154 Mayfair Ct - 08-001544 (2008) REAR DOOR REPLACEMENTPLEA
CITY OF AE ORE PERMIT AP A
A'IOA 0 7 4 6 8 —1-010 WHEN READY.
y
TH S.S,
Application # 0
f t' Submittal Date: c f
t
Job Address: I a' a r Value of Work: $. b—
6'
Parcel ID: O cJ oO0 Zoning: Historic District: OQ
Remove & Replace Size for Size
Description of Work: i tLtV Square Footage: C QYJY t J1 3
Permit Type: Building 0 Electrical O Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service — # of AMPS Addition/Alteration C1 Change of Service O Temporary Pole .
Mechanical:. Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential Commercial
Occupancy Type: Residential O Commercial O Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Property Owner: E7CiW`d-_Cd (I C?SStYir l Contractor: LOWE'•S HOME CENTERS INC
Address: J 51-i ia.. `f Address: 494$ TELLSON PL
f ' 1 ORLANDO FL 32812
Phone: IC9r E-mail: PhoneState License Number: CGC 1508417 Bonding
Company: Mortgage Lender: Address:
Address: Architect/
Engineer: Phone: Address:
Fax: Plan
Review Contact Person: Nan He)1mPG. Phone631: nrt42rrr_2ncrt_ E-mail: EHolmeS271@aal ,com 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 lawsregulating constriction 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 TINANC ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. NOTICE: In
addition to<the requirementsof this permit, there may be additional restrictions applicable to this this county, and
there maybe additional permits required from othergovernmental entities such as water man Acceptance of permit
is verificationthat I will notify the owner of the property of the Signature of Owner/
Agent DatePrint Owner/Agent'
s Name Signature of Notary -
State ofFlorida Date Owner/Agent is
Personally Known to Me or Signatureof Print
that may
be
found in the public records of districts, state agencies,
or federal agencies. Florida Lien Law,
FS 713. Date Signature of
Notary -
State of Florida ' Date rNotary ublie ftte
of N Holmes ommission
ODS61774 ires
01/09/
2010 Contract o or
Produced ID Produced
ID' APPROVALS: ZONING: UTIL:
FD: ENG: BLDG: ? Special Conditions: _ Rev
07.07
LIMITED SOWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs .
Date: 5 FD 10r
1 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 Ill
State License Number: CGCIS08417
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before: me this aday of
2WW by .Peter A. Cafaro III who is 0 personally known
to me or o who has produced as
identification and who did not take an oath.
Si ature
Notary Seal)
0" • Notary Public Mate ofFlorida
Elizabeth A Ronco
My Commission DD633831
Expires 01/28/2011
Elizabeth A. Ronco
Print or type name
Notary Public - State .of- Florida
Commission No. DD63383T
My Commission Expires: '01/28/2011
Rev. 3/27/07)
ka, DATE L
0
NUMMR- cuffoMER
STREET ADORESS
V e_
Witt, STATE Zip
TELEPHONE
io 0_4
XKMCTOR UCENSE NUMBER"
C. 11 03 41
104.
sTAT9 ZIP jw
EL
LOG
mr:.
4 4 011
rS Iry
STREETI ADDRESS My STATE ZIP
Additionalmi Speciffm_!fong. Te EnvionI Protection'Agency (EPAJ_haa requested that 5. 9 ter
hazard
may exist In dwelkgo built Lowe's notify Installation customers that a lead bawd paint, -raxl A( prior
I
to .
197& See pamphlet EPA 747-K-00-Mi for d!t-! 0A
q 5 I fll l tj *
4 "Tax Ile Labar2S. Utj4.J.1___ izFW-0TOW SS811.3 • Total -13Edrr- jnb,!
r_,3nm6 friff4iod (0 M-1jord 10-mp ;-
e e 1354 TWO. 71-
v— a.. M, Work Into
commence upon fe610110ble 6V800bflfty Of Contractor whicti is anWPSW to be [fill Inc dab]. EatimaWcomplaillondate is
Elul In date} NOTICE TO CUSTOMER
An items fisted
in this contract and specification sheets) are to be installed under conditions agreed upon at time of purchaso and at the PCs appeaningon this contract form. This
assumes sound existing suborvolufos, superstructure and points of attachments. Extra laboror material iricid&nt to insWWon necessitatedby defwlve Gubstrumes,
superstructure, points of attachment, or the moving of fixtures; or appliances to be WIW at 94ra " to customer. DO NOT SIGN
THIS CONTRACT UNTIL COMPLM AND YOU HAVE READ;THE TERMS AND CONDMONS-CONTAINED ON THE REVERSE SIDE OF
THIS CONTRACT. BYZIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDER- STAND AND AGREE
TO THE TERMS AND CONDITIONS SET FORTH ON THE REVERSE SIDE OF THIS CONTRACT. YOU ARE ENTITLED TO A
COPY OF THIS CONTRACT AT THE TIME OF SiGNA*UkE- WITNESS OUR HAMXS)
AND SFAS) BELOW THIS DAY OF L SOW) Or Seal)
speclaist
or
Above
Spouse VP. a OA
Q S
0
IOU, sct VRLIE COPY
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAVID JOF434sora; C7~A.ASA
PROPERTY
DER
SkM1140LE.QWJNTY:FL
11'01 `E FiR6T:5T
5AKFCSR04. FL32771-1468
407-665,7506
2008 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 33-19-30-505-0000-0280 Number of Buildings: 1
Owner: MOSSMAN EDWARD J & ELIZABETH W Depreciated Bldg Value: $141,246
Mailing Address:' 154 MAYFAIR CT Depreciated EXFT Value: $884
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $0
Property Address: 154 MAYFAIR CT SANFORD 32771 Land Value Ag: $0
Subdivision Name: MAYFAIR VILLAS Just/Market-Value:, $142,130
Tax District: St-SANFORD Assessed Value (SOH): $108,746
Exemptions: 00-HOMESTEAD (2005) Exempt Value: $25,500
Don 04-CONDOMINIUM Taxable Value: $83,246
Tax Estimator
i;,<s'i,i'ii,,. t°eif„`Ml asasS.3.§
SALES
Deed Date Book Page Amount Vac/imp Qualified
CORRECTIVE DEED 12/2004 05551 0681 $100 Improved No 2007 VALUE SUMMARY
WARRANTY DEED 10/2004 05602. 0927. $135,000 Improved Yes
Tax Amount(without SOH): $2,097
WARRANTY DEED 03/1995-02897 0940 - $63,000 Improved Yes
20Q7Tax Bill Amount: $1,276 WARRANTY
DEED 01/1993 02563 0649 $61,500 Improved Yes Save
Our Homes fsotl) Savings_ $821 WARRANTY
DEED 11/1991 02361. 0635 $100 Improved No 2007
Taxable Value: $80,079 QUITCLAIM
DEED 11/1991 02360 0441. $52,000 Improved No DOES NOT INCLUDE NON -AD VALOREM CERTIFICATE
OF 12/1990 02247 1863$48,200 Improved No ASSESSMENTS TITLE _ - .
WARRANTY
DEED 0511983 01458 0714 $52,000 Improved Yes Find
Co rnparauieSaies within this Subdivisisn LEGAL
DESCRIPTION LAND
PLATS
Pick.:. LandAssessMethodFrontageDepthLandUnitsUnitPriceLandValueLOT
0 0 1.000 .10 LEG LOT 28 MAYFAIR VILLAS PB 22 PGS 9 & 10
BUILDING
INFORMATION Bid
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Numu4ild
ng 1 CONDOS 1983 6 1,012 1,680 1,012 CONC $141,246 $141,246 Sketch
BLOCK Appendage /
Sgft GARAGE FINISHED / 624 Appendage /
Sgft OPEN PORCH FINISHED/44 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 1984 260 $884 $2,210 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes. ff
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=33193050500000280&cp... 5/5/2008
amc _Lvlj f
PAGE: I DATE: 05/05/08 3780 ORLANDO DRIVE
SANFORD FL
ORDERED FOR: EDWARD MOSSMAN PHONE: (407)430-4060
ADDRESS: 154 MAYFAIR CT
SANFORD FL 32771 PHONE. (407)321-5863
VENDOR NAME; HOLMES, NAN CONTACT:
ADDRESS, ATT PHONE: (4071468-1,010
ORLANDO FL 32818 FAX, (407)296-2960
PROJECT: 231327027 PERMIT
LOWES PO: L6355329 LOWES INVOICE: 86807 ASSOCIATE: FARAH PAZIENZA
EST DELIVERY: 05/05/08 AR NUMBER,
QTY ITEM ITEM DE13CRIPTION BIN V=_PART* COST EXT-COST
1 147142 PERMIT PERMIT 138.00 138.00,
FREIGHT $ 0.00
TOTAL $ 138.00
L) um"LAMS" REVIEWE"
ff -%§_jIfIfUCITySANFKwulau09
0
SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT
6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES
GENEReL NOTES
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
HE RORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE ]. NINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDELITES.
3. POLYURETHANE CORE FLARE SPREAD INDEX OF 50
AND SNOKE DEVELOPEO INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF UTE FRAME HATERIAL
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITpN TEMP ASl D1020 11
RATE OF BURNING AST. 5fi3S I.10 IN MIN
SMOKE DENSITY ASTN 0284] 89.6R
TENSILE STRENGTH' NIASD638 -J.98R DIFF COMPARATIVE
TENSILE STRENGTH AFTER WEATHERING 4500
HOURS XENON ARC METHOD I 149'
MAX. OVERALL FRAME MDTH 21"
MAx J6.J75" MAX. O.10. PANEL WIDTH W/
ASTRAGAL C
DOUBLE
INSWING UNIT W/SIDELITES L
6"
SEE DETAIL E-
31`_ 3 3 Si 41
SEE
DETAIL C'
A -
I
I I r6 6" 6
G.
y'
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B
OA
B 6'
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i I' 3'I
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6
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DEtaL J 6'
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6 Q Fw-
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OETaL n Q D
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SEE DETAIL o
B
B12BpW
go it
m 6'
Rog a
ASTRAGAL
RETAINER BOLT HOLE 10
x 2" MUST BE DRILLED THROUGH 8
x 2-1/2" #8x 2—i/T THE
THRESHOLD & INTO THE O
x 5/8" STRUCTURE DEEP ENOUGH 8
x 2-1/2" #10 x 1" FOR A 1.375" THROW D
f(
10 x 5/8" J10 x 3/4" DETAIL "F" ASTRAGAL ff
10X 2" 0 AI " " ASTRA A DETAIL
I ATTACH ASTRAGAL RETAINER BOLT DETAIL "
D" STRIKE PLATE TO FRAME AS
SHOWN. 1.
37sfl.Jl a T oR LFm'"`• INSWING
THRESHOLD OUTSWING THRESHOLD auAA
l6
TYPICAL
GLAZING DETAIL
SEE DETAIL
E" 6J. HT. 2 y. 5. J. _
6• L y. _ y. 6'
a
SEE DETNL D'
SHT. 2 0
SEE
DETAIL A C'
SHT. 2 - - A
tA
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6'
6' 8
I
II II I II I B
Y
I SEE
DETAIL F"
K. 2 6- 6'
Ir 6" ATTACHMENT
DETAIL 1.
ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED
AND SEALED BY HAROLD E RUPP, PE FLORIDA #
15935) WITH THE, LOWEST (LEAST) FASTENER
RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE BEING
CONSIDERED FOR USE. JAMB, HEAD, AND i. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER THRESHOLDFASTENERSANALYZEDFORTHISUNITINCLUDE4CYLINDRICALANDDEADLOCKHARDWARETOBEINSTALLED010WOODSCREWSOR3/16" TAPCONS. A PHYSICAL 150. AT 5-1/2" CENTERLINE. SHIMMUSTBEPLACEDINSHIMSPACEATEACHANCHOR . MIH D.25• 2, 4" X 4" FULL MORTISE BUTT HINGES LOCATION. wM 2.
THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CI. ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT;: OF
1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM
EMBEDMENT OF 1-1/4". TYPICAL
3. W000 BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER
LOADS TO STRUCTURE. 4.
MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. i
I
Florida Building Code Online Page 1 of 4
BCIS Ho- Log In Hot Topics S,to, tS h rge St— & Fads Publicatbns FBC Staff BCIS Site Map' ':, Ulks Search
Product Approval
USER: Public User
F ] ' ..4pp;,_ , Sg Lr,, > 11.1 w.4i f > Application Detail
FL # FL4904-R2
Application Type
Code Version
Revision
2007
Application Status -
Comments
Approved
Archived
Product Manufacturer Masonite International
Address/Phone/Email One North Dale Mabry
Suite 950
Tampa, FL 33609
615) 441-4258
clreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute,
Validated By
Referenced Standard and Year (of Standard) Standard Year
ASTM E1300 2002
ASTM E1300 1998
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraml wGEVXQwtDgtelulwffNbbISci... 5/5/2008
I
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 02/14/2008
Date Validated 02/14/2008
Date Pending FBC Approval 02/15/2008
Date Approved 03/18/2008
Summary of Products
Page 2 of4
FL # del, Number or Name Description
4904.1 Wood edge Steel Side -Hinged 6' 8' Opaque I/5 and 0/5 Single Door
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R2 C CAC NI006110-R2 odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: +76.0/-76.0 Installation Instructions
Other:. Evaluated for use in locations adhering to f L 9v4_R2 11_anehgr Detail 68 4y'E GfagL =,pdf
the Florida Building Code including the High Verified By: National Accreditation &
Velocity Hurricane Zone, and where pressure Management Institute,
requirements as determined by ASCE 7, Minimum Created by Independent Third Parry:
Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 3'-0" Created by Independent Third Party:
x 6-6" max nominal size.. When large missile
impact resistance is required, hurricane protective
system is NOT required. See DWG-MA-FLO128-05
for details..
4904.2 Wood -edge Steel Side -Hinged 8'-0". Opaque I/S and O/S Single Door
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904_R2 C CAC__NIJ061t0 R2.4)
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to FL4904 R2 II Anchor Detail 80 WE Opaaue odf
the Florida Building Code including the High Verified By: National Accreditation &
Velocity Hurricane Zone, and where pressure Management Institute,
requirements as determined by ASCE 7, Minimum Created by Independent Third Party:
Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 3'-0" Created by Independent Third Party:
x 8'-0" max nominal size. When large missile
impact resistance is required, hurricane protective
system, is NOT required. See DWG-MA-FLO129-05
for details.
4904.3 Wood -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Door w/ or w/o
Doo,' ni. Sioelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R2,CAC Nt006110-R2.ndf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes -
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use'in locations adhering to IL49G4 R n Anchor D t it i$_F.L r_p3que,.gdl
the Florida Building Code including the High Verified By: National Accreditation &
Velocity Hurricane Zone, and where pressure Management Institute,
requirements as determined by ASCE 7, Minimum Created by Independent Third Party:
Design Loads for Buildings and Other Structures, Evaluation Reports
does not'exceed the design pressures listed. 12'- Created by Independent Third Party:
0" x 6'-8". max nominal size. When large missile
impact resistance is required, hurricane protective
system is NOT required on opaque panels, but is
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwl4NbblSci... 5/5/2008
i
Florida Building Code Online
i
I
Page 3 of 4 Florida Building Code Online
required on glazed panels. See DWG-MA-FLO128-
05 for details.
4904.4 Wood -edge Steel Side -Hinged 8'-0" Opaque I/S Door w/ or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904_R2 C CAC _NI10061I _R..2,42Af
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: +45.0/-50.0 Installation Instructions
Other: Evaluated for use in locations adhering to FL49D4 R2...11 Anchor -Detail 30, WE_Opaque.pdf
the Florida Building Code including the High Verified By: National Accreditation &
Velocity Hurricane Zone, and where pressure Management Institute,
requirements as determined by ASCE 7, Minimum Created by Independent Third Party:
Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'- Created by Independent Third Party:
0" x 8'-0" max nominal size. When large missile
impact resistance is required, hurricane protective
system is NOT required on opaque panels, but is
required on glazed panels. See DWG-MA-FLO129-
05 for details.
4904.5 Wood -edge Steel Side -Hinged W-O" Opaque O/S w/ or w/o Sidelites
Door Units
Limits of Use CeKifi cation Agency Certificate
Approved for use in HVHZ: Yes F.09G4_R2 C CAC_N10061' R ,pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: +50.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to FL450411_211 An4hoLDetaA 80. WE Opaqu_g,pdf
the Florida Building Code including the High Verified By: National Accreditation &
Velocity Hurricane Zone, and where pressure Management Institute,
requirements as determined by ASCE 7, Minimum Created by Independent Third Party:
Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'- Created by Independent Third Party:
0" x 8'-0" max nominal size. When large missile
impact resistance is required, hurricane protective
system is NOT required on opaque panels, but is
required on glazed panels. See DWG-MA-FLO129-
05 for details.
4904.6 Wood -edge Steel Side -Hinged 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R2,_C CAC N100 O R2_pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to FL4904_R2 II_Anchor.Detail_68_Wpdf
the Florida Building Code including the High Verified By: National Accreditation &
Velocity Hurricane Zone, and where pressure Management Institute,
requirements as determined by ASCE 7, Minimum Created by Independent Third Party:
Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'- Created by Independent Third Party:
0" x 6'-8" max nominal size. When large missile
impact resistance is required, hurricane protective
system is required. See DWG-MA-FLO130-05 for
details.
4904.7 Wood -edge Steel Side -Hinged 8'-0" Glazed I/5 Door w/ or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R2 C CAC N100611O-R2.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to FL4904 112 II Anchor Detail 80 WE Glazed.odf
the Florida Building Code including the High Verified By: National Accreditation &
Velocity Hurricane Zone, and where pressure Management Institute,
requirements as determined by ASCE 7, Minimum Created by Independent Third Party:
http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgtel ulwHNbbl Sci... 5/5/2008
Page 4 of4
Design Loads for Buildings and Other Structures,
does not exceed the design pressures listed. 12'-
0" x 8'-0" max nominal size. When large missile
impact resistance is required, hurricane protective
system is required. See DWG-MA-FLO131-05 for
details.
Evaluation Reports
Created by Independent Third Party:
4904.8 Wood -edge Steel Side -Hinged 8'-0" Glazed O/S Door w/ or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4904 R2 C CAC N1006110 R2 odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No
Design Pressure: +45.0/-40.0 Installation Instructions
Other: Evaluated for use in locations adhering to F1,49g4_92_II Anchor_Detdil-80WE Glazed.pdf
the Florida Building Code including the High Verified By: National Accreditation &
Velocity Hurricane Zone, and where pressure Management Institute,
requirements as determined by ASCE 7, Minimum Created by Independent Third Party:
Design Loads for Buildings and Other Structures, Evaluation Reports
uresdoesnotexceedthedesignpresslisted. 12'- Created by Independent Third Party: 0"
x 8'-0" max nominal size. When large missile impact
resistance is required, hurricane protective system
is required. See DWG-MA-FLO131-05 for details.
t.
i ....q.erz.... CCA
naministratmn Deparfinenf
of Community Alfa115 npdda
a Iidl g Code0n11ne Codes
and StandaMs 2555
5h-d Oak Boulevard Teflehassee,
Florida 32399-21M 650)
487-1824, Fax (850) 414-8436 Q
2000-2005 The State of florlda. All rights reserved. r_oovrloMand Dislalmer Product
App 1 Accepts: http://
www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgteluIwlIN bblSci... 5/5/2008