HomeMy WebLinkAbout2814 Central DrC(p or
MAY •8 2011
S Cl Y OF SANFORD
BUILDIN E PREVENTION
e PERMIT APPLICATION
Application No:( Documented Construction Value: $ i
Job Address: Cwt, c-
Historic District: Yes No
Parcel ID: Zoning:
Description of Work:Q
Plan Review Contact Person: taMVQ_- Title:
Phone: '(" Z2Z•C2 Fax: 2Ce • (?F}- E-mail:IJI-Cs ia c,m.rF c.I%.Cf .i(M,
Property Owner Information D
Name C/ (Q-, . Phone: s
Street: tN 6LA/() • Resident of property?
City, State Zip: OWpo%P- , r 'v 7'l3
I'
Contractor Information
Name ,N w. (L; `i t9 t.F t.)c' 1) 8-OD'iti Phone-G 2•'JeIGJ
Street: Fax: . 2&A•
City, State Zip:& J +' I Efi -2lj State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Arch itectlEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical Plumbing
New Service — No. of AMPS: New Construction - No. of Fixtures:
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads:
k% vL,EY i d "`LwG Q iYZJvTboN c u/1C(,5 W j t Wl-1 3tiL A -r- n4c
1' O —, 3'- r r v ev.. P,dc wT'. G.Sc CJ /, Ov — .- csAPvvrz A-n• /kri'vz.cAn.s
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.
r
Signature
APPROVALS: ZONING: UAKUG-, 5-49 UTILITIES:
COMMENTS:
Rev 11.08
Date
Print Contractor/Ager$'s Name
USigna t,eofNo to a of Florida ate
ENGINEERING: ! A Wk 5' 1 • / FIRE:
SHARON MARIE NELSON
NOTARY PUBLIC
STATE OF FLORIDA
Comm# E051045
Contracto /
t
gen Cxit
1
er on afly Known to Me or
Produced ID pe o
WASTE WATER:
BUILDING:
S A -11
ignat 6 of Owner/Agent Date
ire C rasp'cla4y--,
Print Owner/Agent' me
ZaAhn M UdM s/l K AI
Signature o Notary -State of FSHARON MARIE NELSON
NOTARY PUBLIC
CE
STATE OF FLORIDA
Comm# EE051045
ts, Expires 12/22/2014
Owner/Agent is o Me or
Produced ID Type of ID
r
Signature
APPROVALS: ZONING: UAKUG-, 5-49 UTILITIES:
COMMENTS:
Rev 11.08
Date
Print Contractor/Ager$'s Name
USigna t,eofNo to a of Florida ate
ENGINEERING: ! A Wk 5' 1 • / FIRE:
SHARON MARIE NELSON
NOTARY PUBLIC
STATE OF FLORIDA
Comm# E051045
Contracto /
t
gen Cxit
1
er on afly Known to Me or
Produced ID pe o
WASTE WATER:
BUILDING:
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
IPARCEJ; FP1=1,l1;
DAVWJorwSoN. CFA,ASA
PROPERTY
APP.,RA
IN(
rISER
LsQvl00tINTYA-
0' -4vY "4 k V,
1101'E. MRSTSr-
SANFORD. FL 277 1-1468
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31 •
WOODMERE BLVD
VALUE SUMMARY
GENERAL
VALUES
2011
Working
2010
Certified
Value Method Cost/Market CostlMarket
Parcel Id: 06-20-31-505-OA00-0340
Number of Buildings 1 1Owner: COMMUNITY BASED CARE OF
Depreciated Bldg Value $38,995 43,013Own/Addr: CENTRAL FLA INC
Depreciated EXFT Value $0 0MailingAddress: 117 E LAKE MARY BLVD
Land Value (Market) $14,100 14,100City,State,ZipCode: SANFORD FL 32773
Land Value Ag $0 0PropertyAddress: 2814 CENTRAL DR SANFORD 32771
Just Value ValueValue $53,095 57,113SubdivisionName: WOODMERE PARK 2ND REPLAT
Tax District: S1-SANFORD Portablity Adj $0 0
Save Our Homes Adj $0 0Exemptions:
Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 0
Assessed Value (SOH) $53,095 57,113
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 53,095 $0 53,095
Amendment 1 adjustment Is not applicable to school assessment) Schools 53,095 $0 53,095
City Sanford 53,095 $0 53,095
SJWM(Saint Johns Water Management) 53,095 $0 53,095
County Bonds 53,095 $0 53,095
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vaclimp Qualified
CORRECTIVE DEED 05/2011 07567 0908 $100 Improved No
WARRANTY DEED 03/2011 07548 1317 $40,000 Improved No 2010 VALUE SUMMARY
SPECIAL WARRANTY DEED 03/2010 07366 135 $40,000 Improved No 2010 Tax Bill Amount: 1,147
CERTIFICATE OF TITLE 07/2010 07334 0169 $100 Improved No 2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED06/2006 06313 0490 $132,000 Improved Yes
WARRANTY DEED 08/2003 04977 1572 $75,000 Improved Yes
WARRANTY DEED 10/2001 04225 0071 $53,000 Improved Yes
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick...
FRONT FOOT & DEPTH 75 128 .000 200.00 $14,100 LEG LOT 34 BLK A WOODMERE PARK 2ND REPLAT PB 13
PG 73
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building
1 SINGLE FAMILY 1961 6 888 1,120 888 CONC BLOCK $38,995
Sketch
55,707
Appendage I Sqft OPEN PORCH FINISHED/ 32
Appendage / Sgft UTILITY UNFINISHED /56
Appendage / Sgft ENCLOSED PORCH UNFINISHED 1144
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base
Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
Ifyou recently purchased a homesteaded property your next ear'sprop" tax will be based on Just/Market value.
http://www.scpafl.orglweb/re web.seminole county title?parcel=062031505OA000340&c... 5/18/2011
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INSTALLATION NOTES:
I. ONE (2) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISESTATED•
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINMUNI NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL UNSI'AUATUONANCNORT KIINWA
TOLERA=VFS2/2 INCHOFTHE OEPTCTED LOCAnMV IN THE
ANCHOR LAYOUT DETAIL (LE. WITHOVT OONSIDERATIONOF
TOLERANCES). rOLERANCFS ARE NOrCUMULATM FROM ONE
INSTALLATIONANCHOR 70 THE NZW,
4. FOR INSTALLAMONTHROUGH 2X BUCK USE p8 WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHLNE I ZO INCH MR7IMUM
EMBEOMENTINTO WOOD SUBSTRATE-
S, UBSTRATESFORINSTALLATIONTHROUGH2KBUCKUSE5dAOOHNNNAILOF
SUFMENT LENGTH TO ACHIEVE 2INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE RECOMMENDED HAIL HEAD DIAMETER
TO BE AT LEAST 037Y'.
6. FOR INSTALLATIONTHROUGLSTEEL STUD USE RB TEKSCREW OR
EQUIVALENT OF SUFFICIENT LENGTH TO ACHIEVE 37HRE'ADS
MUJIMUM ENGAGEM@NT THROUGH STEEL FRAW SUBSTRATE
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE -WALL
FINISHES, INCLUDING DUE• NOT UMITEDTOSFUCCO, FOAM, BRICK
VENEER.ANDSIDWG.
R. INSTALLATION ANCHORS AND ASSOOATEO HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERfALOR HAVE A
CORROSION RESISTANT COATING.
9. FOR HOLLOW 51.004 AND GROUT FILLED BLOCK, DO NOT
INSTALL INS(ALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE 5 MEASURED FROM FREE EDGE OF BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHELLOFBLOCK, _
10 INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, ANDANCHORS SHALL NOT BE
USED W SUBSTRATES WON STRENGTHS LESS THAN THE
MINIMUM SIAEN67H SPECIFIED BYTHEANCHOR
MANUFACTURER.
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREILLARE BASED ON SUBSTRATE MATERIALS WITH THS
FOLLOWING PROPERTIES:
A. WOOD --MINIMUM SPEGFICGRAVHYOF QSS.
TL CONCRETE•MORMUM COMPRESSIVE STRENGTH OF 2700 PSI.
C. MASONRY -STRENGTH CONFORMANCE TO ASTM CAO, GRADE
N, TYPE 1IOR GREATER].
D. STEEL• MINWUM YIELD STRENGTH OF 33 KSL MINIMUM WALL.
TIRCKNESSOF 33 MILS.
r't G?--.r-7.ti
ALE 00 WINDOWS
DSEI.w3:TTJIUVI
GENERAL NOTES:
A. THE PRODUCT SHOWN HEREIN S DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
BUILDING COOE, EXCLUDING HVHZ.
AA5WWDAWCS4 I0JASZ/A440`05
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETEJMASONRY, 2X AND STEE:LSTUD FRAMING ASA
MAW WIND FORCE RESSTWGSYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADSTOTHE FOUNDATION 5TH£ RESPONSIBILITY OFTHE
ENGINEER OR ARCHITECTOF RECDRD FOR THE FROIECT OF
INSTALLATION.
3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHOREDTO PROPERLYTRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBRNYOFTHEENGINEER ORARCHDECrOF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALIATIOH DETAILS DESCRIBED HEREWARE
GENERK:AND MAY NOTREFLECTACTUAL COUDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DQCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM S REQUMM TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE
6 WINDOW FRAME MATERIAL ALUMINUM
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS SEE SHEET 4 FOR GLAZING DETAILS
a 0W&ATXM'X AND'0•STANOFORTHE MUOWTNG:
X. OPERABLEPANEL '
O: FIXEDPANEL
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WINDOWS
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15z
v2 -•L St =
0o3`'
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OF
TABLE OF CONTENTS
SHEET I REVIS ON SHEET DESCRIPTION
2 - INSTALLAT EON A 619VE11AL NOTES
2 - ELEVATION, ANCHOR lERAYOUT d PRESSURE CHARTS
3 VTICAL SECTIO14S
4 HORIEONTAL SECTS" 4 6LAZIN6 DETAA.
D - COMPONENTS d BILL OF MATERIALS
a enco
WINDOWS
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OF
DESIGN PRESSURE RATING
6LAZE TYPE _ BSS16N PflESSU<ZF AIISSLE IMPACTRATING
1 35/-47.2 P5F NOT RATED.
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WINDOWS
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a encs
WINOOWS
z
UNITMAX.
H
H w
WIDTH a 3o N $ a
53.00`
D.L.O. MAX
WIDTH m a o p v Z g
51.30' to
2.00` MAX, FROM I2.00' MAX. iii w
3 3
LU
CORNERS 7YP O.C. TYP g o_
m
aMAX.
EEC+ T 4 ,
a
4 4 •
a
ANCHOR
INSTALLA
331251
m
CC..•
HEIGHT • J. 12.00" MAX
72.00' SASH ! O.G. TYP
MAX •x •x
HEIGHT
w
p
2.00' MAX FROM
9 CORNERS TYP
SASH MAX Z
521T %
ANCHOR LAYOUT s
ELEVATION'
FINto
j'a
co Z F
DWG #:
ALWO09
SHEET: 2 of 5
II
2X WOOD FRAME
BY OTHERS
SHEATHING
BY OTHERS
CAULK BETWEEN
FIN &SHEATHING
EXTERIOR FINISH
BY OTHERS
2• MIN. EMBEDMENT
5d ROOFIN6 NAIL
INSTALLATION ANCHOR
1/4' AAAX
CAULK 1 I SHIM SPACE
BY OTHERS 1 /
O.A. WINDOW 9
HEIGHT SEE GLAZING
DET/aLi
EXTERIOR 79 INTERIOR
VERTICAL SECTION
HEAD - 2X WOOD FRAME
FIN INSTAUATION
EXTERIOR 17
13
O.A. WINDOW 5 I
HU6HT (1
1?
EDGE
PERIMETER
STEEL STUD --{
3 THREADS OF MIN.
ENGAGEMENT
BY OTHERS I
SHEATHIW I 8 TEK SCREW
BY OTHERS INSTALLATION
ANCHOR
CAULK BETWEEN
FIN d SHEATHING
EXTERIOR FINISH
T
BY OTHERS
PERIMETER 4'MAX
CAULK /
1 SHIM SPACE
BY OTHERS l
O.A. WINDOW .9
HEIGHT SEF GLAZING
DETAIL I
EXTERIOR 19 INTERIOR'
r
VERTICAL SECTION i
INTERIOR3 MEETING RAIL EXTERIOR
SEE GLAZIM OA, WINDOW
DETAIL 7 HEIGHT
I ETI
CAULK 12 U4MAX, PERICAULK
BY OTHERS SHIM SPACE ', BY'OTHERS
EXTERIOR •
3/4` LAIN
FINERS `"
BY OTHERS
E DISTANCE
y :•}
CAULK BETWEEN :+' •+' y( WOOD BUCK
FIN & 2X WOOD •• BY OTHERS
BUCK,
17/2•CONCRETE/MASONRY
8 WOOD SCREW MIN. BY OTHERS
INSTALLATION EMBEDMENT CAULK BETWEEN
ANCHCMZ CONCRETE/ MA50NRY d 2X
WOOD BUCK BY OTHERS
VERTICAL SECTION
SRL-2X WOODBUCK
RN INSTALLATION
EXTERIOR
FINISH
BY OTHERS
CAULK BETWEEN
VERTICAL SECTION
3 HEAD-STEELSTUD
FIN INSTALLATION
y INTERIOR
1 10
3
i
1I
SEE GLA21W
DETAIL 1
El
2 1/4' MAX.
SHIM SPACE
FIN & 2X WOOD"'—STEEL STUD
BUCK BY OTHERSJL3THREADSOFMIN. #8 TEK SCREW
ENGAGEMENT , INSTALLATION
ANCHOR
g VERTICAL SECTION
slu-sTE LSIUD .
FIN INSTALLATION
a encs
WINDOWS
ZV)
LuN
Ic
Mix
N 4
w
3 OF
3/4• MIN.
EDGE DISTANCE
1/411 MAX.
CONCRETE/ MASONRY
SHIM SPACE
f --
By
OTHERS
2X WOOD BUCK
BY OTHERS
CAULK BETWEEN
INTERIOR CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
8 WOOD SCREW
18 ® •;
INSTALLATIONANCHOR
11/2' MIN.
EMBEDMENT
CAULK BETWEEN
FIN & 2X WOOD BUCK
19 Lr 3 .. 'EXTERIOR FINISH
SEE GLAZING EXTERIOR
BY OTHERS '
DETAIL I PERIMETER CAULK
BY OTHERS
O.A.
WINDOW
WIDTH
HORIZONTAL. SECTION
4 IAMB - 2X WbOO BUCK
FIN INSTALLATION
EXTERIOR
GLAZING DETAIL 1
3/4' MIN.
EDGE DISTANCE I/4•' MAX, ;
SHIM SPACE
i
2X WOOD FRAME By,OTH£RS
i
5d ROOFING NAIL INTERIOR
INSTALLATION AN0409 SEE GLAZING
DETAIL
19
1
z°MIN. j
EMBEDMENT k1614CAULKBETWEENFINASHEATHING
EXTERIOR FIW5H771 1
BY OTHERS
PERIMETER CAULK EXTERIOR'
BY OTHERS .
O.A. t
WINDOW
WIDTH
HORIZONTAL SECTION
4 IAMB -2X WOOD FRAME
FIN INSTALLATION • .
3/4• MIN.
EDGE DISTANCE
1/411 MAX.
CONCRETE/ MASONRY
SHIM SPACE
f --
By
OTHERS
2X WOOD BUCK
BY OTHERS
CAULK BETWEEN
INTERIOR CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
8 WOOD SCREW
18 ® •;
INSTALLATIONANCHOR
11/2' MIN.
EMBEDMENT
CAULK BETWEEN
FIN & 2X WOOD BUCK
19 Lr 3 .. 'EXTERIOR FINISH
SEE GLAZING EXTERIOR
BY OTHERS '
DETAIL I PERIMETER CAULK
BY OTHERS
O.A.
WINDOW
WIDTH
HORIZONTAL. SECTION
4 IAMB - 2X WbOO BUCK
FIN INSTALLATION
EXTERIOR
GLAZING DETAIL 1
ALUM E HEAD O FRAME SILL
2.03-11
75 ' 2•gp2
OSASH HEAD
ALUM,
1.334
L323
SASH SILL.' 5 ALUM,
0.79
0.752
7
OFRAME JAMS3ALUM.
LOWER SASH JAMB6ALUM.
0.88
0104
QUAPLIPAAEALR SASH JAMB -%1 MELTING RAIL O nLAZING BEAD
UM.
LI MRAIL/GLAZING BEAD 12 LSO
O.ICT 0.586
2,391 1.441 —IF1.375
0.87. 1.596 5
0.753 Q46
14 SCREEN FRAME lb. SCREEN RETAINER $17LTA LATCH
ALUM, AL.
0.75 0.7x7
t 0312 —' r 0383 ® 0.898
P:
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BILL OF MATERIALS
ITEM NO. DESCRIPTION MANUFACTURER
1 FRAMEHEAD ALENCO
2 AME SILL ALENCO
3 AME JAMB VALUMINUM ALENCO
4 SASH HEAD ALENCO
5 SASH SIL. ALENCO
6 LOWER SASH JAMB ALUMINUM ALENCO
T UPPER SASH JAMB ALUMINUM ALENCO
8, MEETZ GRAIL ALUMINUM ALENCO
9 GLAZING BEAD ALUMINUM ALENCO
10 VINYL INSERT VINYL ALENCO
11 LIF7RArL/GLAZlNG BEAD ALUMINUM ALENCO '
12 LOCK ALUMINUM AL NC.O
13 GLASS SHIM Vn4yL ALENCO
14 SCREEN FRAME ALUMINUM ALENCO
15 SCREEN SPLINE • VW & ALENCO
16 SCREEN RETAINER ALUMINUM ALENCO
17 SCREEN
18 TILT LATCH ALUMINUM ALENCO
19 5/8'INSULATEO GLASS
ALUM E HEAD O FRAME SILL
2.03-11
75 ' 2•gp2
OSASH HEAD
ALUM,
1.334
L323
SASH SILL.' 5 ALUM,
0.79
0.752
7
OFRAME JAMS3ALUM.
LOWER SASH JAMB6ALUM.
0.88
0104
QUAPLIPAAEALR SASH JAMB -%1 MELTING RAIL O nLAZING BEAD
UM.
LI MRAIL/GLAZING BEAD 12 LSO
O.ICT 0.586
2,391 1.441 —IF1.375
0.87. 1.596 5
0.753 Q46
14 SCREEN FRAME lb. SCREEN RETAINER $17LTA LATCH
ALUM, AL.
0.75 0.7x7
t 0312 —' r 0383 ® 0.898
P:
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j inorlaa bulil ng uoae viume Page i _ot L - I .:
BCIS Home I.og In User Registration I Hot Topics 1 Submit Surcharge Stats & Facts i Publications I FBC Staff I BCIS site Map I Links Search
Product Approval
USER:'Public User
ProduCtAppmyal Menu > Pmduc[ er Aenllratten Saarch > gnallcation Ugi; > Application Detail
FL # .: FL9353-R1
Application Type -Revision
Code Version •2007
Application Status Approvdd
Comments
Archived
Product Manufacturer Alenco
Address/Phone/Email 615 Carson
Bryan, TX 77802
540) 484-6348
TArthur@piygemwincfows.com
Authorized Signature Charles Hahn
hnorero@bulldlngdrops.com
Technical Representative Chuck Hahn
Address/Phone/Email 615 West Carson St.
Bryan, TX 77845
979) 361-3533
chahnoalenco.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute,
Validated By Kristina S. Daugherty, P.E.
lf• Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
AAMA/WDMA/CSA 101/I.S.21A440
Year
2005
Equivalence of Product Standards
Certifled By
Product Approval Method Method 1 Option A
Date Submitted 10/30/2008
Date Validated 11/20/2008
hAP://www.floridabuilding.orv/,nr/pr •app_dtl.aspx?param7—wGEVXQwtDgt4vRePA2LkvR..._ -1/24/2011
1 !: "A
rionaa bunaing cone uiwne
Date Pending FBC Approval
Date Approved
03/16/2009
04/07/2009
Page L of L
Summary of Products
FL tR Model Number or Name- Description .
9353.1 13753 Aluminum Insulated Tilt Single Hund
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL9353 RI C CAC NI006610A-R3.)Ldf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/31/2011
Design Pressure: +35.3/-47.2 Installation Instructions
Other: 3753 - 53" X 72" H-1135 — 1/8" annealed glass. FL9353 RI It ALWO09 Series 3753 Tilt Aluminum SH1WIndow.pdf
Verifled By: Jyrkl T.J. Puikkinen FL PE 52914
Created by Independent Third Party: Yes
Evaluation Reports
FL9353 R1 AE PER 366 Series 3753 Tilt SH-adf '
Created by Independent Third &=es .
eodc. Next .
Department of Community Affahs
Owide duMfing Code online
t:odesaadStandards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824 Fax (850) 414-8436 -
0 2000-2010 The State of Flarlda. All rights reserved.
PrlvaN Statement I Copyd911t Statement I Accesdbllity Statement I Pipe -In Software I Customer Servlee Survey I Cental Us
Product Approval Accepts; '
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