG20-3. 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically
addressed herein.
TAMKO BUILDING PRODUCTSCREEKAsphaltShingles
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (V ft): Max. 194 mph
Frederick) Basic Wind Speed (Vega): Max. 150 mph
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.
Undeftayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBG requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shinglesshall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
11" 1"
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HV142: only)
OND
r
4'
Figure 11. HeritageO Woodgate (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 7 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.
CREEK
TECHNICAL SERVICES, LLC
Heritage@ Vintage® Basic Wind Speed (V„ay Max. 194 mph
Phillipsburg) Basic Wind Speed (V,,d): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 1.9/32 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. 116132, 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 F13C requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Patteni" detailed
below.
Installation (Non-HVHZ): installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Patten' or "6 Nail Pattern" detailed below.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Y I ep'..
TNDth
s, fines.
ua
r7-rrs'm
tr
rx>e
4iX' dui----9-Ua—lo!r--9iAP
Figure 12. Heritage® Vintage®
510111 Pattern (non-HVHZ only)
Figure 13. Heritage® Vintage
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 8 of 1.1
This evaluation. report is -provided for State of Florida product approval under Rule 61G20-3. The manufacturershail 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.
a
CkEEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (Vvn):
Frederick & Joplin) Basic Wind Speed (Vazd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min, slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 160 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 1'5/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2.12 and in accordance with FBC requirements.
Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's putillshed installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
rn1
exposure
Figure-1
astener
n
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
nxposurtil
TBP1`5001.2 FL18355-R2 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-& 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.
F, TAMKO BUILDING PRODUCTS. CREEKAsphalt Shingles
TECHNICAL SERVICES, LLG
Vintage® Hip & Ridge Basic Wind Speed (V,,,r): Max. 194 mph
Phillipsburg) Basic Wind Speed (Vasa.): 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: 202 and in accordance with FBG requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions..The
direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
exposure
Figure 1
posure
its
F Stener5-1/2"
Figure 2 Figure 3
Figure IS.. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.2 FL1.8355-92 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 Mich this report is valid.
This evaluation report does not express nor implywarranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt.Shingles
TE rINiCAL SERVICES, LLC
LIMITATIONS
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 FB.0 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 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 51''Edition (2014).as evidenced in the referenced documents submitted by the named manufacturer.
2015.12.14
No 74021 13.44.1
see _051001
ASS t STATE Of
P
6.. Zachary R Priest P.E.
R '.r?` Florida Registration. No. 74021
Organization No.ANE9641
f1r.crrn''
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC. does not have, nor well 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 evacuation:
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
TBP15001.2 FL18355-R2 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.
FC I K ED
7 2016
BY -
City of Sanford
Roof Permit Application Checklist
All permit application packages must, be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
41 Building Permit Application completed, signed and notarized. Application must include correct address
t
and complete parcel I.D. number.
Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
AIA A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
1 Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
C I Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant).
These guidelines were compiled to assist the applicant in preparing a roofpermit application and may not be
complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit #:16 — a 914
I,yiri-, o Q_,- hereby acknowledge that I personally inspected
L Roof deck nailing and/or Secondary water barrier work
at A A SCO Y lv4. and have determined that the work
Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
p formanc ier official duty shall constitute a misdemeanor of the second degree pursuant to
Se ion 3 6 F.S.
Signature of Contractor Date
ki - I{ POA LV _
Printed Name of Contractor License #
License Type: eGeneral Building 34 esidential Roofing Contractor
ER or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF 1 o ,
Swoj' torat7 d) and subscribed before me this ' day of 0INQNIlY1Uf , 20 L, byKITl , who is Personally Known to me or has roduced (type of
as identification.
of Notary Public
LINDSEY CONEYBEER
NOTARY PUBLIC
STATE OF FLORIDA
C "w* FF9158M
Fires 9/7J2019
3