HomeMy WebLinkAbout810 Catalina Dr 17-1345; ROOFCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: l'9 _/3 9(5--
Documented Construction Value: $ 3500
Job Address: q VD C"TrL4 NA b IZ• Historic District: Yes No
Parcel ID: 3' - 19 -3 j- 5 1 Z , 0000- C9KO Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: / i:'
Plan Review Contact Person: ' oat D Title: CoNA vR 9
Phone: 321 3y 3 / `Y V V Fax: Email: AING.CeNT LZoo P7 ^a-Cc4-"
Property Owner Information
Name* ouc . io P v,v
p
i t Phone: 5-S-1
Street: 2-331 8-eccgn,,3 GvlPd k Resident of property? City, State
Zip: kl ss 1 m m , e5 Contractor Information
Name AC-
C_erJT - 'x /AT1 c-ty-5 Phone: ZI -/9 Street: 70,
9 C l t- I-F TT'Z. Fax: City, State
Zip: A ( L 3Z77 ) 7-State License No.: CCc 137—g.73 Architect/Engineer
Information Name: Phone:
Street: Fax:
City, St,
Zip: E-mail: Bonding Company:
Address: Mortgage
Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application ' `
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in comp4"ce withhjall applicable laws regulating constructign-qnd zoning.
s tea/ -77
Signs ure of /Agent D Sign f Contiatkoc6Agent Date
Pr —met Owner/Agent's Name Print Contractor/Agent's Name
Date
Ci0R1i'
Nm22,2019
i0mmismL
No
FF
Owner/Agent is Personally Known to ]e or Contractor/Agegt/is Personall Known to Me or
Produced ID "K Type of ID t-- D( - Produced ID K Type of ID VL
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
N
THIS INSTRUMENT PREPARED BY:
Name: Jeffe Boyd
Address:
GRANT 11ALOY. SEMINOLE COUNTY
CLERK OF CIRCUIT COURT ".. C011E'TROLl ER
BK. 1890Q Ps 147i is
CLERK'S 2017046159
RECORDED 15/1.1-1/ 2017 All
RECORDING FEES $10.00
RECORDED BY jec-l-fenro
Permit Number:
Parcel ID Number: 31.19.31.512.0000.0980
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 thisNoticeof Commencement. 1.
D OOP alilNia DPFP O d JbV 7Joscription of the property and street address if available) 2.
GENERAL DESCRIPTION OF IMPROVEMENT: Reroof
3.
OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name
and address: one Stop Contracting 2331 Ballard Cove rd Kissimmiee 34758 Interest
in property: Owner Fee
Simple Title Holder (if other than owner listed above) Name: 4.
CONTRACTOR: Address: `
7 Accent
Renovations LLC C
5.
SURETY (If applicable, a copy of the payment bond is attached): Address:
6.
LENDER: Name: Address:
Phone
Number: 321.303.1944 F —
3 Z "? 1 Z. Phone
Number: Amount
of Bond: 7.
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.
13(1)(a)7., Florida Statutes. Nam
Address:
8.
In addition, Owner designates Phone
Number: M
to
receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 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), 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 DNG YOUR NOTICE OF COMMENCEMENT. r'
J% , Signature
of Owpef6irtasete, or Own 's or see's (Print Name and Pro de Signatory's Title/Office) Authorized
icer/Director/Partner/ ager) State
of oR County of v 2- Vy) i N0 The
foregoing instrument was acknowledged before me this t--
9
9 9 day of 4'1 r by .
Who is personally known to me OR2 o Name
of person making statement f
I < j p who
has produced identification ype of identification produced: 4-- d0AN
R L r
t7vw Q Nt,
Notary Po lc State of FWda o Cosh ~
o z o res
No+ t9L-n Btgli
Notary Signature aQt1Ut1. O w O 0 W_ O v-
YIJZ cr
0 wZvuawi+
m
PERMIT #
City of Sanford Building Division
Residential Re -Roof Scope of Work
JOB ADDRESS: f 10 7 _j IVA Da
STRUCTURE TYPE: A SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM
RE -ROOF TYPE: REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS)
O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF
DECK TYPE (PLEASE SPECIFY): Vb 6 0 :SYMEM I sl L
PLEASE NOTE: ONLY 100 SQUARE FEET OF THE EXISTING DECK IS PERMITTED TO BE REPLACED
ROOF VENTILATION: KOFF-RIDGE BRIDGE OSOFFIT OPOWERED VENT OTURBINES
SKYLIGHTS: O YES O NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #:
MAIN ROOF AREA
ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 9,4:12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
O SHINGLE 1r E FL#.
O METAL FL#
O MODIFIED BITUMEN FL#
O TORCH DOWN FL#
O INSULATED FL#
O TILE FL#
O OTHER: FL#
ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) **IFAPPLICABLE**
ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
O SHINGLE FL#
O METAL FL#
O MODIFIED BITUMEN FL#
O TORCH DOWN FL#
O INSULATED FL#
O TILE FL#
0 OTHER: FL#
City of Sanford Building Division
Residential Re -Roof Inspection Policy & Procedures
PERMITTING REQUIREMENTS — No PLAIN 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.
A permit 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 Residential (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
I`
l
AVV• Completed and Notarized Inspection Affidavit 15
All Florida Product Approval and Corresponding Installation Instructions
Product Approval shall match what is on the scope of work)
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 Pattern & 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 these specific guidelines will result in an affidavit provided by a Florida Design
Professional (architect or engineer), certifying FBC c de co fiance by personal inspection.
CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: JDATE:
Ar
Product Approval Specification Form
Permit #
Project Location Address @ Q ( ne i N H D2
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including 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 L,4r 1 v,,\ A k FC. 04 1
Underla ments FLI ta-,--Z6,-23
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofin tiles Roofing
Insulation
Waterproofing
Built
up roofing System
Modified
Bitumen Single
Ply Roof Systems
Roofing
slate Cements/
Adhesives /
Coating
Liquid
Applied Roofing
Systems Roof
Tile adhesive
Spray
Applied Polyurethane
Roofing
E.
P.S. Roof Panels
Roof
Vents Other
June
2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
S. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name F ei "u1 D
Please Print)
June 2014
5/8/2017 SCPA Parcel View: 31-19-31-512-0000-0980
Property Record Card
Parcel: 31-19-31-512-0000-0980
Owner: #1 ONE STOP CONSTRACTING CORP
Property Address: 810 CATALINA DR SANFORD, FL 32771
i Parcel 31-19-31-512 0000 0980
Owner ; #1 ONE STOP CONSTRACTING CORP
Property Address 810 CATALINA DR SANFORD, FL 32771 ;
I Mailing 12331 BALLARD COVE RD KISSIMMEE FL 34758
Subdivision Names MAGNOLIA HEIGHTS
Tax District S1-SANFORD
DOR Use Code i 01 SINGLE FAMILY
Exemptions
Value Summary
2017 Working 2016 Certified
1 j Values Values j
s Valuation Method Cost/Market Cost/Market !
Number of Buildings 1 1
Depreciated Bldg Value 47,259 33,275
Depreciated EXFT Value 1,200 800
Land Value (Market) 14250 13,181
Land Value Ag
i
I JustiMarketValue** 62,709 47,256
Portability Adj
Save Our Homes Adj 0 2,241 I
Amendment 1 Adj 0
E P&G Adj 0 0 I
Assessed Value 62,709 45,015
Tax Amount without SOH: $330.00
I 2016 Tax Bill Amount $296.00
Tax Estimator
I Save Our Homes Savings: $34.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 98 + W 1 /2 OF LOT 99
MAGNOLIA HEIGHTS
PB 5 PG 76
Taxes
Taxing Authority 1 Assessment Value i Exempt Values I Taxable Value
I County General Fund _
m
62,709 0 62,709 i
Schools 62,709 0 62,709 J
City Sanford 62,709 0 62,709
SJWM(Saint Johns Water Management) 62,709 0 62,709
CountyBonds 62,709 0 62,709 Sales
Description
j Date 1,, Book j Page Amount Qualified Vac/Imp WARRANTY
DEED 1/1/2017 08849 0513 80,000 '; Yes Improved QUIT
CLAIM DEED 11/1/1991 02365 0300 100 No Improved Land
Method
Frontage Depth Units Units Price Land Value j y
FRONT FOOT & DEPTH 75.00 130.00 0 $200.00 14 250 I Building
Information y
I Year Built I I ; #
Description i Fixtures i Bed Bath t Base Area ! Total SF Living SF a Ext Wail i Adj Value Repl Value Appendages i Actual/
Effective ; 1
SINGLE 1950/1960 3 3 1.00 _ 899 1,409 i 1,109': SIDING $47,259 $77,157 " Description ;Area http://
parceidetail.scpafl.org/ParcelDetail Info.aspx?PID=31193151200000980 1/2
http://parceidetail.scpafl.org/ParcelDetaiI Info.aspx?PID=31193151200000980 212
n
j` TRIITY ERD
EVALUATION REPORT
CertainTeed Corporation
20 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 3532.09.05-1111
FL5444-R10
Date of Issuance: 09/22/2005
Revision 11: 12/08/2016
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 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: 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 / 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. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD 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 12.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 12/08/2016. 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:
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 I FRD 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 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.
TRINITY I ERD
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 5th Edition (2014) Florida Building Code and 5th Edition
2014) 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 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 2O08
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 D7159 GSNK09037 06/29/2006
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 ULLLC (
TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST
9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628)
ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM
D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158
4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357
11/09/2016 UL LLC (QUA 9625) Quality Control Service
Confirmation Exp. 07/03/2017 Exterior Research and Design, U.C. Evaluation
Report3532.09.05-R11 Certificate o/Authori:ation #9503 FBC NON-
HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2
of 12
h .
TIII RY ERD 4.
PRODUCT DESCRIPTION: 4.
1 CT201-, XTT- 25, XTT"" 30 and XTT"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.
2 Arcadia'", Belmont"", Carriage House Shangle®, Grand Manor Shangle®, Landmark'"', Landmark'"' IR, Landmark
TM Pro, Landmark TM Premium, Landmark*"" TL, Landmark'"" Solaris and Landmark'"" Solaris IR are fiberglass
reinforced, laminated asphalt roof shingles. 4.
3 NorthGate TM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.
4 Presidential Shake'"", Presidential Shake TM IR, Presidential Shake TLTm and Presidential SolarisTm are fiberglass
reinforced, architectural asphalt roof shingles. 4.
5 Hatteras'"", Highland SlateT"" and Highland Slate TM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.
6 PatriotT"" 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 TM, Shadow Ridge'"', 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. 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
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® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions,
for use in wind zones up to Vasd =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 Vasa = 150 mph (V„it = 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. Exterior
Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate
of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision
11: 12/08/2016 Page
3 of 12
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TRINITY ERD
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 1510 and CertainTeed published installation instructions.
6.4 GT20TM'. XF!' 25:.XT` 30.'XTTM 301R' "
ENGLISH 12" 122" / 12"
i -(T35 W1
1" (25 mm) — spa Cant 1" (25 mm) {
i -- 1
5 518" (145 MM)
5t, »IorNoiwood
Plant
METRIC 131/3" - a 13IN' . 13ila a{
r1"(25mm1 Sealant 1'°(25mm)
st s"
i
Figure 11-_3: itse four sorts for exert+full shin*,.
Use four nails and six spots of asphalt roofing cement* for every full
shingle (Figure 11-4). Asphalt roofing cement meeting :4STNt D4586
Type fl is suggested.
v
Roofing Cement
Apply 1"(25 rim) spots of asphalt rooting anent
umjer each tab comer.
Fgure 11-4: Usefournaits mutsir spots ofasphalt rnnrenton steep slopes.
CAUMONI: Recessive use of roofing cement can cause shingles
to blister.
6.4.1 Hip & Ridge for C17201, XTI 25, XT' 30, XT' 30 IR: Cut Shingles
nemkkw
25 mrr)t j t 71t it
t 1 t
Cap _ _ trap Cap .05 )m)
Shingle. shingle Sriffgie
Figure 11-24• Gut 4abs,1&w trim back to snake crap sbingies
Englisb dhaensions shMum).
r5"------1? t3.'
r
F6oh
12500n)
w
o i+
1 j1t
ZS
ocooap`
tl
Figure 11-25. InsUlation cif aos atom the bips and ridges.
6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements.
Exterior Research and Design,LLC.
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION
Evaluation Report 3532.09.05-R11
FL5444-R10
Revision 11: 12/08/2016
Page 4 of 12
6.5
i,.
3 TRINITY ERD
LOW AND STANDARD SLOPE STEEP SLOPE
Use S1X nails for every hull shingle located as shown below. Use six nails and FOUR spots of asphalt roofing cement for every fill
shin,gle as shown below.. Apply asphalt roofing cement 1"(25 mm)
from edge of shingle. Asphalt roofing cement mceling MT11 D 4586
1Ype 11 is smggested.
I?S mm} —1
Nail Line
Nail '
NaIE e
f
Figure 2: lase six nails firm earery fid! sl2rngle.
F`ignn? 3 Vke sir nails and fbar slwk of mvphalt
rew;Feq cement oa steep , terjVs.
6.5.1 Hip & Ridge for Arcadia'": Cedar CrestTM, Cedar CrestM 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® NPiT""" adhesive or Henkel "PL1'
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 % 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.
2Q3 mrn) 13fl51n) ....
Ure
Hand -sealing adhesive
L v14'
3/4" — •.—
V
Date of asphaft
cement between -
shingle lavers lr.
Exterior Research and Design,LLC. Evaluation Report3532.09.05-R11
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10
Revision 11: 12/08/2016
Page 5 of 12
6.6
Low and Standard Slope
2:12 to 21:12):
Use FIVE nails for e4efyt full Belmont shingle,
located as shown below.
i
1q,f, l5 L11'1-1'
eP :s
f f
lj t
r i
TRUNITY 1 ERD
Steep Slope (greater than 21:12):
Use SEVEN nails and EIGHT spots of
asphalt roofing cement" for e1ei i full
Belmont shingle. Apply asphalt roofing
cement 'I" (25mm) from edge of shingle.
See below- Asphalt roofing cement meeting
ASTM D4586 Type 11 is suggested_
Ih ."_` :a r'P"--`SFr:)--I
220 it )
T
6.6.1 Hip & Ridee for Belmont—:
6.6.1.1 Option 1: Refer to instructions herein for Cedar CrestT , Cedar Crest— IR hip and ridge shingles.
6.6.1.2 Option 2: Shangle® Ridge
Figure 17-18: Spangle* Ridge.
18" Exposure Remove tape
from the right side
1 • g• and fasten
SECOND
Fasten the, f
left side yCs RIGHT
FIRST
LEFT
Figure 17-19: Installation of yhangle0 Ridge shiik`,Ies
on hips and ridges.
6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJTM" adhesive or Henkel "PL®
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10
Revision 11: 12/08/2016
Page 6 of 12
6.7
6.7.1
6.8
CARRIAGE HOUSE SHANGLE® AND:GRAND MANOR SHANGLE —
LOW AND STEEP SLOPE
STANDARD SLOPE
fee five nails for every full Shangle.
r
25 in j (25Min) 5./
8" t S,,a.. t
o rr' (22U even) Figma /
7- f: else./ire wills fiw error bfl Granrl !krnor Shau;le. Can'
iage House .gwngle. or Owlerndal Sktle. TRINITY,
ERD Ise
seven nails and three spots of asphalt rewhm; cement for every full
Grand Stmor Shangle. Ilse five nails and ihrex: pots of asphalt roollog
cement for e very full Carriage I louse Shangle and Q-.atennial Slate.
Apply asphalt roofing cement 1- (?5 ran) from edge of shingle Figure
17-5). Asphalt «wfrn;; cement mecun ASTH D158611yn H is
so.-estcd. I'-
5fA"
5
mm):1 1,. .
E25
rem}I+
3S
mm) it (
25 ram) 7
fi5o"
1[220 mm) Figirre
17-5: When iuslalitiq Grand Manor Shangles on steep stolxs. rime
serer nails and lhrr, spols t f asp&tl roofing central. Hip &
Ridge for Carriage House Shanele® and Grand Manor Shangle: Refer to instructions herein for Shangle®
Ridge hip and ridge shingles LANDMARK"',
LANDMARWm IR, LANDMARK"m PRO; LANDMARK"'' PREMIUM, LANDMARK"'_TL, LANDMARKT*` SOLARIS,
LANQMARKT" SOLARIS IR, NORTHGATE: LOW
AND STANDARD SLOPE METRIC
DIMENSIONS 12"
143/4" 12" 1--(
305 mm) (375 mm) (305 mm) -j j-
I- I" (25 mm) Release tape 1 (25 mm) Naila(
ile }- Area
LANDMARK
TL NorthGate:
13V
13" 131/2" 1--(
343 min)— --(330 mm)---•-(343 mm)-- I" (
25 mm) 1" (25 min) --I rA
rA r/// Fit
urr• 13-1: U:w fonr nail' for ereq fidl shutgle. AlrE
NapfSG
AREA
12,
1t-.' 14' '.i I
I.r- ( $ TJnT -a. -n-- ;375 rearm —1 :m t) -r{ fKurt
y + ':s I 1
F--,•--
Uopet -
i ao 1' (
25 arm I I° {25mrn)- t, I'
d irc { f- Nailing
areas
for low and standard sbpes,'gores 2:12 w 21:12; Hat bet4---
n u{rF=_r $ tm=- 1!-,as asy'+cnsn abmv. Exterior Research
and Design, I.I.C. Certificate of
Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report
3532.09.05-R11 FL5444-R10
Revision 11:
12/08/2016 Page 7
of 12
S E'
c
TRINITY I ERD
STEEP SLOPE
Ilse six nails and f n r spots of asphalt roofing cement for every fill LANDMARK TL
Laminated shingle. sec below. Asphalt roofing cement should meet
ST11 U45861\1Iye II. Apply 1' spots of asplia t roofing cement uncle i 13t/2" 1`1" 131/-2" — each corner and at about 12- to 13" in from each edge. , f343 min) (339 mm) (343 mm)
METRI( DIMENSIONS
i
F1"(?,5 mm) 1"(25mm)--
1 1
12143/4" 17.'--I 305
mot) (375 mm) (305 mm) i 251" i
4r— 1" mm)---- (25mm)
11 i
t
05 r 11n) Relea e Tape 1 (25
mm} ; -- Nail Area
For Steep-
f Figure 73 5: Use six nnailsandfour spots of t" tf I"
aasplmlt roofing cement on steep slopes. 25 mm) 1 (25 mm. Rooting Cement NorthGate:
STEEP 12"
14.
314" 12" SLOPE 1-.—(305
mm)-- --- (375 mmj- --(305 mmH NAILING Nailing milsAREA
4 _1•(25 mm)
beNwe wer 1"(25 mm)-- -- na: tines, 1 (
o Roofing
Cement
Nailing
areas for
steep slopes (greater than 21:12) and "Storm -Nailing"
Nail be ween
loaner 2 nad lines as shoran above. 6.8.1
Hip & Ridge for Landmark"', Landmark"' iR, LandmarkTM Pro, Landmark'°' Premium, Landmark*"" TL, LandmarkTM' Solaris, Landmark'
Solaris IR, NorthGate: 6.8.1.
1 Option 1: Shadow Ridge' or NothGate Accessory 12' 97/8,
305mm) = (250mm) 150mm) (
150mm) I (
125mm) I (125mm) r Notchfor Notch
for
Centering Centering 12"
i 13114'
305mmi Notches for
Alignment to () Notches for Alignment U the Top Edge
of the Previous T the Top
Edge of the Previo Cap for 5"(
125mn)Exposure (181 m) fapfor55,S (
141mm)Expo: English Dimension Metric
Dimension Shadow Ridge'" Shadow
Ridge" 75/8' 196mm)
Exterior Research
and
Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate of Authorization #
9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/
08/2016 Page 8 of
12
7
I-) TRINITY ERD
9 2?f3T
4 15di fi' 1 ^<5 rrrj
13 1/8"
t} I.a---(333 mm)-----
Cerlmi ; is: 1 {-6 5/8"..I1 _6 5/e'-
111111 (168 mm) 168 mm)11
i31iA° a p
1337 irn?i \ i t Centeringtthis- /
rotctics ?c[op 7Si3` 131/4Notch
cdac
C. (337 mm) i 194n 't Align these e:
Irpis co:-rse ( notches
to to 7
5/8' P (
194 mm) edge
of I previous
course. NorthGate
Ridge NorthGate Accessory 12'
1 3t>
5mm) - .I Laying
Notch 6
I
I I
5'(
125mm) Figure
13 20- tfse kWg notches to center shingles on Gips and rir
and to krcate The pmt cl expaaut; 6.
8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'" adhesive or Henkel "PL® Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.
8.1.3 Option 2: Refer to instructions herein for Cedar Crest'"', Cedar CreStTM IR hip and ridge shingles. Exterior
Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate
ofAuthori:ation #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision
11: 12/08/2016 Page
9 of 12
1 TRINITY ERD
6.9 PRESIDENTIAL SHAKE"', PRESIDENTIAL SHAKE'"' IR, PRESIDENTIAL $HAKE TL'"', PRESIDENTIAL SOLARISi°°:
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes, use five nails for each full Presidential For steep slopes, use idne nails for each full Presidential shingle and
shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab.
After applying 5 nails in betmwu the nailing guide lines, apply 4 nails 1'
Nailing ;: 40' aboNT tab cutouts maldng certain tabs of overlying shingle cover nails,
Guide Lines (1016 mm)
51 /4. —
133 n)m)
141f4'
1 1iT 38 rum) (362 mm) •
NOTE: Apply nails on painted guideline.
Figure 16-6: Fasleening Pt -Odential and Prestdenhal TL SUoke 1' diameter asphalt rooting cement
sbmgles on lore and standard slopes
Figatre IC-7 .• Fastening Presidential and Prrmdenlial T11 Shake
sbingk on sleep slopes.
6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake: ' IR, Presidential Shake TLI, Presidential
Solaris'"•
6.9.1.1 Option 1: Presidential Accessory
PRESIDENTIAL WESSQRY
Presidential accessory shingles can be used for covering hips and
ridges. Apply shingles up to the ridge (expose no more than 7" from
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 97/8' x 13 i/4'
accessory
6.9.1.2 For ASTM D3161, Class F performance use BASF `Sonolastico NP11 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 Crest°" IR hip and ridge shingles.
6.10 HATTERASn .
LOW, STANDARD AND STEEP SLOPE: 230 mod tIR ?3 m1n) (230 mm) (230 mm)1
1 1
230 mm) (23 3 rum) (230 mm) (230 moo 25 rncn)L _ _ 25 mm)_--1
t--(25 mm) (1112 -) 2 01mm}
9318 Roofing Cem ml- -
240 mm)
fiRum I i-i- rccteuiny /lallerns.ilfinplrs ar.lYtrp.ilaprs
rnr steep slojw, ttae roc'. 1Li is :uld eight shots of :tsplrtlt coofing
Figure 15.3: hishwing ttauerns Shin;fes on cement for exb (till nauents Jtingle tie slim( above. Applv I'
Low andSlandnrd,poprs 12sntm) dimmier?lxxsof roorin;cernou (:tsr\t 1)4586'1-pe II
For low :uul smuhrd shafcs, use fue (mils for c-ach full w„rstcml I umhtr racf. tab cooler. Pre_;. Idngle into place; do not
Ilattems shingle as sltoun Axne. e+po-`e cemrin-
cAtfrIUS: Too much roofing c enieni call cause shingles tU blister.
Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rii
Certificate ojAuMorizatfon 995113 FBC NON-HVHZ EVALUATION FL5444-R10
Revision 11:12/08/2016
Page 10 of 12
t
TRINITY I ERD
6.10.1 Hip & Ridge for Hatteras"':
6.10.1.1 Option 1: Accessory for Hatteras
2
Figure 15-14. 18 three piece units separate to make
54 Hatteras Aaessory shinglee
6.10.1.2 Option 2: Cut Hatteras Shingles
230 mm) I
I I
Fa e
j t25m 1460mm)
Cap Cap Cap Cap
Shingle Shingle Shingle Shingle g3i mlr\240 R`
Figure 15-20: Cart Hatteras shingles to hake cvt*r cap. Filrvre 15-21: installation of craps along Gips and ridges.
6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.11 HIGHLAND SLATE" HIGHLAND SLATET" IR: ,
LOW AND STANDARD SLOPE: STEEP SLOPE.
Use, FIVE nails and FIGHT spot,, of asphalt roofing cement* for each
full Highland Slate shingle. For dliamid)ade, SIX nails are required.
Apply V diameter spots of asphalt roofing cement under each tab
comer. Asphalt rooting cement meeting.AMI D4586 Tqw Il is suggested.
Muni -Dade reQures
axmftn mis r(25Rr)
i.¢i!ad ovs cede y. rr—
ask.d starry. rla uGacsreq ira
SIX ecislboirca
iE hWwxcenter
aAa! a inree:)
ftearn 11,3: Clse HIT rails far ergo, ffigNivid Slate sting-P.
Figure 11--j4- fhw ME rails mid erght spots ofasptxdt
roofmg cemrart undereach tab corner.
CAUTION: Bressice. use of roofing cement can cause shingles
to blister.
6.11.1 Hip & Ridge for Highland Slate', Highland Slate' IR: Refer to instructions herein for Cedar Crest', Cedar
Crest' IR or Shangle Ridge' hip and ridge shingles.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R31
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-RlO
Revision 11: 12/08/2016
Page 11 of 12
Use. FO R nails for ewty full shingle locale l L, shoo>u helow.
Seals :.
56 mm)
la-w 13WIZ
3S_—
U° e P01 R imi& and ibur s1)cds ( asphalt "-ding, cenleol for ever ,v till
shimJe as shnlvfl belole Asphalt r(N)ling cenu'111 ulec'Iing ASENI Uti586
T%Jx 11 is ,lpph 1-(_15 nun) spots of asph:dt n-ding
Ce'lli1911 z sholyn.
CAUTION: Excessive isle of roofui ! Lenient can cause shing,le io b isler.
IEeaylt t a _, _
floating cement-
ifs„ i '3:3•--!-?.r.,ej
6.12.1 Hip & Ridge for PatriotTM: Refer to instructions herein for Cedar Crest—, Cedar Crest— IR, Shadow RidgeTm,
NorthGate or Shangle Ridge` hip and ridge shingles.
7. LABELING:
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 FBC Table
1507.2.7.1 / R905.2.6.1.
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, U.C. Evaluation Report 3532.09.05-1111
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10
Revision 11: 12/08/2016
Page 12 of 12