HomeMy WebLinkAbout209 Willowbay Ridge St (2)CITY OF SANFORD
DEC 1 5 RECD I BUILDING & FIRE PREVENTION
PERMIT APPLICATION
LB ' �`� — ' Application No: "35, 51
Documented Construction Value: S t 2 . ?DCo
Job Address: de� o "Lo -1- ' Historic District: Yes ❑ No ❑
Parcel ID: 22 ' Iq '30 • 902-' C10oo ' 1300 Residential ® Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work:
Plan Review Contact Person: ' / //al a_ LA--'rjffj2V I Title:
—
Phone: 3213 }�O-F,85 Fax: 3lQQrrP--T�3 SbS 3 Email: 47l 4—&> Li,Q, pLry s 2&±1a1(ej, com
Property Owner Information /
Name MLA�� m I rl �l.altno►/L,C/J a Phone:X14' �V I •3 Z3
Street: .206YJ.hL&u 54-
0
City, State Zip: E 3
Resident of property? :
Contractor Information
Name Lia LL I Phone: �/a 7 ---�3 Z '-�L26 -2--
Street:
Street: b -w L-9 f2LC- Fax: 40 22 g -�L(f L// 7—:3
City, State Zip: r fq, .3 State License No.: C6- / 33 Ot'ot� .
Name:
Street:
City, St, Zip:
Bonding Company:
Architect/Engineer Information
Phone:
Mortgage Lender:
Address:
v
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 perfonned 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent rAte
Print etor/Agent's Name
Signature of Notary -State o arida Date
ANNETTE SCOTT
Notary Public - State of Florida
My Comm. Expires Jan 16. 2018
Commission # FF 071760
ype
BELOW IS FOR OFFICE USE ONLY
to 1�lelar
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 ❑
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 Perini, Application
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: (2 '13 -1(,-
I
1(,-
I hereby name and appoint: I ' Tka os L" e— f, -
an agent of: kt 1'ev' mL —"I 'Oe'f \I Lz— e' -
(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):
All permits and applications submitted by this contractor.
or
D The specific permit and application for work located at:
(Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: C is C"� at—VIVI et,I
1 2 • 13 • l --
State License Number:
F
Signature of License Holder:7jr e 49 a-Af-
STATE OF FLORIDA -
COUNTY OF 5 (SoiI %,,�0Ler
The foregoing instrument was acknowledged before me this qday of�
20110, by T- 2;A tti ��SL� �1 ✓►+ r'w-� ( who is -q personally known
to me ory who has produced as
identification and who did (did not a an oa
(Notary Seal)
IT9 M-1
u= Expires: January 11, 2ti
r��kh „fitBar6dIto AMM KM
(Rev. 8/06/13)
Signature
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
A 4111111111111. ci;jA Central
Homes
1445 Dolgner PI. Sanford, FL 32771 office: 407.732.7262 centralhomesoffice@gmail.com
Date: 11/10/2016
Customer Info: Steven M. Quinones
Job Address: 209 Willowbay Ridge St., Sanford, FL 32771
PROPOSAL -CONTRACT maim
WE PROPOSE THE FOLLOWING AT THE ABOVE LOCATION:
A. Tear off and haul away the existing shingle roof system (one layer). An additional $30/sq. for removal of each
unforeseen additional roof layer will be added.
B. Inspect the roof sheathing fastening system and supplement (re -nail).
C. Inspect the roof decking and repair as necessary on a per lineal or per piece basis as described below.
D. Supply and install one layer of Rhino Synthetic felt underlayment.
E. Supply and install new 4 ft. ORV for proper ventilation.
F. Supply and install new 2 %" eave drip.
G. Supply and install Bullet Rubber boot flashing for plumbing stacks.
H. Supply and install a modified underlayment in all valleys.
L Supply and install Certainteed XT -25 3 -tab shingles.
J. We will obtain and pay for a permit and obtain all required inspections.
K. Upon completion, all roofing debris will be picked up and taken away. L' 5 S bgre c i 64 ,
L. Detach & Reset 7 existing Hot Water Heater Panels. 3. /04,1T
M. Remove -&-Replace 1 existing Hot Water Heater Panel. ^ / ,�a/ • 3
PRICE: $12,806.48 Payment Terms: Balance due upon completion of job.1' i to I- 3
**A surcharge of 3.5% will b adde# to above price if paying with a credit card.
?y wh7'i� ovc V- 'Mc r 4Gd vv^ -1
Optionl- Supply & Install Solar Attic Fan (extracts hot air from attic w/ 25 yr. motor warranty). Add $785.00 Initial here
Option2- Supply & Install Ice & Water Shield Peel & Stick underlayment (Secondary Water Barrier and Home Insurance
Premium Discount). Add $1,225.00 Initial here
Optlon3- Supply S Install Certalnteed Landmark Pro Shingles w/ Litetime Warranty. Add $2,626.00 Initial h re
.vw% 0 cell i Ir o7za"o�
Any unforeseen decking repairs and/or wood rot repair will be done at a cost of $66.00 per sheet of plywood
and/or $6.00 per lineal foot of fascia.
WARRANTY: Central Homes LLC, 7 -year workmanship warranty.
This proposal Is null and void If not accepted within 10 days of the date referenced in this proposal due to price volatility in
asphalt -related products.
I have read and accept the Addi Tonal Terms and Conditions printed on the back of this page. The prices, specifications and conditions of this proposal
are satisfactory and are hereby ccepted and Central Homes LLC is authorized to do the work as specified. Payments will be made as outlined in this
proposal.
ACCEPTED: y DATE ""/ Awa
ACCEPTED: DATE
Central Homes Representative Date
�ec arl/(� — 11/38S• 17 = �41,ost6 31 A941*33)
(71h -f- C F ,,r9Ya.dc 4 �(0ate-�
e g (� e , -� / ,
� c 1, c. d.c..�SZz 'f `v wu�' IC try, Ya DT
Central Homes Roofing & Flooring State of Florida License CCC1330609
11/22/2016
1
SCPA Parcel View: 22-1330-502-0000-1300
I
Property Record Card
1110141-M cm Parcel: 22-19-30-502-0000-1300
1PWOMM& Owner: QUINONES STEVEN & MIRIAM
�wconuMK6MOROAProperty Address: 209 WILLOWBAY RIDGE ST SANFORD, FL 32771
Parcel Information
Parcel
22-19-30-502-0000-1300
Owner
QUINONES STEVEN & MIRIAM
Property Address
209 WILLOWBAY RIDGE ST SANFORD, FL 32771
Mailing
209 WILLOWBAY RIDGE ST SANFORD, FL 32771
Subdivision Name
PRESERVE AT LAKE MONROE
Tax District
S3-SANFORD-WATERFRONT REDVDST
DOR Use Code
01 -SINGLE FAMILY
Exemptions
Land Value (Market)
Legal Description
LOT 130
PRESERVE AT LAKE MONROE
PB 62 PGS 12 -15
Taxes
Value Summary
Tax Amount without SOH: $4,768.00
2016 Tax Bill Amount $4,768.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
2017 Working
Values
2016 Certified
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
1
1
Depreciated Bldg Value
$195,733
$187,186
Depreciated EXFT Value
$16,128
$16,690
Land Value (Market)
$34,000
$34,000
Land Value Ag
$245,861
County Bonds
Just/Market Value "
$245,861
$237,876
Portability Adj
$100
No
Save Our Homes Adj
$0
$0
Amendment 1 Adj
$0
$0
P&G Adj
$0
$0
Assessed Value
$245,861
$237,876
Tax Amount without SOH: $4,768.00
2016 Tax Bill Amount $4,768.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value Exempt Values
Taxable Value
Page
County General Fund
$245,861
$0
$245,861
Schools
$245,861
$0
$245,861
City Sanford
$245,861
$0
$245,861
SJWM(Saint Johns Water Management)
$245,861
$0
$245,861
County Bonds
$245,861
$0
$245,861
Sales
Description
Date
Book
Page
Amount
Qualified
Vac/Imp
WARRANTY DEED
9/1/2016
08781
1343
$290,000
Yes
Improved
CERTIFICATE OF TITLE
9/1/2014
08338
0446
$195,000
No
Improved
QUIT CLAIM DEED
9/1/2013
08124
1501
$100
No
Improved
WARRANTY DEED
11/1/200807097
0471
$285,000
Yes
Improved
CERTIFICATE OF TITLE
11/1/2008
07092
0221
$100
No
Improved
WARRANTY DEED
10/1/2004
05497
0508
$244,300
Yes
Improved
Find Comparable Sales
Land
Method Frontage Depth Units Units Price
Land Value
LOT I I 1 I $34,000.00
1 $34,000
Building Information
http://parceldetail.scpafl.orgIParcelDetail Info.aspx?PID=22193050200001300 1/2
11/22/2016
SCPA Parcel View: 22-19-30-502-0000-1300
# Descripbon ' Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value
ActuallEtlecbve
1 I SINGLE FAMILY 12004 I 13 I q I IQ 1,5321 4,081 I 3.479 I FINSHCB/STUCCO $195,733
Permits
Repl Value Appendages
$205,494
Description
Area
GARAGE
459.00
FINISHED
00786
OPEN
SANFORD
PORCH
143.00
FINISHED
ADDITION - RESIDENTIAL
UPPER
$30,000
STORY
1947.00
FINISHED
SANFORD
Permit #
Description
Agency
Amount CO Date
Permit Date
00786
ADDITION - RESIDENTIAL
SANFORD
$2,329
11/302005
00535
ADDITION - RESIDENTIAL
SANFORD
$30,000
10252004
01482
NEW -RESIDENTIAL
SANFORD
$152,186 9/142004
2/162004
Extra Features
Description
Year Built
Units Value New Cost
SOLAR HEATER
1/12005
1 $0
POOL 2
1/12005
1 $14,000
$20,000
GAS HEATER
1/12005
1 $440
$1,100
FIREPLACE 2
2/12004
1 $1,688
$2,500
http://parceldetail.scpafl.orgIParcelDetail Info.aspx?PID=22193050200001300 212
QOTRINITYIERD
EVALUATION REPORT
CertafnTeed Corporation
18 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorirotion //9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 3532.09.05-119
FL5444-RB
Date of Issuance: 09/22/2005
Revision 9:03/06/2015
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 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.
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 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile sal •pparing was authorized by Robert Niemmen,
P.E. on 03/06/2075. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named clkm
CERrIFICATION 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. Trinityl 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.
QOTRINITYIERD
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
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 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 D3261
OSNK07049
04/15/2005
UL (TST 1740)
ASTM D3161
OSNK26778
05/12/2005
UL (TST 1740)
ASTM D3161
05CA16778
05/12/2005
UL (TST 1740)
ASTM D3261
05NK14836
05/22/2005
UL (TST 1740)
ASTM D3161
05NK228M
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
09CA29873
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 D71S8
IOCA41303
10/27/2010
UL (TST 1740)
ASTM D3161 & D3462
IOCA44960
11/11/2010
UL LLC (TST 9628)
ASTM D3161, D3462 & D7258
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 (QUA 9625)
Quality Control
Service Confirmation
Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
4.1 CT20'", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.2 Carriage House Shangle', Centennial Slate'", Grand Manor Shangle', Landmark", Landmark" IR, Landmark'" Pro,
Landmark'" Premium, Landmark'" TL, Landmark' Solaris and Landmark'" Solaris IR are fiberglass reinforced,
laminated asphalt roof shingles.
4.3 Presidential Shake`", Presidential Shake" IR and Presidential Shake TL`" are fiberglass reinforced, architectural
asphalt roof shingles.
4.4 Hatteras", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles.
4.5 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.
4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge`", Shadow Ridge", Cedar Crest'" and Cedar Crest'" IR
are fiberglass reinforced accessory shingles for hip and ridge installation.
4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions.
Exterior Research and Design, LLC. Evaluation Report 3S32.09.OS-R9
Certificate of Authoriradon #9503 FLS444-RO
Revision 9:03/06/2015
Page 2 of 9
QOTRINITYIERD
5. UMITATiow
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 Vrrd = 150
mph (V,d, = 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 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 V.sd = 150 mph (V,,,, =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 4.5 exceeds the calculated uplift force (FT) at a maximum design wind
speed of Vnd = 150 mph (V,,,, = 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 611320-3.
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's
minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3.
6.2 Installation of asphalt shingles shall comply with the 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.
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.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9
Certi/irate ofAuthorirodon M9So3 FL5444-R8
Revision 9:03/06/2015
Page 3 of 9
6.3.1
6.3.1.1
6.3.2
CT2W', XTr` 25, XT" 30, XTr" 30 IR:
LOW AND STANDARD SLOPE
ENGLISH 12" 12" 12'
-(305 mm) (305 mm) -(305 mm)
i (► 1" (25 mm) _ Sealant 1"(25 mm)-�(
5 s/e" (t 45 mm)
5 r&-fatbm rsvod
METRIC 13t/e" 131/e•' 13Ve" -
t•'(25mm) —Sealant r'((25"n
s t,a
Figure 113: Usefour nailsfor eueryfrdl Shing!&
Hip & Ridge: Cut Shingles
t"-�I� M—"'—
-
(25 mmII�305 mm)Shi�nplo1
Figure] 1.24., at tahs,'1bm Mtn back to nna& cop sldrlSres
(ft0lb dimensions sbo-).
��TRINITYJERD
STEEP SLOPE
use four nails and six spots of asphalt roo0pg cement, for every full
shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586
Type II is suggesuid.
1 -
Rooling Cement
Apply 1" (25 mm) spots of asphalt mollnp cement
under each tab corner.
Figure 11.4: UvtJbur nags andstr spots Qfattohall aanent on slurp sbpa
.CAUTION: Excessive use of roofing cement can cause shingles
to blister.
5:12^(305mm)•%%Ij5`
'(125 mm) � %\
Spars
%\ `, �.gtce�l
v-0
�115N11. WtN°ta`°°fl
Figure 11.25: lndapalion of cups along The hips and iUM..
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.
Carriage House Shangle°, Centennial Slate'" and Grand Manor Shangle°:
LOW AND
STANDARD SLOPE
Use Ore oaths for every full Shingle.
L mm)Eli
5111"e(te mm)(!20 nun)
Figure 17.4.• Usefir nalLrfor nary full Grand ManorS_hangler
Cmrkp (louse Shingle, or Cenleunial State.
STEEP SLOPE
Use seven nails and three spots of asphalt roofing cement for etcry
full Grand Manor Shmnglo. Ilse five nails and three spots of asphalt
roofing cement for every lug Carriage (louse Shingle and Centennial
Slatc. Apply asphalt roiling cement 1- (25. mm) from edge of shingle
(Figure 17.5'). Asphalt roofing cement meeting AM'D4586 Type 11
is suggested.
F¢ure 17-5: When fnslai ing Gnmd Manor S&mglrs on stoup dupes,
use ween nalls and three spots ofaspbaU rooj7ng content.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9
Certificate o/Authorisation 4'9503 FLS444-Rg
Revision 9:03/06/2015
Page 4 of 9
6.3.2.1 Hip & Ridge: Shangle' Ridge
Figure 17-18.• SbanRle• Ridge.
QOTRINITYIERD
�- 18' Exposure Remove tape
from the right side
8' and fasten
SECOND
Fasten the
left side 85/e RIGHT
FIRST
LEFT
Figure 17-19Inslallalion of S&mg10 Ridge sbingles
on b/ps and ridges
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.
6.3.3 Landmark'". Landmark'" IR. Landmark'" Pro (formerly
Landmark'" Plus), Landmark'" Premium, Landmark'" TL,
Landmark'" Solarls, Landmark'" Solaris IR:
LOW AND STANDARD SLOPE
LANDMARK TL
W/r, 13" 13+/t -
METRIC DIMENSIONS
f--(343 —)—t --(33D MM"—(343 mm
12" 143/4" 12"
- - 1-1'(25 mm} )" (25 mm) --I -
--(305 mm)– --(375 mm)~ --(305 mm)---{
ro+�owo��e r.r.rR.w� re�w��.ar
i I--1" (25 mm) Rem Tape 1" {25 mm)—"1
11h"
NailaWeT–
,tea
Imoo 0/34.-aw buroafirja1er"Y iOsbfx e -
STEEP SLOPE
LANDMARK 11
Use ax nails and four spots of asphalt rooting cement for every full
t3+lt• t3" t3+/r'
laminated shingle. See belom Asphah roofing cement should meet
(343 mm) ON mm) (343 mm1
ASTM D4586 7)'pe II. Apply I' spots of asphalt tooling cement uncle
each comer and a1 about 12' to 13" in from each edge.
t (2rmtl t"CLSmm)
I 1
METRIC DIMENSIONS
1
(25-)
. Rooana Gn•m
12"— 143/4*' 12"
(305 mm) (375 mm) 1305 mm)
Fljme 13.1: thesty no* Wdfoorrpobof
rwv:�vx;mr•
rlV--1"(25mm)
Relrazef --
Na61 Atea 1
i"(25mm)—i
� �T
(25 mm) 1117 (25 mm
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Certificate of Authorization #9503 FL5444-R8
Revision 9: 03/06/201S
Page 5 of 9
6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'"
PI
Figure 13.16: ShadowRlafgaaaacwrysbingfizsdelarGeasilyfont
d»ae-plem units to mata,72lndividiud cap pfacm.
Ir
I-- (3Mmm)
1; c'—.
(150mre) 1 (150mm)
QoTRINITYIERD
971✓f
(125mm) I 025mm)
116th for
7
I
Ceoterinp
Cpm)
NddlestorAllpnrrelgto
( m)
the Top Edged the Previous 196
(Imn
the Top Edpc of the Previous
0ap1or55B'(14lmm)B(posure
t
Capfor 5'(125mrn) Exposure
English Dlmonsbn
QoTRINITYIERD
971✓f
(125mm) I 025mm)
�pr,3rrnn) "i
l �I',1 //r Layin9NoW
.d /,
I I
I I
oswro)
,, I I 11 f
FISwe 13.20. Use laying nokbes to centersbirtgk:r on bipu and
ridges, and to locale the const! erposara
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 Crest", Cedar Crest" 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, LLC.
Cartificate of Authorization #9503
Evaluation Report 3532.09.05-R9
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Revision 9: 03/06/2015
Page 6 of 9
Centering
7
I
131/4' v\ �
7
(337mm) Notches forNipnmemto
7518'
( m)
the Top Edged the Previous 196
(Imn
0ap1or55B'(14lmm)B(posure
t
Metric Dimension
�pr,3rrnn) "i
l �I',1 //r Layin9NoW
.d /,
I I
I I
oswro)
,, I I 11 f
FISwe 13.20. Use laying nokbes to centersbirtgk:r on bipu and
ridges, and to locale the const! erposara
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 Crest", Cedar Crest" 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, LLC.
Cartificate of Authorization #9503
Evaluation Report 3532.09.05-R9
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QOTFUNITYIERD
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.
Ne�dsrilno.an.air T
( mn► � ItOtreml
t•
0 befasphell
_frimm
WWII betav" (PUS
6.3.4 Presidential Shake". Presidential Shake"' IR. Presidential Shake TL"':
LOW AND STANDARD SLOPE: STEEP SLOPE
Por low and standard slopes, use Bme naps for each PoII Preadenllal Por steep slopes, use Mne nails for each f th PresWmOal shingle and'
shingle as shown below. apply I • diameter ?poll of asphah rooling cement under each shingle tib.
Afar applying S nWJs In between the naWng gulde Imes, apply 4 nab I •
Nallnp t• 40' aimte tab cutouts nuildng certain tabs of otirrhtng shingle cotter nakh
Guide Unca (1016 mm)
14 1(4'
t tri 3e mm) (362 mm)
NOTE: Apply nails on painted guideline.
Rpm I"- Faslcnfng NedecnAd and PhalArnlfal TL SOam
sbinglas on lord and srmrdanislopm
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
1
_ T
V diamebr asphalt ruohng cement t
FOM I&A festorotp Praid ntfd and Amlenldaf TTL $hats
sbfrl* on steep #Vm
Presidential accessory shingles can be used for covering hips and
ridges. Apply shingles up to the ridge (expose no more than 7' from.
the bottom edge of the "tooth." Fasten each accessory with two fas-
letters. The fasteners must be 13/4' long or longer, so they penetrate
eithei 3/4' into the deck or completely through the deck. Presidential
accessorycomes in two different sizes: Accessory produced In
Birmingham, AL is 1'L• x 12% Portland, OR produces 97/s' x 131/4'
accessory.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL' Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9
Cerdficate oJAuthorkotfon #9503 FL5444-R8
Revision 9: 03/06/2015
Page 7 of 9
6.3.5
6.3.5.1
6.3.5.2
Hatteras'"':
tft STANDARD AND STEEP SLOPE:
ngtw 13.3: Riern/nt narrerasA agfes on
toram(standarA1bPer
For ba and sundutl slopes, use Gee nails for each run
Ibatems sWngk as shtmn abae.
Hip & Ridge, Option 1: Accessory for Hatteras
��TRINITYJERD
FjpaaI5•hAarwigft— -VVgWoaseiQsbpts
For corp dopes, ose ae nub and d&N spas of as*b tooling
cement for cub full Valetas shingle a shot a oboe. Apply 1'
U$mm) dbmeeer spas of tooling cement (ASIM D 4586Ifpe 11
suggested) ander curb tab corner. Press shugle Into place, do not
expose anent.
cAunoN. tbo macb took cement can arse $bin& to bitter,
Figum 15-14: 18lbreu piece rants separate to make
j4 NatWwAecessory sbingfes.
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
meg,
(230 MMI)
I I
-- ------y--
460 nim) (203
.. �•`25tcac�
Cap Cap Cap Cap
Shingle Shingle Shingle Shingle
F18me 15.20.- Cat Hallaas sbmgkrs 10 make coxa cap Figime 15-21:1ns1aQallon of caps alonR bips and ridgy
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, I.I.C. Evaluation Report 3532.09.05-R9
CortfJkoto of Authoriradon #9503 FL5444-R8
Revision 9: 03/06/2015
Page 8 of 9
6.3.6
6.3.6.1
6.3.7
7. LABELING:
Highland Slate'". Highland Slate'" IR:
LOW AND STANDARD SLOPE
figura 11.3.- Use FAW na0sfirecrry 11igNand We sNnola
QOTRINITYJERD
STEEP SLOPE
Use F1518 malls and 5I6t1T spots of asphalt roofing c¢menr for each
full Highland Slate shingle. For f tlami•Dade, SIX nails are required.
-Apply I' diameter spots of asphalt roofing cement under each lab
Cromer. Asphalt roofing cement meeting ASTM D4586 Type II Is suggested.
PdantDdunqui"
M A080 onb
xtmn+,e own",
Wool a dam),
figure 113A: Use MW roils and elgbt *Pis Vaal all
ropfirN canml undereacb lab corner.
*CAUTION: Ezcessl,e use of roofing cement can cause shingles
to blister.
Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR or Shangle Ridge" hip and
ridge shingles.
Patriot'":
LOW AND STANDARD SLOPE
Use FOUR nails for every full shingle located as shown below.
Salrnt
d,ra. --�•a—sal —; — — r ias�r=
nse�l 1 I
STEEP SLOPE
Use POUR oa is and four spas of asphalt roofing cement for every full
shingle as shown below. Asphalt roofing cement meeting ASI',tt D4586
7�1)e II is suggested. Apply 1'(25 mm) spots of asphalt roofing
cement a, shown.
CAUTION: Excessive use of roofing cement can cause shingles to blister.
------------
6-n: ,
paw n 0 0 0
T—
F-
_I ovaamoa �}` On� � }` �� 1
Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'" or Shangle Ridge'" hip
and ridge shingles.
7.1 Each unit shall bear a permanent label with the manufacturers 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 61(320.3 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-R9
Certificate of Authorisation #9503 FLS444-R8
Revision 9:03/06/201S
Page 9 of 9
0
THIS INSTRUMENT PREPARED BY:
Name: Roo-ut 'T: IBL' r-yAkfE�
Address: 1 ot'd'5 C?p —r 'WL-1�\\\
l-ah164a00 og rL vb2-1 Sb
NOTICE OF COMMENCEMENT
Permit Number. 3-2,,S I
Parcel ID Number: roi�ai -�9- 30 -Scra— 0000 -Moo
MARYANNE MORSEr. SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BY. 8823 Ps 172 (1P9s)
CLERK'S : 2016128633
RECORDED 12/12/2016 03:09:24 PM
RECORDING FEES $10.00
RECORDED BY Wevore
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 description of the property and street address if available)
L -0-r 130 ?q -V -SE* -V& OA- t --K r4ok-4a-uE. P6 -s
2l 09 W I LA -10W W tfbrfau R-\.0 6e -M-7-
2.
M-T2. GENERAL DESCRIPTION OF IMPROVEMENT:
rCLEs t offlXTra-k. R -E^
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT.
Name and address: M\tl%Ar-';4 '► t- SN'I5y S rA Q V IryONt£ S -,a Ocil�l�lO�JiG
Interest In property:
Fee Simple Title Holder (if other than owner listed above) Name:
4. CONTRACTOR: Name: ',.L IF-, v. -M
Address: t925 PSE AINE.'� i
S. SURETY (If applicable, a copy of the payment bond Is attached):
Phone Number LAQ-t-1324-'\a(.a
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as providecLby Section
%713.13(1)(a)7., Florida Statutes. o 0
z
Name: Phone Number:
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.
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) E " -
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMEIJCEMENEf AREE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RE Ef1?fffOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND P `OdO THIS
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
:BEFORE COMM NCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
(�A
t,
(signs re of Owner or Lessee, or owners or LOSSCOS (Print Name and Provide Signatorya Oe/OI )
Authorized Ofrter/Direotor/PartnerNanager)
State ofVL-O tAC) A, County of S MWWI,-7L-T
The foregoing instrument was acknowledged before me this day of 1✓�L' , 20
by —3 -my Cya aV\.bafO sus Who Is personally known to me%4 OR
Name of person making statement
who has produced identification. qf type of identification produced: 06 52 - 99 3 - 60
� �G
Ow Dam mm
Commission # M49591
Ey.�ires: January 11, 2020
ttru A-� P!n?aiq
N Signature
5 e u k.,AB
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit #: (6 — -35 9-1
I'TRAvy c-�SAt-f'n4�m hereby acknowledge that I personally inspected
XRoof deck nailing and/or 0 Secondary water barrier work
at of 0 9 W 1Vft6e- 5T•S A-K\2CYZD_ r.--l."bo?-ht 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
Section 837.06 F.S.
Signature bf Contrctor
Tr RC1 sc-c7 �,cs�m�.t
Printed Name of Contractor
�a a,
Date
License #
License Type: 0 General 0 Building 0 Residential iXRoof ng Contractor
0 or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF sly M t wv (X
Sworn to (or affirmed) and subscribed before me this -a day of !�L , 20 (o , by
r.-" .C►9 LZ -p0 -k -M cwt , who is XPersonally Known to me or has 0 Produced (type of
identiri n as identification.
(SEAL) . ow %A VON
Signature o o ary Public: Commission i FF94W
Sate of Florida
Expires: January 11, 220�Sc���v�� n1v►�oz 13aN1hroAaw
Print/Type/Stamp Name
of Notary Public
3