203 Dogwood Dr - BR08-001545 (WINDOWS AND DOORS) DOCUMENTSApplicat
Job Add
nT rCM ^"TT ""`*.
A%oN07 468-1010 WHEN READY. .
THANKSr
Submittal Date: i2 (ifJ R CF(V D
Value of Work: $
7 A/%V ..
2008
Parcel ID: <,2T_-1] -QUr`J U Zoning: Historic District:
Remove & Replace Size for Size , X,y " Description of Work: Square Footage:
Permit Type: Building X • Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential Commercial Industrial
of Gas Lines
Plumbing Repair- Residential Commercial
Occupancy Use Group(s):
Construction Type: # of Stories:
I #
of Dwelling Units: Flood Zone: FEMA form required )
I..........................
Uin ezk Contractor: LOWE' S HOME CENTERS INCPropertyOwner: (i U7
Address: Address: 4948 TELLSON PL
P-4p 17L a2-7 ORLANDO FL 32812
Phone: }07 32-1 199%fDE-mail: Phone: State License Number: CGC 15 0 8 41 7
Bonding Company: /)/A Mortgage Lender: 14
Address:
Arch itect/Engineer:
Address
Address:
Phone:
Fax:
Plan Review Contact Person: Nan Hn1mPs Phone40746801 6ax: 07296296-0 E-mail: EHolmes777Banl ,co
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 ofthe .r ""ire ents of Florida Lien Law FS 713. Signature
of Owner/Agent Date Signatur, ` C O tr for/Agent Date Print
Owner/Agent's Name Print Conyactor/Ag! NAme / Signature
of Notary -State of Florida Date Signature of Notary-State13-W4D--Notary PU * ;t NYn
Ht>Ilnes My
Commission DDb01714 aa
Expires 01/08/2010 _., Owner/
Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced
ID _ Produced ID APPROVALS:
ZONING: UTIL: FD: ENG: Special
Conditions: Rev
07.07
I loll II III II oil II all 8111111111 M oil 111111111111 Ill 111101 loll
c N.S T R 1,MENT PREPARED 5'Y:
r lame. Nan Holmes 41657r MARYANNE MORSE, CLERK IJF CIRCUIT CdUR-f Address:
780 Orlando Driva ' 5Eh1INQLE COUNTY Sanford,
FL 32773-5614 ! j ILK 46987 Pp 0336; (Spg) t2t of t torida ---- CLERK'S # 2008052684 io!tnty of Seminole REGURDF.
D 05/06/'OOa 11:38:09 AN RECORDING
FEES 10.00 NOTICE
OF COIV MENCEMIf°Wn BY L McKinley a;:^
lt Nurnber Parcel ID Number (PID) 713
eundesignedherebygivesnoticethatimprovementvrilibemadetocatainrestpropertf, and in ac rdance wft h C;ha:pfer odda
Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION
OF PROPERTY (Legal description of the property and street address if available) Lot
15 Blk A Tdyllwilde of Loch Arbor Sea 4 PB 16 PG 100 GENERAL
DESCRIPTION OF IMPROVEMENT Remove & Replace Windows & Doors OWNER
INFORMATION Name
and address: Alvin Merzke "FRTINED COPY 203
Dogwood Dr MARYANNE MORSE Sanford
FL 32771 CLERK OF CIRCUIT COURT --- CONTRACTOR
SENINO .
FIORIDA Dameandaddress: j
Lowes
Homes Centers Inc 8529 South ark Cir Suite 430 Orlando FL 32819 DEPUTY
CL Rrr 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 Hb), Florida Statutes. Name
and address: ITAY
6 n 008 in addition
to himse!1, Owner Designates cf To receive
a copy at the Lienors Notice as Provided in Section 713.
13(1 Hb), Florida Statutes. Exo!ration
Date of Notice of Commencement: expiration date
is 1 year from date of recording unless a different date is spec!fied. 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 1, SECTION 713.13. FLORIDA STATUTES,
AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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. STATES OP
PLORIDA I COUNTY OF SEMINOLE 01MA EP.
S SIGNATURE 04'JP;ERS PR!NTED NAME t NOTE:
Per Florida Statute 713.13(1) 91, o must sign...... and no one else may be permitted to sign in his or her stead." 7ha foregoing
instrument was acknowledged before me this 2 day of Mav 2o08, by Alvin .
Merzke fia,a is personally known to me Name of
person making statement OR who
has produced identification FL Drivers License type of identification produced q VERIFICATION
PURSUANT
TO SECTION 92.525, FLORIDA STATUTES. '' UNDER PENALTIES
OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN !T ARE TRUe
YO ES *OF¢QY K OjNEDGE AN SELI , SIGNATURE OF .
RP.L PE SIGNING ABOVE i k
lI3
I
r:
io?
ary oicna" - gyp° .% Notary Public State of Florida Nan Holmes *
Nan Holmes My Commission
DD501774 d„c®
Expires 01/09/2010
LIMITED POWER .OE ATTORNEY
Altamonte Springs, Casselberry, Lake Marry, Longwood, Sanford,
Seminole County, Winter Springs
Date: 51d__08
hereby name and appoint: Nan Holmes, Mindy Holmes, Raymond Holmes,. and:lackie Caines
an agent of: Lowe's 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):
All permits and applications submitted by this contractor.
The specific permit and application for work located at:
Street Address)
Expiration Date for This. Limited Power of Attorney:
License Holder Name: -Peter A. Cafaro III
State License Number: CGClSO8417
Signature of ' License Holder:
STATE OF FLORIDA !/
COUNTY OF Orange
The foregoing instrument was acknowledged before: me- this Z- day of
2007, by Peter A. Cafaro III who is 0 personally know
to me or, o who has produced as
identification and who did not take an oath:
Sign re
Notary Seal)
Notary Public Ct0ttt of plarida
Elizabeth A Ronco
4o My Commission DD633831
Expires 01/28/2011
Elizabeth A. Ronco
Print or type name
Notary Public -,State of Florida.
Commission No. DD633831
My Commission Expires: 01/28/2011
Rev. 3/27/07)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAVID joHASoN, CFA, ASA ai
48.0PROPERTY
APPRAISER UENT5001HOLEOOUYFL.
1101 E.6BT 5T1w1
SANFORD, FL32771-1468 407-665-7506 4
2008 WORKING VALUE
SUMMARY
GENERAL Value Method: Market
Parcel Id: 34-19-
30-518-OA00-0150 Number of Buildings: 1 Owner: MERZKE ALVIN C
JR & CARALA M Depreciated Bldg Value: $133,281 Mailing Address: 203 DOGWOOD
DR Depreciated EXFT Value: $1,786 City,State,ZipCode: SANFORD
FL 32771 Land Value (Market): $45,000 Property Address: 203 DOGWOOD
DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: IDYLLWILDE OF
LOCH ARBOR SEC 4 Just/MarketValue_ $180,067 Tax District: S1-SANFORD
Assessed Value (SOH): $93,191 Exemptions: 00-HOMESTEAD (1998)
Exempt Value: $25,000 Dor: 01-SINGLE FAMILY
Taxable Value: $68,191 Tax Estimator Portability Calculator
2007 VALUE
SUMMARY SALES
Tax Amount(without
SOH): $
3,172 2007 Tax_Biil Amount: $
1,222 Deed Date Book Page
Amount Vac/Imp Qualified Save Our Homes[SOHJS_
gAngs: $1,950 WARRANTY DEED 04/1997
03223 20_05 $89,900 ImprovedYes 2007 Taxable Value: $65,
477 Find Cam Sales this
within _Subdivision DOES NOTINCLUDE NON -
AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND
PLATS:
Pick... Land
Assess Method Frontage
Depth Land Units Unit Price Land Value LEG LOT 15 BLK A IDYLLWILDE OF LOCH LOT 0 0 1,
000 45,000-00 $45,000 ARBOR SEC 4 PB16PG100 BUILDING INFORMATION Bid
Bid
Type Year
Fixtures
Base SF
Gross
SF Living SF Ext Wall Bid Value Est. Cost New Nu
m Bit
Suilding_ 1 SINGLE 1973
6 1,
500 2,294 1,500 CONC $133,281 $159,141 Sketch FAMILY BLOCK Appendage
I Sgft OPEN
PORCH FINISHED / 150 Appendage I Sgft GARAGE
FINISHED 1644 NOTE: Appendage Codes included
in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed Permits EXTRA FEATURE Description
Year
Bit Units
EXFT Value Est. Cost New ALUM SCREEN PORCH W/
CONC FL 1999 300 $1,786 $2,550 NOTE: Assessed values shown
are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you
recently purchased
a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/
web/re_web.seminole_county title?parcel=3419305180A000150&c... 4/30/2008
200Fi-04-29 13.35 407-430-4069 -
SSZR135A LOWE'S HOME CENTERS, INC., SAF 1657PAGE. 1 DATE: 04/29/08 3780 ORLANDO DRIVE
f ORDERRD FOR: CARALA,NMZKE
SANFORD FL
ADDRESS: 203 DOGWOOD DRIVE
PHONE: (407)430-4060
SANFORD FL 32771 PHONE: (407)321-0976
VENDOR NAME: HOLMES, NAN CONTACT:
ADDRESS: ATT
PHONE: (407)468-1010
ORLANDO FL 32818 FAX: (407)296-2960
PROJECT: 230628167 PERMIT
LOWES PO: 5S355158 LOWES INVOICE: 86365 ASSOCIATE: FARAH PAZIENZA
EST DELIVERY: 04/25/08 AR NUMBER:
Q'TY ITEM ITEM DESCRIPTION
Y----'-------
FERMIT
BIN VFND,_PART# COST EXT COST
1 147142 PERMIT 175.00- 175.00
FREIG
v TOT S%JKE
1657
o
Architectural Testing
07A 1d,2_ 454J
ANSI/ 'VDA 101/I.S.2-97
TEST REPORT
Rendered to:
PELLA WINDOWS AND DOORS
SERIESIMODEL: 10
PRODUCT TYPE: PTdC Sliding Glass Door
Title Summary of Results
Rating SGD-R25 96 x 96
Operating Force ( In Motion) 7 lbs max.
Air Infiltration 0.14 cffi /ft'
Water Resistance Test Pressure 5%25 psf
Uniform Load Deflection Test -Pressure 25.0 psf
Uniform Load Structural Test Pressure 37.5 psf
Forced Entry Resistance CAWM 300-96
This report contains in its entirety
Cover Page: 1 page
Report Body: 6 pages
Drawings: 15 pages
Reference should be made to ATI Report No. 49829.12-122-44 for complete test specimen
description and data.
130 Derry Court
York, PA 17402-9405
phone: 717-764-7700
fax: 717-764-4129
www.archtest.com
s
Architectural Testing
ANSI/AAAIAJNWWDA 101/1.S.2-97 TEST REPORT
Rendered to:
PELLA WINDOWS AND DOORS
2000 Proline Place
Gettysburg, Pennsylvania 17325
Report No.:
Test Dates:
Through:
And:
Report Date:
Expiration Date:
49829.12-122-44
03/11/04
03/30/04
10/29/04
02/16/06
03/30/08
Project Summary: Architectural Testing, Inc. (ATI).was contracted by Pella Windows and
Doors to perform testing on a. Series/Model 10, PVC sliding glass door. The sample tested
successfully met the performance requirements for a SGD-R25 96 x 96 rating. Test specimen
description and results are reported herein.
Test Specification: The test specimen was evaluated in accordance with
ANSI/AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and
Wood Windows and Glass Doors.
Test Specimen Description:
Series/Model: 10
Product Type: PVC Sliding Glass Door
Overall Size: 7' 11-1/2" wide by 7` 11-1/2" high
Panel Size: 4' 0-5/8" wide by 7' 8-7/8" high
Daylight Opening Size: 3' 8-1/8" wide by 7' 4-1/2" high
Screen Size: 4' 0-5/16" wide by 7` 9-7/8" high
Finish: All PVC was white.
Glazing Details: The 3/4" insulating glass was fabricated using two sheets of 3/16" thick
clear tempered glass and steel InterceptTM spacer system. Each panel was exterior glazed
against dual -sided adhesive foam tape and secured using PVC glazing beads.
130 Derry Court
York, PA 17402-9405
phone: 717-764-7700
fax: 717-764-4129
mmarchtest.corn
ALLOWABLE PRESSURE.TABLE '.
MAX— MAX. MAX . I MAXa'
FRANC FRAME PANEL PANE.' ALLOWABLE. '.
HEIGHT MOIF. HEIGHT WIDTH" PRESSURE'.,
F.N) FW.) P.H.), P,W.) POSITIVE NEGAIA•E
B2 2"'• 9 1 2" Jfi .7/e' 3C PS' 30 PSF,..
B2 96 r1/2" 9 1/2' 4B 3/•4'.25 PSF 25 PSF'
95 1/2 9 zi/2" 92 7/8' 48'S/B' 25 PSF 25 PSF"
GENERAL. NOTES
Nm xA s¢w- i.wrmAPwwm
EOPENN45, M aA:K uun a'FN Emr xsrulm m.
ALL HANOWA E a FAST IFNEAS Wlt & N AUABOW E. RIESE'ORax,xCS.t
0
mt BumN6 000E (FOc) EON uSFN ME S_
LwE.Zafci '
CORNER
C,=_POKN
ON THIS SHEEP'
It.
gin -
a
c
y I LNgL pr
3 IxlOA'S IHO a.l'S BQEN2 Tat WPORf NOS- g N5 ZJ 5
FsCREWS;A EACH MuwaN ENO OU 5 ETEMsrsLUInFTEDinE +A NNRAmv RR /Slu !, wAlEn I¢ssnxcE - AS SNHOWN. -SEE FRAME ANCHOR €. Co'.
LOrO srucTuw: PER ASTu m t EXTERIOR- EI FVATION' REOUIREMENTs TABLE", ON THIS SHEET T I pmm
er cook' . SLIDING'
DOOR FOR FASIEJER REQUIREMENTS.:_ a E 444 SC
4
ALLEs ssEmYown Eilns ¢tanm eviNSCALE:7/4'=1'-0" NOTICEALL
P' KEFa c —
As THIS DOCUMENT IS BEING PROVIDED FOR m1HEVaciNEEno< n X macs THE LIMBED PURPOSE OF OBTAINING Dora
TwReu Are cowl /° FRAME ANCHOR, REQUIREMENTS TABLE BUILDING CODE APPROVAL -ACTUAL TEST Bn
CIDuu A.— m FIN FASTENERS RESULTSPROVIDEDHERINSUPPORTAND, Ni IN SOME
CASES, EXCEED PUBLJSHED } WMEmI BKp. atvrcr wa>6rvc£ PEVINS TYPE .wuB Ta oaDl xc MMIMUM MwIMON PERFORMANCE CLAIMS SEE PRODUCT 1 8h i 5 Ass'[uew NuxalmAvcE (SLNSII+ATE).
FASTENER TYPE ELeEO EDGE q5f: SPAONG _ E z%_ Wow
FRAME•0.9'BUfT(2 %. il'rARoo1lNG NAIL 1; I/Z' I/z' 'B' O.G" LITERATURE FOR
COMPLETE CORNER CONSTRUCTION . -
17 No. PERFORMANCE INFORMATION..
2X_ WOOD
FRAME OR. BUCK um» wnPEo- S. wRH wnsHOR: - -- 12dFi•0.•'
B` I mmaimsNitremxU0asn1No54VOMNO
WASHER IS.. NECESSARY IF, WAFFLE HEAD SCREWS WE USED IN, IJEU OF I srnms
u Nun .uue m,Nmxa% a U) nn s x z'• F.H. OR PH. SCREWS' ' EOSWS MN
5LL TO'NRILLOOE . L I
9 -
SEALANT
BY MIN 2X4'P.T. BUCK SEALANT•BY MIN. 2X4 P.T. BUCK' OTHERS ' k
BUCK. ATTACHM'_N7 OTHERS : ' _ ' k BUCK -ATTACHMENT e. °tram
ar 3 4•
G :. us 6Y
UCK,
AOTHERS BY OTHERS MIN: J/16' TEMPERED'GASH vaN j
FlN
FASTENER FIN FASTENER <_TEEL SPACER , S PER
ELEVATIONS PEER,EIiVATIONS 1 FOPN' GLAZING TAPE d 1/4"
MA%. I/4"'MAX. .. I SPACE
m
SPACE-
J
r
C
Ij O.
1/2"
MIN. SITE U EXTERIOR'
SETTING
BLOCK
B I
2]
4 5 6 20 4
6 _ GLAZING
DETAIL. i I- 2
i
kTF10R EXTERIOR '
t MIN. 3/16'. TEMPETRED GLASS SEE GWJNG
w OSEE GLAZING m.
FOAM GUSING
TAPE
DETAIL. 1 ON
z DETAIL 1 ON THIS SHEEP _w.
TH6•SHEET 3w ., r1/2'MIN. BITE 7 - I6 • 2
z LL
os m
20 13 Wz
STEEL SPACER
1/4' MAx:
i/4' MAx. GLAZING DETAIL 2
e. SILL ANCHOR WITHIN
6" OF CORNERS n SHIM .SHIM k
MAX 16' C.C. WITH 3 ANCHORS. FlN FASTENER IN
FASfiNER CONCENTRATE 'AT`MEETING SRLE- PER ELEVAl1ON5 - PER
ELEVATIONS ENDS -SPACED 3' TO 4 APART. (HOE { 10 P.H.
OR H.H. S.S. SCREW WITH I - G MIN: 2X4 P.
T. SUCK - MIN 2X4.PT. BUCK 1/4"-EMBED INTO W000 3/16' H.H. SEALANT BY SECTION
A & BUCK ATTACHMENT SEALANT BY SECTION B k BUCK ATTACHMENT CONCRETE SCREW -WOO I /15" OTHERS SCALE 1
2 FOUL 2 BY OTHERS" OTHERS SCALE:1/2 FULL 2 BY OTHERS a a^ EMBED INTO CCNCRETE) _
r- FIN SCORED
k
1/4" MAX.
1/4" MAX. REMOVED 1 . FRAME
MO1H (
F.
W.J qq SHIM SHIN IN
2%4
J MIN. 2X4
SEE
DETAIL 1.
1111 - - wJ y•^ P.i. BUCKP.T: •[WCIC y'z 5B i BUCK 5 J
THIS1 ON-' 26 I ATTACHMENT THIS.
SHEEP 4
ATTACHMENT £. ,y ' r a- BY
DTHERS
II
o oII . BY
OTHERS
1/4 MA%. 3.. r "' ILrJII 1113
lu, .. SHIM,. FIN FASTENER ':•. WOOD
BUCK OR
CDWTINUOUS BEAD 0 ' - •' f/lP - f PER EEVATIONs: CONCRETENAL .
SILL MOUNT
URETHANE SEALANT SILL OPTIO iD. 0 20 -
BY MESS
F: .. '
12 :.FlN
FASTENER PER ELEVATIONS J
SEALANT. BY sEE
GAZING SEALANT
BY //;)' t •.
ORIERS d 26 .
DETAIL 2 9N OTHERS . THIS SHEET
1248'
B`'. SECTION: .D SECTIONv
D SECTION.' E Err ro. SCALE' I/2'
FULL ' 2 SCALE: I/2 NdL 2 SCALE 1/2 NLL 3 FOR MAX. FRAME
Y iH:(F.W.) SEE PRESSURE TABLE
ON THIS SHEET- FOR MAX. PANEL
WIDTH (P.M.)' SEE PRESSURE TABLE
ON THIS. SHEET p B 2
2 ' i
C D
E N TTP. FINMOUNT
FASTENER
SEE FRAME ANCHOR REQUIREMENTS
JAO T.ISRIIIET
ENERNflEQUI
4.500 06 5 T
2250
0.080 0.060 2.250 OX8
500
0.625
2.6I681.
350 1.125 I 1.5D0 DAME
PAN E1 3OLOCK
STIIE - Oj
FRAME JAMB I
1.
4ao I-- 2:
250 2250 7.
875 1
O.fi25 , T 1.
50D 2.
720 0.
080 1.b60 I'8 0.080 _L I
I0.080 ACIIVE
1.
s25 MEETNG
O
MEETING `lam
PANEL 0.
030 —(0-829 0.062--,.626
0.
842 I-1.620 1.221 0.
395—14 7I0.08 Cl on
O7GLAZING
BEAD ®SILL TRACK OC —Ll ID STIFFENER 0.0!
b 1, 97 0 1 00.046 0.261 1 0.018 1_ 15
SILL TRACK 71 ACTIVE
MEETTNG CAP STILE STIFFENER
12 FIXED MEETING FOR DOOR
82` STILE51TFFENER TALL &
LESS
FOR DOOR 82' TALL & LESS
1.320
T— —{ 7.100 — 0.075
7 9 700.
0]5 13 ACTNE
MEETING 14 FXED MEETI STILE STIFFENERNGFOR DOORSTILE
STIFF N R S FOR .DOORS - - TALLER
THAN 82TALLERL9DA
DE
CRIPT
1 P 48.
o 6. S 3
Florida Building Code Online Page 1.of 4
l I
o
g
G
BCIS Home Log In Hot Topics; Submit Surcharge ',iStats & Facts Publicatlons FBc Staff:., BCIS Site Map - Links. Search ' -
S
Approval
A pey' USER: Public User
Product Approval Menu > Product or .Aoolication Search > Aociication List > Application Detail
FL # FL2646-R3
Application Type, Revision
10Code Version 2004 Application
Status^ Approved Comments ;
Archived:
Product
Manufacturer Pella Corporation Address/
Phone/Email 102 Main St. Pella;
IN 50219 641)
621-3316 tmeisenbarth@pella.
com Authorized
Signature Joseph Hayden` jahayden@pella.
com 9
Technical
Representative Todd,Umbel i
Address/
Phone/Email 2000 Proline Place d Gettysburg,,
PA 17325 umbeltp@pella.
com http://
www:floridabuilding.o g/pr/pr_app_dtl.aspx?param=w(3EVXQwtDquOAT9TZVWgsW9gSws4l suNLv95aNU... 11/25/2007. Florida
Building Code Online Page 2 of 4 l
Quality Assurance Representative Todd Umbel, , E Address/
Phone/Email 2000 Proline Place Gettysburg,
PA 17325 I I
umbeltp@pella.com CategoryExterior
Doors E Subcategory
Sliding Exterior Door Assemblies Compliance Method
Certification Mark or Listing Certification Agency
Window and Door Manufacturers. Association ' i i
Referenced
Standard
and Year (of Standard Year Standard) 101/
I.S.2-97 1997 AAMA/WDMA/
CSA 101/I.S.2/A440-05 2005 ASTM E1300-
02 2002 i l
Equivalence
of
Product Standards Certified By
S i
Product
Approval
Method Method 1 Option A i e
Date Submitted •
04/15/2007 Date Validated
04/15/2007 Date Pending:
FBC Approval 04/16/2007 Date Approved.
05/08/2007 s http://
www.
floridabuilding.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDquOAT9TZVWgsW9gSws4l suNLv95aNU... 11/25/2007 I
Florida Building Code Online Page 3 of 4
of Products
FL # Model, Number or Name Description
2646.1 SERIES 10 411-H-824.00/.O1) VINYL SLIDING GLASS DOOR
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL2646_R3_C CAC_Pella_CCL.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Installation Instructions
FL2646 R3 II FLORIDA P E. DRAWING 1248B.Ddf
Verified By: Warren Schaefer 44135DesignPressure: +25 /-25
Other: (411-H-824.00) SD-R25 (2426MM X
2426MM. (411-H-824.01) SGD-R25 (95-1/2" x 95-
1/2"). Configurations of glass conform to ASTM
E1300-02
2646.2 SERIES 10 411-H-824.04/.05) VINYL SLIDING GLASS DOOR
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No 1`1-2646_R3_C_CAC_Pe,j.1a_CCL 0f
Approved for use outside HVHZ: Yes Installation Instructions
Impact Resistant: No FL2646 R3 II FLORIDA P E DRAWING 1248B.odf
Verified By: Warren Schaefer 44135DesignPressure: +25 /-25
Other: (411-H-824.04) SD-R25 (2416MM X
411-H-824.05) SGD-R25 (95-1/8" X 81- 2080MM).
7/8"). Configurations of glass conform to ASTM
E1300-02.
2646.3 SERIES 10 411-H-824.02/.03) VINYL SLIDING GLASS DOOR
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL2646 R3 C CAC Pella CCL.Ddf
Approved for use outside HVHZ: Yes. Installation Instructions
Impact Resistant: No FL2646 R3 lI FLORIDA P.E. DRAWING 1248B.12df
Verified By: Warren Schaefer 44135DesignPressure: +30 /-30
Other: (411-H-824.02) SD-R30 (1829MM X
2083MM). (411-H-824.03) SGD-R30 (72" X 82").
Configurations of glass conform to ASTM E1300-02.
411-H-875.00/.O1) VINYL SLIDING GLASS DOOR2646.4 SERIES 25
11ILimits of Use IlCertification Agency Certificate
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDquOAT9TZVWgsW9gSws41 su NLv95aN U... 11 /25/2007
Florida Building Code Online Page 4 of 4
Approved for use in HVHZ: No FL2646 R3 C ACC Pella CCL.Odf
Approved for use outside HVHZ: Yes Installation Instructions
Impact Resistant: No FL2646 R3 II FLORIDA P E DRAWING 1525.Ddf
Design Pressure: +30 /-30 Verified By: Warren Schaefer 44135
Other: (411-H-875.00) SGD-R30 (70-3/4in x 79-
1/2in). (411-H-875.01) SD-R30 (1797mm x
2019mm) Configurations of glass conform to ASTM
E1300-02.
Back Nex[
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
OO 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer
Product Approval Accepts:
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Title Specimen 41 Specimen #2 Specimen #3-
AAMARatmg H-RI 5, 48 x 72 H-R50* 35 x 54 H=R40* 35 x 72
Operatin Force
Air Infiliration
271b max
0.12 cfrnd
N/A
N/A
N/A
N/A
Water Resstanee:Test Pressure
Unifoan Load Deflection Test Pressure
9.0 sf
15.0. sf .
N/A
50.0 sf
N/A
40.0 p'sf
Uniform Structural Load Test Pressure22.5 psf 75.0 psf,60.0 psf.
Forced EntryResistance Grade 10 NIA N/A Summary
of Results Title
Specimen #4 Specimen 45 .. AAMARating ..
H-R50* 48 x 54 H-R50* 48.x 54' Operating Force
Aar Infiltration
NIA N/
A
N/A
0.14
cfrn/ft2 Water Resistance
Test Pressure N/A 7.50 psf. . Uniforms Load
Deflection Test Pressure . 50.0 psf 50.0 Rsf Unif01M Structural
Load Test Pressure 75.0 psf 75 .0 sf Forced Entry
Resistance NIA N/A Reference- should
be made to ATI Report, No. 01-44887.04 for complete test specimen description: and data_
i 13,
0
Derry Court- York, PA
17402-9405 ' 9 phone: 717.
764:7700 fax: 717.
764.4124" www.archtestcoin
LOCK REQUIREMENTS
MAX. FRAME
WIDTH
NO. OF LOCKS
REQUIRED
29.5" & LESS 1
GREATER THAN 29.5" 2
6"
MAX.
0
J0
a
y
NOTE: UP TO 72" OVERALL FRAME z
HEIGHT, ALL WINDOWS HAVE A Li
50/50 TOP VS. BOTTOM PANEL T
SIZE. ONCE OVER 72" OVERALL
FRAME HEIGHT, THE BOTTOM PANEL
IS HELD TO A 36" HEIGHT.
d
X
N
GENERAL NOTES
1. THESE WINDOW SYSTEMS HAVE BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN PRESSURES NOT TO EKCEED
THOSE SHOWN IN TINE "ALLOWABLE DESIGN LOADS" TABLES.
2. BUCKING, OPENINGS & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER MIND LOADS
STRUCTURE. TO THE
3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & NAY NOT VARY UNLESS
SPECIFICALLY MENTIONED ON THE DRAWINGS.
4. THESE WINDOWS HAVE BEEN TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA 101/I:S. 2-97 'VOLUNTARY
SPECIFICATIONS FOR ALUMINUM, VINYL (PVC) AND WOOD WINDOWS AND GLASS DOORS."
5. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2D01 FLORIDA BUILDING CODE (FBC) FOR
NON -HIGH VELOCITY HURRICANE ZONES (NON-HVHZ).
B, THESE WINDOWS SYSTEMS ARE NON -IMPACT RATED AND MUST BE SHUTTERED WITH A FLORIDA CODE APPROVED
SHUTTER WHERE REQUIRED BY CODE,
7. ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL -
SHALL BE BEYOND WALL FINISH OR STUCCO.
B. ALL FRAME ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED SUCKS OR WOOD FRAMING SHALL BE
CAPABLE OF RF_SISIINC CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS 1, THE WOOD.
9. TESTS COMPLETED INCLUDE AIR INFILTRATION PER ASTM E283, WATER RESISTANCE PER nSTN1 E547 &/OR E331,
UNIFORM LOAD STRUCTURAL PER ASTM E330 & FORCED ENTRY PER ASTM F5BB.
10. ALL WINDOW SIZES SPECIFIED AS ALLOWABLE IN THE "ALLOWABLE DESIGN LOAD TAf. E HAVE BEEN COMPARE TO THE
TESTED UNITS AND ARE RESTRICTED BY THE OVERALL SIZE (AREA) OF THE TESIED 1: 'S. ALL COMPONENTS HAVE BEEN
CHECKED, INCLUDING GLASS TO ASTM E1300-94,.TO SUPPORT THE LOADS AS SPECIFIED IN THE LOAD TABLE, .. _... _
1 L TO THE BEST OF OUR KNOWLIEDDE, THE WINDOWS SHOWN HEREIN ARE CERTIFIED AND/OR QUALITY ASSURED BY A
FLORIDA STATE APPROVED CERRFlCATION/OA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE STATE CODE &
CHAPTER 98-72 DEPARTMENT OF COMMUNITY AFFAIRS-FLORIDA BUILDING COMMISSION SPECIFICATIONS. BY LABELING
THE WINDOW, THE MANUFACTURER CONFIRMS THAT THE PRODUCT 15 ASSEMBLED IN ACCORDANCE WITH THEIR
RESPECTIVE DA & TESTING REPORTS.
12. THESE DRAMNOS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS
AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. WINDOW ASSEMBLY SHALL BE IN ACCORDANCE
WITH THE MANUFACTURERS QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS.
CORNER CONSTRUCTION
IAMB CORNERS: MITERED AND WELDED
2 .ORNEM MrTEREO AND WELDED
WINDOW ALLOWABLE SIZE VS.
PRESSURE TABLE
MAXIMUM MAXIMUM ALLOWABLE
FRAME FRAME PRESSURE
HEIGHT WIDTH
IN.) (IN.) (PSF)
U90 54 35,7
90 42 44.9
90 42 44.9
90 38 48,6
0)90 1 36 50.2
84 54 39,8
84 45 46.8
84 42 50.0
84 38 55.0
78 54 44.9
78 4B 50.0
78 41 55,0
73 54 45.0
m 73 52 1 8 50.0
72 44 55.0
66 49 55.0
0162 52 1 8 55.0
1) = TESTED SIZES
MAX. FRAME WIDTH (F.W.) PER SIZE
AND LOAD TABLE ON THIS SHEET SEE "CORNER
CONSTRUCTION,"
I B" MAX, (p1 6" DESCRIPTION ON
O.C. I CT- MAX._d THIS SHEET
D.L.O. = F.W. - 3" I MAX.
I
I
TYP. FRAME ANCHORS
WHERE SHOWN. SEE.
FRAME ANCHOR
REQUIREMENTS TABLE"
ON THIS SHEET FOR
REQUIREMENTS.
18" MAX. O.C.
WITH WNDOWS 87 TALL
AND LESS. 19,5" MAX.
B1 2
WITH WINDOWS TALLER
15 2 2 THAN 87
I q,"
LOCKS i 9„
I
4 9"
A11MONAL 14
FRAME ANCHORS OPPOSITE IONLYREQUIREDD
WITH WINDOWS
THAT ARE
2
I
GREATER THAN I 18" MAX.
36" IN FRAME
WIDTH
2 I
D.L.O. = F.V. C 3"
6„
MAX.
EXTERIQR ELEVATION
SINGLE WINDOW
SCALE: N.T.S.
FRAME ANCHOR REQUIREMENTS TABLE
OPENING TYPE ;,j;
SUBSTRATE)
JAMB TO OPENING
FASTENER TYPE
MINIMUM
EMBED
MINIMUM
EDGE DIST.
2X-.W'OOD FRAME OR BUCK NO. 10 SMS SCREW _ 1. 1 4...... 3 4.
CMU/CONCRETE . 1 3 16' CONCRETE SCREW 1 1 i 4" 2"
1) CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS,
HILTI KW!K-CON II OR POWERS RAWL TAPPER (HARDENED STEEL OR S,S.).
ANCHOR NOTE: FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING,
MOUNTED ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. 2X4
NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 20 BUCK, NO.
10 SHEAR SCREWS SHALL BE USED. WHEN DIRECT MOUNTED OR MOUNTED
WITH SPACER, 3/16" CONCRETE SCREWS SHALL BE USED. SEE ANCHOR
REQUIREMENTS TABLE" FOR EMBED REQUIREMENTS.
WN
I Z HN7
o F g
p LJD_ O
i 2 z v
0 00"
5 0co
1 w oao
cn
1
N
1 OF 3
I
IN
I
FRAME ANCHOR .... - 3/8" ,MAX. - - 3'
ow•WN ft M. erBUCKATTACHMENTBYOTHERS '
r
PER ELEVATION
ANCHORGLAZING
SHIM AT ERACH FRAME WIDTH (F.W.) SHIM BA MAX. arw . s
MIN 2X4-BUCK FRAMING & `'
DETAIL ON SEE GLAZING I ANCHOR
EACH Pc
SHEET 3 DETAIL ON H
r
9 .
2 noi"e
3/8" MAX. ! SHEET'3'. 3
SHIM AT.-F-A 25 20 7 20 ..
c: ANCHOR EXTERIOR FRAME
9 . ,
FRAME
13 ANCHOR O - :.Cam' ANCHOR
PER P ER25ELEVATIONI
SEALANT BY — ELEVATION
ff
OTHERS
1 12 g
MIN. 2X4 oMIN, X42 _
EXTERIOR CONT. FRAMING &
r FRAMING. &
BEHIND FIN SECTION FRBUCK,
BB2SEEGLAZING
ATTACHMENT SCALE: 1/
2 FULL 2 BY OTHERS 2 20 20
ATTACHMENT DETAIL ON
SECTION q { ' EXTERIOR 2 BY OTHERS SHEET 3 (
MEETING STILE DETAIL FOR FRAMES j C SCALE: .1/
2 FULL 2 GREATER THAN 36" iN WIDTH) SEALANT BY in OTHERS SECTION :.
o
o gym SEE GLAZING (SEE SECTION 81/8 FOR DETAILS h10T SHOWN) - q1 DETAIL ON
76 CONT.
SEALEANT
SCALE: 1/2 FULL 5 CONT. SEALEANT s p w¢o SHEET 3115BEHINDFINBEHINDFINUaz° vl o :3 EXTERIOR20U26 ? T
o
u)
z 26 9
V
z n..OLCJ 5 2 W
c . 4 CONT. SEALEANT
FRAME
ANCHOR PER z 8 BEF:
IND
FIN
ELEVATION THROUGH SPACER w 3/i6CDNCRSCREW & INTO BUCK MIN, 1 1/4" 21 TO REPLACEALL
FRAME CONT. SEALEANT BEHIND r SECTION B1
SCREWSSHOWNIN
FIN. FIN MAY BE ELEVATIONS. REMOVED IF
REQUIRED M SCALE-- 1/2FULL2BYMOUNTINGCONDITION.
BUCK/FRAMING & c " MEETING STILEDETAIL
FOR FRAMES 4 e B 36" OR
LESS
IN WIDTH) z OTHERS ACHMENT BY _
c
m BUCK
ATT a . ^ 0 n.
T CONTINUOUS WOOD FIEMBER
LESS IN
SIZE CONTINUOUS' WOODa. H SEE GLAZING 1THANA2X_ BUCK TO " ' ' MEMBER LESS IN SIZE o DETAIL \ SEALANT BY
THAN N. 2X_ BUCK_TO 3 BE MIN.
2 1/2 DEEP. SEALANT BY- SHEET 3 1OTHERSBEMIN. 2 1/2' DEEP. F 9.. I NOT.REOUIRED
WHEN OTHERS . 3/8", OR
LESS SHIM NOT "ROQUIRSS WHEN ' ¢ ,
x EXTERIOR 20 20
SPACE
EXISTS (
USE 3/8",OR LESS SHIM $$vUr e'er
EXTERIORSHIMSAT .EACH ANCHOR SPACE EXISTS (USE N i 3 ONLY).'
EXTERIOR
SHIMS AT EACH ANCHOR z w G" 6 0 LY).
F 3 q Epy 10
OPTIONAL. DIRECT MOUNT DETAIL'` N "r sE
LANr
BYOPTIONAL::MOUNT DETAIL
TO + y oTHERs - -_ _ TO
BLOCK -.
OR
CONCRETE- WITH 'SPACER -.'OR, SHIM WOOD 6UCK OR -FRAMING 'WITH SPACER .'''" ••a ` 1.1/4MAX. - HEAD SECTION SHOWN, SIOES.SIMILAR ` TSHIM_AS_RE4'D_ - p ? HEAD SECTION SHOWNSIDESSIMILARyrTOSUPPORT --.._..-- ---._:.—. _. _... -- --- o
WINDOW SILL C
r. .+ MIN "
2X4 - • : `
Tn •
N.: BUCK/FRAMING &
BUCK
ATTACHMENT CONT.
C BY
OTHERS
SEALEANT
SECTION !! r
ppp
BEHIND FIN SCALE:
1/2 FULL 2 3 CONTINUOUS BEADS ° u+o ; OF URETHANE SEALANT
1414 ` SHEET NO. 2
of 3:
ITEM PART ITEM DESCRIPTION
SEE OPTIONS BELOW) 2.710
0.060 1 782202 HEAD JAMB
POLYURETHANE HOT 2 7822 44 SIDE JAMB
caecncn an.
w.ws.
ontE ao/os
MELT SEALANT BY 1.375 3 782206 SILL JAMB RIGID PVC
NATIONAL STARCH 4 782206 MEETING RAIL RIGID PVC
THICK
5. 613106 INTERLOCK RIGID PVC0.920 6 613110 SASH RAIL RIGID PVC
1/2" MIN. BITE 0.6857 613108 SASH STILE RIGID PVC1/8" 8 615189 MEETING RAIL STIFFENER 18 GA. GALVANIZED STEEL
SETTIODD JAMB 9 615184 INTERLOCK STIFFENER 18 GA. GALVANIZED STEEL
BLOC10 LOCKING PIVOT BAR DIECAST ZINC 0.
920 11 805021 GLAZING BEAD RIGID PVC 12
782265 MEETING RAIL STIFFENER 6061-T6'ALUMINUM GLAZING
DETAIL 13 782266 INTERLOCK STIFFENER 6061-T6 ALUMINUM HARDWARE
OPTION
1: 21/32" LG. GLASS WITH 2.5 MM ANNEALED 0,060 i5 615002 LOCK 2 PER WINDOW 04 nPANES
WHEN GLASS D.L.O. SHORT SIDE 2.710 16 700123 LOCK KEEPER 2 PER WINDOW o F g- m DIMENSION
IS 29" OR LESS & LONG SIDE SEALS AND SEALANTS -Z (
L DIMENSION
IS 33" OR LESS. 20 700122 SWEEP WHITE NYLON PILE r a Z°• I OPTION
2: 23/32" I.G. GLASS WITH 3 MM ANNEALED 21 940253 SWEEP i WHITE NYLON PILE 0C9 n PANES
WHEN GLASS D.L.O. EXCEEDS FASTENERS a- OPTION
1 SIZE. --I 1.375 0.685 25 900781 #6 X 3/4" PH SELF DRILLING SCREW 2 PER LOCK & 2 PER KEEPER WHEN FRAME WIDTH IS z q o a.
36".
OR LESS z W g @SIDE
JAMB 26 9,00979 #6 X 5/8" FH SMS 2 PER LOCK & 2 PER KEEPER WHEN F11 RAMEWIDTHISu 0 0.
685 0,
060 1.
875 1.
700 J
I
2.
581 1,
375 1 1 1.270 0.
060 0.
080 2,
710 1.340 - OSILL
JAMB gOMEETING RAIL 5OI TERLOC 0.
900 0.800 0.
845 0.
225 - O 0.
445 U 11
GLAZING 12 MEETING 13 INTERLQCK BEAD
BALL STIFFENE STIFFENER
GREATF..
R THAN 36 z 1.
071 = 0,665 0.
060 1.250 0.060 1.
250 i p---p z_
S 4
T L --
0.060 0.453T --7 0.048 1.
075 O 0.900 Ld up 1.
075 ASH
RAIL SASH STILE T8 MEETING RAIL 9OINTERLOCK/LOWER Z gLL STIFFENER
SASH W STIFFENER .
UF
Y
iyfa a. •
v g. n,,. ....
1. -. 1AWIIJG
NO. JREV. 1414
SHEET
NO, i
OF J
Florida Building Code, Qri ine Page 1 of 2
BCIS Home Log In j Hot Topics Submit Surcharge Stats & Facts .! Publications FBC Staff !: BCIS
Product Approval
USER: Public User
PLod 1:c Arp.mrat MPrnu > Prodticr.cr...i.rign S...,a r c ki > A,p,,_,a _ . is > Application Detail U4} y q}u
t4 *ti
FL #
Application Type Code
Version
Application Status
FL5049 New
2004 Approved
Comments
Archived
F3.
Product
Manufacturer
1 x
Address/Phone/
Email
hJaPEO Authorized Signature w
iAPA1C
WJXAVPGMi+DYfffntia
tai R 3Al 'N Technical Representative f, , ,,I ". —11, Address/
Phone/Email Quality Assurance Representative O111
Address/Phone/Email
PINE Category Subcategory Compliance MethodCertification
Agency
Referenced
Standard and
Year (of
Standard) Pella Corporation 102 Main
St..
Pella, IA
50219 641)621-
1000 jahayden@pella.com
Joseph Hayden jahayden@pella.
com Windows
Single Hung
Certification Mark
or
Listing Window
and Door Manufacturers Associz
Standard i http://w.ww.
floridabuilding.
org/
pr/prapp_dtl.aspx?param=wGEVXQwtDgvfUO%2fq... 5/10/2006 5
Florida Building Code Online
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Page 2 of 2
ANSI/AAMA/NWWDA 101/I.S.2-97
ASTM E1300-02
Method 1 Option A
08/05/2005
08/05/2005
08/15/2005
08/24/2005
FL # JlModei, Number or Name IlDescription
5049.1 IlSeries 10 - Reinforced Active II(411-H-699.02) PVC Single
Meeting Rail & Stiles
Limits of Use (See Other) Certification Agency Cert
Approved for use in HVHZ: Installation Instructions
Approved for use outside HVHZ: F'°ID '04{__I 'Cg..._Ipr.Pe ll
Impact Resistant: Verified By:
Design Pressure: +/-
Other: H-R40 (4ft Oin x 4ft 5-1/2in).
Configurations of glass conform to ASTM E1300-
02.
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Copyright and Disclairr
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvfUOg/o2fq... 5/10/2006 i
11
ti
D
9
STORE COPY
INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INTIEXTIPATIO
DOOR
t OWE'S OF SANFORD, FL, STORE # 1657:SALESPERSON: FARAH PAZIENZA
3780 ORLANDO DRIVE SALESPERSON ID: 1175027
SANFORD, FL 32773 Document Print Date: 04/24/2008
This is only a Quote for the merchandise and services printed below. This becomes an agreement upon payment and
an endorsement by a Lowe's register validation.. Upon such payment and endorsement, the entire agreement, Including
the specifically completed pages of this document, the Terms and Conditions included with this document and any other
addenda or attachments hereto, shall be referred to herein as this "Contract'
PLEASE READ THIS ENTIRE DOCUMENT MrLUDIKG THE "TERMS AND COPIDITIONS " BEFORE SIGNING
La"'s Registration or Contractor License Number / Lawe's Ccrftractor Name
Florida Contractor License Number CGC1508417
Customer Name Home Phone
S CARALA MERZKE 407.321-0976
O Customer Address Other Phone
203 DOGWOOD DRIVE 4 • 3 afi O-
L City State I Province Zip i Postal Code
D SANFORD FL 32771
Installation Address
T 203 DOGWOOD DRIVE
O
Installation City installation State/Province Installation Zip/Postal
Code
SANFORD FL 32771
MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
14406 : STK : PFJ QTRD 106 11116'X11 /16"X8' : PFJ QTRD 106 11116"X11116'X8' - OTY 3 I201711 : STK : 1 X4X8 PT APPEARANCE BOARD ACQ : 1 X4X8 PT APPEARANCE BOARD ACQ - QTY 3
215519 : 70 3/4" X 79 1/2'.: SOS: SOS TSTAR BBG VINYL PATIO DOOR: 70314" X 79 1/2'1XO/PATIO : PELLA VINYL DIVISION - CITY 1
231054 : PO KEYLOCK #V615318 : SOS: SOS VYL THERMASTAR PATIO DR: PD KEYLOCK #V615318 : PELLA VINYL DIVISION - QTY 1
Materials Price $
Store 1657 Project No. 233257190 for CARALA MERZKE Page 1 of 5
ca
a
40
d
STORE COPY
INSTALLATION DESCRIPTION
Stock or SOS: SOS Door Type. Patio
Select Location :.,Back Door Select New Door: Sliding,
Hidden damage Description: None Number of additional holes bored for accessories: None
Install Specialized Mortise Hardware: No Total Linear Feet of Custom Trim to be Installed 0
Customer Understands Scope of the Project: Yes Permit Required: No
Additlonal Miles Traveled over 20 : 0 Bring Up To Code Description : woodwork on sgd & bring up to code
Bring Up To Code Charge: Yes Local Disposaf Fee, Yes
Describe Other Work Needed : None Comments: No Comment
Labor
Additional Specifications:
Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if prop- erty is governed by Historic District Regulations.
Additional Specifications The ,Environmental Protection Agency (EPA) has requested that Lowe's notify installation customers that a lead based paint hazard
may exist in dwellings built prior to 1978. See pamphlet EPA 747-K-99-061 for details.
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES Where applicable labor is taxable,check bc81 tax restrictions.
SUB -TOTAL 1402.431
SALES YAK[ 0.
DELIVERY 0.04
TOTAL' 1402.
BALANCE,DUE
Work is to commence upon reasonable availablity of Contractor which is aeYticipated to be [fill In date].
Estimated completion date is [fell in date].
00 .
N Store 1657 Project No. 233257190 for CARALA MERZKE Page 2 of 5
STORE COPY
NOTICE TO CUSTOMER
All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on
this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra.labor or material incident to installation ne-
cessftated by defective substructures, superstructure,. points of attachment, or the moving of fixtures or appliances to be billed at -extra cost to customer. DO
NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT, BY SIGNING BELOW,
YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREETO THE TERMS AND CONDITIONS SET FORTH ON THIS CON- TRACT.
YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. WITNESS
OUR HAND(S) AND SEAL(S) BELOW THIS _DAY OF , n
a
city
M
u
state
Zip I Poslai Code Seal)
Omer
Spouse
Customer
acknowledges receipt of a true copy which was completely tilled in prior to Customer's execution hereof. You the customer may cancel this t>vransection at
Z{ny nma prior to mianigni on ine inira ousinesrsr aay arter ine sate i» this transaction. 5ee the attached Notice of Right to Cancel for art explanation of this
right. m
Store 1657 Project No. 233257190 for CARALA MIERZKE Page 3 of 5