304 W 27 St; 304 W 27TH ST- ROOFSEP 1 1 B18
S' FOBUILDINGDIVISION
s
PERMIT APPLICATION
Application No: — S >' "'o
Documented Construction Value: $ 5 , 00 6
Job Address: 0 W 11 t h 5 g e4 Historic District: Yes No
Parcel ID: U 1LD' O' S U 6" 000 D , "'I S SO Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: A e -roo-(-
Plan Review Contact Person: to k w-, Title: P `o e e_+
Phone: J" " $ 5- 6 63 Fax: Email: t h 5 e e l+ ion 5 p, r,„ o P A ro o;
R04 f` GCQ, rt
Name .
Street: ` W
S Property Owner Information
Phone:
City, State Zip: _ ) C "\f pr A' l'
Resident of property? : 0 ` 4 Y-) e
1
Contractor Information
Name J +n C. , cin n e y Phone: Z 3 6 3 Street:
0 LAO N 5?_ m 0 «A Q v CA. City, State
Zip: 0 ( \ ,, r, A o , \ L ) L 9 01 Name: Street:
City,
St,
Zip: Bonding Company:
Address: 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 PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a
separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 2
3
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
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.
1 t, Z
Signattu e of Owne Agent I ate Ym-e.fContractor/Agent Uate
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent iNp— Personally Known to Me or
Nn,v1411e,a D
s
c*
4c
Notary Public State of Florida
Brecca E Beacham
My Commission GG 191813
Signature of Notary -State of Florida Date
Contractor/Agent is 19 Personally Known to Me or
Produced ID Type of ID
AY Put, Notary Public State of Florida
z
1ovnd* Expires 03/04,2022 AK My commission4/222m91813BELOWISFOROFFICEUSEONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
Fire Alarm Permit: Yes []No
WASTE WATER:
BUILDING: fl=-jr
Janney Construction Services, LLC (JCS)
rK
Name: : -4 Date:
Street: j t S City: Gz. r j Zip: 21 %
Email: . j r' y,- , ,`, yam? ? F ` . Cell Phone: YZ,'7 ? S l f 5
Preferred Communication (circle): 'Phone Call CJext Email
Re -Roof Proposal and Contract
We he 'by propose to furnish materials and labor. Work specified for the job location listed above for the contract amount herein. i
1) Tear off_L Layer(s) of existing roofing shingles. Tear off I Layer(s) of underlayment.0 •! r
2)--L Rotted/Damaged wood. First 1190of wood will be credited; $50 per sheet of plywood.
Any fascia or planked roofAlecking will be replaced at an additional $5.00 per LF. *Deck re -nailing included.
3) L__1 Install t Layer(s) of '' ti r '' underlayment nailed to deck using roved -fasteners.
OIC4) C/ : Replace all Lead Boots, kitchen and dryer vents and Re-fla -as needed -Color x
5) Install new Eave Drip around perimeter of roof in (color) T
6) Install new LC4_k vt - , . c CbAoG X
7) Dump Fees, Permit Fees, and property clean up with roofing magnet isIncluded:- -
8) Year Warranty from manufacturer 9) 5-Year Warranty on Workmanship.
10) L Walk through inside x
i
11) Walk through outside" x7`
12)__L Owner acknowledges and agrees that JCS shall not be liable for any damages, defects, claims or
other loss resulting or arising from work performed by JCS when such damages, defects, claims or other
resulting loss involves or relates to water lines, HVAC Fines, or electrical lines that are within 3'/: inches from
z_
the roof deck X
Total Cost.$..../-S. ,£-lP..o Terms:ck. o -
l `3 . S
Roof Repair / Upgrades / Additional Notes
Q_-.4," P" I I-,. J . [. Cti — Total
Repair Cost:$ Terms: Estimator
N'10_ `` Estimator Signature: Re -
Roof Expected Start Date: Initial)
Roof
Repair Property Owner(s): Initial) —/—/_
All agreements are subject to management approval This
proposal shall be considered a bound contract once agreed upon by Property Owner(s), deposit collected, and approved by JCS.. All permits,
taxes, and related fees shall be paid by contractor. All payments shall be promptly paid to contractor according to terms of thiscontract.
Product substitutions of equal quality and warranty may be made depending on availability. Property owner (s) agrees to pay
Grant Malloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018103238 Book:9207 Page:139; (1 PAGES) RCD: 9/11/2018 11:54:44 AM REC FEE $10.
00 Permit Number: Folio/
Parcel ID #: -
2 Prepared by: Janney
Construction Services 0 V,- r,,
4 Veirtv) Return to: 640
N Semoran Blvd Orlando FL 32807 CER,T! 1:
D C0iFl CLCk0l ii`
IL BY FY CLERK
Qate NOTICE OF
COMMENCEMENT
State of Florida,
County of 5e_"-;,,,M. The undersigned hereby
gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description ofproperty (
legal description of the property, and street address if available) S I II 0
LL_T ZP5S -"1 LCi S 4b15 45:1 A -t ,rain 'i[L N1mnC Yr04's S0b6 2. General description of
improvement i5 Re -Roof 3. Owner
information or
Lessee information if the Lessee contracted for the improvement Interest in Property Uwner '
Name and address of
fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor
Name
John
C Janney
Telephone Number 321-385-7663 Address 640 N Semoran
Blvd Orlando, FL 32807 5. Surety (if applicable,
a copy of the payment bond is attached) Name Telephone Number Address
Amount of Bond $
6. Lender Name Telephone
Number Address
7. Persons within
the
State of Florida designated by Owner upon whom notices or other documents may be served as provided
by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address
8. In addition
to
himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §
713.13(1)(b), Florida Statutes. Name Telephone Number Address
9. Expiration date
of
notice of commencement (the expiration date will be 1 year from the 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. C%z5 i'Cr
te T Owner Signature of Owner or
Lessee, or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was
acknowledged before me this day of Gj ' j by Vt} 1n lS M0W7 ea`r name
of person as Owner $, for Janney
Construction Services Type o authority, e.
g., officer, trustee, attorney in fact Name of party on behalf of whom instrument was executed Signature of Notary Public —
State of Florida Personally Known\) OR Produced
ID Type of ID Produced
recc r.c.. cam.
Print, type, or stamp
commissioned name of Notary Public w 9`Y PrW
Notary PublicState of Florida Brecca E Beacham My
commission GG 191813
io, npa Expires 0310412022
9: r r *M + —A-4- n110'
411 e
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: y \.1I'h
an agent of.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
14 The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: to , iq
License Holder Name: 16 V\
State License Number:
Signature of License Holder:
STATE OF FLORIDA
COUNTY OFQ\(
The foregoing instrument was acknowledged before me this day of
200 , by - i -W V\t who is%fbersonally known
to me or o who has produced
identification and who did (did not) take an oath.
Notary Seal)
00,"y u® Notary State of Florida
Brecca E Beacham
MY Commission GG 191813
free nd Expires 03/04/2022
Rev. 08.12)
peoAs1u_' W
Sig' -nature I
Print or type name
Notary Public - State of R,
Commission No. (6 AL—Ul
My Commission Expires:
as
CITY OF
Bull ing & Fire Prevention DivisionNANF,,i JSIDENTIAL RE-R OFPOLICY & PROCEDURES
FIRE DEPARTMENT ;
PERMITTING REQUIRE ENTS — NO PLAN REVIEW REQUIRED
THIS DOCUMENT (SIGNED) ALONG WITH AN ACCURATE AND COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK ARE
REQUIRED TO BE SUBMITTED AS PART OF YOUR PERMIT APPLICATION.
THE SCOPE OF WORK MUST INCLUDE ALL APPLICABLE FLORIDA PRODUCT APPROVAL NUMBERS FOR ALL ROOF
COMPONENTS THAT WILL BE INSTALLED ON THE PROJECT.
ATERMIT WILL NOT BE ISSUED WITHOUT THESE DOCUMENTS. COPIES WILL BE MADE TO POST ON THE JOB SITE.
PROJECTS LOCATED IN THE SANFORD HISTORIC DISTRICT WILL REQUIRE PLAN REVIEW AND APPROVAL BY THE
SANFORD HISTORIC PRESERVATION BOARD
INSPECTION POLICY & PROCEDURES
A FINAL ROOF INSPECTION IS THE ONLY INSPECTION REQUIRED FOR RESIDENTI (SINGLE FAMILY, TOWNHOUSE,
MOBILE HOME, APARTMENT AND/OR CONDOMINIUM) RE -ROOF PERMITS.
THE FOLLOWING IS REQUIRED TO BE PROVIDE ON THE JOB SITE:
PERMIT CARD, POSTED IN A CONSPICUOUS AND WEATHERPROOF LOCATION
COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK/
COMPLETED AND NOTARIZED INSPECTION AFFIDAVIT
ALL FLORIDA PRODUCT APPROVAL AND CORRESPONDING INSTALLATION INSTRUCTIONS
PRODUCT APPROVAL SHALL MATCH WHAT IS
r ,
ON THE SCOPE OF WORK)
1
DIGITAL PHOTOGRAPHS (MUST INCLUDE'THE PERMIT NUMBER OR ADDRESS IN EACH PICTURE)
o EACH PLANE OF THE ROOF, SHOWING THE UNDERLAYMENT INSTALLED
o ROOF DECK NAILING PT/TERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER)
o ROOF DECK NAILS USED (INCLUDING A MEASURING DEVICE OR RULER SHOWING SIZE OF NAILS)
o UNDERLAYMENT PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER)
o DRIP EDGE & VALLEY ATTACHMENT (INCLUDING A MEASURING DEVICE OR RULER)
o SHINGLES INSTALLED, NAIL PATTERN AND LOCATION OF NAILS
SKYLIGHTS (IF APPLICABLE)
o DIGITAL PHOTOGRAPHS SHOWING ALL INSTALLATION COMPONENTS, PER FL PRODUCT APPROVAL
o DIGITAL PHOTOGRAPHS SHOWING ALL REQUIRED FLASHING, PER FL PRODUCT APPROVAL
FAILURE TO FOLLOW TI&SE SPECIFIC GUIDELINES WILL RESULT IN AN AFFIDAVIT PROVIDED BY A FLORIDA DESIGN
PROFESSIONAL (ARCHITECT OR ENGINEER), CERTIFYING FBC CODE COMPLIANCE BY PERSONAL INSPECTION.
i,
CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: DATE:
PERMIT #
EXTERIOR RESEARCH & DESIGN, LLC.
r Certificate ofAuthorization I#9503
TRIN I
353 CHRISTIAN STREET, UNIT#13
ERD OXFORD, CT 06478
203) 262-9245
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 13500.02.17-111
20 Moores Road F121841-R1
Malvern, PA 19355 Date of Issuance: 02/10/2017
610) 651-584710 Revision 1:05/10/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: RoofRunner"' High Performance Synthetic Roofing Underlayment
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on05/10/2017
This does not serve as an electronically signed document. Signed,
sealed hardcopies have. been transmitted to the Product Approval
Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
Trinity]ERDdoes nothave; n6rdoes itintend toacquireorwill it acquire, a financial interest inanycompany manufacturing or
distributing products it evaluates.
2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINI Y ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RoofRunnerTm High Performance Synthetic Roofing Underlayment, as produced by
CertainTeed Corporation, has demonstrated compliance with the intent of following sections of the SO Edition
2014) Florida Building Code through testing in accordance with applicable sections of the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
1507.2.3
3. REFERENCES:
Entity
0,AI(TST9808)
QAI (QUA7628)
4. PRODUCT DESCRIPTION:
Properties
Unrolling, Breaking Strength,
Pliability
Examination
Physical Properties, AC188
Traceability/Inspections
Standard Year
ASTM D226 2006
Reference Date
R13502P-1 11/05/2014
Service Confirmation 02/09/2017
4.1 RoofRunnerTM is a synthetic polymer -based scrim -reinforced underlayment designed for use on roof decks
as a water-resistant layer beneath asphalt roofing shingles. RoofRunnerTM consists of a woven polyolefin
base with a layer of nonwoven polyolefin sheet and a polymer coating on the back side. RoofRunnerTM is
available in rolls 48-inch x 250-ft; nominal unit weight of 2.25 Ibs/square.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory or test report from accredited testing/listing agency for fire ratings of this product.
5.4 RoofRunnerTM may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction
for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 RoofRunnerTm shall not be installed on roof slopes below 2:12.
5.6 Allowable roof covers:
TABLE 1: ROOF COVER OPTIONS
r_ , .
ment___
Asphalt
Nail_On Tile_ OFoamn_Tile__ Metal
Wood Shakes
Slate___ Un_derlay_ Shingles " Shingles
RoofRunnerTM Yes No No No No No
5.7 Exposure Limitations:
CertainTeed recommends primary roofing be installed within 48 hours of underlayment
installation for re -roof applications or within 10-days of underlayment installation for new
construction applications.
Exterior Research and Design, LLC. Evaluation Report 13500.02.17-R3
Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL21841-R1
CertainTeed Corporation Revision 1: 05/10/2017
Page 2 of 3
TRINITY ERD
6. INSTALLATION:
6.1 Roof Runner"" High Performance Synthetic Roofing Underlayment shall be installed in accordance with
CertainTeed Corporation published installation instructions subject to the Limitations set forth in Section 5
herein and the specifics noted below.
6.2 Install in compliance with CertainTeed Corporation published installation instructions and the requirements
for ASTM D226 underlayment in FBC Sections 1507.2.8.
6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application.
6.4 Corrosion resistant fasteners shall be plastic cap nails with minimum 1-inch diameter head. Do not use
staples. Ensure fasteners are installed at 90 degree angle to the deck with flush contact between the
plastic cap or metal cap and the upper surface of the underlayment. Fasteners shall be of sufficient length
to penetrate through the underside of plywood or OSB decks, or minimum 3/-inch embedment into
dimensional lumber / tongue -and -grove wood decks.
6.5 Install a leak barrier of ASTM D1970, such as CertainTeed WinterGuard (FL11288), or equal holding Florida
Statewide Product Approval at vulnerable Leak areas, including but not limited to eaves, valleys, rakes,
skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of RoofRunnerTM
Along the rake, install RoofRunnerym, leaving 6 to 8-inch of the deck exposed, and then install the leak
barrier over the RoofRunnerTm and exposed decking. At other areas, install the leak barrier over the
RoofRunnerTm
6.6 Single Layer; Roof Slope > 4:12:
Starting at the eave, lay printed -side up and fasten at the circular targets printed on the top surface; 15-inch
o.c. vertically and 12-inch o.c. horizontally (parallel to eaves). On vertical side/end laps install 8 fasteners
equally spaced at 6-inch o.c. centered in the lap to hold the underlayment in place. Continue upslope in a
similar manner, maintaining minimum 3-inch wide horizontal and minimum 6-inch wide vertical laps, and
fasten as noted above. Offset vertical end laps from course to course at least 3 feet.
6.7 Double Layer; 2:12 < Roof Slope < 4:12:
Starting at the eave, lay a 25.5-inch wide starter strip, printed -side up and fastened to hold in place. Then
install a full 48-inch wide sheet, printed -side up, over the starter strip and fasten at the circular targets
printed on the top surface; 15-inch o.c. vertically and 12-inch o.c. horizontally (parallel to eaves). On
vertical side/end laps install 8 fasteners equally spaced at 6-inch o.c. centered in the lap to hold the
underlayment in place. Continue upslope in a similar manner, maintaining minimum 25.5-inch wide
horizontal laps (resulting in maximum 22.5-inch exposure) and minimum 12-inch wide vertical laps, and
fasten as noted above. Offset vertical end laps from course to course at least 3 feet. Offset vertical end laps
from course to course at least 3 feet.
6.8 RoofRunner"m may not be used in any exposed application, including but not limited to crickets, exposed
valleys or exposed roof to wall details.
7. BUILDING PERMIT REQUIREMENTS:
As -required-by-the--Building-Official-or-Authority-Having-Jurisdiction-in-order-to-pro perly-evaluate-the-installation-of------ ---
this product.
MANUFACTURING PLANTS:
Dadra, India
9. QUALITY ASSURANCE ENTITY:
Quality Auditing Institute, Ltd. — QUA7628; (604) 527-8378, miansdowne@gai.org
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 13500.02.17-111
Certificate ofAuthorization#9503 FBC NON-HVHZ EVALUATION FL21841-RI
CertainTeed Corporation Revision 1: 05/10/2017
Page 3 of 3
u
ENGINEER EVALUATE TEST
EVALUATION REPORT
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
610) 651-5847
MEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
203) 262-9245
CONSULT CERTIFY
Evaluation Report 3532.09.05-1114
FL5444-R13
Date of issuance:09/22/2005
Revision 14: 01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roof Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1 / R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOJetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 13.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 01/24/2018. This does not serve as an
electronically signed document.
CERTIFICATION.OF_INDEP_ENDENCE:_ -- -
1. NEMOJetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEW I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity.involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
NNEMO j etc.
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 6`h Edition
2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entity Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 05NK14836 05/22/2005
UL (TST 1740) ASTM D3161 05NK22800 06/22/2005
UL (TST 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 05NK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 10CA41303 10/07/2010
UL (TST 1740) ASTM D3161 10CA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014
ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL
LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL-
LLC-(TST-9628)--ASTM-D3161 D3462 4787195678------------- 02/09/2016---- - UL
LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (
TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (
TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (
TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (
TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 ULLLC (TST
9628) ASTM D3161 & D3462 4788042412 11/15/2017 UL LLC (QUA
9625) Quality Control Service Confirmation Exp. 03/09/2020 NEMO ETC, LLC
Evaluation Report 3532.09.05-1114 Certificate of Authorization #
32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof
Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 2 of
13
ONEMOletc.
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 CT20TM, XTTM 25, XTTM 30 and XTTM 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Arcadia TM, Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark TM,
LandmarkTM IR, LandmarkTM Pro, LandmarkTM Premium, LandmarkTM TL, Landmark TM Solaris and
LandmarkTM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.1.4 Presidential ShakeTM, Presidential ShakeTM IR, Presidential Shake TLTM and Presidential SolarisTM are
fiberglass reinforced, architectural asphalt roof shingles.
4.1.5 HatterasTM, Highland SlateTM and Highland SlateTM IR are fiberglass reinforced, 47tab asphalt roof shingles.
4.1.6 PatriotTM is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.2 Hip & Ridge Shingles:
4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge TM, Shadow Ridge TM, Cedar CrestTM, Cedar
CrestTM IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.3 Accessory Starter Strips:
4.3.1 SwiftStart® Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4"
yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle.
4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOJetc. nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM
D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones
UP to Vasd = 150 mph (Vuit = 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate
Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM
D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 _
adhesive or Henkel PL® Polyurefhin6i Roof & Flashing Sealant, applied as specified in manufacturer's
application instructions, for use in wind zones up to Vasd = 150 mph (Valt = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 SwiftStart® Starter Shingle has been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6
for installation requirements to meet this wind rating.
5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
NEMO ETC, LLC Evaluation Report 3532.09.05-1134
Certificate ofAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 3 of 13
ONEM01. etc.
5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated
uplift force (FT) at a maximum design wind speed of Vasa = 150 mph (V,,,t = 194 mph) for residential
buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean
roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these
conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local
jurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published
instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions.
Fastening: Use four nails, located as shown below
I38-3/44 (984 mm)
Max 3'
76 mm)
1" (25 mm) from edge 1" (25 mm) from edge —+-
0 0 0 0
The inner two fasteners must be placed such that they fall at least 3' (76 mm) from
the end jointsvof the shingle in the succeeding course_—J— i - - —
t
7-5/8'
194 mm)
d
NEMO ETC, LLC Evaluation Report3532.09.05-R14
Certificate ofAuthorizotion #32455 61" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 4 of 13
6.5.1
6.5.1.1
LOW AND STANDARD SLOPE
ENGLISH 12" 12" 12"
305 mm)(305 mm)— (305 mm)--
td min — lant 1" (25 rem)
5 5/e" (145 mm5i12"ioi Norµo
Plant T
METRIC
T
h., 13Ve 151/e" — 13Ve" —
1"(f mm) Sealant 1"(25mm}{
1 ----- :--t 1
6 t18„
T
Figure Il3: Usefour nails for every fill sbingle.
ONEMOjetc.
STEEP SLOPE
Use four nails and sit spots of asphalt roofing cement* for every full
shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586
Type II is suggested.
4R,.fing Cement
Apply 1" (25 mm) spots of asphalt roofing cement
under each tab corner.
Figure 11-4: Usojour nails and siv spots ofasphaltcenient on steep slopes.
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
Hip & Ridge for CT20TM, XTTm 25, Xrm 30, XTIm 30 IR: Cut Shingles
25 mm)
I)I— 2'(50mm) t,
Remove
nip
Ti— — — — —
tCap
Cap3m} Shingle
Shingle Figure
11-24. Cut tabs, then trim back to naake cap sbingles Finglisb
dimensions shown). 512' (
305 -_ 125 rem)
55 m
shoo
p an l IZtotNoHoFigure11-
25: Installation of caps alongthe hips and ridges. For ASTM
D3161, Class F performance use BASF "Sonolastic® NP1T°"" adhesive or Henkel "PLO Polyurethane Roof &
Flashing Sealant", in accordance with CertainTeed requirements. LOW AND
STANDARD SLOPE STEEP SLOPE Use SIX
nails for every full shingle located as shown beloa.-. Nail Lira
Ptail Nail
Line
1' (25
mm) t' o rem) _ Use SIX
nails and FOUR spoL; of asphalt roofing cement for every full shingle as
shorn below. Apply asphalt roofing cement I"(25 not) from edge
of shingle. Asphalt roofing cement meeting .kMI D 4586 Type II
is str,-ested. V (25
mm) ]'{25 mot -- Figure :. - f
se sixnails for eveii' frill shingle. t2,, ,, Fignro .3:
Qse six nails and firm s/rots a(asphalt roofing cement
on steep slopes. NEMO ETC,
LLC Evaluation Report 3532.09.05-11114 Certificate of
Authorization #324556T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt
Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 5
of 13
O'NEM01'etc.
6.6.1 Hip & Ridge for Arcadia'": Cedar CreStTM, Cedar CrestTM IR
Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum
inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.
For ASTM D3161, Class F performance use BASF "Sonolastic® NP1Tm" adhesive or Henkel "PL11
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal
Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the
top piece and extending approximately 4-inch along the sides of the headlap along a line 3/ to 1-inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab
sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or
PL adhesive between the shingle layers.
12"
203rr,m) (305 mm)
90sure
Lgmm
Low and Standard Slope
2:12 to 21:12):
Use FIVE nails for every full Belmont shingle,
located as shown below.
o Affl ot;lrrd is d r>.quired.
Hand -sealing adhesive
4"
114" •—
3/4" — I-
1"
Dab of asphalt
cement between 1" shingle layers
Steep Slope (greater than 21:12):
Use SEVEN nails and EIGHT spots of
asphalt roofing cement" for every full
Belmont shingle. Apply asphalt roofing
cement 1" (25mm) from edge of shingle.
See below. Asphalt roofing cement meeting
ASTM D4586 Type II is suggested.
w b;3
1'(25r,l) 1'(25m.)—'I -w—
nil
L E, t
8sia*
220 wi; Loo I .
NEMO ETC, LLC Evaluation Report 3532.09.05-1134
CertificateoJAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 6 of 13
ONEMO I etc.
6.7.1 Hip & Ridge for Belmont® or Belmont® IR:
6.7.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'"' or Cedar CrestTM IR hip and ridge
shingles. For Belmont° IR, refer to instructions herein for Cedar CrestTM IR hip and ridge shingles.
6.7.1.2 Option 2: For Belmont®: Shangle® Ridge
Figure 17-18: Shangle' Ridge.
18, Exposure Remove tape
from the right side
81 and fasten
SECOND
Fasten the ,
left side 85/8' RIGHT
FIRST I LEFT
Figure 17-19: Installation ofSbanglem Ridge shingles
on hips and ridges.
6.7.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP1T" ' adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
lOW AND
STEEP SLOPE
STANDARD SLOPE
Use live nails for even full Shangle.
51s
16 mm) IF01014pol. 0rlgmrr
17-.. Use filmnails for erYrqfall Grand :tfmror Slunrgle, Carriage !louse
Sbangle, or Cenlennial Slate. Useseen
nails and three spots of asphalt roofing cement for every full Grand
Manor Shangle. Use five nails and three spots of asphalt roofing cement
for even full Carriage House Shangle and Centennial Slate. Apply
asphalt roofing cement 1" (25 mm) from edge of shingle Figure 17-
5). Asphalt roofing cement meeting 4STb1 D4.5861' jie It is suggested.
38 mm)
or less
25.) 58 /
8"
22omm)
rigure 17.
5: When installing Grand:tlaner S&inglar on steep slopes, use seven
nails and ibme spols q/arpbrdt roofing cement. 6.8.
1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge
hip and ridge shingles NEMO ETC,
LLC Evaluation Report 3532.09.05-1114 Certificate of
Authorization #31455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt
Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 7
of 13
ONEMO etc.
LOW AND STANDARD SLOPE LANDMARK TL
METRIC DIMENSIONS
131/2" 13" 1
343 mm)--»-(330 mm)- •+-(34343 mm)--j
12" 143/4" 12" 1 -1"(25 mm) 1" (25 mm)--I305mm)--+(375 mm)- —(305 mm)-j
Ci^;:?R'•sv.M:j"i;`.''.<=;'.:.? i?.:3:n::f."'..!r.>:<W::t?T :. ±YI::P.iJ:S`.:L'3'r
I-'-1" (25mm) Release Tape 1" (25 mm)-"I f
1112"
NailableT .
Area Figure i_;• 1: Usefour nails for emqfall sbiugle.
NorthGate:
AIDE
NNL14G 12" 14 3t4' 12'
AREA 1— mm)-+-I-+— (375 mm) (305 mm} -)
Naiing Ufnsz
1' (25 mm)
Uppet nal lne 1" (25 mm}-. .-
Lower na4lne
1 { }
NaIng areas fot lowand standard slopes from 2:12 to 21:12)
14al between upper d bier ln?s as shown above.
STEEP SLOPE
Use six nails and four spots of asphalt roofing cement for every full
laminated shingle. See below. Asphalt roofing cement should meet
AST11 D458611rpe 11. Apply L" spots. of asphadt.roofing cement unde
each corner and at about 12" to 13" in from each edge.
METRIC DIMENSIONS
12" 143/4" 12"—
305 mm) 375 mm) 305 mm)
l:
1"(25 mm) 1"(25 mm)-I
Nail Area ,}
ReleaseTape
For SteepT
25 mm)
Roofing Cement
LANDMARK TL
13112' 13 131/2'
343 mm) (330 mm) (343 mm)
1 125 mm) 1 "(25 mm)-
I I
25mm)---- (25 mm)
Rocling Cement
Figure 13 j: Use six natls andfour spots of
1 " asphalt roofing cement on steep slopes
25 mm;
NEMO ETC, LLC Evaluation Report 3532.09.05-R14
Certificate ofAuthorization N32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13
CertainTeed Asphalt RoofShingles; (610) 651-5847 Revision 14: 01/24/2018
Page 8 of 13
STEEP
SLOPE
NAILING
NorthGate:
12" 14314" 12"
5 mm)—I—(375 mmi—"1—(305IT
1'(25 mm) 1"(25 mm)--•-
Nailing areas for steep slopes (greater than 21:12)
and "Storm -Nailing"
Nail between lower 2 nail lines as shown above.
ONEMOjetc.
6.9.1 Hip & Ridge for Landmark'"" Landmark TM IR Landmark'"' Pro, Landmark TM Premium, Landmark'' TL,
Landmark TM Solaris, Landmark•"' Solaris IR, NorthGate:
6.9.1.1 Option 1: Shadow Ridge TM or NothGate Accessory
12'
305mm)
6' i 6'
150mm) (150mm)
1
Notch for
Centering
12" \ !
305mm) Notches for Alignment to
the Top Edge ofthe Previous 7
Cap for5' (125mm) Exposure (1800
I{
English Dimension —
Shadow Ridge-
9 27,132'
250 mrn)
4'15116'1125nIv
Centati/ g Notch
13114' J,{ 337 trm) Align these / I
notches 10 top 7 Mredgeoflflu —
NorthGate Ridge
97/9'
250mm)
415/16" 415/16'
125mm) I (125mm)
t
Notch for
Centering
131/4" \ f337mm) Notches for Alignment to
Lthe Top Edge of the Previous
Captor 55/8'(141mm) Exposure
NEMO ETC, LLC
Certificate of Authorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION
CertainTeed Asphalt Roof Shingles; (610) 651-5847
Metric Dimension
Shadow Ridge'"'
75/8"
196mm)
13 1 /8"
I-.--(333 mm)—=
6 5/8-I +-6 5/8"-
I (168 mm) 168 mm
Centering
Notch%
Align these/ _7'5/ )
mmnotchestotop
edge of (19I
NorthGate Accessory
Evaluation Report 3532.09.05-1114
FL5444-R13
Revision 14: 01/24/2018
Page 9 of 13
O'NEMO etc.
3o nm) --I
Laying Notch
I
I I125mm) I I I I--
c
Figure 13-20: Use laying notches to center sbingkv on hips and
ridges, and to locale the cornett aiposuree
6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar CrestT1 IR hip and ridge shingles.
LOW AND STANDARD SLOPE:
For low and standard slopes, use five nails for each full Presidential
shingle as shown below.
Nailing r 40" -
Guide lines (1016 mm)
133tmm)
14 114"
L 1 1/2' 38 mm) (362 mm)
NOTE: Apply nails on painted guideline.
Figure 16-6FasteningPresirlentiat and Aesukntial TL Shake
shingles on lowandstandard slopes.
STEEP SLOPE:
For steep slopes, use nine nails for each full Presidential shingle and
apply 1' diameter spots of asphalt roofing cement under each shingle tab.
After applying 5 nails in between the nailing guide lines, apply 4 halls 1'
above tab cutouts maidng certain tabs of overlying shingle cover nalls.
1
I
1' diameter asphalt roofing cement
Figure 16-7.• Fastening Presidential and Presirlenhal T/L Shake
shingles on steep slopes.
6.10.1 Hip & Ridge for Presidential Shaker"", Presidential Shake TM IR, Presidential Shake TUm, Presidential
SolarisTM:
6.10.1.1 Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidential accessory shingles can be used for covering hips and
ridges.—Apply"shingl"esup totheridge (expose no moiethan?" ffift— — — - - -- - -
the bottom edge of the "tooth." Fasten each accessory with two fas-
teners. The fasteners must be 13/4" long or longer, so they penetrate
either 3/4" into the deck or completely through the deck. Presidential
accessory comes in two different sizes: Accessory produced in .
Birmingham, AL is 12" x 12"; Portland, OR produces 97/s" x 131/4"
accessory.
6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
NEMO ETC, LLC Evaluation Report 3532.09.05-R14
Certificate ofAuthoriration #32455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 10 of 13
ONEMOjetc.
6.10.1.3 Option 2: Refer to instructions herein for Cedar Crest"11, Cedar Crest"' IR hip and ridge shingles.
LOW,, STAN—DAARRD-AND STEEP SLOPE:
rI(230 ram) i (230 mm) (230 n
Figure 15•;f: loslenbtg!lnNoras Shingles on
Lott! anti Standard Slopes
for lots and standard slopes, use fire nails for each fill
IhUtelnc shingle as shown above.
6.11.1 Hip & Ridge for HatteraSTM:
6.11.1.1 Option 1: Accessory for Hatteras
Figure 15-14: 18 three-piece units separate to mike
54 Hatteras Accessory shingles
6.11.1.2 Option 2: Cut Hatteras Shingles
9''
230 mm} I
I I
I I
I I
16"
460mm)
Shingle I I Shingle Jf Shingle 11 Shingle
lygnre 1.5-1. hastening llaueras Shingles on SleepMOM
For steep slopes. tnc fire nuts and eight spots of osptudi roofing
ceroem for each foli Hatteras shingle as shm n alme. Apply I' 25mm)
diameter spots of roofing cement (ASTM D 4586lype 11 suggested)
under each ob ropier. Press shingle into pbce; do not espose
cement. CAUTION:
Too much roofing content can muse shingles to blister. Pastier
18r' (
460l`1M)'' gosh 203
mm) tv)
ao mml Figure
I5-20: Cut Hatteras shingles to make cover cap. Figure 15-21. Installation of caps along hips and ridges 6.
11.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof &
Flashing Sealant", in accordance with CertainTeed requirements. NEMO
ETC, LLC Certificate
of Authorization1132455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Evaluation
Report 3532.09.05-1114 FL5444-
R13 Revision
14: 01/24/2018 Page
11 of 13 1"
6.12.1
6.13.1
7. LABELING:
7.1
7.2
ONEMOjetc.
LOW AND STANDARD SLOPE: STEEP SLOPE:
6,_ _ y,_ 9, 9, Use FIVE nails and EIGHT spots of asphalt roofing cement' for each
ae>om full Highland Slate shingle. For Miami -Dade, SIX nails are required.
Apply I' diameter spots of asphalt roofing cement under each tab
corner. ksphalt roofing cement meeting MIM D4586 Type ff is svgggested.
MiarniDade raGuves
SlXnas(Monails 1•(2imm)
inslslledovercenter —a i,e—
abutasshavn). Mami.Dads rrgdm
SIX ails (tvo na4
inda0etl over o•+lar
tautas bha•M}
Figure II-3: Use. HTX napsforecerp Higbland Slate shingle
Figure 113.1: Ilse ME nails and eigbt spots ofasphalt
roofing cent under eae b tab corner.
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
Hip & Ridee for Hiehland Slate TM, Hiehland SlateTM IR: Refer to instructions herein for Cedar Crest*"', Cedar
CrestTM IR or Shangle RidgeTMhip and ridge shingles. LOW
AND STANDARD SLOPE Use .
FOI R nails for every fiill shingle located as shown belo%v. Sealant
i _
6-
1i9' _ ' t' (25 mm) Loj
j ', (
25 mn} fm n}
it tImo-- 13
UTs' +{•- 13.1,'3' -•- i?•'t,•?' - i3i?t-^
j iSi::.} t-'y3rrni STEEPSLOPE
Use FOUR
nails :Ind four spots of :tphalt roofing cement for every full shingle as
shown below. ;%sph:dt roofing cement meeting AgrM D4586 Type l
l issuggested. Apply I ° (25 mni) spois of asphalt rooting cement as
shown. CAUTION: Excessive
use of roofing cement can anise shingles to blister. yRaollnpCemeni gym:.) --
I—
G>aisi) I.r-1-IV1Hip & Ridge
for PatriotTM: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR, Shadow Ridge TM, NorthGateor
Shangle RidgeTM hip and ridge shingles. Each unit
shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality
Assurance Agency noted herein. Asphalt shingle
wrappers shall indicate compliance with one of the required classifications detailed in FBC Table NEMO ETC,
LLC Evaluation Report 3532.09.05-1114 Certificate of
Authorization #324556T" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R13 CertainTeed Asphalt
Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 12
of 13
ONEMOjetc.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this
product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 3532.09.05-1134
Certificate ofAuthorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1113
CertainTeed Asphalt RoofShingles; (610) 651-5847 Revision 14: 01/24/2018
Page 13 of 13
SCPA Parcel View: 01-20-30-506-0000-4530 Page 1 of 2
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Parcel Information
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Property Record Card
Parcel: 01-20-30-506-0000-4530
Property Address: 304 W 27TH ST SANFORD, FL 32771-f
Parcel 01 -20-30-506-0000-4530
Owner(s) CHURCH MARANATHA PENTECOSTAL INC
Property Address 304 W 27TH ST SANFORD, FL 32771-f
Mailing 304 W 27TH ST SANFORD, FL 32773-5126
Subdivision Name WOODRUFFS SUBD FRANK L
Tax District
DOR Use Code
S1-SANFORD
71-CHURCHES
Exemptions 36-CHURCH/RELIGIOUS(2007)
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1 Hssessea vawe I W21,642 1$302,706
Tax Amount without SOH: $0.00
2017 Tax Bill Amount $0.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
http://parceldetail. scpafl.org/ParcelDetailInfo.aspx?PID=01203050600004530 9/ 17/2018
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UNTHomPSON ENGINEERING G ROUP INC
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November 13`d, 2018 —'
Property: 304 W 271h Street
Sanford, FL 32773
Re: Final Inspection -Roof material and Dry -In inspection
Dear Building Official,
I Michael Thompson of Thompson Engineering Group (PE47509), certify that prior to dry -in the roof
deck plywood was secured with 10d nails at 6" on center in the edge and 12" in the field for the
residential house pursuant to the FBC 2017 (6' Edition) along with the existing drip edge secured with
1 Od nails at 4" on center.
For these reasons no further dry -in corrective action is required for the roof dry -in located at the above
referenced address.
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Should you have any questions, please feel free to contact me at 407-721-2292.
Thompson Engineering Group (TEG)
Michael Thompson, MSc, PE
Engineer
4401 Vineland Road, Suite A6, Orlando, FL 32811. (P) 407-734-1450 (F) 407-734-1790
www.tegfl.com