HomeMy WebLinkAbout104 Madden AveRECEIV
DEC 1 2016 CITY OF SANFORD
BUILDING & FIRE PREVENTION
t�
BY PERMIT APPLICATION
Application No: • .3 5
Documented Construction Value: $ -30000
Job Address: 104 madden Ave, SCItfid f L 3A 13 Historic District: Yes ❑ No [r
Parcel ID: IZ' ZO- 30 - S1 I - QQLQ - Residential ['Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: Rof)� rQ,,QIGAcemen±1-Q-f-DC1F
Plan Review Contact Person:
Title:
Phone:
Fax: Email:
Property Owner Information
Name Ftdlrortafl V1 V10
n Phone:
Street: I DL4 tODIdt a A\iP-_
Resident of property?
City, State Zip: Serrdud
EL 3 ---2-)
Contractor Information
Name CIO fArICLICInd
Inc. Phone: :38(0-02M 529:1
Street: 55.5 IJ) .%rajoQda.
&A 6-9 Fax:
City, State Zip: OrMOM
lbeacJ3 FL 32 q State License No.:
Arch itecVEng 1 neer Information
Name:
Phone:
Street:
Fax:
City, St, Zip:
E-mail:
Bonding Company:
Mortgage Lender:
Address:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -Slate of Florida Date
Owner/Agent is Personally Known to Me or
Produced 1D Type of 1D
I a IZ-4
rgnature of Contractor/Agent I Date
12_"t,rd 41:-'
Print Contractor/Agent's Name
SignatureDate
KERRY MCINTYRE
MY COMMISSION A FF212303
EXPIRES March 22.2019
P NvMn cam
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
Revised: lune 30, 2015 Permit Application
12/1/2016
SCPA Parcel View: 12 -20 -30.511 -DODO -0760
Property Record Card
Parcel- 12-20-30.511.0000.0750
�R Owner: EDDINGTON VIVIAN L
'lf.MNOII fn�X1Y,ILnr.W Property Address: 104 MADDEN AVE SANFORD, FL 32773
Parcel Information Value Summary
Parcel 12-20-30511-0000-0760 2017 Working 2016 Certllled
Owner EDDINGTON VIVIAN L Values Values
0
N
i
• t"
7 �
N
Z
1
Seminole County GIS
IL -
Legal Description
Valuation Method
Cost/Market
Cost/Market
Property Address
104 MADDEN AVE SANFORD, FL 32773
PS 46 PGS 16 8 17
Number of Buildings
1
1
Mailing
104 MADDEN AVE SANFORD, FL 32773-7333
City Sanford
SJWM(Salnt Johns Water Management)
Depredated Bldg Value
$63,541
$61,051
Subdivision Name
tdONROE MEACO'/`!S
County General Fund
Schools
Depredated EXFT Value
Sales
Tax District
St-SANFORD
Page
WARRANTY DEED
158-1
Land Value (Market)
$18,000
$18,000
DOR Use Code
01 -SINGLE FAMILY
Land Value Ag
Exemptions
00-HOMESTEAD(1996)
JusL?.tarket value "
$81,541
$79,051
0
N
i
• t"
7 �
N
Z
1
Seminole County GIS
IL -
Legal Description
LOT 76
MONROE MEADOWS
PS 46 PGS 16 8 17
Taxes
Taxing Authority
City Sanford
SJWM(Salnt Johns Water Management)
County Bonds
County General Fund
Schools
Sales
Description
Page
WARRANTY DEED
158-1
Date
7/1/1985
Book
0295a
Assessment Value
Portability Adj
Save Our Homes Adj $12,347 $10,338
Amendment 1 Adj
PSG Adj $0 $0
Assessed Value $69,194 $68,713
Tax Amount without SOH: $771.27
2016 Tax Bill Amount $642,56
Tax Estimator
Save Our Homes Savings: $128.71
Does NOT INCLUDE Non Ad Valorem Assessments
Exempt Values
$69,194 $44,194
$69,194 $44,184
$69,194 $44,194
$69,194 $44,194
$69,184 $25,000
Amount Qualified
$69,700 Yes
Land
Method Frontage Depth Units Units Price
LOT 0.00 0.00 1
Building Information
Is Bed/Bath count incorrect) Click Here.
# Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall
Actual/Effective
1 SINGLE 1995 6 3 Z-0 1,076 1,444 1,076 CONC
FAMILY BLOCK
hltp://parceideW I scW.arglParcel Detai I Info.aspx7PID=12203051100000760
Taxable Value
Land Value
$18,000.00
Vadimp
Improved
$25,000
$25,000
$25,000
$25,000
$44,194
$18,000
Adj Value Rapt Value Appendages
$63,541 $69,444 Description Area
GARAGE
1/2
CW Strickland, Inc
555 W. Granda Blvd G-9
Ormond Beach, FL 32174
Bill To:
Vivian Eddington
104 Madden Ave
Sanford, FL 32773
Contract
Date
Invoice #
11/2/2016
395
I Service Address: I
104 Madden Ave
Sanford, FL 32773
Item
Description
Unit Price
Quantity
Amount
Labor
Remove and replace old shingle with 30 year dimensional shingles
3.000.00
1
3,000.00
Thank you for your business.
Total $3,000.00
Payments/Credits $0.00
Balance Due $3,000.00
N THIS INST OMEN PREPARED BY:
Name
Address:
NOTICE OF COMMENCEMENT
Permit Number:
ParcellDNumber:�—Zo aJ�"'S��—�(� •(S%lQC^j
!litltl !lilt lull 1111111111 VIII 1111 Iltt
i`ir•1RYP1 NE NORSE? SE MINOLE COUNTY
Q.; NK OF CIRCUIT COURT 1, COMPTROLLER
SK 3316 Ps 514 (1P9s)
CLERK'S T 2016124936
RECORDED 12/02/2016 12!49:09 P11
SLCoRDING FEES sir .ori
RECORDED BY hd,••.,)i•e
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 ofCommencement.
1. DESCRIPTION OF PROPERTY: (Legal Description o�the property an_d street address if available)
Imr r/ /�Tf�r%MWiaToMb _IIAISI_0Z�I
2. GJENERAL DESCRIPTION OF IMPROVEMENT:
3. OWNER INFORMATION OR
Name and address:
TION IF THE LESSEE
40
Interest in property: CA, -A efe v
Fee Simple Title Holder (if other than owner listed above) Name:
4. CONTRACTOR:
Address:
FOR THE IMPROVEMENT:
[11M,71 �ielalFi�i
5. SURETY (If applicable, a copy of the payment bond is attached): Name:
Address: Amount of Bond:
6. LENDER: Name: Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be se 1W �o ed b ' erition • ,
713.13(1)(a)7., Florida Statutes. K( P y� ;.
Name: Phone Numbgt" ` ✓Cr*"
8. In addition, Owner designates of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. _!0
9. Expiration Date of Notice of Commencement (The expiration 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.
V1.Af jd11A1qjoW
(Signature of Ownd or Lessee. a Leaeo'a (Print Name and Pro Ids SipatWoriitialO1rke)
/WlhgizodpiriCerlpiretlorro anger)
State of F I o rl d a- County of 0 kSl 0—
The foregoing Instrument was acknowledged before me this 3OT+""' day of N overs io&- , 20
Who is personally known to me O OR
who has produced identification O type of identification produced: FL L
MECCASMITH
MY. COMMISSION 0 FF 969994
EXPIRES: Menti io, 2020 Notary Signature
• „pi a A`'taanded Thm Wotary Ptbio UnWdviMtan
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: Ld1(5-ZA
/
I hereby name and appoint:�Om Sedk
an agent of GjjW<c1�c1Q /1-0147L'? G
(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):
,J The specific pen -nit and application lication for work located at:
P P
la � `LIadJPi, �P Scn.r.-�r-d
(Street Address)
Expiration Date for This Limited Power of Attorney: ����//�
License Holder Name: rc-4u,41
State License Number: CGc o'jY
Signature of License Holder:
STATE OF FLORIPA
COUNTY OF
The foregoing instrument was acknowledged before me this Lf day of lalc ,
200_&t_, by MVA tj Mli-m-t+� who is ersonally known
to me or o who has produced as
identification and who did (did not) take an oath.
Signature
4cerry wk�r�rY�
KERRY MCINTYRE Print or type name
MY COMMISSION p FF212303
?or:s EXPIRES March 22. 2019 Notary Public - State of FiorlyR
�aoi�tyn{I:�:: Ftrsnwmoysornr,:;on•
Commission No. Z o
My Commission Expires: -3/,>-2
%f
(Rev. 08.12)
lww` City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address fd 41 A?adrin lqGC 5' n—22S4
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildina.om.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product Florida Approval #
Description include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awnin
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory
Manufacturer
Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
1-eeC>
G a rAcsx
52Yq4r,�
Underla ments
r.0
-kin tjmoi- c t,16
l S
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofinq slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product Florida Approval #
Description include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
T. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Xc4cmd f? ur
(Please Print)
June 2014
QOTFuNITYIERD
EVALUATION REPORT
CertainTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 3S32.09.0S-R10
FL5444-R9
Date of Issuance: 09/22/2005
Revision 10: 02/16/2016
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 underthe Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 5'h Edition (2014) Florida Building Code sections noted herein.
DEstmPTiow CertainTeed Asphalt Roofing Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1.
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. 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 "Trinity IERD 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 12.
Prepared by.-
Robert
y:Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearl%was authorized by Robert Nlembrcn,
P.E. on 6I/16/2016. This does not serve as an electronkany sw"
document. Sip ed, sealed hardmples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD 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. Trinity I 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.
S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in anyway, 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.
VTRINIIYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated
compliance with the following sections of the Florida Building Code and 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
Standar d
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2009
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161, Class F
2009
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158, Class H
2008
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 D3162
03NK29947
10/03/2003
UL (TST 1740)
ASTM D3162
04CA11329
05/24/2004
UL (TST 1740)
ASTM D3161
04CA32986
12/03/2004
UL (TST 1740)
ASTM D3161
OSNK07049
04/15/2005
UL (TST 1740)
ASTM D3161
OSNK16778
05/12/2005
UL (TST 1740)
ASTM D3161
OSCA16778
05/12/2005
UL (TST 1740)
ASTM D3161
OSNK14836
05/22/2005
UL (TST 1740)
ASTM D3161
OSNK22800
06/22/2005
UL (TST 1740)
ASTM D3462
R684
09/21/2005
UL (TST 1740)
ASTM D7158
OSNK08037
06/28/2006
UL(TST 1740)
ASTM D3162 & 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
IOCA41303
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 D7258
TGAH.11684
04/22/2014
UL LLC (TST 9628)
ASTM D3161 & D3462
4786334434
09/16/2014
UL LLC (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 (QUA 9625)
Quality Control
Service Confirmation
Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
4.1 CT20"0, XT" 25, XT'" 30 and XT"' 301R are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.2 Carriage House Shangle*, Centennial Slate'", Grand Manor Shangle®, Landmark"', Landmark"' IR,
LandmarkTM Pro, LandmarkT" Premium, Landmark"I TL, Landmark'" Solaris and Landmark"' Solaris IR are
fiberglass reinforced, laminated asphalt roof shingles.
4.3 NorthGate'm is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1110
&MPCNc of Au"drodon #9503 FL5444-R9
Revision 10: 02/16/2016
Page 2 of 12
"IN
NTINITYIERD
4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV" and Presidential Solaris'" are fiberglass
reinforced, architectural asphalt roof shingles.
4.5 Hatteras'", Highland Slate"" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles.
4.6 Patriot" 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.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'u, Cedar Crest"', Cedar
Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 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 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.
5.2 This Evaluation Report is not for use in the HVHZ
53 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 V w = 150 mph (V„ x = 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' Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
instructions, for use in wind zones up to Vw =150 mph (V„ it = 194 mph).
5.4.3 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.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt roofing 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 V.,d = 150 mph (V„n = 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 the Florida Building
Code and F.A.C. 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.
Exterior Research and Design, U.C. Evaluation Report 3532.09.O5 -Rio
CeriftweofAuUModwtion09503 FL5444-R9
Revision 10: 02/16/2016
Page 3 of 12
6.2.1
6.2.2
6.3
6.3.1
QOTRINITYIERD
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.
Installation of asphalt shingles shall comply with the manufacturer's 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.
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.
Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.
CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1510 and CertainTeed published installation instructions.
CT20'. XT" 25, XTM" 30, XT"' 30 IR:
LOIN AND STANDARD SLOPE
ENGLISH 12" 12" 12'
1"(3mm) � Sealaril 1"(25mm)-�j
5 s/e" (145 mm) _
5 t/T fol Nornaod
MMK 131/e" 131/e" 13lX,
1"(2J mm) —Sealant 1(2.=mn)-�
61A..
T
Rgam-113. Unfow nous jr eNery fiou sbl *.
6.3.1.1 Hip & Ridge: Cut Shingles
(25 ttrit}rl I M—Shiapgle
� 2" (50 mm) Remove_,_
iCap305mm).
Shingle1
Mo me 11-24: 00.1abis, then fres barb to make cap sbingfas
(BngJ(sb dbaemlom sborcn).
STEEP SLOPE
Use four nabs and six spots of asphalt roofing cementefor'erery'full
shingle (Figaro I t-4). Asphalt fooling cement meeting ASPM D4586
Ve 11 is suggested.
Mm' -so
iWiMUNJ
Apply V (25 mm)'spots W asphalt iooling Cement
under each lab comer.
Flgarti ll -4: Utefo- "Mr andser spoa ofusph uqmertron s►erpsfopr:,c
OQMON: Eacesslce use of roofing cement can cause shingles
to blister.
5,12^
(125 mm) stca��
6Mir sb 1
Hgaro 11.25: /nszaWg rr of taps atoeg rte Ups and Md -
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof &
Flashing Sealant, in accordance with manufacturer's instructions.
Exterior Research and.Design, I.I.C.
&rt j70M of Aurhortrotlon 09M
Evaluation Report 3532.09.05-810
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Revision 10: 02/16/2016
Page 4 of 22
6.3.2
6.3.2.1
V TOP" INITYIERD
Carriage House Shangle°. Centennial Slate"' and Grand Manor Shanitle•:
LOW AND STEEP SLOPE
STANDARD SLOPE
Use Ove nails for every full Shangle.
}_ i•-(� nm1 I 125 nm1
5Ig 8518"
(16tttm) D—)
irgure !7-I.• Uasflrs nullr for asryfidl GranddlanorSbrm�
Garrlrrge /►otter Sburtglo, or Gon►snnlalSlale
Hip & Ridge: Shangle• Ridge
Figure 17-J& Sbangk" Ridge.
Use seven nails and three spots of asphalt roofing cement for curry
full Grand Manor Shangle. list nye nalb and thn.�c spots of asphalt
roofing cement for every full Carriage House Shangle and Ccotenoial
Slee. Apply asphah roofing cement r' (25 mm) from edge of shingle
(F(gtrro 175). Asphalt roofing cement mixslag ASTM D4586'ype H
b suggeaed.
tT�
(25 mm)
Apre 17-5. @!an fnvalfng Grand. fonorSbnngler on mV stolen
Cue so"* nails and fb W #*a ofa*W roofing faaHnt
18' Exposure Remove tape
from the right side
g'and fasten
SECOND
Fasten theme .�
left side 85 J8, RIGHT
FIRST /
LEFT
Figure 17-19: Inslallaflon of SlaonW Ridge skingles
on Ups and ridges
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL* Polyurethane Roof &
Flashing Sealant in accordance with manufacturer's instructions.
Exterior Research and.Design, LLC. Evaluation Report 3S32.09.OS-R10
Certb7mte of Authorlrotdon 09503 Fl.S444-R9
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��TaINITYJERD
6.3.3 LandmarkT", Landmark"' IR, Landmark," Pro (formerly Landmark," Plus). Landmark"' Premium.
Landmark," TL, Landmark," Solaris, Landmark," Solarls IR, NorthGate:
lOW AND STANDARD SLOPE
METRIC DIMENSIONS
117' 143/4" 17'
x(305 mm) f (375 mm}-► (305 mm)---]
wiaaorsamMaw oaora�r �ew,.r+m.a�.-�►is
(25 mm) Releaser Tape 1" (25 mm) I
1th .
Nailable -
'Atea
LANDMARK TL
.1311Y" 13 13'12"
1+-(343 mm)-� �-(330 mm)—I--(343 mm)- i
I+-1" (25 mm) 1" (25 mm)- 1
VA M W,
iiffl-134. Urajour malls f-- ,f)"l rb"Ve-
NorthGate:
nbE
rwrw
1r 11 We 17
AMMA
(306 on)
(375 mm)
+ (30; mm)
�0 Uhb
r (2s mm)
/Upwnaka-
rndk*
7 71
N» taloa and bated dopa (aom2:12 b 21:12)
Nd trt«pn uppu tl k%w bm= ~dt om
STEEP SLOPE
Use six nails and four spots of asplrah roofing cement for every full
laminated shingle. See below. Asphalt roofing cement should meet
'ASTH D4586 Type H. ,%pply I' spots of asph:di roofing cement undo
each corner and al about 12" to 13'.tn from each edge.
METRIC DIMENSIONS
— 12" •-14�N" +-12"—
(305 mm) (375 mm) 1 (305 mm)
Nail
For
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1130
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IANDNIARK n
-0/2"
(343 mm) 1 (330 mm) 1 (343 mm)
i�j►'I k�
F/gme'13 3. Use sty nils arrrl/6w spots of
asphalt mingWnenl on sleep slopes
NorthGate:
STEEP 12' 14.314' 12'
Nailing areas for Keep slopes (greater than 21:12)
and "Stomi-Nalling"
Nail between ower 2 nal Ines as shown above.
6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge' or NothGate Accessory
P -
Ffgwe 13-1Q Shakw.Rap acwssorysbingles dektc6 mofi m
tbtVplera9 units Ai mato 72-IndlvWud cap pieces.
12'
(305mm)
G 6'
}I� (1501n
m) "50mm)
Notchlor
Cemering
it \
fin) Notches for AlipnmerA to
the Top Edge of the PrevbUF 7
Cap for 5' (125mn) 6cposure (�
English Dlmemlon
Shadow Ridge'"
QOTRINITYIERD
971r
(250mm)
41511G 415/16'
(125mm) (125mm)
Ntgfor
Centering
131/4' '\ /
(337mm) des for Allgnmard to
L\---the Top Edge of the Previous
-1
Capfor55ff(14lmm)6rp ore
Metric Dimwabn
Shadow Ridge'"
(196inm)
A
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\,l TRINITY I ERD
92744
13118"
g—(333 mm
Notchomw
I5 e, 10-6 6W-*
t66 mm 188 mm
13lie
\ }
MMI-) \ Ore�e / T Certterlrrg
tt w 7 ST 131/4* Notch
Pre+lOus CgItN (194 rttm) (337 mm) �APgn 8r99e� �.
notches to top (194 mm)
pre=of
oou�ae
NorthGate Ridge NorthGate Accessory
(31mm)
9*9 Notch
I
S.
o 0
PYgta o 13.2&'Usakyffignokhm to cmkr shM& on bW and
Mid b locale lh9 oonecl esposwaA
Note: For ASTM D3161 - Class F of Shadow Ridge'", use BASF Sonolastic NP 1 adhesive or Henkel PL*
Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions.
6.3.3.2 Hip & Ridge, Option 2: Cedar Crest"", Cedar Crestu' IR
Use two 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. 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.
Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R10
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V OTPuNITY I ERD
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof &
Flashing Sealant 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 % 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.
Ha�ra>tr,o ea»alvo
102mm1
•(d1M1) r it
Wr
cam" 1:411hun
(2S mm)
oaedaa� �
«+ I.
(IS mm)
6.3.4 Presidential Shake'. Presidential Shake"' IR. Presidential Shake TL'". Presidential Solaris'":
LOW AND STANDARD SLOPE: STEEP SLOPE:
for.low and standard slopes, use fire nails for each fill Presidential For steep slopes, use nine galla for each hull Presidential shingle and
chiingle as shown below. apply i. diameter spots of aspliall,molbug cement under each shingle Fib.
Alhir applying 5 nalls in between die nallingVW Imes, apply rolls 1'
40' aboye tab cutouts making certain labs of overlylog a doff corer mlls
nee (1016 mm)
5114' -7
(133'mm) . . . 1 14.1!4'
1117 3e mml (362 min)
NOTE: Apply nails on painted guideline.
Ftgum I", Fasfew ft Ras*kn49mid Pim ldenllat n go to
sbbtgferron kWdndstMAm *p -9s
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
1' dkmeler uplAeil Fooling cement
Flgme 16.7.• FWJM4ltt IlnrAleeWd and FresldenAW M Shake
sbbgtas on Abo sfopm
P.residential-accessory shingles can be used for covering1lps and
ridges. Apply shingles up to the ridge {expose no more Ihan 7' -from
the bottom edge of the. "tooth." Fasten each accessory with two fas-
teners. The fastefiers.must be 13%4' long or logger, so they penetrate.
either 3/4' lnfolhe deck or completely through the deck. Presidential
accessory comes In two different sizes: Accessoryproduced in
Birmingham, AL Is 12' x 12% Portland, OR produces 918.' x 131/4'
accessory.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof &
Flashing Sealant in accordance with manufacturer's instructions.
6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crestv", Cedar Crest'" IR hip and ridge
shingles.
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6.3.5 Hatteras":
IOW, STANDARD AND STEEP41.0M
6.3.5.1
6.3.5.2
Flame 15-X fnrkning!/a lew %bbgks on
Loin and SMrdeld 5%pes
For low Wnd Swa mi slopes, use N -e AWLS for ewh fun
llmtents sbinak as showo "ra
Hip & Ridge, Option 1: Accessory for•Hatteras
QOTPtINITYIERD
Alun13•l:fa MigIWM—.VbFgaon.v".Yojw
for steep slops, use fhe aWlls ami ellla spas of upinh roo0oa
«mml for Barb iuh Ilmtern shb* a shown obmt. Apply I'
(2Smm) dmmelcr spas of mobj coo" JMI 1)4%6 Tge II
sugmed) under curb nb comer. Press ddn* lora pbua do not
expose cemem.
CALMON: Too muck roollog em" can cause Wagles to bliaee
Figurla 15'14: 18 !brae piece tin its stearate to make
54liattmwAav wrys&W#ac.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof &
Flashing Sealant in accordance with manufacturer's instructions.
Hip & Ridge, Option 2: Cut Hatteras Shingles
��--9'
1230 m
I I
MIM
r(�2O3,rnrn) .18' (q
-- ------ -- 460 mm) %N
Cap Cap" Cap Cap
Shindle, Shingle Shingle Shingle g31�ml
�l2pA�`
Figwe 15-20. Cat NaNaras sbhWa to make comler cola FiRwe 15-21: InstaA' Mn Q% caps along Lips and ridrs
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL* Polyurethane Roof &
Flashing Sealant in accordance with manufacturer's instructions.
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6.3.6
6.3.6.1
6.3.7
7. LABEUNG:
Highland Slate', Highland Slate' IR:
LOW AND STANDARD SLOPE:
MaTLDOG� rpu'up
snxme.(to ffs
incsdi�e —e1NY
arose n corn)
Flgum %I r f: Use,FIFB nollr brinxry) lgbkMd &ale ibingls
QOTRINITYIERD
STEEP SLOPE:
Use FINE nails and EIGIrr spots of asphalt rooting cement' for each
M*Highland Slate shingle. For Maml•Dade, SAX nails are required
Apply I • diameter spots of asphaft roofing cement under each tab
comer. Asphal, roofing cement meeting ASTM D4586 Type n"ls suggested.
Mx Md jWwb
WNW am aft
dw w Yore)
Figw a 113* Use MW nalir and elgbl rpolaofarpboll
roofing CMM lWMkr MebAtboornor.
'CAUTION: Excessive use of rooting cement cats c2use shingles
to blister.
Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest"', Cedar CrestT" IR or Shangle Ridge"
hip and ridge shingles.
Patriot,":
LOW AND STANDARD SLOPE
Use FOUR nails for wiry full shingle located as shown below.
i ,' iS mint � r 1' (25 caul-✓
IM I ` PM M4
STEEP SLOPE
Use FOUR naib and four spots of asphall roofing cement for eery hill
shingle as shown W, ow. Asphalt roormg cmnent mm4ing ASTM D4586
lypu If is suggested. Apply 1'(15 mm) spow of asphalt roofing
cement w shown.
CAMON: F cessim use of roormg cement can rause shingles to blister.
te;Minn"
t1 10 0 0
T Goan
�cn `i` 0113:0`MWO
Hip &• Ridge: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR, Shadow Ridge"', NorthGate
or Shangle Ridge"' hip and ridge shingles.
7.1 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.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed In FOC
Table 1507.2.7.1 / R905.2.6.1.
Eirtetior Research and.0esign, I.I.C. Evaluation Report 3532.09.05410
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QOTFUNITYIERD
S. 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 -
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R10
Certj(roore of Auftrhatfon 09503 FLS444-R9
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I O�
771ful. ',K
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Interwrap, Inc. Evaluation Report 140510.02.12-R2
32923 Mission Way F1.15216-112
Mission, BC V2V-6E4 Date of Issuance: 02/17/2012
Canada Revision 2:04/27/2015
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 51A Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
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 'Trinity I ERD 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. Nleminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 04/27/2015. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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. 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.
S. This is a building code evaluation. Neither Trinity IERD 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.
��TRINITYJERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the
intent of following sections of the 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
Properties
Standard
Year
1507.2.3, 1507.5.3, T1507.8,
Unrolling, Breaking Strength, Pliability, Loss
ASTM D226
2006
1507.8.3, 1507.9.3, 1507.9.5
on Heating
1507.2.3, 1507.5.3, 1507.8.3,
Unrolling, Tear Strength, Pliability, Loss on
ASTM D4869
2005
1507.9.3
Heating, Liquid Water Transmission,
Breaking Strength, Dimensional Stability
3. REFERENCES:
Entity
Examination
Reference
Date
ITS (TST1509)
Physical Properties
100539395COQ-006
10/27/2011
ITS (TST1509)
Physical Properties
100539395COQ-002
10/27/2011
ITS (TST1509)
Physical Properties
100539395COQ-006
03/14/2014
ITS (QUA1673)
Quality Control
Inspection Report
11/17/2014
4. PRODUCT DESCRIPTION:
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM
D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be
produced in various other sizes.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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 agency for fire ratings of this product.
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows:
TABLE 1: ROOT COVER OPTIONS
Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or
Shingles & Shingles Simulated Slate
RhinoRoof U20 Yes No No Yes Yes No
5.6 Exposure Limitations:
5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation.
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the
requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of
prepared roof covering to be installed.
Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2
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Page 2 of 3
8.
4
.C�o
:TRINITY I ERD
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 RhinoRoof U20:
6.4.1 Fasteners:
For exposure 124 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or
those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter
plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of
staples is prohibited.
6.4.2 Single Laver: Roof Slope > 4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap,
Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions.
For exposure < 24 hours, use of every-other fastening location printed on the surface is acceptable. For exposure > 24
hours up to maximum 30-days, use of every fastening location printed on the surface is required.
When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached
pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs,
remove the cap nail and patch the hole in accordance with Interwrap published instructions.
6.4.3 Double Laver: 2:12 < Roof Slope < 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half-sheet-width plus 1-inch.
Double layer application; begin by fastening a half-width plus 1-inch starter strip along the eaves. Place a full-width
sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum
half-width plus 1-inch side (horizontal) laps, resulting in a double-layer application.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G2D3 QA requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA3673; (604) 520-3321
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 140530.02.12-R2
Certificate ojAuthorizotion #9503 FL15216-R2
Revision 2:04/27/2015
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