HomeMy WebLinkAbout2431 Willow AveCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No •
Documented Construction Value: $ S77 /
Job Address: aq 31 1Qtj AXn J Historic District: Yes ElNo
Parcel ID: Residential N? Commercial
Type of Work: New Addition Alteration Repair Demo _ Change of Use Move
Description of Work:
G;)S3,J)'-
Plan Review Contact Person: OY1Title: _oW O C Z
Phone: q0J -q 1q - (0133 Fax: Zf 67' $[} ' ` Email:_ Ac nm A+
0(1PropertyOwnerInformation
Name W X,115 D PAY, I i jG Phone:
Street: 6d ,'5S r -f I0g0rGVV Resident of property?
City, State Zip:L1GManA 'FL 3 2 "2q S
Contractor Information
Name I"1)'ZZ(i I CX i iln4 - Phone: go—
Street: Street: 3 ? I LI f(.0 t.JC_r0 Y1 QIL Fax: L/o? " A 7 — ooLl-3
City, State Zip: ,APO State License No.: CCC 13;? G
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
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.
FRC 105.:1 Chall he inccrihed with the date of nnnlication and the Inde in effect as of that date: 5th Edition (2014) Florida Rnildino 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.
OU 7rq- rS
Signature of Owner/Agent Date
e
Signature of Contractor Date
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures.
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
BUILDING:
O OYlyl
t0
Nl
Print Owner/Agent's Name e t: N co Print Contractor 9r, NO
OMc
C
Signature of Notary -State of Florida Date wa x
W N
r o o ary- tate o Florida,
v
Date'---"
f Al2C-k ,e, LJA r
EL E EEEE
1e0 o
O C.3
Z
Owner/Agent is
r urrrrr
dOidGiii
Personally Known to Me r;;m'*"" Contractor/Agent is 11 te- r
Produced ID Type of ID = Produced ID lgeif ID
I
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:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures.
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
BUILDING:
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 8- Y" /13
I hereby name and appoint: P7 JR,
an agent of: I/
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):
The specific permit and application for work located at:
Zy J 14111OW AVE'. SGh
Street Address)
Expiration Date for This Limited Power of Attorney: p - `26 - 15
License Holder Name:
State License Number: eZ-C 13 a 6`T
Signature of License Holder: 6" 12
STATE OF FLORIDA `
01
COUNTY OF
The foregoing instruMeUt was ackppwledged before me this Y day_QLjj&J ACJ -
200, by /1''C'1(.t + Z PW—
is person4 ly kno _
to me or who has produced - as
identification and who did (did not) take an oaa+h®
Notary Seal)
9A a
OCK
Ne of Floridaec
EE
26, 2016
858690
Rev. 08.12)
m *cher t Lia (2oa
Print or type name
Notary Public - State of - LOILJ&
Commission No. i C-
My Commission Expires: I
Wells Fargo Bank, NA
One Dome Campus
West Des Moines, IA 50328
7A5/15
I
To Whom It Iday Concern:
WW lls Fargo Bank, N.A. ("Wells Fargo") has an interest in and obligation to determine the current occupancy and if
applicable, complete maintenance/repairs to the property located at 2431 WILLOW AVE SANFORD FL 32771-
4566 (the "Property").
Wells 'Fargo hereby requests access to the Property be granted to our vendor, Servicelink, a Black Knight Company
UBK"), so that SLBK, or Dovie Lieberman- C/O Trust Field Services, an agent under contract with SLBK, may inspect,
p1Yll permits, and preserve the Property on Wells Fargo's behalf. Such inspection and preservation rights are granted to
Wells Fargo by the applicable security instrument. Please accept this letter as Wells Fargo's authorization for SLBX or
their agent to access the Property for purposes of taldng those protective measures. •.,
Should you have any questions or concerns regarding this matter, please contact our offices at 1-877-63-7-5274.
Your anticipated cooperation is much appreciated.
Sincerely,
Jill-'i Mhe
Research and Remediation Manager
yP of Loan Documentation
Asset Management and Preservation
Wells Fargo Home Mortgage
MAC# X2409-OIH
7745 Office Plaza Drive
Vilest Des Moines, IA 5o266-2309
Phone: (525) 324-3759
JjII,Whltef)a wellsfar o.Com
tit 0.t ..• . .
Together .•
r s
fry . • R + 'ra
1lvetls Fargo Horne Mortgage Is a division of Webs Fargo Bank, N.A. NMLSR 10 399801
SCPA Parcel View: 31-19-31-520-0000-1040
jPRA[
P1
vld John3on,CFr4 Property Record Card
PERTY Parcel: 31-19-31-520-0000-1040
PRA15 Owner: WELLS FARGO BANK C/O MARINOSCI LAW GROUP
IN01.8COUNIY, FLORIDA Property Address: 2431 WILLOW AVE SANFORD, FL 32771
Parcel: 31-19-31-520-0000-1040
Property Address: 2431 WILLOW AVE
Owner: WELLS FARGO BANK C/O MARINOSCI LAW
GROUP
Mailing: 100 W CYPRESS CREEK RD # 1045
LAKE MARY, FL 32795
Subdivision Name: SANFO PARK
Tax District: Sl-SANFORD
Exemptions:
DOR Use Code: 01 -SINGLE FAMILY
Value Summary
Tax Amount without SOH: $1,045.60
2014 Tax Bill Amount $1,045.60
Tax Estimator
Save Our Homes Savings: $0.00
fyf;* Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 104 + N 17.33 FT OF
LOT 106
SANFO PARK
PB 5 PG 62
Taxes
Taxing Authority
2015 Working
Values
2014 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depredated Bldg Value 40,646 39,424
Depreciated EKFT Value 936 936
Land Value (Market) 12,147 12,147
Land Value Ag
53,729
County Bonds
Just/Market Value
53,729 52,507
Portability Adj
78,100 Yes
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
Assessed Value 53,729 52,507
Tax Amount without SOH: $1,045.60
2014 Tax Bill Amount $1,045.60
Tax Estimator
Save Our Homes Savings: $0.00
fyf;* Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 104 + N 17.33 FT OF
LOT 106
SANFO PARK
PB 5 PG 62
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
Page
County General Fund 53,729 0 53,729
Sidwols 53,729 0 53,729
City Sanford 53,729 0 53,729
SJWM(Saint Johns Water Management) 53,729 0 53,729
County Bonds 53,729 0 53,729
sales
Description Date Book Page Amount Qualified Vac/Imp
CERTIFICATE OF TITLE 9/1/2014 08338 1986 100 No improved
QUIT CLAIM DEED 12/1/2004 05546 1720 100 No Improved
WARRANTY DEED 9/1/2002 04561 1736 78,100 Yes Improved
WARRANTY DEED 12/1/1997 03340 0811 49,500 Yes Improved
WARRANTY DEED 1/1/1991 02256100997 1279 40,000 Yes Improved
WARRANTY DEED 1/1/1973 0828 16,500 Yes Improved
Find Comparaole Sales within mis Sutwrvision
Land
Method Frontage Depth Units Units Price Land Value
FRONT FOOT & DEPTH I 67 139 0 1 $185.00 $12,147
h4://www.scpafl.org/ParcelDetaillnfo.aspx?PID=31193152000001040
Page 1 of 2
8/3/2015
THIS INST OMEN PREPARED Yf
I'If1F:`rANNE CiORSEF 5Et1IF10LE CgLIF1TY
t:LERK OF t:Tfit:kJTT t:0U5T 1s COMPTROLLER
Address: ' V
BY $521 I'3 963 _ (1F'9, )
CL EC,k4' 5 T 2015084.723
RECORDED (1°ui i l`r/s1115 12:32;15 PM
RECORDING FEES $10.00
NOTICE OF COMMENCEMENT
RECORDED CY tsmlth
Permit Number:
e_
Parcel ID Number. S ? s 9 " 3 % ' 90— 42060
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 OF PROPERTY: (Legal deSCflDtion of the Droaertv and
2. GENERAL DESCRIPTION OF IMP®NT:
rtr3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE QONTRACTED FOR THE IMPROVEMENT:
Name and address: 1 S rg0- n Ct) Ar,I (l C I _jam _G foul
Interest in property:—1 U L%J Cr l.1 JA F rz
Fee Simple Title Holder (if other than owner listed above)
4. CONTRACTOR: Name: PhonT Number:
Address: -A 1 10G L APOPYA
5. SURETY (If applicable, a copy of the payment bond is attached): Name:
6. LENDER: Name: Phone Number.
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other document
713.13(1)(a)7., Florida Statutes.
SED
Name: Phone Number.
8. In addition, Owner designates of
BY
Amount of Bond:
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)
by
vrrGRlt
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.
vo\/)'c
ignature of Owner or Lessee, or Owners or Lessee's (Print Name and Provide Signatorys Title Office)
Authorized Officer/Director/Partner/Manager)
1LaStateof 21JA County of
The foregoing instrument was acknowledged before me this \ day of , 20
iU lbyb, / A Who Is personally kno n to mgl OR
Name of per—son making statement
who has produced Identification type of Identification produced:
15
JAMIL ORTIZ
my COMMISSION t FF 132410
EXPIRES: Jury 25, 2018
4ornot`,
e BoMedTtn8udgdN0terySWb8
15
CCCA326 "2 Own 1' ®0
1 BBB Rating / F I N GBBB , z z 0 l.
Ja
C5011,,„ Orlando's Home Town Roofer
v
Submitted To:
Address:
Email:
Referred by:
3050 Halliday Ave Apopka, R 32703
Job Scheduling 407-884-7663
info@rizzoroofingllc.com
Date: 74 ZxI.-
z 00,
Phone:W10- G 9_ S
Source:Cf O
CONTRACTOR AGREES TO PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT (UNLESS OTHERWISE SPECIFIED) TO COMPLETE THEWORKDESCRIBED -IN THIS AGREEMENT. The customer authorizes the contractor to display a sign for the duration of the job and to use photostakenatthejobsitefordisplay, promotion and advertising without compensation. WOOD REPLACEMENT, IS CALCULATED AT UNSEEN DAM- AGE AND IF ROTTEN WOOD EXISTS AFTER TEAR -OFF IT WILL BE DOCUMENTED AND REPLACED AT AN ADDITIONAL COST ABOVE
THIS ESTIMATE. Fascia wood = (1" by pine X6.50 per
ine (
2"
6 50 per
by pine ft.) (1"x 8" pine @ $8.00 per %). (1"x 0 "@ 88.50
pe0-
00 per
r ft.). 4!x
8Wx
8''
811.00 per ft.), (2" x 8"@ $12.00 per ft). Decking (1"x 6 pine @ $ p )r
Sheet of plywood or OSB decking $70.00 COMPLETE ROOF REPLACEMENT includes roofing permit and all inspections, 1.tear off and disposal of ONE layer of existing shingles, 2. re -nail entire deck to wind code, 3. install 30 pound felt,- -
DRY -IN 4. replace all boots vents and valley flashing 5_ the COMPLETE INSTALATION OF ROOFING CHOICE BELOW.
llnitCost Total Cost
1--- - - - •- -------/-------------- —
gar130mph attachment, Shingles sq. ft. l Od Calor
Architectural Shingles 3, . P ---- _ _ - - -
fle- --- tv I of perimeter Edge Metal
Back White Drown
d'fi d b't In ear FLAT ROfiFING sq. ft. CDD - Demo Rock+ 135 per sq. Black White own
atmn 1 e lumen y -_______________________
Wosignature
ad replacement an extra expanse ABOVE THIS ESTIMATE as stipulated above- - - - - - - - - - - - - - - - - - - - - - -
Addition Tear -off sq. ft. _ - disposal of one layer of existing roofing included all others at $ 40_00 per sq.
Il
S._• _ •I a------- - - - - - - - - -- -- '-'----------------------
c r 111114 2n
c'n------------- - -- -- -- itslx— --------- Q----------------
brt_ln r,
VAREalM14. -------------------
L_ _______--- ___
7D _J
I ----------------------- C?I i ---
TOTAL PAYMENT TO BE MADE AS FOLLOWED: At Time of Contract
At time of Material Delivery —641— On Completion
i -77/
LEGAL NOTICE: UNLESS OTHERWISE AGREED TO IN WRITING PRIOR TO START OF WORK: PAYMENTS RECEIVED LATER THAN TEN (10) DAYS WILL BELEVIEDA $150.00 LATE FEE AND SERVICE CHARGE OF 3% PER MONTH .THE UNDERSIGNED AGREES THAT THEY WILL BE RESPONSIBLE FOR THECOSTSOFCOLLECTIONOFANYUNPAIDBALANCE, INCLUDING REASONABLE ATTORNEYS FEES. The customer will be refunded 100% of any deposits ifcancelingthiscontractwithinthreedays. Cancellations made after third (3) business day, will result in the contractor retaining 30%of the total price as a restocking fee.
WARRANTY: (`) years covering defects in workmanshlp on complete re roof and 1 year on all repairs. Manufacturer warranty extended to Customer upon payment infullforworkcompleted. PRICES ARE GOOD FOR 30 DAYS AND AFTER ARE SUBJECT TO CHANGE. Contractor is NOT responsible for interior damage from waterpenetrationintoanystructureuntilthefinishedroofasbeencompletedthatisnotadirectactofnegligence. Contractor assumes no liability for damages to driveways, walkways, structure cracks to walls or ceilings or landscape that is not a d'Red act of negligenle by the Contractor.
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Product Manufacturer CertainTeed Corporation -Roofing
New Internet
Address/Phone/Email PO Box 110000Union Meeting Rd
Explorer Slue Bell, PA 19422
215) 274-2350
Steven.T.tawreyilAsalm-gobain.com
W)nrinWC UnrlAtf+
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Address/Phone/Emall
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AddreWP,hone/Email
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Florida Engineer or Architect Name who developed the
Evaluation Report
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Data Submitted
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Date Pending FBC Approval
Date Approved
Approved nor use in HVHZ: No
Approved for use outside HVHZ.• Yes
Impact Res Want N/A
Steven Lowrey
Steven.T.Lawmy@wint-gobaln.cem
Steven Lawrey
1400 Union Meeting Road
Blue Bell, PA 19422
215) 274-2425
Steven.T.Lawrey®saint-gobaln.com
B4!?809
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional
Engineer
SZ Evaluation Report- Hardcopy Recelved
Robert Nleminen
PE -59166
UL LLC
02/13/2016
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
85444 RS [OI TrInIN ERD - Nleminen.oi
StNDdn[d
ASTM D3161, Class F
ASTM D3462
ASTM 07158, Class H
Method 1 Option D
02/14/2013
02/20/2013
02/20/2013
04/09/2013
NJ—in-, PE PE -59166
Year
2006
2007
2007
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahl g07CSso... 10/10/2013
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Contact lit :: 1940 North Mmnme R'et. TallahaRee FL±2±99 Dhmne: B5n-iB7•]824
The State of Florida is an AA/EE0 employer. Cem aht 2007.201± State of Florida.:: Pdyacv Statement:: Amesslb4m, statement :: Refund Statement
Under Florida law, email addresses am public records. If you do not wart your e-mail address released In response to a public -records request, do not send elm*.Nc
mall to this entity. Instead, contact the oRice by phone or by traditional all. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, Homsem licensed under Chapter 455, F.S. must provide the Department with an small address it they have arse. The smalls
provided may be used for ogle al communication with the licensee. However emall addresses are ID l(Cfecord. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made avellable to the public. To determine If you are a Ocencee under Chapter 455, F.S., please cede Lusa.•
Product Approval Aceepes:
et:1
sceuritvN ritmv
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwd)gtahlg07CSso... 10/10/2013
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503QOTP,,INi-ryl ERD
353 CHRISTIANOXFORD, CT 106478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 3532.09.05-115
1400 Union Meeting Road - FL5444-R5
Blue Bell, PA 19422 Date of Issuance: 09/22/2005
Revision 5: 02/20/2013
SCOPE:
This Evaluation Report is issued under Rule 9N-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 designed to
comply with the 2010 Florida Building Code.
DESCRIPTION: CertainTeed Asphalt Roofing Shingles.
LABELING: Each unit shall bear labeling in accordance with the requirements of 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. TrinityJERD 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 manufacturerr its distributors and shall be available for inspection at the job site at the
request of the Buil Ing Official.
This Evaluation Repbconsists of pages 1 through 10.
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 02/20/2013
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. TrinitylERD 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. TrinitylERD 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.
IMhi:1 1 .16
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 Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2007
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 IOCA41303 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 IOCA44960 11/11/2010
UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 02/13/2016
t
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R5
Certlflcate ofAuthorizatlon #9503 FL5444-R5
Revision 5: 02/20/2013
Page 2of10
QOTRIN'ITYIERD
4. PRODUCT DESCRIPTION:
4.1 CT20TM, XTTM 25 and XTTM 30 are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.2 Carriage House Shangle®, Centennial Slate TM, Grand Manor Shangle®, Landmark TM,
Landmark TM Pro (formerly Landmark TM Plus), LandmarkTM Premium, Landmark T11 TL and
LandmarkTM Solaris are fiberglass reinforced, laminated asphalt roof shingles.
4.3 Presidential ShakeTM and Presidential Shake TLTM are fiberglass reinforced, architectural asphalt
roof shingles.
4.4 HatterasTM and Highland SlateTM are fiberglass reinforced, 4 -tab asphalt roof shingles.
4.5 Presidential Accessory, Accessory for Hatteras, Shangle Ridge TM, Shadow RidgeTM and Cedar
CrestTM are fiberglass reinforced accessory shingles for hip and ridge installation.
4.6 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Wind Classification:
5.3.1 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 (V,it = 194 mph). Refer to Section 6
for installation requirements to meet this wind rating.
5.3.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest
hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF
Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as
specified in manufacturer's application instructions, indicating the shingles are acceptable for us
in all wind zones up to VaSd = 150 mph (V„it = 194 mph).
5.3.3 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 All products in the roof assembly shall have quality assurance audits in accordance with the
Florida Building Code and F.A.C. Rule 9N-3.
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report 3532.09.05-115
FL5444-R5
Revision 5: 02/20/2013
Page 3 of 10
6.
QOTRINITYIERD
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
6.2
6.2.1
6.2.2
6.3
6.3.1
Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida
Statewide Product Approval, or be Locally Approved per Rule 9N-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.
CT20TM• XTTm 25. and XTTM 30:
LOW AND STANDARD SLOPE
ENGLISH 12" 12" 12"
305 mm) (305 mm)— (305 mm)—
I+1" (25mm) Sealant 1"(25mm)
1
5 5/e" (145 mm)
5 112 ,Pott mood
METRIC 13 /9' 131/0" 131/0"
111(25 "1m) Sealant_ lant 1"(25 mm):
Figure 11-3. UsefournailsforaMfdlsbingle.
6.3.1.1 Hip & Ridge: Cut Shingles
STEEP SLOPE
Use four nails and six spots of asphalt roofing cement* for every full
shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586
Type ii Is suggested.
I
Rooting Cement
Apply 1" (25 mm) spots of asphalt roofing cement
under each lab corner.
Figure 11-4.• Usefour natls and sir spots ofaspball am=t on sleep slopes.
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
25
2„ (50} Remove `
if 11 t1 —,
Remove-.
5 12 ( mm)
V V
tl s
l 12" 1
Cap _ — Cap — — Cap 305 mm)
JAzNa
Shingle Shingle Shingle 55)g svo
Q ar l
Figure 11-24. CW tabs, then lrbn back to nwbe cap shingles
Engltsb dimensions sbowr). l
Figure 11-25. Instaltatton ofcaps along the hips 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, L.L.C. Evaluation Report 3532.09.05-1115
certftfcate of Authorization #9503 FL5444-R5
Revision 5: 02/20/2013
Page 4 of 10
NTINITY I ERD
6.3.2 Carriage House Shangle® Centennial Slate"m and Grand Manor Shangle®-
LOW AND
STANDARD SLOPE
Use five nails for every full Shangle.
1.. _V
25 nm) I C )
F—
1616 mm) (220%)
Figure 17-9: C'se frrr ualts for etr7 fitff Crnud NanorSbangfe,
Carriage Ilouur Sbangle, or Cealennial Slate.
6.3.2.1 Hip & Ridge: Shangle® Ridge
STEEP SLOPE
Cse seven nails and three spots of asphalt roofing cement for every
full Grand Manor Shangle. Use five nails and three slots of asphalt
roofing cement for every full Carriage House Shangle and Centennial
Slate. Apply asphalt roofing cement P (25 mm) from edge of shingle
F7gnro I7-5). Asphalt roofing cement meeting M1 D1586 7) -pe II
is suggested.
FigureF7-5: Wben Installing Grand JlonorSbangles on steep slopes.
mw seven nails and lbreespols ofaspball roofing cement.
18, Remove tape
12' Exposure
from the right side
1' ; g• and fasten
J'' SECOND
theFasten
Remove
left side
85 s
RIGHT
This Tape FIRST
LEFT
Figure 1749: luslallallon ofbbalrgleo Ridge sbingles
Figure 17-18: Sluingleo Ridge. on hips 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 3532.09.05-115
Certificate of Authorization #9503 FL5444-R5
Revision 5: 02/20/2013
Page 5 of 10
TRINITYJERD
6.3.3 Landmark"'. Landmark TM Pro (formerly Landmark"" Plus) Landmark-^' Premium
Landmark""' TL and Landmark TM Solaris:
LOW AND STANDARD SLOPE
LANDMARK n
METRIC DIMENSIONS
12" 143/4" 12"
305 mm)-- •—(375 mm)—I—(305 mm) --i
1"(25 mm) Releas Tape 1" (25 mm)—I
1 th"
NailableT .
Area
STEEP SLOPE
Use six nails and four spots of asphalt rooting cement for ever}' full
laminated shingle. See below. Asphalt roofing cement should meet
ASTA1 D4586 7)Tte II. Apply 1' slots of asphalt roofing cement uncle
each corner and :u about 12" to 13" in from each edge.
METRIC DIMENSIONS
12'—
305 mm)
1"(25 mm)
Nail Area 1
For Steep
25 mm) ----
13'1" 13" 1311"
1—(343 mm)—l--(330 mm)—I—(343 mm)—
I--1" (25 mm) 1" (25 mm) --I
Figure 134: tise, four unilsjor eirq,fiill sbhtgle.
LANDMARK TL
2:
143/4" - —12"--
375 mm) (305 mm)
IeaseTape
i"(25mm) -1
1"
25 mm;
inn Cement
6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge TM
Figure 13-16.- S*dow Rk4p , .:
tbre&pisce units to inake 72 individud cab Pieces.
Figaro 13-5.• Use six nails and four spots of
asphalt mofng-neat on skrp slopes
9718'
250mm)
415/1G 415/16'
125mm) (125mm)
Notch for
Centering
150mm) (15omm)
1/4.7
i
mm) Notches for ANrimentm
the Top Edge of the Previous
Notch for
L Cap for55/8'(141mm) bwsure
Centering
12'
gym) ches for Allgnmentto r
p Edgeofthe Previous 180mm) L
the
r5'(125mm)Fxposure
J.
English Dimension
Figaro 13-5.• Use six nails and four spots of
asphalt mofng-neat on skrp slopes
9718'
250mm)
415/1G 415/16'
125mm) (125mm)
Notch for
Centering
1/4.7mm) Notches for ANrimentm
the Top Edge of the Previous
7518'
m) L Cap for55/8'(141mm) bwsure
Metric Dimension
E
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R5
Certificate of Authorization #9503 FL5444-R5
Revision 5: 02/20/2013
Page 6 of 10
TRINITYJERD
I Laying Notch
I
I
C
Figure 13-20: Use laying notcbes to center sbingles on Gips and
ridges, and to locate the correct exposure.
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.
6.3.3.2 Hip & Ridge, Option 2: Cedar CrestTM
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, please fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from
each side edge.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL@
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 3/4 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.
Handsaa:n0 ams4m
114- 4-
0 rmi) r 1(102mm)
34' 18 mm)
V25mm)
Dab of aaDha3 lcanambeM•aen 1•
shingle Layers (25 mm)
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R5
Certificate ofAuthorizatlon #9503 FL5444-R5
Revision 5: 02/20/2013
Page 7 of 10
LOW AND STANDARD SLOPE:
For low and standard slopes, use live nails for each full Presidential
shingle as shown below.
Nailing 40' +i
Guide ones (1016 mm)
133/i on)
141/4'
t 112 38 rtrrt) • (362 mm)
NOTE: Apply nails on painted guideline.
Figure 16-6 Fasteninghadden Md and Fnal&ntlat TL Sbalx
s& n& on torn and standard slopes
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
TRINITYJERD
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 hnes,,apply 4 nails 1"
above lab cutouts malting certain tabs of overlying shingte corer nails
1
V diameter asphalt rooling cement
Figure 16-7.• Faskn1ngkes1dentW and Fm i&ntkd T/L Shake
shin& on sleep &topes.
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 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 CrestTm hip and ridge shingles.
6.3.5 HatterasTM:
LOW, STANDARD AND STEEP SLOPE:
figure 15.3. raslening 11alleresSbIngles on
Loir aid Standard Slopes
For low and standard slopes, use fire nails for each fug
Ilaueras shingleas shown above.
Exterior Research and Design, LLC.
Certificate ofAuthorization #9503
figure 15-1. Awenig Iluaeres.lbilves ar uree.voprs
For sleep slopes. use Gse nails and eight spas of asphak roofing
cement for each full Ilmteras shingle as shorn abose. apply I'
25mm) diameter spas of rooling cemem (ARM D 4586 7)pc 11
suggested) under mch tab corner. Press shingle into place, do not
crpose cement.
CALMOY: Too much rooling cement can curse shingles to Mister.
Evaluation Report 3532.09.05-R5
FL5444-R5
Revision 5: 02/20/2013
Page 8 of 10
TRINITYJER*D
6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras
Figure 15-14.• 18 three piece units separate to make
54 Hatteras Ax4essory sbingles
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.
6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles
9"
I (230 mm)
Faster
460 mm) W&Ijanpgy---I--- ia" (203mm)I Sa`-- 460 mm)
Cap CapCap
Shingle Shingle Shingle
Figure 15-20: Cut Hatteras s&n& to make corer cap. Figure IS 21: Installation of caps along hips and ridRes.
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 3532.09.05-1115
CertiFcate of Authorization #9503 FL5444-R5
Revision 5: 02/20/2013
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C
TRIN'ITYJERD
6.3.6 Highland Slaterm:
LOW AND STANDARD SLOPE: STEEP SLOPE:
r g _ Use FIVE nails and EIGHT spots of asphalt roofing cement* for each
full Highland Slate shingle. For Miami -Dade, SIX nails are required.
Apply 1' diameter spots of asphalt roofing cement under each tab
t. -as mmt ' , t-4 L comer. Asphalt rooting cement meeting ASTM D4586 Type If is suggested
Mki i-Dede mquku
six nab (W nags
Insum over cerdw
clad as drown
Figure II -3: Use FIVE nails for eamy IHgbland &Yate shingle.
j`aroRa Ro R37eei"`
w2:.
d
Renin) RS mm)
oss
h4emFDntle reQlife9 1' RS mm) (240 ^^)
SIX neie(em osis , — —
WA32ed mr m*r
CAM dchem} --
Roofing Cement
Figure II Set Use I1VB nails and eigbi spots ofaspbalt
roofing center; t tindereacb tab corner.
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
6.3.6.1 Hip & Ridge, Option 1: Refer to instructions herein for Cedar CrestTM or Shangle RidgeTm 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.
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
9N-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, LLC. Evaluation Report 3532.09.05-R5
Certificate of Authorization #9503 FL5444-R5
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Page 10 of 10
i
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit #: K_ — adv
I, A/Ab 01tii hereby acknowledge that I personally inspected
Roof deck nailingrV Secondary water barrier work
at r) q3/ W and have determined that the work
Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to
Sec ' n 837. F.S.
Signature of Co Date
Printed Name of Contractor License # i
License Type: General Building Residential oofmg Contractor
or any individual certified in accordance with F. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF O Ira A9--
Sworn t (or affirmed) and subscribed before U 20 jj:, by
di ft L 2z8 , who's Personally Know`. me r has Produced (type of
identification) a '
SEAI?
Signature of Notary Public
State ri a YP B'
MIC7LAKNotary Puida':
iy' omm.016ofNotaryPublicill6ck,C dommis0