HomeMy WebLinkAbout1512 S Elliott St14
IUEC IVIED '. r
APR 2 5 Hit
Y n
13 CITY OF SANFORD
r BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1D en e T onstn ion—Va`lu-e: $ O ' v v
Job Address: / o S// 6 Historic District: Yes No
Parcel ID: Zoning: I
Description of -Work- ` reMy - o n --1r'e0V4V_9_ 4- -• 9- -C l
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name 1-- 7 r(ck P,ln
Street:/ .s S
City, State Zip: SGi1'7e"E FL 7 1
Phone: 340 -- 5 l 3 -15 8-3
Resident of property? :
Contractor Information
Name;_e4LG4 UI Phone:
0
U '-2-/3
Street: S Fax:
City, State Zip: 5? /'7 3,2%1L State License No.:
Architect/Engineer Information
Name: z2Y_1 c-4 Q C, Phone:
Street: Fax:
City, St, Zip: "adovl E-mail:
Bonding Company: Mortgage Lender:
Address: Address: ` -• i
Ji .f t 4A
Rynt.^1iJbii !UU i1J
PERMIT INFORMATION s t '"i qc a:t4:
Building Permit *1
Square Footage:
No. of Dwelling Units:
Electrical '
New Service — No. of AMPS:
Construction Type: No. of Stories:
Flood Zone:
Plumbing X
New Construction - No. of Fixtures:
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm
A/ >e
O#___
1
1
No. of heads:
Ual Us '' Prv C31
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. „
w.4
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.
q-a6- it
Signature offOwnerTAgent Date
Fz-Okaclk 2P
Print Owner/Agent's Name
Vire of Notary -State of Fl&dda Date
ru
c
X) ANN M. MHNSONtaav
MY COMMISSION # DD761978
EXPIRES: March 23, 2012
srq
o°
s o` BondedTluuBudge NoleryServkes
Owner/Agent is Personally Known to Me or
Produced ID Type of ID Rt)(-
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
1313
Signature ofContracto A ent Date
Print Contractor/Agent's Name —
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
E{ ,
OWNER BUILDER STATEMENT/AFFID"IT.
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have appiiea tor
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring 'a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
ERlicensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after'the construction is complete, the law will presume that I built or substantially improved it
FP for sale or lease, which violates this exemption.
I
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
J Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/nro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: / 5 `c
do hereby state that I am qualified
and capable of performing the requestea construction involved with the permit application filed and agree to the
conditions specified above.
Z1Z`a
Signs ure of Owner-Bui der Date
Form of Identification DC -
Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
N :_
l kcl''
CITY OF SANFORD .
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: k k - I " Docg —e7 ZdT onC-' str_uctionValue: $ O<X-)'yy Job
Address: - / 5 / oZ S -L
EA, // S77 Historic District: Yes No Parcel
ID: Zoning: Description
of Work-] %fIlW dYI --Y" Yt- Plan
Review Contact Person: Phone:
Fax: E-mail: JJ
JJ Property
Owner Information Name
t-I' r(GK i!f'o,e• Street: /
51 < s' S City,
State Zip: Gin 6' E FZ_ 2 7-71 Title:
Phone:
340 Js' l 3— 15 9-3 Resident
of property? : Contractor
Information Name
e . G4 !% z-' Street:
S City,
State Zip: 5Q /J l , )5Z 3,27`W Phone:
L U .-/ -- 15f.3 Fax:
State
License No.: Architect/
Engineer Information Name: /
G CGG G SU *2 / Phone: Street:
R01, /`/ r /Q,aoll j &6 4CU , Fax: _ City,
St, Zip: C 0.<, ? E-mail: Bonding
Company: Address:
Building
Permit `P Square
Footage: No.
of Dwelling Units: Electrical
X New
Service — No. of AMPS: Mortgage
Lender: Address:
PERMIT
INFORMATION Construction
Type: No. of Stories: Flood
Zone: X CSe(—. 0.cgc ld Mechanical (
Duct layout required for new systems) Plumbing _
New
Construction:. yNo. of Fixtures: _ Fire
Sprinkler/Alarm No. of heads:
Application is hereby made to obtain a permit to do the work and instal ations as indi!MeP,e fif at no
work or installation has commenced prior to the issuance of a permit and that all work will be perf ed 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.
SF-41-
gnture of OwnerMgent Date
e01W, 1,C',A
Print Owner/Agent's Name
eliure of Notary -State of Fl&dda Date
o,p,FY PLg`c ,
JO ANN M. JWN"
MY COMMISSION # DD 761978
EXPIRES: March 23,02
r \oe Bonded Thru Budo Notary SOMM1OFFVC10
Owner/Agent is Personally Known to Me or
Produced ID -Type of ID FCt:>( -
APPROVALS: ZONING: I`UTILITIES:
COMMENTS:
ENGINE 26 I t FIRE:
i •
7'h ?
Signature of Contracto A ent Date
Fl, e_ 4 /,-*-7 / 7 C /
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
11
WASTE WATER:
BUILDING:
Rev 11.08
E
i
i877—*
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: f r c,,. cl (ZaFirm: Address: (
S iX City: , %
V%_V,,— L State: Zip Code: 32.-1? 1 Phone:
3 cto • S13 - I S-i3 Fax: Email: Property
Address: I S % -L S • [—: 1 a * SJ . Property
Owner: I r e Ap,—«`s PA,L—e— Parcel
identification Number: Phone
Number: 3qO, Sk3 • i+S83 Email: The
reason for the flood plain determination is: New
structure Existing Structure (pre-2007 FIRM adoption) pansion/
Adclition Existing Structure (post 2007 FIRM adoption) Pre
2007 FIRM adoption = finished floor elevation 12" above BFE Post
2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) i
t .t•,I' 1.y Ut7.i+W.: Su- t : '•.
t 3 .;tv • f :;.
x. 7 OFFIGIP,L IJSE ONLY ,t` Y
r .. -
r r-. ,:x x. s..; . : Flood
Zone:_ Base Flood Elevation: Datum: FIRM
Panel Number: 1 ZO 'LR &-1 00 -71) F Map Date: q • -L 8 - O 7 The
referenced Flood Insurance Rate Map indicates the following: The
parcel is in the: floodplain floodway A
portion of the parcel is in the: floodplain floodway P---
The parcel is not in the: P2 floodplain floodway The
structure is in the: floodplain floodway The
structure is not in the: loodplain floodway If
the subject property is determined to be flood zone 'A', the best available information used to determine
the base flood elevation is: f3Al
Reviewed b :
i Aa Date: 4. zicz <. TAEngr--Files\
Elevation Certificate\Flood Zone Determination Request Form.doc I
PERMIT A! DATE J
PROJECT ADDRESS I s
CONTRACTOR
CONTACT iPTERSON -r-Af , E r? j DESCRIPTION,
OF RIE` I3ff®`1 Lc
FIRE
IPREVEIk-fT90f,I 0.
U9It, U 9 r-I G / //
Florida Building Code Online OFFICE -PERMIT 3d 2 Page 1 of 4 .
MIS Home 'I Log,rn I User Registration I Hot roples Submit Surcharge Slats & Facts Pubtiattons I Fnc start I -am site Map I unks I search
product Approval•
ax0 ra ' ,USER. Public User
Product Annrwai U=> P[lldl nr Anollcatinn Sparch > Annikatinn list >.Application Detail
sg6yrg}((I q FL # F18228-R2
1! Application Type Revision
Code Version 2007
Application Status Approved
r Comments
stl_ Archived
Product Manufacturer Masonite Intematlonal
Address/Phone/Emall one North bale Mabry
Suite 950
Tampa, FL 33609
615)441-4258
sschrelber@masonite.com
Authorized Signature Slteve Schreiber
ssehrelber@masonite.com ,
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category ' Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compilance Method Certification Mark or Listing OFFICF
Certlflcatlon Agency National Accreditation & Management Institute,
Validated By
Referenced Standard and Year (of Standards Standard Vear
ASTM E1300 1998
ASTM E1300 2002
ASTM E1886 2002
ASTM E1996 2002
ASTR E330 2002
TAS 202 1994
Equivalence of Product Standards ,
Certified By
Product Approval Method Method'I Option A
http://www.floriddbuilding.orglpr/pr'app dtl.aspx?param=wGEVXO.wtDauftCwaMPtt)3T.... •2/18/2010
Florida Buiiding Code Online Page 2 of 4 '=r
fit;
Date Submitted 02/14/2008
t
Date Validated 02/14/200e x
Date Pending FBC Approval 02/15/2008
Date Approved 03/18/2008 is?
summary of Products
FL jModel, Number or Name Descri Lion
8228.1 Fiber lass Side-Hln ed Dbor Unit 6'-8" Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate •
Approved for use in HVHZ: Yes FL8228 R2 CSAC NI00690U.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure: +85.0/-85.0 Installation Instructions ,
Other: Evaluated for use in locations adhering to the' F) 8228 R2 II Anchor Dili 68 0paque.odf
Florida Building Code including the High Velocity •Verified By: National Accreditation & Management.
Hurricane Zone, and where pressure requirements as Institute,
determined.by ASCE 7, does'not exceed the design Created by Independent Third Party:
pressures listed. 3'-0" x'6'-8" max nominal size. Evaluation Reports -
Hurricane protective system required lh HVHZ; but not Created by Independent Third Party:
required in the Wind Bome Debris Reglon.'See DWG -MA-
FLO160-07 for additional information-
8228.2 Fiber lass Side-Hln ed Door Unit 8'-0" O a ue T/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes F 2z8 R2 C -CAC NI006900.odf
Approved for'use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yeq
Design Pressure: 4-70.0/-70.0 Installation Instructions
Other. Evaluated for use in locations adhering to the 8228 R2 II Anchor Detalls 80 Opaaue odf
Florida Buliding Code Including the High Velocity • Verifled•By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as Institute,
determined by ASCE 7, does not, exceed the design ' Created by Independent Third Party:
pressures listed. 3'-0" x 8'-0" max nominal size. Evaluation Reports
Hurricane protective system required In HVHZ, bUt not . Created by Independent Third Party:
required in the Wind Some Debris Region. See DWG -MA:
FLO161-07 for addltlonal information.
8228.3 Fiberglass Side -Hinged Door Unit 6'-B" Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes Fl 8228 R2 C CAC NI006900 odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes'
Design Pressure: +50.5/-50.5 " Installation Instructions
Other: Evaluated for use In locations adhering to the FL8228 R2 II Anchor Detail 68 Opaaue.odf
Florida Building Code induding the High Veloclty Verifled By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as' Institute;
determined by ASCE 7,, does not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports
Hurricane protective system required In HVHZ, but not % Created by Independent Third Party:
requlred In the Wind Some Debris Region. See DWG-MA-
FL0160-07 for additional information.
8228,4 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/oiSidelites .. .
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL8228 R2 C CAC NI006900.ndf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistart: Yes
Design Pressure: +55.0/-50.5 Installation Instructions
Other:•Evaluated for, use In locations adhering to the FL8228' R2 II Anchor Detail 68 Ooaaue.odf
Florida Building Code lncludlng.the High Velocity Verifled By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as Institute,
determined by ASCI:7; does not exceed the design Created by Independent Third Party: .
pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports
Hurricane protective system requlred in HVHZ, but not ' Created by Independent Third Party:
required In the Wipd Some Debris Region. See DWG-MA-
FL0160-07 for additional Informatlori.
8228.5 Fiberglass Side -Hinged Door Unit 8'-0" Opaque Inswing Single or Double Door w/ or w/o-
Sidelltes
Limits of Use : Certification Agency Certificate -
Approved for use In HVHZ: Yes FL8228 R2 C rAC' NI006900.odr
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
httD://www:ilotidabuildinLx.orL/-or/nr an'n dtl.asnx?nanim=wCTF-VX'flVA-nrnift( w.A/ Ptn'_1T ' .• 1i R/n n . a
Florida Building Code Online
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 aominal size. Hurricane protective system required In HVHZ, but not
required In the Wind .Some Debris Region. See 1)WG-MA-
Fiberglass Side -Hinged Door Unit
1mits 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.112'-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.
R228,7 Fiberglass Slde-Hinged' Door Unit
Page 3 of 4
Installation Instructions
Verified By: National accreditation & 1anagement 3
Institute,
Created by Independent Third Party' :
Evaluation Reports
Created by Independent Third Party:
8'-0" Opaque Outswing Single or Double Door w/ or w/o
on Agency CertificatessuranceContractExpiration
DateonFInstructions•
f A tTTr•hnr rlat•aI1S Rn Ooanue Odf
Verified .By: 'National Accreditation & Management
imits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure:
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 slze. -
Hurricane protective system required In HVHz, but not
required in the Wind Some Debris Region. See DWG-MA-
iged Door Unit
Created by independent Third Party:
Valuation Reports
Created by Independent Third Party:
i -8" Glazed Inswing Single or Double Door w/ or w/o
ildelltes
ertification Agency Certificate
FyR77B R2 G CDG NI006900.ndC v
Zuality Assurance Contract Expiration Date ;•, ' • .: s'
Installation Instructions ..'.
netau 68 G 7ed.odf
Verified By: National Accreditation & Management
Institute,
Created by Independent Third Party: `.
Evaluation Reports
Created by independent Third Party,
Junits of Use
Approved for use In HVHZ: Yes
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 BUllding Cade 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
reaulred In the Wind Borne Debris Region. See DWG -MA -
Door Unit
I'-8" Glazed outswing Single or Double Door w/ or w/o
ildelltes " i<•.::;, .
ertification Agency Certificate
77R R2• G rer• Nr006900.ndE
Zuality Assurance Contract Expiration Date
installation Instructions
68 Glazed.od
r•.+
FL8228 R2 Ti Anchorall
Verified By: National Accreditation &Management
Institute,
Created by Independent third Party'
Evaluation Reports
Created by Independent Third Party: i
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
resign Pressure: +40.0/=45.0
other- Evaluated for use In 16cations adhering to the
Florida Building Code Including the High Veloclty
Hurricane Zone, and where pressure requirements as
determined by ASCE 7, does not exceed the design
pressures listed. 12'-0" x W-0". Max nominal size.. •
Hurricane protective system required In HVHZ, but not
required !n the Wind Borne Debris Region. See DWG' MA-
F '0&6 07 for additional inforinatlon..
228.10 Side -Hinged Door Unit
W Glazed Inswing Single or Double Doorw/ orw/o
ildelltes
teeertificationAgencyCertificate
p 8228 R2 C CAC NI006900.odf '
Expiration Date
I'
Zuality Assurance Contract
Installation Instructions
18228 R2 II Anchor Details•80 Glazed•odf Verified
By: National.Accreditabon & Management J.. Institute,
Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 8`-
o" Glazed outswing single or•Double Doorw/ or w/o Sidelites
1
imits of Use Certification
Agency Certificate;; Approved
for use in HVHZ: Yes j8228 R2 cac NI006900 odf ;.tir :,_+;; PP ,•; :--
bttp://
www.floridabuildina.ox /nxlDr a.013 dtl.a§nx?Daram=wGBVXOvOauftCwaMPfiD3T.,. 2/18/2010
of
Florida Building Code Online
Page 4 4
Approved for -use outside HVHZ:,Y_es - Quality Assurance Contract Expirati6n Date
Impact Reslstbnt: Yes
Deslgri Pressure: +43.0/-47.0 Installation Instructions
Other: Evaluated for use In locations adhering to the FI a22a R II Anchor Detal(s 80 Glaxed odf
Florida Building Code Including the'Hlgh Velocity Verified By: National Accreditation & Management i.,:`:,;
Hurricane Zane, and where pressure requirements as Institute,
determined by ASCE 7, does not exceed the design Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Evatuation.Reports -
Hurricane protecklve system requ(red In HVHZ, but not Created by Independent Third Party:
required in the Wind some Aebris Region. See DWG -MA-
PL0163-U7 for additional (nformatIon.
Sack Next 1,1!
f A Admtnktratlon
1
jr•':•.i:
Department of Community Awalrs
Flaifda, Building Code Onllna
Codas and standards
2595 Shuman! Oak Boulevard
Tallahassee, Aorida 32399-2100
850) 487.1814, Fax (850) 414-8436
2000.2010 The state of Florida. All fights reserved.
p .,:•.. ` I [•nnyriaht Statement I Acresclhrity statement I >yu-ln Sorrware i Ot Comer Servlce sumo v I f ontia A
Product Approval Accepts:
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Product Aooroval Menu > Product or Aaallcatlan Search >•A{lolication Ust > Application Detail
FL # FL11956-R1
Applicatlon Type Revision
Cade Version 2007
a Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Exterior Doors
Sliding Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
14 Validation Checklist - tiardcopy Received
Standard r
AAMA/WDMA/CSA 101/I.S. 2/A440 Off lu
Method 1 Option A
http:/A,vww.floridabuilding.org/pr/pk app dtl.aspx?param=rAiGEVXQ*tDgsxYIeb4opODVBeVS XAfln..: 12n/2oog
lorida Building Code Online
Date -Submitted
Date Validated
Date Pending FBC Approval
Date Approved
04/27/200
04/27/2009
04/29/2009
06/09/2009
Page 2 of 3
Summary of Products
FL # Model, Number or Name Description
11956.1 420/42P/430/43P/440/44P 182 x 96 Pocket frame and regular frame,
Aluminum Sliding Glass Door
i Limits of Use
Approved for use -in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Certification Agency Certificate
FL11956 R1 C CAC APC 420-430-440 SGD Dec 08.pdf
Quality Assurance Contract. Expiration Date
09/26/2012 •
Design Pressure: +25/-25
Other: SD-R25
Installation Instructions
FL11956 R1 II 420 430 440 SGD Taacon Instr -
Fastener schedule.adF
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11956.2 420/42P/430/43P/440/44P 146x96 Pocket frame and regular frame.
Aluminum Sliding Glass Door
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVjiZ: Yes
Certification Agency Certificate
FL11956 R1 C CAC APC 420-42P-430-43P-440-44P PD
QXX 146X96 LC408 105,03-109-47.odf '
Impact Resistant: No
Design Pressure: +40/-40
Other: LC-40
Quality Assurance Contract Expiration Date
12/10/2012
Installation Instructions
FL11956 RI II Installation Instructions - 420 OXX 146
96 AST Dix
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: .
11956.3 420/42P/430/43P/440/44P 182 x 80 Pocket frame and regular frame.
Aluminum Sliding Glass Door
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure:+35/-35
Other: SD-1135
Certification Agency Certificate
FL11956 RI-C CAC APC 420-42P-430-43P-440-44P PD
OXX 182X80 R35 8 9 0 -' -4 ,.p-df
Quality Assurance Contract Expiration Date
12/10/2012
Installation Instructions
FL11956 R1 II Installation Instructions - 420 OXX 182
80 AS TESTED.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Inde' endent Third Party:
Sack Nex# ,
DCA Admini radon-
Department of Comm unity Affairs
Florlda Bullding Code On/ine
Cades and standards
2555 Shumard Oak Boulevard '
Tallahassee, Florida 3239912100
850) 487-1824, Fax (850) 414-8436
C) 2000-2005 The State of Florida. All rights reserved. Coovrlohtand Disclaimer
Product Approval Accepts:
Ctp:llwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG'EVXQwtDgsxYleWpODVBeV 9XA ti... 2/7/2009
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BY OTHERS.
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SEE NOTES)
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ay OTHERS J
PERnAVER CAULK'
SAY• OTHERS
CLAWIC -
SEE NOTES)
EXTERIOR
INSTALLATION AftHm-
6 SCREW (TIP.
WERE TAPCONS ARE
NOT RMO. )
1 a ° •f
INSTALLA110i •Akmdo
3%f 6" DIA. TiAP ON
CAULK •9E.'I.IYEEN
14'OOD 6,Lick z:
MASONRY OPENING'
BY OTHERS
i-1/.a' FAIN.
a :E ABEDtdENT
1/41' MAX.
SHIM SPACE —Tr_
DOOR FRAIAE
HEAD•
DDDR
HEIGHT
SHIM AS REO'D '
tSEE NOTES)
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IAms, i
GLAZING
5EE NOTES)
I •
f •
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BY: OTHEr S
STUCCO
BY OTHERS -
DOOR VADTH
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LIBEf;ALLY. APPLY•CAUL•K4' c EMSEDIAENI ti
UNDER Sll L OR. SET SILL. in
OF CONCRETE
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SEE NOTcSBYOTHERS
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IOR'OF
ALTERNATE
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LE140TH TO
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SILL CORNERS 0.4. 10PE SEALED "WITH A SMALL :IOINT -St-AM SEALER. J. ' * r` 44'71" . _• . 10) SSHIt1
AS FWD: AT EA SET OF NSTALLATION AAOiORRS. VAX ALtD5YA9LE 9i1M STACY.. TO••BE 1/4-. RESISTANT MATERIALS„
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EY 1' 3'/,8' y4lKRE DOOR: IS IRSTALLEDIN' WOOS FRA?JE S?itUCTIin, U •d'i0;5Cjt%Y75:•OF Yl ut:i: E#iBAi> t37 IHT4' $U35164kTE- PLACE ai(ESM.NS 6' FROIi° L'ORM1ER51t 24. O CtAAX. Q ^
r '
ONE BY WOOD
DUCK BY OTHERS
INSTALLA 1ON ANCHOR
y 1l8 SCRZW (TYP,
WHERE TAPCCNS. ARE
NOT REO'D.)
CONCP.E7E
OR MASONRY
OPENING .
BY 97HEP,.S
d \-INSTALLATION ANCHOR
3/16" DIA. TAPCON
L>
CAULK 8E1YJEcN.
1t cd SUCK &
MAS-Y OPENING.
aY OTHERS
1/4" WIN.
EMBEDMENT
1 /4' MAX.
i}:IM SPACE
CTION; S-B .
CAULK BETWEEN
WOOD BUCK &
mAS'1' OPENING
fiY 6.THFPS.
CONCRETE '
ONE BY WOOD OR MI S&RY
BUCK 6Y OTHERS OPENING
8Y •OT1IEaS
30oP,
A 4 4. EM9EDAtENT
SUMIG CLASS
DOaR INTERLOCK
HOOK STRIP 'aE TAIL.
TAPCON' INSTALLATION CHART
LOCATION. IN HEAD SILL JAMEi OT'Y_ 1N'HOOK STRIP
CALL DOOR UP TO 46 PSF 01 PSF UP TO UP TO 46 PSf 61 PSF
SIZE SIZE 45.PSF TO 60 TO 70 •70 PSF 45 PS TO 60 TO 70
OP PSF DP PSF OF DP' OP PSF Dry PSF•DP
5068 X0, ox, XX 80 X 80 3 3 3 4 3 4 4
6068 Xo, OX, XX 72 k 80 4. 4 4
5
4 3 4
4 '
5
58068X0, Ox. XX 96 X. 80 5 5
7
4' 3
510068X0. ox, XX t20. X 80 6 8 4 3 4
5080 XO. OX, XX 60 X 96 3 3 3 5 4 5 6
608t) x0,. ox, XX. 72 X-96 3. 3 3 5 4 5' 6
5080 ?(0 Ox. XX 96 X 4• 4 5 5 4 6 s
10080 ox,xx
96
120 X 96 6 6 7. 5 4 6
7668 OXO 93-3/4 X 80 5- 5 d 3 4 5
9oe8 090. 109-3/4. X, 80 5 5 6
9
4 3 4 5
5- 12068 O 0 145-3/k.X 80 7• 7 4. 3 4
15068 OXO . 181-3/4.9 80 8 . io 11' 1- 3 4 5
7680 'OX0• 93--z/x. X: 96 S. 5 5 5 1' 6 6
9080 OXO 109-3/4 X §& 5 5 6 5 4- 6 6
12080 OXO 145-•,3p X 96 7 8 9 5 4. 6 6.
15D80 OXO 181--a +• X•96 8 ' 11 13 5 4 6 s
7668 XEx 88-9Jtts;X 80 5 5 9 3 A.
9068 XtX 1D8-5/t8 X 80 5 5 6 4' 3• 4 5'
120g8 XIX 142_4/ts )C.80 7' 7. a 4• 3. 4 5
15068 Xlx 178-s/Is X 80 8 10 Tl 4 3 4 5
7680 xm B8-9/i6 'X 96 5 5 5 5 4 6 6
9080 -wX 106-e/16 X• .96 5 5 6 5 4 6 6
12080 XIX 142,s/16' X 96 7 8• 9 5 4 6 6
5080 IX 178-06 X 95 8 13 13 5 4 6 6
10068'OXXO; xxxx 12Q-Z/8.X 84• 5 6'
7
4 3 4 5
912068.OXXO, XXXX T44-5% X $0: 7' 8 4 3 4
16068 OXXo; XW 192=s)d X EO g 10 T2 4• 3 5
1008D. pXXO; XXXX 1Z0-5%a••X 96 6 6
8, .
7
9
5
5
4•
4
6 6
812080OXXO, XxXX 1S4jgJe•x 96 7• 0"
16080 OXkO XXXX 192-51e X 96 9 12 t4 5 4 g. 1 6
DOOR WIDTH
I
IT
STUCCar A.
BY OTHERS
EXTERIOR. €L-EVATION
CAULK
aenvEEn1F7"LE-:SERIES
l HOME PRODUCTS
WOOD BUCK; do
DOORH STRIPGRTz, "PA.
420/4:3D`440 SLIDING GLASS €BOOR
tAUIJ4 MTH' TAPCONS
INSTALLATION• fdyG1. R
MANUAL. }dF t7TIN
DRti:. SI3 D AY-- '12 f.13 0 3/16- D'tk 'TAFG
t Nt;ttaErR
Dlsclpuk:• CIVIL sr e: N_.T:S a":X"ivilNPa013
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ELEVATION
Mid —Span
5"
Anchor
See Section Details)
Mid —Span
L
5'
I--- 52"
1' MINIMUM
PENETRATION
N '*&CLEARANCE
A L FOUR SIDES)
8x11/4"
Screw
G. \
1 I 1 by others) 0
0.
Caulk between
Range and buck.
Caulk around
perimeter.
by others)
72"
HEAD DETAIL
by others)
Caulk around
perimeter.
Caulk between
Range and buck.
by others)
by others)
Caulk betweer
Range and buck
Caulk around
perimeter.
by others)
JAMB DETAIL
SILL DETAIL
2X BUCK AS REQUIRED
1" MINIMUM
PENETRATION
8 X 1 1/4" SCREW
MUST ACHIEVE 1" PENETRATION
INTO STUD.
TYPICAL)
Notes:
1. Installation depicted based off of
structural test report
94599.01-109-47.
2. Wood screws shall satisfy the National
Design Specification for Wood
Construction for material type and
dimensional requirements.
3. Wood buck installations are assumed 2x
S—P—F (G=0.42) or denser. Buck width
shall be greater than the window frame
width. Tapered or partial width bucks
are not allowed. Wood buck shall be
secured to the structure to resist all
design loads.
4. Wood screw lengths shall be sufficient
to guarantee 1" penetration into
wood buck.
5. Maximum shim thickness of 1/4"
permitted at each fastener location.
Shims shall be load bearing, non —
compressible type.
6. These drawings depict the details
SHIM AS
necessary to meet structural load
REQUIRED
requirements. They do not address the
air infiltration, water penetration, intrusion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate jamb
fasteners 5" from each end and at
mid —span of jambs. Locate head
fasteners 6" from jambs and one at
mid —span. Design pressures of smaller
window sizes are limited to that of the
test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +45.11/-45.11 UNITS UP TO 52" x 72"
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
MAYN Dr DAR
M
INSTALLATION INSTRUCTIONS
T.C. 11/
DAM
FASTENER SCHEDULE —FLANGE— OeaaDc wh
rnaoucr
30/09
SCAM sEsr.
740/3740 Single Hung NONE 1 OF 1
Windows & Doors —
Gratz, PA — 740 FLANGE
FL Fzpj. -
SJOE-HINGED FIBERGLASS DOOR UNIT
8'-V DDLIBLE DOOR -WITN(-WiTHOUTSIDELITES '
FN[72AL NOTES
1 EVACUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BURNING CODE AND WHERE PRESSURE
REQUIREMENTS AS DEfERMWED BY ASCE•7, MINIMUM
DESIGN LOADS. FOR BUILDINGS AND OTHER STRUCTURES..
DOES NOT EXCEED THE DESIGN'PRESSURES USTEO.
2. WHEN
CIAME OTECTNVE HSYS EM (SHUfTERSS)
H Va;OCff REQUIRED (ten'
3. WHEN INSTALLED N EBRIS REMON.
EXCLUDING THE HIGHHVa=Frr.HURRIUNE ZONE ((HVHZ).
HURRICANE PROTECTIVE SYSTEM IS Mar- REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT CLASS. BUT IS REQUIRED
ON PANELS WITH NON -IMPACT GLASS.
4. POI,YURE17HANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE O& LOPED INDEX OF 60 PER ASTM E84.
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE'DBM.OPED INDEX OF 115 PER ASTM E34.
5. PLASTICS TESTING OF.FIBfRDLASS FACING'
TEST DESCRIPTION DESIGNATION. RESULT
SELF ICNTION TEMP ASTM D1929 8D3 'F
RATE OF BURNING ASTM D635 0.79' INjHN
SMOKE DENSITY AST/A D2843 48 9
TENSIIE STRENGTHS ASTM P538 73% DIFF
0. PTAs= TESTING OF LrM FRAME MATERIAL: i
r ernn.ern..0 .rurnnu accln7
IGNIDON TEMP ASTM 680 'IF > 650 'FSELF
RATE OF BURNING OF0635 5.10 LU MW
SMOKE DENSRY ASIM 0284.3 1-69.6--
TENSILE STRENGTH` I ASTU 0638 f -7.48,,* DIFF
1457161L DYEiiAU. PRAYt YhD1i1
21" MAX 36.375' MAX. 37-5. MAX
D.LO. PANE. WIDYN FRAME MOTH
W/ASTRAGAL
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45W HOURS XENON ARC METHOD 1
SRJTY E DOOR UNIT 'D(H)BLF DOOR UNIT 4y 00R UNIT ;?Ii F DQDR UNIT
1iLSmffg Y SJf?FLL
TADLB OF CONTENTS
SHEET b< DESCRIPTION
1 TYPICAL &2. ATIONS & GENERAL NOTES
ANCHORING CATIONS & DETAILS
3 ANCHORING LOCATIONS do DETAILS
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MdmsoWlW 'ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
i0 x 2". grw'— 11 o• "" L
THE THRESHOLD &INTO THE
8 X. 2-1/2"
DElA11 " ASTRAGASTRUCTURE DEEP- ENOUGH 10
x 5/8" ATTACH ASTRAGAL- RETAINER BOLT FOR A 1.375". THROW 10
x 1-3/4" STRIKE PLATE TO AS
SHOWN. FRAME
QUAIL`"
F' ASTRAGAL 8
x.2-1/2" -#10 x 2' 10
x 3/4" 0.124 ,va+EA110 -DeeaznmE *MERT oax
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EQUAL / y 1.
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932 1.
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OOR SUL T
T T INSWING
THRESHOLD Qlf[SWING THRESHOLD HIGH DAM O/S THRESHOLD TYPICAL CLA71NG DETAIL TYPICAL GLAZIN_G__D_t_TAIL IMPACT
BAY-0—GLASSNON —IMPACT GLASS
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AilACHMENT DETAIL --
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY HAf20LD E. RUPP, PE
FLORIDA #15935) WITH THE LOWEST (LEAST)
FASTENER RING FROM THE DIFFERENT FASTENERS -
BEING CONSIDERED FOR USE JAMB, HEAD, AND ,
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE-
10 'WOOD SCREWS -OR. 3/16" TAPCONS. A PHYSICAL i so'"'''
SHIM MUST BE PLACED IfJ SHIM +SPACE AT EACH -ANCHOR dlN
LOCATION. sr+iu
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM «" " r
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. WOAD BUCKS BY -OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION
TRMSFER LOADS ,TO STRUCTURE. 4-9/16" MIN JAMB
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
AK w K -
1: KWIKSET MAXIMUM SECURITY SERIES GRADE .2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 10--3 /2" ' CENTERLINE.
ia. KWIKSET MAXIMUM SECURITY SERIES GRADE.2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE MINIMUM WITH 6" :GRADE- 1
ANSI/BHMA A156.16) SURFACE• SOLM INSTALLED
ONDT- LAAT
SIDE
OF ACTIVE DOOR PANEL — (1) AT TOP 2.
4'' X 4" FULL MORTISE BUTT HINGES. Add,#
romN1 p • CErE"
iix600lb: 6 9 flrde[
rea . . AL.
N.T.S. rfxG.
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L/A-FL0f6t-07 srfa
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SIDS -HINGED FIBERGLASS DOOR UNIT
V -V GLAZED DOUEBLt DWR WITHI WITHOUT SIDELITES
GENERAL NOTES
1. 'EVALUATED tOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BIiI DING'CODE AND Y/HERE PRESSURE
REQVIREMENi$ AS OEIERMWED SY ASCE 7. MINIMUM •
DESIGN LOADS fOR BUILDINGS AND OTHl7i STRUCTURES,
DOES NOT EXCEED TILE DESIGN PRESSURES USTED.
2. iBJRR IICANEPROTECfIV EE H V OVSOCCREQUIRmE (+z). .
3 WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION.
EXCUMNO THE HIGH VELOCRY HURRICANE ZONE (IMM,
HURRICANE PROTTT;TLVE SYSTEM IS NOT REOUIRED.ON
PANELS WITH IMPACT GLASS. BUT IS REQUIRED ON PANELS
WITH NON -IMPACT GLASS. -
4, -POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTIM E34
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE OVELOPED INDEX OF 113' PER ASTIJ E84.
S PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT
III
SELF IGNITION
8. PLASTCS TESTING* OF 1.0,.E FRAVE MATERIAL -
TEST DESCRIPTION DESIGNATION RESULT
SP ASTM D1929 803 'P > 650 'F
RATE OF BURNING 6SR+1 0635 0.79 IN MIN
SMOKE :bENS11Y r ASTI.1 171a43 48:93. t
TENS •STRETiG1H+ • ASTM. O63a SX #LI'F
SELF IGNRTON TEMP STM D1929 680 IF > 850 'F
RATE OF BURNING A57M 0635 1.10 W MIN
SMOKE DENSITY ASfLM D2843 59.6,
TENSILE STRENGTH* AsrIM 0638 7.48z DIFF
449' Ua OVERALL N TZUME NARt
21" MAX 36.375' MAX
375" MAXD.L.O.W/ASM rFRAME WIDTH
Q
a a
DOUBLE DDDR UNIT W/SIDELRES
fmlia:_{ 6 `1
COMPARATIVE TENSILE STRENGTH AFTER WFATHFRWG Bete4500HOURSXENONARCMMMD1
SINGLE DOOR iNn' DOUBL ,FOR UND' S161GM F DOOR UNIT SINGiF DOOR UNIT SfNGLF DOOR UNR' W/SlDE7.iTFS DOURI F DOOR • UND' W/S1DEI ffES
WITH J(DEI DE ,yl71Ti' S(DECRF .
TABLE OF CONTENTS
SHEET ~ DESCRIPTION
i iTYPICAL ELEVATIONSdo GENERAL NOTES
2 CHOKING OCATIONS & DETAILS
3 IANCHORING LOCATIONS &• DETAILS 112-5-
WHERE YATER
DESIGN PRESSURE RATING
INFI TIOri PERFORMANCEIS REQUIRED
TO BE 159 OF DESIGN PRESSURE NFIG
MAX WIDTH IN '!NC OUTSWINC INSWING TSWI G• X
37, 4-40.0 .0 19.D 40.0 -40.0 X%
45.0 430 -40 tsm
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10 x 2" THE THRESHOLD & WTO'.THE
08 x 2-1/2"
DETAIL 'E" ASTRAGAL STRUCTURE DEEP ENOUGH',
10 x 5/8' ATTACH -ASTRAGAL RETAINER BOLT FOR A 1.375" THROW
10 x 1-3/4' STRIKE PLATE TO FRAME
umx "F" ASTRAGAL
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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
BEING CONSIDERED FOR USE. JAMB, HEAD, AND '
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL Aso" f—— SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHORL--
LOCATION.
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM :L
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. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 'ANCHOR INSTALLATION
TRANSFER LOADS TO STRUCTURE.
4-9/16" MIN JAMB
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171. LBS.
HARDWARE SQH U
1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
ATL10OR1
AL AND DEA NLE CK HARDWARE TO BE INSTALLED
la. KyAKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE - INSTALLED
ANSI/BHMA A15616I) SURFACEMINIMUM
BOL
5INSTALLED 8"
GRADE 1 AND
O AT SIDE
OF ACC DOOR PANEL —, (1) AT TOP 2.
4' X 4" FULL MORTISE BUTT HINGES. lddxtimm111
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MA—FL01 SHEET
3 OF
filing NUNN" 1111111113111111111
Permit No. 1 I - ( 3 D
Tax Folio No. 31 - I ct 31 - 5O 1—
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
The undersigned hereby gives notice that improvement
will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement.
1. Description o"-f prope/}}y: (1pligaI descn tion of the property, and street ad/Ldress if
ko
MMRYAV E MORSE, CLER9 OF CIRCUIT COURT
SEMIN OLE COUNTY
B9 07583 P9 14861 (1pg)
CLERK'S # 201 1.06,1 aoG
RECORDED 06/09/2011 0fs37s24 PH
RECORDING FEES 10, 00
RECORDED BY T Stvith
3 P(' 1-2'
General description of improvement: to
Owner information: Name: Vre r t c C
Address: `6 — t
Interest in property: 0• AI 3n, ?Y
Name and address of fee simple titleholder (if other than Owner): Name:
Address:
Contractor Name: ln P Lf Phone number:
c. Address: i 5 ( a
5. Surety Name
Address:
b. Amount of bond: $ RK
6. Lender: Name: A t Cw , . _CAE
Address:
b. Lender's phone number: gt4 'DE
7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may as
provided by Section 713.13(1)(a)7., Florida Statutes: Name:
Address:
8.a. In addition to himself or herself, Owner designates of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
b. Phone number of person or entity designated by owner:
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different
date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I,
SECTION 713.131 FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF
Signature or Owner's Authorized Officer/Director/Partner/Manager
The foregoing instrument was acknowledged before me this day of
authority.... e.g. officer, trustee, attorney in fact) for (name of party on'
e 4a t (SEAL)
Signature of Notary Public
Personally Known OR Produced Identification
Signatory's Title/Office
Notary Public - State or rmiu.
My Comm. Expires Feb 25.2015
Commission At EE 60182
Bonded Through National Notary Assn.
afinn Prnrincerl L e "
of
Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that
the facts state in it are a to t best of my knowledge and beliefi iota ;
Si ature of Natural Perso Signing Above NAME 2r
Rev. date 3/2008 ADDR...L 1 ST'
11