HomeMy WebLinkAbout117 Mayfair Ct 17-362; DOORCITY OF SANFORD
G BUILDING & FIRE PREVENTION
FEB 7 2017 PERMIT APPLICATION
Application No: - i0
Documented Construction Value: S
T4qq. % 2
Job Address: 1 17 /%%dGlt r GL _ Historic District: Yes No t[ Parcel
ID: 3 3 - / 9-Atli -Sd 6,- MOP - 0W O Residential R Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: &t &a., AD/2t- dQ04 440,66' S/7=rz SIZY/ Plan Review
Contact Person: beA 6YG14CW Title: Pi c1/t/Prlt Phone: q07-
G9// 4?30 Fax: W"7- UqG Va Email: Property Owner
Information Name Phone:
MP7- 6,20- Street: 113 /
Y%Q.u.,'B.I G Resident of property? City, State
Zip: FL . 37,77/ Contractor Information
Name u
x biXlt3 z-n L Phone_ W 7- P% MX - Street: 7AZI
Fax: W2- 4/e 735 City, State
Zip: ADZ. $ State License No.: 4CBG 4 29 0 W Architect/Engineer
Information Name: Street:
City,
St,
Zip: Bonding Company:
Address: Phone:
Fax:
E-
mail:
Mortgage Leader:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 5"Edition (2014) Florida Building Code J Revised. June
30. 2015 Permit Application
NOTICE: In addition to the requirements of this permit; there may, be additional rcltrictions applicable to this property that may be
found in the public records of this county, and there may be additional p;crriiits 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.
rhe City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the.iob at the time of submittal.
rhe actual construction value will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued. in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
KAPdr" 2-?- %
Signature of tractor/Agent Date
Print ractor/Agent's Namc
a•07./,
Signature of Notary -State Date
DE881E R WTON
MY COMMISSItNI t FF till e
EXPIRES: FttWW 25 2019
eaneed ttuu Notary PuM 111141 t-
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes[] No # of Heads
APPROVALS: ZONING:t.Vni Z •*1.17 UTILITIES:
ENGINEERING:
COMMENTS:
Fire Alarm Permit: Yes NO
WASTE WATER:
FIRE: BUILDING: 43Fa, S.1-?
Revised: June 30, 2015 Pennn Application
SCPA Parcel View: 33-19-30-505-0000-0490 http://parceldeta i l.scpafl.org(Parce I Detai I info.aspx?PI D--331930505...
esr+n000uwr. naox
Parcel Information
Property Record Card
Parcel: 33-19-30-5054000-0490
Owner. KENDIG LYNNE H
Property Address: 117 MAYFAIR CT SANFORD. FL 32771.7707
F- Parcel 33.19-30-5054=-0490 -
Owner KENDIG LYNNE H
Property Address 117 MAYFAIR CT SANFORD. FL 32771-7707
Mailing 117 MAYFAIR CT SANFORD. FL 32771-7707
Subdivision Name MAYFAIR VILLAS
Tax Oft" S1-SANFORD --
TOR Use Code 04-CONDOMINIUM
Exemptions 00•HOMESTEAD(2017)
I]o 0
49 M
75.94 31 9 /
Seminole County GIS
Value Summary
2017 Working 12016 Certified
Values vetoes
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg flue 109.450 108.450
Depreciated EXFT Velue 2.184 se96
Land Value (Market) i
Land Value All
Just/Market Value •• 110.634 109.346
Portability Adj 21.958
Save Our Monies Adj - 21,958 _ --
Amendment 1 Adj-
PSG Adi 0 s0
Assessed '01ue st18.676 587,388
Tax Amount without SOH f 1,378.55
2016 Tax Bill Amount $938A0
Tax Estimator
Save Our Homes Savings. $440.1S
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 49
MAYFAIR VILLAS
PS22PGS9810
Taxes
iaAng numorny r ssesanxmr value ; txempt values isxao e vanro
L.--... - - _ - -.-
SJWM(Sainl Johns Water Management) 88.676 - -- 50.500 — — _ _- s39.176
County Bonds 88.676 S50.500 S38.176
County General Fund See.676 50.500- S38.176
Schools 388,676 525.500 63.176
LCity Sanford 88.676 S50.500 We.176
Sales
Description Date Book Page Amount 0ualifxld VaVI mP
WARRANTY GEED 7/1l2016 OB740 0105 140,000 i Yes Irproved
WARRANTY DEED - -- 111/2015 08403 - 1373 100 ( No Irtprovea
WARRANTY DEED 11/1/2013 06159 Is" 100 No VrVVved
WARRANTY DEED 6/1/2004 05367 2147
1936
100 No
5100 I No
kWoved
Inprove0WARRANTYDEED4/1/2000 03842
WARRANTY DEED 2/1/1998 03NO 0379 575.000 Yes Iriproved
TRUSTEE DEED 9(111994 02827 0064 74.000 i Yes t Improved
OUIT CLAIM DEED 8/1/1992 02S19 0946 100 I No I Improved
WARRANTY DEED 51111990 0 190 1604 70,000 Yes I-InprOved
01431WARRANTYOEEO1/1/1983 554,000 Yes I Improved
Find Comparable Soles
Land.. -• -- - - -- - - -- - • - - --
Method Frontage Depth Units Units Price - - - ;Land Value
I of 2 2/6/2017 4:52 PM
2017-01-27 15:24 0264EX 4073331117
b 44g6 o0g- Home Im Important
additional information
regarding Customer's r Scone: This "Agreement"
consists of this page, the fol Supplement if applicable,
and any drawings or Change Ord between the Customer
identified on the Invoice and Th, Agreement shall be
performed by a licensed and insured thi perform architectural or
engineering services, nor does it me De of and
its Authorized Service Provider will perform install payment Schedule: Payment
is required immediately as follows: 4073331117 >> 407 696
7356 P 1/1 Page 5 of
10 NO. H0264-29998 Agreement his may
be
contained In an attached State Supplement. wing General Terms
and Conditions, the Invoice, the State s expressly made
a part of this Agreement. The Agreement is Home Depot. Any
installation services provided under this party Authorized Service
Provider. The Home Depot does not structural changes to
dwellings or other structures. The Home on services in
accordance with applicable law. Payment: $_ I dde
79 Due in full Immediately. Sales Tax: snnnIfapplicable. Total Amount of
Sale: S 144A 72 Includes all applicable discounts, rebates, and taxes. Excludes finance
charges.` Any interest payments
or other finance charges will be determine HOn e Dopot
is NOT a party, and will be in addition to Customer's conditions of the
cardholder or loan agreement, as applicable. No however, Authorized Service
Provider may collect Customer's pay Anticipated Delivery f
Instaillatiog Schedule Acce ante and
Authorization: Customer authorizes The and services included
on the Invoice. Customer further agreement between Customer
and The Home Depot with discussions and agreements,
either oral or written relating assigned or amended
except by a writing signed by Custom, that Customer has
read, understands, voluntarily accepts the of this Agreement
at the time Customer signs the Agreem, information may need
to be provided later and as such th signed. Electronic Signature:
The
parties to the Agreement agr Agreement are intended
to authenticate this writing and to h, Customer acknowledges that
he or she is the person named sale device. CANCELLATION:
CUSTOMER MAY
CANCEL OBLIGATION BY DELIVERING
WRITTEN NOTIC THIRD BUSINESS DAY
AFTER SIGNING TH ATTACHED HERETO CONTAINS
A FORM TO t LAW IN CUSTOMER'
S STATE. Under such circums business days after
The Home Depot's receipt of customer's Customcrs Signature Authorized
Service Providers
Full BusinessATrade Name. Address and LN:ensc No.
or No(s).. as applicable: Liccose No(s). ---
Authorised ScrviLm Providers
1 el. No. Hone ocuut U-
SA 114:., 2455 Paces Feny Customer's separate
cardholder or loan agreement, to which The lent under this
Agreement. Customer is subject to the terms and s should be
made payable to Authorized Service Provider; made payable to
The Home Depot. 117 Finish Date:
0 /26/2017 _ come Depot to
order and arrange for the delivery of all goods agrees and understands
that this Agreement Is the entire egard to said
goods and services and supersedes all prior to said goods
and services. This Agreement can not be r and The
Home Depot. Customer acknowledges and agrees terms of and
is entitled to and has received a complete copy nt. Installation Professional'
s license number and permitting t information may
be omitted at the time this Agreement is that the digital
signatures of the .parties included in this the same force
and effect as the use of manual signatures. The Home Depot
contract number identified on the point of THIS AGREEMENT WITHOUT
PENALTY OR TO THE HOME
DEPOT BY MIDNIGHT ON THE AGREEMENT. THE STATE
SUPPLEMENT E IF ONE
IS SPECIFICALLY PRESCRIBED BY ices. Customer's
payment(s) will be returned within ten (10) 7 7 -/ / 01 /
27/2017 x Asstxsa OVAU000
ull
Service Provider's Full Signature oate • Assoaato: Please
print
your salesperson's license number, if applomtNe. NO . BIRO RA
Atlanta. GenrOwn 30330 Y2011 Page 5
of
10 NO. HO264-29998 Custome[ copy
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Florida Building Code Online
rn ass
https://www.floridabuildingorg/pr/pr_appjtl.aspx?param=wGE...
PrOessional ••g
0
Ida peparpmd acts tome I too In I user it"ittraton I rot Topes I Submit SurOame i scats & facts ( pubkatens ( FOC staff I acts Ste Map I Urft I S",Ce
Busines kal*USER:
Product ApprovalProfessir+utN[ User
Regulation
product ARM aLtIM > Product Or App1ratbA SeaQp > &pp"tan tat > Appiitetlon OetaE
FL # FL8228-R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived If
Product Manufacturer Masonite International
Address/Phone/Email 195S Powis Road
West Chicago, IL 60185
615)441-42S8
sschrelber@masofute.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior moors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute,
Referenced Standard and Year (of Standard) standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
r I affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity 0 Yes O No G N/A
I of 5 6/29/2015 6:07 PM
Florida Building Code Online https://www.floridabuildin&org/pr/pr_appjtl.aspx?param--wGE...
Product Approval Method
Date Submitted
Date Validated
Date Pending F8C Approval
Date Approved
Method 1 Option A
04/29/2015
04/29/2015
05/04/2015
FL # I Model, Number or Name I Description
8228.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S and O/S Single Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +85.0/-85.0
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 3'-0"
x 6'-8" max nominal size. Hurricane protective system
required in HVHZ, but not required in the Wind Borne
Debris Region. See DWG-MA-FLO160-07 for additional
information.
Certification Agency Certificate
FL8228 R7 C CAC N1006900.01.Odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
F1.6228117 11 FL0160Dx.pd
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 504A.odf
Created by Independent Third Party: Yes
18228.2 1 Fiberglass Side -Hinged Door Unit 1 8'-0" Opaque I/S and O/S Single Door I
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70.0/-70.0
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 3'-0"
x 8'-0" max nominal size. Hurricane protective system
required in HVHZ, but not required in the Wind Bone
Debris Region. See DWG-MA-FLO161-07 for additional
information.
Certification Agency Certificate
FL8228 R7 C CAC N1006900.02.Ddf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 11 FL0161Dx.pdf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 503A.Ddf
Created by Independent Third Party: Yes
8228.3 I Fiberglass Side -Hinged Door Unit 16'-8" Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 6'-8" max nominal size. Hurricane protective system
required in HVHZ, but not required in the Wind Some
Debris Region. See DWG-MA-FLO160-07 for additional
information.
228.4 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 6'-8" max nominal size. Hurricane protective system
required in HVHZ, but not required in the Wind Some
Debris Region. See DWG-MA-FLO160-07 for additional
information.
Certification Agency Certificate
FL8228 R7 C CAC N1006900.01.2Qf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 1I FL0160Dx Wf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 502A.20f
Created by Independent Third Party: Yes
V-8" Opaque Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R7 C CAC N1006900.01.0df
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 502A.odf
Created by Independent Third Party: Yes
2 of 5 6/29/2015 6:07 PM
Florida Building Code Online https://www.floridabuildin&org/pr/pr_app_dtl.aspx?param=wGE...
8228.5 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50.5/-50.5
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 8'-0" max nominal size. Hurricane protective system
required in HVHZ, but not required in the Wind Borne
Debris Region. See DWG-MA-FLO161-07 for additional
information.
8228.6 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-50.5
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 8'-0" max nominal size. Hurricane protective system
required in HVHZ, but not required in the Wind Borne
Debris Region. See DWG-MA-FLO161-07 for additional
information.
8'-0" Opaque Inswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
EU228 R7 C CAC N1006900.02.odf
Quality Assurance Contract Expiration date
12/31/2020
Installation Instructions
FL8228 R7 lI FL0161Dx.odf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 501A.odf
Created by Independent Third Party: Yes
8'-0" Opaque Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R7 C CAC N1006900.02.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 11 FL0161Dx.odf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 501A.odf
Created by Independent Third Party: Yes
8228.7 I Fiberglass Side -Hinged Door Unit 16'-8" Glazed Inswing Single or Double Door w/ or w/o ISidelites
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +52.0/-52.0
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x W-8" max nominal size. Hurricane protective system
required in HVHZ and the Wind Borne Debris Region. See
DWG-MA-FLO162-07 for additional information.
8228.8 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55.O/-55.0
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 6-8" max nominal size. Hurricane protective system
required in HVHZ and the Wind Borne Debris Region. See
DWG-MA-FLO162-07 for additional information.
8228.9 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40.0/-45.0
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 8'-0" max nominal size. Hurricane protective system
required in HVHZ and the Wind Some Debris Region. See
Certification Agency Certificate
FL8228 R7 C CAC N1006900.03.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 II FLO162DX.odf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 502A RQf
Created by Independent Third Party: Yes
6'-8" Glazed Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R7 C CAC N1006900.03.odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 It FL0162Ox.pd
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 502A.odf
Created by Independent Third Party: Yes
8'-0" Glazed Inswing Single or Double Door w/ or w/o
Sidelites
Certification Agency Certificate
FL8228 R7 C CAC NI006900_4Qj
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 it FLO163Dx.Qd
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE SOfA.odf
3 of 5 6/29/2015 6:07 PM
Florida Building Code Online https://www.floridabuilding,org/pr/pr_appjtl.aspx?param=wGE...
DWG-MA-FLO163-07 for additional information. ; Created by Independent Third Party: Yes
8228.10 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +43.0/-47.0
Other: Evaluated for use in locations adhering to the
Florida Building Code including the High Velocity Hurricane
Zone, and where pressure requirements as determined by
ASCE 7, does not exceed the design pressures listed. 12'-0"
x 8'-0" max nominal size. Hurricane protective system
required in HVHZ and the Wind Some Debris Region. See
DWG-MA-FLO163-07 for additional information.
228.11 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +52.0/-52.0
Other: Evaluated for use in locations adhering to the
Florida Building Code not including the High Velocity
Hurricane Zone, and where pressure requirements as
determined by ASCE 7 do not exceed the design pressures
listed. 12'-0" x 6'-8" max nominal size. See DWG-MA-
FL0162-07 for additional information.
8228.12 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55.0/-55.0
Other: Evaluated for use in locations adhering to the
Florida Building Code not including the High Velocity
Hurricane Zone, and where pressure requirements as
determined by ASCE 7 do not exceed the design pressures
listed. 12'-0" x 6'-8" max nominal size. See DWG-MA-
FL0162-07 for additional Information.
8228.13 1 Fiberglass Side -Hinged Door Unit
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +40.0/-45.0
Other: Evaluated for use in locations adhering to the
Florida Building Code not including the High Velocity
Hurricane Zone, and where pressure requirements as
determined by ASCE 7 do not exceed the design pressures
listed. 12'-0" x W-0" max nominal size. See DWG-MA-
FL0163-07 for additional information.
228.14 1 Fiberglass Ssde-Hinged Door Unit
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +43.0/-47.0
Other: Evaluated for use in locations adhering to the
Florida Building Code not including the High Velocity
Hurricane Zone, and where pressure requirements as
determined by ASCE 7 do not exceed the design pressures
listed. 12'-0" x W-0" max nominal size. See DWG-MA-
FL0163-07 for additional information.
8'-0" Glazed Outswing Single or Double Door w/ or w/o
Sidelites
Certification Agency certificate
FL8228 R7 C CAC NI006900.04.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 11 FL0163Dx.odf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE S01A.pdf
Created by Independent Third Party: Yes
6'-8" Impact Glazed Inswing Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FL8228 R7 C CAC NI006900.05.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 II FL0162Dx.odf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 502A &
Created by Independent Third Party: Yes
6'-8" Impact Glazed Outswing Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FL8228 R7 C CAC NI006900.05.pdf
Quality Assurance contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 11 FL0162Dx.0f
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE S02A.pdf
Created by Independent Third Party: Yes
8'-0" Impact Glazed Inswing Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FL8228 R7 C CAC NI006900.06.RQf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 11 FL0163Dx.0
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 501A.&
Created by Independent Third Party: Yes
8'-0" Impact Glazed Outswing Single or Double Door w/ or
w/o Sidelites
Certification Agency Certificate
FL8228 R7 C CAC N1006900.06.pdf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL8228 R7 11 FL0163Dx.pdf
Verified By: National Accreditation & Management
Institute
Created by Independent Third Party:
Evaluation Reports
FL8228 R7 AE 501A.pdf
4 of 5 6/29/2015 6:07 PM
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: N1006900.03
1955 Powis Road Certification Date: 01/14/2007
West Chicago, IL 60185 Expiration Date: 12/31/2020
Revision Date: 11/21/2014
Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites
w/Wood Frame unless noted)
Specification: TAS 202/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listine at www.Namicertirication.com. NAMI's Certifteation Program is accredited by The American Notinnni Ctnndardc tn¢tihdo /AN01
Inswing Glazed Structural Water Missile Test Report Number
Configuration or or Maximum Design Test Impact Drawing Number &
Outswing Opaque Size Pressure Pressure Rated Comments
X I/S Glazed 3'0" x 6'8" 52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2
Single Maximum Panel Size- 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
X O/S Glazed 310" x 6'8" 55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2
Single 8.25 psf* Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
XX I/S Glazed 6'0" x 6'8" 52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2
Double Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
XX O/S Glazed 610" x 6'8" 55/-55 6.00 psf No WCTL-210.3108-1/CTLA-805W-2
Double 8.25 psf* Maximum Panel Size- 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
XO/OX I/S Glazed Door 610" x 618" 52/-52 2.86 psf Door -No NCTL-210.3108-1/CTLA-805W-2
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3.0•' x 6.8'•
Anchor Detail-MA-FL0162-07
XO/OX O/S Glazed Door 6'0" x 618" 55/-55 6.00 psf Door -No NCTL-210-3108-1/CTLA-805W.2
Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
OXO I/S Glazed Door 9'0" x 618" 52/-52 2.86 psf Door -No NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size. 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
OXO O/S Glazed Door 9'0" x 6'8" 55/-55 6.00 psf Door -No NCTL-210-3108-I/CTLA-805W-2
Single w/Sidelites Glazed Sidelites 8.25 psf" Sidelites-No Maximum Panel Size 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
OXXO I/S Glazed Doors 12'6" x 6'8" 52/-52 2.86 psf Doors -No NCTL-210.3108-1/CTLA-805W-2
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
OXXO O/S Glazed Doors 12'6" x 6'8" 55/-55 6.00 psf Doors -No NCTL-210-3108- I /CTLA-805W-2
Double w/Sidelites Glazed Sidelites 8.25 psf" Sidelites-No Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0162-07
Denotes High Dam Threshold Design
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Luis R. -Lomas P. E.
432 Wood/oN ad. Manufacturer. Masonite
Lowisvide, NC 27023 Report #: 502A
336-945.9695 Date: 12/29/09
Product: Double Door with sidelites 12'x6'8"
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies
only to the product described herein These calculations comply with requirements of the Florida Building Code.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06
DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FL0151-06
DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06
DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06
DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06
DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07
Anchors to be aualified:
1 #10 Wood screw, for installation in wood frame substrates.
2. 3/16• ITW Tapcon, for masonry installation
Anchor capacity in shear condition:
DWG-MA-FLO162-07
DWG-MA-FLO168-07
DWG-MA-FLO170-07
DWG-MA-FLO172-07
DWG-MA-FLO174-07
DWG-MA-FLO175-07
Fastener type: #10 wood screw NOS 2005.11.3)
Side member. Douglas Fir -Larch Main member. Spruce -Pine -Fir
Side member thickness: t. a 1.000 in Main member thickness: t,a a 1500 in
Side member dowel bearing strength: F„ a 4,650 psi Mom member dowel bearing strength: F„„ a 3.350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: FN a 80,000 psi
Duration Factor: Co a 1.6 Tabulated lateral design value: Za 107.0 Ibs
Allow" Design Value: Z's 171 lbs/anchor Mode IV
Fastener type: 3/16" ITW Topcon N O.A.07.1126.10
Substrate: Hollow block
Minimum embedment: 1.25 in
Minimum edge distance: 113 in Minimum C to C spacing: 2.25 in
Tabulated sheor design value: Z a 112 Ibs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value. Z s 197 bs
Actual edge distance: 2.50 in
Design value per interpolation. Z a 189 bs
Allowable Design Value: Z's 189 bs/anchor
Minimum anchor capacity: 171 Ibs/anchor
NOW Anchors with the $oast capacity /s used for calculatkons to qualify anchors with higher capacity.
Anchor calculations, minimum reaulred anchors
Double. Pressure aooitlst stops with bump threshold:
36.38 36.38 Design pressure: 60 0 psf
EAt-
Al
79.25
At
72.75
1 of 4
Zone
AreaArea
ft)
Load
Ibs)
Ind.
in)
Max'
O.C.
in)
Anchor
ResultCop.
Ibs) Qty
Load
Ibs)
At 2.3 138 N/A N/A 171 1 138 OK
AZ 7.7 463 6.00 21.00 171 5 93 OK
A3 1 7.7 463 N/A N/A 171 3 154 OK
511R
N`' •`
r G E N S'qd'
TAT OF
ONALIE`
Luis R. Lomas P.E.
FL No.: 62514
1f7/2010