HomeMy WebLinkAbout129 Rabun CtC)
c! iU
Permits PluRECEIVED
s•
LLC CITY
OF SANFORD s
p,
Q, Box 665 OCT 1 i 2010 Ocala,
FL 34478 BUILDING & FIRE PREVENTION µ= (
352)
s61-Plus (7587 PERMIT APPLICATION t
1j4 n . 06 Application
No: `I Documented Construction Value: Job
Address: ,Zq tabu n Ct - Historic District: Yes No Parcel
ID: 6:7 _zb - P, I " cSV if M -obs Zoning: Description
of Work:' Q Ce. ) W % n Ck ou-I&S Plan
Review Contact Person: Arm i'tS_?1nQ LLC Title: Anp-nt Phone: ]:
bZ-$(DI ' 75Tr/ Fax: !i5%-9,(al-- 58a _ E-mail: 'f i cyIL1CLu rY1(110 Property
Owner Information Named
Phone:4bi Street:
N bu In i- Resident of property?: City,
State Zipsi*` & rt l 1 1r. 32,113 Contractor Information
Name ( nwes
i4[,M2. en*,is i ac . -Wer CaBbio Phone: 6 r15a7 Street: g5
Zq Soufih -jh r k _ i rcl2. 44.3 0 Fax: City, State
Zip• O f lanclo FL 32514 State License No.: Architect/Engineer
Information Name: 01
P Phone: P Street: r,
I e Fax: N P U City,
St,
Zip: NIP E-mail: Bonding Company:
1a {' Mortgage Lender: i`ti I P Address: N
I f' Address: ! # Building Permit
8( Square. Footage:
PERMIT INFORMATION
Construction Type:
No. of Stories: No. of
Dwelling Units: Flood Zone: Electrical New
Service —
No. of AMPS: Mechanical (Duct
layout required for new systems) Plumbing New
Construction -
No. of Fixtures: Fire Sprinkler/
Alarm No. of heads:
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.
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.
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.
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. A copy of the, executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date
Print owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Its la ID
S 4r..FC.;geor/At Date N
Print
Contractor/Agent' _ ante.pf/
J/ ,
u alp- 10 xLtanature
of Notary -State OIE]Qdk Apj%^IvyDate ANNE
S. KU1v11-LlNv MY
COMMISSION # DD601480 EXPIRES:
October 21, 2010 FI.
Notary Diswunt Assoc CO. Contractor/
Agent is I/ Personally Known to Me or Produced
ID Type of ID APPROVALS:
ZONING: M44L: ![q& UTILITIES: WASTE WATER: _ ENGINEERING:
FIRE: BUILDING: 6
COMMENTS:
Rev
11.08
LIMITED POWER. OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: 7-25-10
I hereby name and appoint: CHRITY GALAS, GREG GALAS, JENNIFER FOGEL, DONNA MALVAR, CHARITY SCHWINGEL
an agent of: LOWES HOME CENTERS INC
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):
0 All permits and applications submitted by this contractor.
p The specific permit and application for work located at:
Street Address)
Expiration Date For This Limited Power Of Attorney: 7-25-11
License Holder Name: PETER ANTHONY CAFARO III
State License Number: CGC1508417
Signature Of License Holder:
STATE OF FLORIDA
COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this 25 day of JULY
200 10, by PETER CAFARO who is personally known to me/
or who has produced PK
as identification and who did/did not take an oath..
Notary Sea])
Signature
ANNE S ROMANO
Print or Type Name
Notary Public — State of FLORIDA
Commission Number DD601480
My Commission Expires: 10-21-2010
rrrn:..,.nnr4 nrnn, d .r.,atrws.",
ANN fZO vIf1NU
v ro ls c•<:: Ire! Aso
Q!' X"Rta: CA".olvi
i
uti..a UP ltNL:''+l:ilM1M1tV'Ir'!Y'^Ily'+J:
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAYIDJdkW N, CTA ASA
P*11PERTY
Y
ff"ASER
ur
r
J4 , 3
iMINOLE6C6UNTY FL
11g1 E. Rk45T SANFORD
FL 68 3277t-30 1tA13UN 1:T VALUE
SUMMARY VALUES
2011 2010 Working
Certified Value
Method Cost/Market Cost/Market GENERAL
Number of Buildings 1 1 Parcel
Id: 07-20-31-507-0000-0380 Depreciated
Bldg Value 53,329 53,798 Owner:
CANFIELD LYNDALL A & HESTEL 0 Depreciated EXFT Value 1,522 1,589 MailingAddress: 129 RABUN CT Land
Value (Market) 16,000 16,000 CIty,State,ZlpCode: SANFORD FL 32773 Land
Value Ag 0 0 PropertyAddress: 129 RABUN CT SANFORD 32773 Just/
Market Value 70,851 71,387 SubdivisionName: SANDRA SOUTH UNIT 1 Portablity
Adj 0 0 TaxDistrict: S1-SANFORD Save
Our Homes Adj 617 2,999 Exemptions: 00-HOMESTEAD (1994) Amendment
1 Adj 0 0 Dor: 01-SINGLE FAMILY Assessed
Value (SOH) 70,2341 68,388 Tax
Estimator Portability
Calculator 2011
Notice of Proposed Property Tax 2011
TAXABLE VALUE WORKING ESTIMATE Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 70,234 70,234 0 Amendment
1 adjustment is not applicable to school assessment) Schools 70,234 25,000 45,234 City
Sanford 70,234 45,234 25.000 SJWM(
Saint Johns Water Management) 70,234 45,234 25,000 County
Bonds 70,2341 45,234 25,000 Potential
Portability Amount is $617 The
taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES
2010 VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp Qualified Tax Amount (without SOH): 547 QUIT
CLAIM DEED 05/2002 04398 1834 $100 Improved No 2010 Tax Bill Amount: 524 WARRANTY
DEED 05/1978 01169 0577 $31,900 Improved Yes Save Our Homes (SOH) Savings: 23 WARRANTY
DEED 02/19178 01156 0534 $100 Vacant No 2010 Certified Taxable Value and Taxes Find
Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND
Land
Assess Method Frontage Depth Land Units Unit Price Land Value LEGAL DESCRIPTION LOT 0
0 1.000 16,000.00 $16,000 PLATS Pick... 1. BUILDING INFORMATION
Bid Num
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1
SINGLE
FAMILY 1976 6 1,046 1,479 1,046 EW CONCRETE BLOCK $53,329 62,556 Appendage / Sgft
OPEN PORCH FINISHED / 56 Appendage / Sgft
GARAGE FINISHED / 377 NOTE: Appendage
Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi FinshedPermitsEXTRA
FEATURE
Description Year
Bit Units EXFT Value Est. Cost New ALUM PORCH
W/CONC FL 1989 120 312 $780 ALUM GLASS
PORCH 1989 192 1,210 $2,688 NOTE: Assessed
values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. ff ourecentlypurchasedahomesteadedpropertyyournextyear's Droperty tax will be based on .lust/Madrpt v h6 http://www.
scpafl.org/web/re_web.seminole_county_title?parcel=072031507000003 80&... 10/10/2010
E00-9LL0# L991 W083 03AI303d Ob CO OLOZ1`8010L
Architectural Testing
NOTICE
THIS DOCUMENT IS BEING PROMDED FOR
THE UMITED PURPOSE OF OBTAINING
BUILDING CORE APPROVAL. ACTUAL TEST
RESULTS PROVIDED HERIN SUPP(AT AND,
IN SOME CASES, EXCEED PUBLISHED
PERFORMANCE CLAIMS. SEE PRODUCT
Ln ERATVRE FOR COMPLETE
PERFORMANCE INFORMAW N.
AAMANWWDA 101/I.S2,97
TEST REPORT
Rendered to:
PRLLA WINDOWS AND DOORS
S SMODEL; 10
TYPE: PVC Orld Single Hang Window
885L198Z E
Title
AAMA
Test Specimen #1
Non Reinforced
Sash Stiles
H-R15 48 x 96
Test Specimen #2
Reinforced
Sash Stiles
ElR30 48 x 96
Test Speciiam #3
Rdnforced
U0. Stems
Ii-R20* 96 x 84
Force 27 lb max. 27 Ib max. 20 lb max,
Air Infiitration 0.06 efinIfe 0.04 cfm/ 0.15 cifm!
Water Resistance Test ft=a= 7.5 psf - 9,0 psf 6.0 psf
Unifoffi Load erection Test Pressure f1 S..Q psf 30.0 pef 4-20.0 PsfUnif0mStructuralridTestPnwareI +z22.s sf b45.0 p9f 30.0 psf
Forced itesisisnca 1 Grade 10 N/A N/A
Refa'esnce should be made to ATI Report No. 01-44334.03 for complete test specimen
desctzption and data.
130 Derry Court
York. PA 17402-+9405
phohir 717.764.7700
fax 717.764.4129
Ymmarchtest.com
d S31t1S a311t11SNI-L59L 67;SL 80-11_i .IJ.17
Florida Building Code Online Page 1 of 5
Product Appnm
USER: Public User KM1
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
t.F
Application Type
Code Version
EL,
q
w Application Status
Comments
4, Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
FL11206-R4
Revision
2007
Approved
Pella Corporation
102 Main St.
Pella, IA 50219
641)621-6096
pellaproductapproval@pella.com
Joseph Hayden
jahayden@pella.com
Alan Hughes
2000 Proline Place
Gettysburg, PA 17325
717)338-1165
hughesaj@pella.com
All Zarghami
102 Main St
Pella, IA 50219
641)621-1000
zarghamia@pella.com
Windows
Single Hung
Certification Mark or Listing
Window and Door Manufacturers Association
James L. Buckner, P.E. at CBUCK, Inc.
Validation Checklist - Hardcopy Received
Standard
AAMA 101/I.S.2-97
AAMA/WDMA/CSA 101/I.S.2/A440-05
Method 1 Option A
Year
1997
2005
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6 WGOndIU... 10/ 10/2010
Florida Building Code Online Page 2 of 5
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
12/16/2009
12/18/2009
12/21/2009
02/02/2010
09/07/2010
Summary of Products
i
FL # Model, Number or Name Description
11206.1 Series 10 Flanged Single Hung Vinyl Flanged Single Hung Window (54" x 90")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No, FL11206 R4 C CAC CCL for Pella 6-30-09 411-H-
Approved for use outside HVHZ: Yes 1032.01-03.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +30/-30 06/10/2013
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1414.1)df
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1414 odf
Created by Independent Third Party: Yes
11206.2 Series 10 Flanged Single Hung Vinyl Flanged Single Hung Window (52-1/8" x 73")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 6-30-09 411-H-
Approved for use outside HVHZ: Yes 1032.05-07.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 04/20/2013
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1414 odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1414.pdf
Created by Independent Third Party: Yes
11206.3 11series 10 Flanged Single Hung Vinyl Flanged Single Hung Window (36" x 62")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 6-30-09 411-H-
Approved for use outside HVHZ: Yes 1032.13-15.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 02/11/2013
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1414.1)df
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1414.1)df
Created by Independent Third Party: Yes
11206.4 Series 10 Flanged Single Hung Vinyl Flanged Single Hung Window (36" x 90")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 6-30-09 411-H-
Approved for use outside HVHZ: Yes 1032.09 li.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 02/09/2013
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1414.1)df
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1414.pdf
Created by Independent Third Party: Yes
11206.5 Series 10/20 High Performance Vinyl High Performance Single Hung Twin Composite
Single Hung 72" x 65-1/2")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 12-11-09 411-11-
Approved for use outside HVHZ: Yes 813.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 09/17/2010
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1572.odf E
Verified By: Warren W. Schaefer, P.E. 44135
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs6WGOndIU... 10/ 10/2010
Florida Building Code Online Page 3 of 5
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572.1)df
Created by Independent Third Party: Yes
11206.6 Series 10/20 High Performance Vinyl High Performance Single Hung Window (42" x 72")
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 10-20-09 411-H-
1046.01.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 08/07/2013
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1572B.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572B.odf
Created by Independent Third Party: Yes
11206.7 Series 10/20 Single Hung Vinyl Single Hung Window (48" z 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 10-20-09 411-H-
1043.05.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 08/04/2013
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1572B.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572B.odf
Created by Independent Third Party: Yes
11206.8IlSeries 10/20 Single Hung Vinyl Single Hung Window (48" x 59-1/2")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 10-20-09 411-H-
1043.09.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 08/04/2013
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1572B.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572B.odf
Created by Independent Third Party: Yes
11206.9 Series 10/20 Single Hung Vinyl Single Hung Window (36" x 59-1/2")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 10-20-09 411-H-
1043.17.pdf IApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 I( 08/03/2013
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1572B.odf
Verified By: Warren. W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572B.pdf
Created by Independent Third Party: Yes
11206.10 Series 10/20 Single Hung Vinyl Single Hung Window (48" x 84")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 10-20-09 411-H-
1043.21.0fApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11206 R4 C CAC CCL for Pella 10-20-09 411-H-
1043.25.0fDesignPressure: +35/-35
Other: Configurations of glass conform to latest ASTM Quality Assurance Contract Expiration Date
E1300 standard. 08/07/2013
Installation Instructions
FL11206 R4 II 1572B.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572B.odf
Created by Independent Third Party: Yes
11206.11 Series 10/20 Single Hung lvjnyj single Hung Window (36" x 72")
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6 WGOndIU... 10/ 10/2010
Florida Building Code Online Page 4 of 5
imits of•Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass conform to latest ASTM
1300 standard.
11206.12 IlSeries
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass conform to latest ASTM
E1300 standard.
1206.13 IlSeries 10/20
imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass conform to latest ASTM
1300 standard.
L1206.14 IlSeries 10/20 Single Hung
imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: Configurations of glass conform to latest ASTM
1300 standard.
11206.15 IlSeries 10/20 Si
imits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass conform to latest ASTM
1300 standard.
11206.16 NSeries
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: Configurations of glass conform to latest ASTM
E1300 standard.
ertification Agency Certificate
FL11206 R4 C CAC CCL for Pella 10-20-09 411-11-
Quality Assurance Contract Expiration Date
08/03/2013
Installation Instructions
FL11206 R4 II 1572B.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 15726 odf
Created by Independent Third Party: Yes
inyl Single Hung Twin Composite (72" x 53.5")
ertification Agency Certificate
FL11206 R4 C CAC CCL for Pella 12-11-09 411-H-
Quality Assurance Contract Expiration Date
09/17/2010
Installation Instructions
FL11206 R4 II 1572 odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
valuation Reports
FL11206 R4 AE 1572 odf
Created by Independent Third Party: Yes
inyl Single Hung Twin Composite (96" x 53.5")
ertification Agency Certificate
FL11206 R4 C CAC CCL for Pella 12-11-09 411-14-
Quality Assurance Contract Expiration Date
09/17/2010
Installation Instructions
FL11206 R4 II 1572.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572 pdf
Created by Independent Third Party: Yes
inyl Single Hung Twin Composite (96" x 72")
ertification Agency Certificate
FL11206 R4 C CAC CCL for Pella 12-11-09 411-H-
Quality Assurance Contract Expiration Date
09/17/2010
Installation Instructions
FL11206 R4 II 1572.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572 odf
Created by Independent Third Party: Yes
inyl Single Hung Twin Composite (72" x 72")
ertification Agency Certificate
FL11206 R4 C CAC CCL for Pella 12-11-09 411-11-
Quality Assurance Contract Expiration Date
09/17/2010
Installation Instructions
FL11206 R4 II 1572.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572 odf
Created by Independent Third Party: Yes
Vinyl Fixed With Single Hung Flankers (108" x 72")
Certification Agency Certificate
FL11206 R4 C CAC CCL for Pella 7-29-08 411-1-1-
Quality Assurance Contract Expiration Date
12/27/2011
Installation Instructions
FL11206 R4 II 1572 odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgs6 WGOndIU... 10/ 10/2010
Florida Building Code Online Page 5 of 5
eports
FLJd1206 R4 AE 172.pdJjEvaluationfCreatedbyIRndependentThird Party: Yes
11206.17 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 12-11-09 411-1-1-
Approved for use outside HVHZ: Yes 814.00.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 09/17/2010
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1572 odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes f
Evaluation Reports
FL11206 R4 AE 1572 odf
Created by Independent Third Party: Yes
11206.18 ISeries 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 53.5")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R4 C CAC CCL for Pella 12-11-09 411-1-1-
Approved for use outside HVHZ: Yes 814.02.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 09/17/2010
Other: Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R4 II 1572 odf Ij
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572 odf f
Created by Independent Third Party: Yes
11206.19 IlSerles 10/20 Single Hung Vinyl Single Hung Triple Composite (96" x 84")
Limits of Use ion Agency Certificate
Approved for use in HVHZ: No R4 C CAC CCL for Pella 12-11-09 411-H-
Approved for use outside HVHZ: Yes
Impact Resistant: No FFL11206 ssurance Contract Expiration Date
Design Pressure: +30/-30 10
Other: Configurations of glass conform to latest ASTM on Instructions
E1300 standard. R4 II 1572.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R4 AE 1572 odf
Created by Independent Third Party: Yes
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FIR" FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE
L-SHALL BE BEYOND WALL FINISH OR STUCCO.
ENINGS• BUCKNGBUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WAND
TO THE STRUCTURESENON-IMPACTRATED WINDOW SYSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE
MENTS OF THE FLORIDA BUILDING CODE (FBC).
6NCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE
CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD,
5. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILARMATERIALSSHALLMEETTHEREQUIREMENTSOFFLORIDABUILDINGCODECHAPTER20.
6. TO THE BEST OF OUR KNOWLEDGE, THE WINDOWS SHOWN HEREIN ARE CERTIFIED & QUALITY ASSURED BY A
FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY & SHALL BE LABETID IN ACCORDANCE WITH THE FBC AND
THE 9B-72 FLORIDA BUILDING COMMISSION SPECIFICATIONS. WINDOW ASSEMBLY IS NOT PART OF THIS DRAWING
AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTINGREPORTS.
7. CERTIFICATION OF THESE WINDOW INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING
APPLY. I) THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT.
2) IF THEY ARE INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH WINDOW
INSTALLATIONS. 3) IF CHANGES HAVE OCCURED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT
CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED.
B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALLCONTROLFORTHEINSTALLEDWINDOW.
9. THESE -DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOWS IS
NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER
OR INSTALLER.
ALTERNATE ANCHOR/SUBSTRATE EVA_1UATION NO
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPUCABLE STANDARD(S) AND ARE FOUND
TO BE EQUIVALENT TO OR STRONGER THAN THE
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
INSTALLATION .EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR
INFORMATION RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING
CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME
OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN
THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED
PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER
SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE
INSTALLATIONS SPECIFIED HERE-W ARE CURRENT WITH THE THEN CURRENT TESTING.
CODE AND APPLICABLE STANDARDS.
11 OPENING TYPE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM
SUBSTRATE)I OPENING FASTENER TYPE I EMBED JEDGE DIST.
N0. 10 SAPS OR WOOD SCREW 1 1 4" 3 4" (MIN. GR. 3 & G 0.55) / /
MIN. 18 CA JS KS METAL STUD NO. 10 GR. 5 SELF TAP GRILL SCREW I FULL 7/2'
MIN. 1/8' THK A36 STEEL I NO. 10 CR. 5 SFIF TAP/naul
1 caw — uununtlt 11 1 4- CONCRETE SCREW 1 1/4" 2'
1) INSTALLATION CUP SCREWS SERIES 20
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55) N0. 10 SNS OR W000 SCREW 1 1/4" 3/4"
MIN. 18 GA 33 KSI METAL STUDI NO. 10 GR. 5 SELF TAP DRILL SCREW. FULL 1/2-
MIN. 1/8" THK A38 STEEL I N0. 10 GR. 5 SFIF TA m-,
r.IN2
1/4 CONCRETE SCREW 1 1/4"
NAILING FIN FASTENERS SERIES 104WOODFRAMEORBUCK ()
N0. 8 X I 1 2 SAPSIN. GR3 & G=055) / - 1 3/e" 1/2"4
WOOD FRAME ORU2" X 1 7 GA ROOFING NAAi N. GR. 3 & G=0.55) 1/2' 1)
FRAME. SCREWS SHALL BE HEAD OR HEX HEAD SCREW 2)
CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS. HILTI KWIK-
CON I OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). 3)
WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR
HAVE A FLAT WASHER AT THE SCREW HEAD. 4)
WI HGH-PERFORMANCE WNDO LL WITH STANDARD PERFORMANCE WINDOW$ (N/A 48"
MAX. FRAME WIDTH Al
4
81
81 4
v 4 OPPOSITE
FIN
ANCHOR WITHIN
2" OF CORNERS &
8" MAX.
O.C. WITH w
STANDARD PERFORMANCE
WINDOWS &
4" MAX.
O.C. WITH X
HIGH
PERFORMANCE
WINDOWS.
SEE FRAME
ANCHOR SIMILAR m
REQUIREMENTS Bi TABLE"
ON THIS 2 2SHEET
FOR OPPOSITE REQUIREMENTS.
V
EXTERIOR
ELEVATION- SINGLE
WINDOW FIN
INSTALLED SERIES 10) SCALE:
3/4" = l'-O" 48"
MAX. FRAME WIDTH 4"
MAX. r
e i i s 82
FRAME SCREWS 62 EQUALLY 8
4 WHERE SHOWN. 4 v SPACED SEE "
FRAME OPP SITE a ANCHOR
REQUIREMENTS
EQUALLY THESE
2 TABLE" ON THIS SPACED ANCHORS
SHEET
FOR ARE
NOT REQUIREMENTS..
REQ'
D WHEN 9'
WINDOW
FRAME
HEIGHT
ITIS M62" )
R LESS 9" MAX, W N TYP.
EACH 0 5 SIDE) a -
EQUALLY
a z a o SPACED
oo ' M rnUO_ I
nC3wEQUALLY
Z W ao SPACED
3 0
Z
NO
ANCHORS REORD- EXTERIOR ELEVATION: AT
HEAD & SILL SINGLE WINDOW FRAME
SCREW INSTALLED SERIES 20) SCALE:
3/4" = 1'-O" ALLOWABLE
DESIGN PRESSURE MAX •
MAX. I--
SASHIACTIVEASH lp RESSURE
FRAME
FRAME STILE (POSITIVE WIDTH
HEIGHT REINFORCEMENT MEETING RAIL MEEFING RAIL & IN.) (
IN.) REINfORCEMENTREINFORCEMENi NEGATIVE) PSF)
f0
WNDOW HAS A MAXIMUM 35" TALL BOTTOM VENT. TI)
WINDOW HAS EQUAL TOP & BOTTOM VENTS. PRESSURE
SHOWN IN THIS TABLE IS FOR INSTALLATION COND ONLY.
THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL
BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'
S STATE APPROVAL OR THAT SHOWN IN THIS TABLF. 4"
MAX. 2
z
p
U
ZCA
Uo
w -
as
WU"
v N
Laof
tR
w -
En
N wxo
3 12 121U
i - N
3.
m 060`,
8. x:
o Q Ya OE _- O
VL \\
1{III 0
SHEET
N0. 1
DF 4 . J
VC V1LL VIVI1 .YYIUIN, JCL WINUUVY
PRESSURE TABLE ON THIS SHEET
48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
2• TO 3' 2' TO 3'
SEE SINGLE WINDOW
ELEVATION FOR FIN CLUSTER FIN
ANCHOR ANCHORS AT MULLION
REQUIREMENTS & INDIVIDUAL WINDOW I ENDS SUCH THAT
POSITIONS AROUND WIDTHS ARE RESTRICTED THERE ARE A TOTAL
WINDOWS TO DIMENSIONS SHOWN OF 4 POSITIONED ASIBUTOVERALLUNITSHOWN. SEE "FRAME
FRAME WIDTH SHALL ANCHOR
CONTROL REQUIREMENTS
I I TABLE" ON SHEET 1
FOR
REQUIREMENTS
W
m
I I
FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW
PRESSURE TABLE ON THIS SHEET
48" MAX. INDIVIDUAL -I 48' MAX.- INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH I WINDOW WIDTH WINDOW WIDTH
1 4"1 4" 4"1 4"1 . _. , 4", 4" 4", 4",
SEE SINGLE WINDOW
ELEVATION FOR FIN
ANCHOR
REQUIREMENTS &
POSITIONS AROUND
w
WINDOWS
W
I
vX
11 CUP // 1111111
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTROL
X
INSTALLATION CLIPS WHERE SHOWN. SEE
EXTERIOR ELEVATIONe "FRAME ANCHOR REQUIREMENTS TABLE" ON 4" 4" 4" 4" 44
MULTIPLE WINDOWS SHEET 1 FOR REQUIREMENTS.
NOTE: CLIPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: kEIN INSTALLED SERIES 10) IN LIEU OF FRAME SCREWS MULTIPLE WINDOWSSCALE: 3/4" = V—O" (
FRAME SCREW INSTALLED SERIES 20)
SCALE: 3/4" = V-O"
ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) PRESSURE SHOWN IN THIS TABLE IS
OVERALL
WINDOW SIZE ALLOWABLE FOR INSTALLATION CONDITIONS ONLY.
MAX. MAX. MULLION STILE FIXED SASH ACTIVE SASH PRESSUREPOSITIVE
THE GOVERNING DESIGN PRESSURE ON
THE WINDOWS SHALL BE THE LESSERFRAMEFRAMEREINFORCEMENTREINFORCEMENMEETINGRAILMEETINGRA1LOFTHATSHOWNINTHEINDIVIDUALWIDTHHEIGHT
IN.) (IN.)
TYPE EINFORCEME EINFORCEMENT NEGATIVE) WINDOW'S STATE APPROVAL OR THAT
PSF) SHOWN IN THIS TABLE.
NOTE:
1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES.
3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING,
ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE
COMPARABLE TRIPLE UNIT.
FRAME SCREWS
WHERE SHOWN AT
HEAD MULLION END.
SEE "FRAME ANCHOR
REQUIREMENTS
TABLE" ON SHEET 1
FOR REQUIREMENTS.
X
1
44,' 060:,8 n
Qo : a
U\
q
LLJ w
3
rw [Vu/LL IUY 6 0UIIUM VLNIS I SMEET
2 of 4
108" MAX. OVERALL FRAME WIDTH
48" MAX. INDIVIDUAL 60' MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
2" TO 3" 2' TO 3'
SEE SINGLE WINDOW
ELEVATION FOR FIN CLUSTER FIN
o
ANCHOR
REQUIREMENTS &
POSITIONS AROUND
IWINDOWS
I
I
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTROL
ANCHORS AT MULLION
I ENDS SUCH THAT
I
THERE ARE A TOTAL
OF 4 POSITIONED AS
SHOWN. SEE "FRAME
ANCHOR
REQUIREMENTS
I TABLE' ON SHEET i
xW
r
FOR REQUIREMENTS
I I
EXTERIOR ELEVATION:
MULTIPLE OPERABLE/FIXED WINDOWS
FIN INSTALLED SERIESLANINSTALLEDSERIES10
SCALE: 3/4" = 1'-0"
108" MAX. OVERALL FRAME WIDTH
48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
1 4 1 4 41.1, 1 4', 4' 4", 4,
FRAME SCREWS
E WINDOW WHERE SHOWN AT
FOR FIN INDIVIDUAL WINDOW HEAD MULLION END.
WIDTHS ARE RESTRICTED SEE "FRAME ANCHOR
NTS & TO DIMENSIONS SHOWN REQUIREMENTS
AROUND BUT OVERALL UNIT I TABLE" ON SHEET 1
FRAME WIDTH SHALL FOR REQUIREMENTS.
c2CONTROL
I IhREoW
n
j I -
INSTALLATION CLIPS WHERE SHOWN. SEES
FRAME ANCHOR REQUIREMENTS TABLE" ON
SHEET 1 FOR REQUIREMENTS.
NOTE: CLIPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: IN LIEU OF FRAME SCREWS
MULTIPLE OPERABLE FIX
ALLOWABLE DESIGN PRESSURE
XOX WINDOWS)
30 PSF
PRESSURE SHOWN IN THIS TABLE IS FOR
INSTALLATION CONDITIONS ONLY. THE
GOVERNING DESIGN PRESSURE ON THE
WINDOWS SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL WINDOW'S STATE
APPROVAL OR THAT SHOWN IN THIS TABLE.
ED WINDOWS
FRAME SCREW INSTALLED SERIES(FRAME SCREW INSTALLED SERIES 20)
SCALE: 3/4" = 1'—O"
NOTE:
1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED
TO A MAXIMUM OVERALL FRAME WIDTH OF 96".
OR
a
SHEEf NONO.
3 of 4
SUBSTRATE BY OTHERS PER oux e acxcoa: FIN ANCHOR PER ELEVATION FRAME ANCHOR PER "
MAX. SPACEWIDTHFRAMEANCHORELEVATIONSUBSTRATEBYOTHERSPER1/4FRAME SEALANT
BY REQUIREMENTS TABLE' 'FRAME ANCHOR OTHERS
BEHIND - REQUIREMENTS TABLE" SUBSTRATE BY 3
NAILFINOTHERSPERw
FRAME
ANCHOR 1/
4" MAX. - REQUIREMENTS SEALANT
BY a. { SPACE TABLE" SERIES
10 OTHERS
1/4" MAX. SHIM WINDOW =
FAT
EACH ANCHOR FRAME F FIN
ANCHOR PER J-
CHANNEL SEALANT
BY ELEVATION oa SECTION/
NOSE IS SERIES 10 OTHERS
6 OPTIONAL
AND WINDOW a SEALANT 8Y O21 NEED
NOT BE FRAME SERIES 20 OTHERS BEHIND PART
OF THE WINDOW NAIL FIN FRAME
PROFILE _ EXTERIOR FRAME x
EXTERIOR
w
w J-CHANNEL ' x
SECTION/NOSE I SERIES
10 OPTIONAL AND S
EXTERIOR
z w w WINDOW
NEED NOT BE '%•' o g FRAME
O SERIES 20 w
PART OF THE SEALANT BY F a mo n
WINDOW
FRAME PRO LE OTHERS p w a o OTHERS
BY
L
J O
FRAME a
z o
OTHERS1 INSTALLATION CUP SECTION B1 PER
ELEVATION SCALE: 1/2 FULL 4 o a m a
SEALANT BY _ qq
OTHERS
3 a 1/
4" MAX. SHIM .,: ..,..:.... 1/4" MAX. SHIM o FRAME
WIDTH --- z SEALANT
BY AT
EACH ANCHOR OTHERS
BEHIND '`: 1/
4" MAX. N
AIL FlN .. ... _ - _ SHIM
AT EACH CLIPUJo j FIN
ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER z g SECTION
Al FRAME AN SUBSTRATE BY N REQUIREMENTS
TABLE" INSTALLATION CUP SCREW OTHERS PER SERIES
20 SCALE: 1/2 FULL 4 SUBSTRATE BY OTHERS PER+ PER ELEVATION (1 PER CLIP) "FRAME ANCHOR o FRAME
ANCHOR REQUIREMENTS WINDOW S z CONTINUOUS
WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK REQUIREMENTS
TABLE" TABLE' FRAME o w T TO
BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE oa
zq J^
IS
WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION A2 SCALE:
1/2 FULLcn 4wci J L
z FRAME
ANCHOR G]p8 N o SUBSTRATE
BY OTHERS PER ELEVATION z 5 PER "
FRAME ANCHOR y 0 m REQUIREMENTS
TABLE" 3
SEALANT
BY--'-'1.325 --- r 0.293 EXTERIOR
U 3 OTHERS
1 —
1- SEALANT 11f11( T FRAME
SCREW PER ELEVATIONS ® 3' " = -'" OTHE \\/y Id
0.
0603N.......... i d do "
FRAME ANCHOR - - ' EXTERIOR
REQUIREMENTS
TABLE" UZ
OPTIONAL
SERIES 20 DIRECT MOUNT DETAIL )INSTALLATION CLIP SECTION s , 0 0 HEAD
SECTIONOSHOWNB STDESTARE (ITH NSTALLED
THERSAME) (VINYL)
SCALE: 1/2 FULL B2 SILL
DOES NOT APPLY) 11 117(I1 IN
REV. 15B
FOR DETAILNOTSHOWN, SEE SECTIONS A2/4 & 8722/4) SREEr No. 4
or 4
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INSTALLED SALES SPECIALIST: NU6EnR: rGp 1p t9pF/y .r§' CUSTOMER
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O LJOWE'S CONTRACTOR LICENSE NUMBER
1 l C.G C/lti la}r44''
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Contract Total , g Q o 'applicable taxes included 153
NOTICE TO CUSTOMER: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for
Families, Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before workbeganInformingCustomerofthepotentialriskoftheleadhazardexposurefromrenovationactivitytobeperformedinCustomer's dwelling unit.
Work is to commence upon. reasonable availability of Contractor and/or availability of any special order or custom made Goods which is anticipatedtobe [fill in date]. Estimated completion date Is I [
fill In date].
Said estimated substantial completion date IS not of the essence. Contingencies that may materially change said estimated substantial completion date follow'
If applicable, insert a statement of such contingencies).
NOTICE TO CUSTOMER
All items listed in this Contract and. specification sheet(s) are to be installed under conditions agreed upon at tulle of purchase and at.the price appearing on thiscontractform. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitatedbydetectivesubstructures, superstructure, points of attachment, or the moving Of fixtures or appliances to be billed at extra cost to Customer.
This Contract provides that all claims by. Customer or Lowe's will be resolved by. BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHTTOGOTOCOURTtoenforcethisContract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT), Lowe's and Customer's rights will bedeterminedbyaNEUTRALARBITRATORandNOTajudgeorJury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitrationproceduresareSIMPLERANDMORELIMITEDTHANRULESAPPLICABLEINCOURT. Arbitrator decisions are as enforceable as any court order andaresubjecttoVERYLIMITEDREVIEWBYACOURT. FOR MORE DETAILS: Review the Arbitration Agreement and Waiver of Jury Trial section of theTermsandConditionsofthisContractandvisittheAmericanArbitrationAssociation's website at vvww.adr.org.
Qp.NOT SIGN THIS CONTRACT UNTIL C,t aAPLET ppp.XOIJ..,
aRt t3 v1
VTHH T RMS AI QNDIT /.I Coo ALINED QN.ALL RAGESOFTHISCONT >r`T, t3Y 5t M' Edti rOU A AC n DGfNG HAT YOU WAVE REAQ Uf O tri4NQ ANDAGREETOTHETMSANDCONDITIONSSATFORTHONALLPXGESOFTHISCO.NTFeACT. YOU ARE ENTITLED TO A COPYOFTHISCONTRACTATTHETIMEOFSIGN .AruRE. WITNESS
OUR HAND(S) AND SEAL(S) BELOW THIS - DAY OF Lowe'
s Horne Centers, Inc. Owner _.....-
Specialieftf
Above Spous - - Customer
acknowledges recelpt of a true copy of this contract which was completely filled in prior to Customer's execution hereof_ You, the buyer. may cancelthistransactionatanytimepriortomidnightofthethirdbusinessdayafterthedateofthistransaction. See the attached notice of cancellation formforanexplanationofthisright. - r*
2004 by Luw %,M L-'s end the gable design POD# 90794 (Rev.12 /09) FILE COPY ire T 31:rm od vpdornerks of LF Coroorellon. i (
la .lGI_S] / S I. .„ r, 70£ -L0'7 647' S L 8Q-
111111111111111111111111111111111011111 It all II 111 It III 11111
THIS INSTRUMENT PREPARED BY:
Name: PERMITS PLUS LLC _-MiARYANNE MORSE, CLERK OF CIRCUIT COURT
Address: PO BOX 6650
OCALA FL 34478 SEMINULE COtLVTY SEMINOLE COUNTY
State of Florida
Permit Number
rLC)Rtihl'i ..^la.T\;Fii4. C:}4f)i(:E RK 07464 Dq 0802 } t 1 pg )
iCLERKI.5 ## 0101 '1OE5
RECORDED/0/1812010 02t16t28 PM
RECORDING FEES 10.tk7
NOTICE OF COMMENCENUARD BY T Saith
Parcel ID Number(PID)
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 Drovided in this Notice of Commencement.
GENERAL DESCRIPTION OF IMPROVEMENT REPLACE j k; -, pi&.Ajj,J
OWNER INFORMA
Name and address:
CONTRACTOR
Name and address: LOWES HOME CENTERS - PETER CAFARO
f_ 8529 SOUTH PARK CIRCLE #430 ORLANDO FL 32819
wim CUNt
WIARYANNIE MORSE
G
pu nF CIRCUIT COURT
cMnRi TY, FLORIDA
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)(b), Florida Statutes.
Name and address: NA
In addition to himself, Owner Designates NA of
To reptVe a copy of the Lienor's Notice as Provided in Section
713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement: The
expiration date is 1 year from date of recording unless a different date is specified. WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,SECTION 713.13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FORJMPROVMENTS 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. STATE
OF FLQPI A ' -I COUNTY OF SEMIN LE ONATURE
OWNERS PRINTED NAME b •' "(
NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." w
m
The foregoing instrument was acknowledged before me this —( day of C!°,,l v' 20 10 y
Who is personally known to me Name
of person making statement r
OR who ha s produced identification ' "l` type of identification produced o
f pl , 7
H 3 : J VERIFICATION
PURSUANT TO SECTION 92.525, FLORIDA STATUTES. n
UNDER
PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT 3
ry
ARE TRUE TO THE BEST OF MY-K LEDGE AND BELIEF. w
CoCA SQNATURE
OF NATURAL PERSON SIGNING ABOVE0. "
arRY
f: HRI TY R CiALIAS IWISSION # DDQ "
otary Signature i t:
XPIRESSeptember