HomeMy WebLinkAbout2401 S Grandview Ave (2)s
VED
MAR 10 2011;
D CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:—IN • 1 ()2-40 Documented Construction Value: $ 150 ,
0 o
3a-771
Job Address: !40 / S. G-P,"h W F u) 4 09 S,4-NrnPTGL •Historic District: Yes No
Parcel ID: _31- --511 -Doom DSo2G Zoning: -
Description of Work:
Plan Review Contact
Phone: 1&7- 393 -1t22 Fax: E-mail:
Property Owner Information
Name /A v G D ill - 5yn (l ¢ . /Phone: 407 L1 16 -69 5 9
Street. 15,;1' AA /) U L nM, 4 -94,0,I-
sident of property.. Yes
s
City, State Zip:Gv 2Z FL. _32-7 1 /
Contractor Information
Name
Street: S E f . -/dot! f
City, State Zip: S A-NF:Q Q b :5:z2 : /
Phone:
Fax:
State License No.:
Architect/Engineer Information
Name: JJWIA-m E IZ92&if 5-hi.14
Street: /., 9/ 5 R f b F et'A 'S kuN Y
City, St, Zip: lNiiVrf le- t)cit/ .
Bonding Company: A --
Address:
T'T
Building Permit
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Construction Type: rAA*tf No. of Stories: e
No. of Dwelling Units: &_Y Flood Zone:
Electrical Plumbing ` t
New Service - No. of AMPS: New Construction - No. of Fixtures: <v
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads:
k
j` t'a
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance= of =A permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Owner/Agent is . ersonally Known to Me or
Produced ID Type of ID - 'P11 Z ---
APPROVALS: ZONING:
COMMENTS:
Rev 11.08
UTILITIES:
Signature of Contractor/Agent 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:
ENGINEERING: FIRE: BUILDING:
SignatureofOwner/Agent ate
Print Owner/Agent's Name
4,-, .,r- `r" 3.10. 1 t
ignature of Notary -State of Florida Date
tpRY p
a% JO ANN M. JOHNSON
MY COMMISSION # DD 761978
EXPIRES: March 23, 2012
Bended Thor Budget Notary SmtN
Owner/Agent is . ersonally Known to Me or
Produced ID Type of ID - 'P11 Z ---
APPROVALS: ZONING:
COMMENTS:
Rev 11.08
UTILITIES:
Signature of Contractor/Agent 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:
ENGINEERING: FIRE: BUILDING:
OWNER BUILDER STATEMENT/AFFIDAVIT
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)
Rev. 9.14.2009
I understand that state law requires construction to be done by a licensed contractor and have appliea 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
licensed 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 withinitin1yearaftertheconstructioniscomplete, the law will presume that I built or substantially improved
for sale or lease, which violates this exemption.
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 any64injuriessustainedbyanunlicensedpersonorhisorheremployeeswhileworkingonmyproperty. 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
n 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
Property Address: 944/,) f 5. , r 3 7,9,1
I, Pkyzt L,,& 'W _ Z S A-/1 ll , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Form of Identification_ _ bk'y VW S L(? Al S g
Must be Photo ID)
ate
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
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
n Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
6 Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
n I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
Y that-I-am-the -party-legally-and-financially-responsible fortheproposed construction activity -at the -address _
v 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
0 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: 944/,) f 5. , r 3 7,9,1
I, Pkyzt L,,& 'W _ Z S A-/1 ll , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Form of Identification_ _ bk'y VW S L(? Al S g
Must be Photo ID)
ate
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
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W I N D 0 W S o D 0 0 R S
an Andersen Company
1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902
SERIES 2100 - MODEL 2111
EXTRUDED VINYL
SINGLE HUNG WINDOW
NON -IMPACT'
GENERAL NOTES
1
i. This product has been evaluated and is in compliance with the 2007 Florida Building Code
DESCRIPTION
1
FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2 Horizontal 1L vertical cross sections
3
ui 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
e
vbasematerialshallbebeyondwalldressingorstucco.
40.75" x 28.12"
3. When used in areas requiring wind bome debris protection this product is required to be
53.00" x 73.00" 52.00" x 72.00"
protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC.
30.0
4. For 2x stud framing construction, anchoring of these units shall be the some as that shown
o for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
3
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analysis by a licensed engineer or registered architect.
1
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53.0(Y" MAX. OVERALL FLANGE WIDTH --I
TABLE OF CONTENTS
SHEET# DESCRIPTION
1 Typical elevation, design pressures & general notes
2 Horizontal 1L vertical cross sections
3 Buck and frame anchorin
4 B81 of materials, glazing detail and components
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53.0(Y" MAX. OVERALL FLANGE WIDTH --I
OVERALL
FLANGE
DIMENSION
5200" MAX. OVERALL FRAME WIDTH
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DIMENSION
GLASS
TYPE .
DESIGN PRESSURE{PSF)
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OVERALL
FLANGE
DIMENSION
OVERALL
FRAME'-
DIMENSION
OVERALL
D.LO.
DIMENSION
GLASS
TYPE .
DESIGN PRESSURE{PSF)
POSIAVE NEGATIVE
37.00" x 63.00" 36.00" x 62.00" 32.12" x 28.12"
G1
50,0 50,0
46.00" x 63.00" 45.00" x 62.00" 40.75" x 28.12" 40,0 40,0
53.00" x 73.00" 52.00" x 72.00" 47.75" x 33.12" 30.0 30.0
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FL -6163.1
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EXTERIOR V— INTERIOR
K31 VERTICAL CROSS SECTION
QJ Shown w/tx sub—buck substitutingconcretescrewsforscrewsper
section 1714.5.4.2 of the Florida
Building Code
NOTE:
1. LOCATE OPERATING SASH LOCKS 7.5"
FROM EACH END OF THE ACTIVE
MEETING RAIL, FASTEN WITH (2) #8 x 3/4"
SELF TAPPING SCREWS.
2. LOCATE SASH KEEPER 6.5" FROM EACH
END OF THE MEETING RAIL, FASTEN
WITH (2) #6x3/4"SCREWS.
2 HORIZONTAL CROSS SECTION
2
Ek
VERTICAL CROSS SECTION
2
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FL -6763.1
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A-:,
inc ArrKV Vcu Went KKnlu rvt. mrmum Ex xwium I -UK WINUUWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
0.91'
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AIR SPACE
8" ANNEALED GLASS
77/16" GLASS
GLASS
THRALL
K. BITE
G1 Glazin Detail
67"
M
4 Lock Meeting Rail Top
Reinforcement
cq
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Reinforcement
N
0.79"
0.74"
0
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Reinforcement
0.82"
O
0.05'
14 Lock Rall To
Reinforcement
S Extruded PVC Glazing Bead 9 Extruded PVC Glazing Bead 8 Exhuded PVC Glazing BeadKeeper
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FL -6163.1
T 4 of 4
BILL OF MATERIALS
ITEMI DESCRIPTION MATERIAL
I EXTRUDED PVC MAIN FRAME (FLANGE) #2161' (0.075 MIN. WALL THK.) PVC
2 EXTRUDED PVC SILL (FLANGE) #2163' (0.075 MIN. WALL THK.) PVC
3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) 413557• (0.062 MIN. WALL THK.) PVC
4 EXTRUDED PVC MEETING RAIL #2167' (0.070 MIN. WALL THK.) PVC
5 EXTRUDED PVC TOP RAIL #2908•(0.070 MIN. WALL THK.) PVC
6 EXTRUDED PVC BOTTOM LIFT RAIL #2806' (0.070 MIN. WALL THK.) PVC
7 EXTRUDED PVC STILE 172905• (0.070 MIN. WALL THK.) PVC
8 EXTRUDED PVC GLAZING BEAD (KEEPER) #2317' (0.062 MIN. WALL THK. PVC
9 EXTRUDED PVC GLAZING BEAD (VERT. & HORT.) #2217• (0.062 MIN. WALL THK.) PVC
10 OPERABLESASHLOCK
11 SASH KEEPER #2240 STEEL
12 FIXED MEETING RAIL REINF. (TOP) 0.060' GALV. STL. STEEL
13 FIXED MEETING RAIL REINF. (BOTTOM) 0.060- GALV. STL. STEEL
14 LOCK RAIL REINF. (TOP) 0.048" STEEL
15 BOTTOM LIFT RAIL & SASH RENF. 0.060" GALV. STL. STEEL
16 WINDOW SCREEN
17 WEATHERSTRIP PILE W/RN .187 x.270, LOCK RAIL & SASH (ULTRAFAB)
18 WEATHERSTRIP P'LE W/FIN .187 x.230, FIXED MEETING RAIL ULTRAFAB
19 WEATHERSTRIP PILE W/RN .187 x .150, SILL (ULTRAFAB
20 WEATHERSTRIP VINYL BULB .187'x.375'0 AMESBURY
22 GLAZING COMPOUND(DOW #1199) SIUC NE
23 8 x 1-3/4" PPH SMS STEEL
24 1/4"x 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL
25 2X BUCK SG>=0.55 WOOD
26 114" MAX. SHIM SPACE WOOD
27 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
28 1/4"x 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL
29 1 X BUCK WOOD
30 INTERCEPT SPACER STEEL
inc ArrKV Vcu Went KKnlu rvt. mrmum Ex xwium I -UK WINUUWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
0.91'
1
7 0.07-
1_
1I
6 Extruded PVC BoHom UR Rail
2.69"
UI if
Do
CV
I PVC -Mato Framewithflange
i
e
1.16-
0 077
16'
007I
LICL
p 091" b
5 Extruded PVC Top Rail
2.69" -- J
L C4 D
PVC Sill
2 with flange
1-16-
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t
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Extruded PVC Meeting Rail
1.19" '—
L
OI
7 Extruded PVC Stile
0.79" o
0
TODD -1
1 /8" ANNEALED GLASS
AIR SPACE
8" ANNEALED GLASS
77/16" GLASS
GLASS
THRALL
K. BITE
G1 Glazin Detail
67"
M
4 Lock Meeting Rail Top
Reinforcement
cq
cq
F—
IS Bottom LIR Rall & Sash
Reinforcement
N
0.79"
0.74"
0
Fixed Meeting Rail Bottom
Reinforcement
0.82"
O
0.05'
14 Lock Rall To
Reinforcement
S Extruded PVC Glazing Bead 9 Extruded PVC Glazing Bead 8 Exhuded PVC Glazing BeadKeeper
N.r.s.
DWS
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FL -6163.1
T 4 of 4
OFFICE
sem• Product Approval
dotUSER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL4940-R2
Application Type Revision
Code Version 2007
Application Status Approved
Approved by DCA. Approvals by DCA shall be i
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
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
Masonite International
One North Dale Mabry
Suite 950
Tampa, FL 33609
615) 441-4258
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard
TAS 201
TAS 202 OFFICE
TAS 203
Ti
Product Approval Method Method 1 Option A
Date Submitted 12/16/2010
Date Validated 12/16/2010
Date Pending FBC Approval
Date Approved 12/22/2010
Summary of Products
FL # I Model, Number or Name Description
14940.1 I Metal -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Single Do
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4940_R2_C_CAC_N1006115-R3
Approved for use outside HVHZ: Yes Quality Assurance Contract Exph
Impact Resistant: Yes 12/31/2014
j Design Pressure: +76.0/-76.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida Building FL4940_R2_II_FL0132.pdf
Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation
requirements as determined by ASCE 7, do not exceed the design Created by Independent Third Part
pressures listed. T-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When Evaluation Reports
large missile impact resistance is required, hurricane protective system is FL4940_R2_AE_504A.pdf
NOT required. See installation drawing DWG-MA-FLO132-05 for Created by Independent Third Part,
additional information.
4940.3 Metal -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Door w/ o
4940.2 Metal -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and 0/S Door w/ o
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4940_R2_C_CAC_N1006115-R3
Approved for use outside HVHZ: Yes Quality Assurance Contract Exph
Impact Resistant: Yes 12/31/2014
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida Building FL4940_R2_II_FL0132.pdf
Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation
requirements as determined by ASCE 7, do not exceed the design Created by Independent Third Part,
pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 55.0. Evaluation Reports
When large missile impact resistance is required, hurricane protective FL4940_R2_AE_502A.pdf
system is NOT required on opaque panels, but is required on glazed Created by Independent Third Part
panels. See installation drawing DWG-MA-FLO132-05 for additional
information.
4940.3 Metal -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Door w/ o
j Limits of Use Certification Agency Certificate
I Approved for use in HVHZ: Yes FL4940_R2_C_CAC N1006115 -R3
I Approved for use outside HVHZ: Yes Quality Assurance Contract Exph
Impact Resistant: Yes 12/31/2014
Design Pressure: +48.3/-48.3 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida Building FL4940_R2_II_FL0133.pdf
r Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation
requirements as determined by ASCE 7, do not exceed the design Created by Independent Third Part
pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = +/- 48.3. Evaluation Reports
I When large missile impact resistance is required, hurricane protective FL4940_R2_AE_501A.pdf
system is NOT required on opaque panels, but is required on glazed Created by Independent Third Part,
j panels. See installation drawing DWG-MA-FLO133-05 for additional
information.
4940.4 Metal -edge Steel Side -Hinged Door Units 6'-8" Glazed I/S and O/S Door w/ or
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4940_R2_C_CAC_N1006115-R3
Approved for use outside HVHZ: Yes Quality Assurance Contract Exph
Impact Resistant: No 12/31/2014
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida Building FL4940 R2_II_FL0134.pdf
Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation
requirements as determined by ASCE 7, do not exceed the design Created by Independent Third Park
pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. Evaluation Reports
When large missile impact resistance is required, hurricane protective FL4940 R2_AE_502A.pdf
system is required. See installation drawing DWG-MA-FL0134-05 for Created by Independent Third Park
additional information.
4940.5 Metal -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S and O/S Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL4940_R2_C_CAC_N1006115-R3
Approved for use outside HVHZ: Yes Quality Assurance Contract Exph
Impact Resistant: No 12/31/2014
Design Pressure: +43.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida Building FL4940_R2_II_FL0135.pdf
Code including the High Velocity Hurricane Zone, and where pressure Verified By: National Accreditation
requirements as determined by ASCE 7, do not exceed the design Created by Independent Third Part,
pressures listed. 6'-0" x 8'-0" max nominal size. Max DP = +43.0 / -45.0. Evaluation Reports
When large missile impact resistance is required, hurricane protective FL4940_R2—AE_501A.pdf
system is required. See installation drawing DWG-MA-FL0135-05 for Created by Independent Third Part'
additional information.
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Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Se
Product Approval Accepts:
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TE C HN I CA L AD V I S O R Y
To: Lowe's Associate Date: March 25, 2004
From: Technical Service
Subject: Product Submittal Guide
In the event retail customers are required to provide documentation of design pressure
DP) or impact ratings in accordance with state or local building codes, the following is to
be supplied for the typical product approval submittal:
1. A copy of the appropriate Florida Statewide Product Approval
2. A copy of the Intertek Quality Assurance Certificate
3. A copy of the appropriate Validation Matrix (circle or highlight the specific COP)
4. A copy of the appropriate Intertek listing (COP)
S. A copy of the appropriate Minimum Installation Detail (MID)
For additional information, please contact Masonite Technical Services.
Masonite Technical Services Contacts:
Kenneth R. Imhoff
O: 615.441.4255
F: 615.446.7229
C: 813.335.4171
E: kimhoff@masonite.com
Thank you for your continued support.
Steve Schreiber
O: 615.441.4258
F: 615.441,4277
E: sschreiber@masonite.com
Masonite Exterior Door Products • One Premdor Drive • Dickson, Tennessee 37055
ATTek, Barrington, Belleville, Castlegate, Celco. Colorado, Decor, DorFab. Entergy, Fvergreen• Johnson. Monterrey, Oakeraft, PremVU. Rochtnan Universal, Royal Mahogany Products. Span -Rite, SPccialty1B3y1i1c. Stcelwood
Page 6 of 10
Report #
Test Results:.
Test Sequence: PA 202
1. Air Infiltration
2. %i Test Pressure Positive
3. Vi Test Pressure Negative
4. Design Pressure Positive
5. Design Pressure Negative
6. Water Infiltration Positive Direction
7. Full Test pressure Positive
8. Full Test Pressure Negative
9. Forced Entry
AIR INf II TRATION
Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94
Air at 1.57 psf Actual Allowable .
Specimen 1 In -swing 0.01 CFMISQ FT 0.34 CFMISQ FP..
Specimen 2 Out -swing 0.009 CFM/SQ FT 0.34 CFWSQ FT ,
Specimen 3 . Out -swing 0.01 CFM/SQ FT 0.34 CFN VSQ FT
Specimen 4 Out -swing 0.00 CFM/SQ FT 0.34 CFM/SQ FT
Specimen 5 Out -swing 0.07 CFM/SQ FT 0.34 CFM/SQ FT
WATER INI+.TRAITON TES9 .T c7
4 `v = '
Water Infiltration Test was conducted in accordance with DCBCCD PA 202 - 94
Specimen 1 Inswing Water (x3.0.00 psf for 15 min. Result: No water penetration over sill
Specimen 2 Out -swing Water @ 9.00 psf for 15 min. Result No water penetration over sill
specimen .3 Vui-swing water (0 Y.uu psr tor 13 mm. ResuIG No water-penetrauon over slit
Specimen 4 Out -swing Water @ 9.00 psf for 15 min. Result: No water penetration over sill
Specimen 5 Out -swing _ ..Water.(cr 9.00 sffor 15 min. .Result: No water penetration ov
STATIC AIR PRESSURE TESTS
Static Tests were conducted in accordance with DCBCCD PA 202-94
Design Loads +55.0 psf, - 60.0 psf. Specimen 1 (In -swing)
Range of test time actual load deflection perm. set
Positive loads (seconds) psf
112 Test 30 45.00
Design- 30 60.00 Mullion (3) 0.418" N/A
Test 30 82.50 Door. (1) 3.740" 0.135"
Door (2) 1.730" 0.118"
Mullion (3) 0.926" 0.033
n
y {(
Y
I
Masonite Exterior Door Products -3-
TEST
3 -
TEST RESULTS (Cont.)
Specimen No. 1- Inswing
5.2.6 Water Penetration
5.0 gph/ft2
WTP=2.86 psf (15 min.) No Leakage
5.2.5 Uniform Loads
NCTL-210-2929-1
No Leakage
Full Load - 30 seconds Permanent Set
114.0 psf exterior 0.309" 0.318"
114.0 psf interior 0.013" 0.318"
TEST RESULTS
Specimen No. 2 - Inswing -
5.2.7 Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2
0.11 CfM/ft2)
5.2.4 Design Loads - 30 seconds Deflection
76.0 psf exterior design pressure 0.439" 0,453"
76.0 psf interior design pressure 0.098" 0.453"
5.2.6 Water Penetration
5.0 gph/ft2
WTP=2.86 psf (15 min.) No Leakage No Leakage
5.2.5 Uniform Loads
5.2.7
5.2.4
5.2.4
5.2.5
Full Load - 30 seconds Permanent Set
114.0 psf exterior 0.317' 0.318"
114.0 psf interior 0.096" 0.318"
TEST RESULTS
Specimen No. 3 - Outswing
Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2
0.11 cf]M/ft2)
Design Loads - 30 seconds Deflection
76.0 psf exterior design pressure 0.121" 0.453"
76.0 psf interior design pressure 0.440" 0.453"
Water Penetration
5.0 gph/ft2
WTP=8.25 psf (15 min.) No Leakage
Uniform Loads
No Leakage
Full Load - 30 seconds Permanent Set
114.0 psf exterior _ 0.161" 0.318"
t
Page 4 of 8
Report # (2n -772W::)
4) SEQUENCE OF TESTS PERFORMED
X X
Specimen 1 Specimens 2, 3, &4
Deflection Gauges Set At Boxes 1, 2 & 3 — Measurements were taken with three CDI 5" dial indicators: location #1 SN993413562, location #2 -SN 001516610, location #3 -SN 982539153
Test Results:
Test Sequence: PA 202
1. Air Infiltration
2. % Test Pressure Positive
3. !,4 Test Pressure Negative
4. Design Pressure positive
5. Design pressure Negative
6. Water Infiltration Positive Direction
7. Full Test pressure positive
8. Full Test Pressure Negative
9. Forced Entry
AIR INFILTRATION
Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94Airat1.57 psf Actual Allowable
Specimen 1 In -swing 0.04 CFWSQ FT 0.34 CFM/SQ FTSpecimen2Out -swing 0.00 CFWSQ FT 0.34 CFNVSQ FTSpecimen3Out -swing 0.02 MVSQ FT 0.34 CFWSQ FTSpecimen4 . Out -swing 0.02 CFWSQ FT 0.34 CFM/SQ FT
WATER INFILTRATION TEST 10. S ; I Sc>a : 7,0, b
Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94
S e :men 1 In -swing Water @ 0.00 psf for 15 min. Result: No wi
S ecimen 2 Out
1Ij(i(U)
over sdl
P
Specimen 3
swing
Out -swing
Water @ 10.5 p 5 nuor1n.
Water @ 10.5 psf for 15 min.
Result: No water penetration over s
Result: No water penetration over sillSpecimen4Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over si I
nL 11cx?c1vn0 L'20.;. .!L9ys.n.?, ,,..°1„Q.??,&a,C T ? L cL3 r lL ZrLa 2 t N4Y 1 Q? t0gfl K?
PF 907
OFFICE
IVO
913-72.070, Method I d of the State of Florida Product Approval, Department of Community
Affairs -Florida Building Commission.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial
interest in the company manufacturing or distributing the product or in any other entity involved
in the approval process of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code (2007
Edition).
See Drawing No.: FL 6163.1 prepared by R W Building Consultants, Inc. and signed and sealed
by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters.
Lyndon F. Schmidt, P.E.
FL No. 43409
December 16, 2005
Sheet 1 of 3
1
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Limitations
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
structural requirements excluding the "High Velocity Hunicane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection, this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the
Florida Building Code.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL -6163.1 require further
engineering analysis by a licensed engineer or registered architect.
6. See drawing FL -6163.1 for size and design pressure limitations.
Lyndon F. Schmidt, P.E.
FL No. 43409
December 16, 2008
Sheet 2 of 3
PF 907
t
45X@PJL COMMENT HP LaserJet 3200 Series PCL
@PJL SET RET=ON
@PJL SET PAGEPROTECT=A
Supporting Documents
A Drawing
1. Drawing No. FL 6163.1 prepared by RW Building Consultants, Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Lyndon
F. Schmidt, P.E.
B Tests Performed
1. Testing per AAMA/WDMA/CSA 101/I.S.2/A440-05 as performed by Architectural
Testing, Inc. and reported in test report number 73077.01-109-47, signed by Michael D
Stremmel, P.E. `
2. Testing per AAMA/WDMA/CSA 1 Ol/I.S.2/A440-05 as performed by Architectural Testing
Inc. and reported in test report number 74450.01-109-47, signed by Michael D. Stremmel
P.E.
3. Testing per•AAMA/WDMA/CSA 101/I.S.2/A440-05 as performed by Architectural
Testing Inc. and reported in test report number64764.01-109-47, signed by Michael D.
Stremmel P.E.
C Calculations
1. Product anchoring is in accordance with rnanufacturer's published recommendations as
substantiated by tested specimens reported in test report numbers 01-44453.01, 74450.01-
109-47 and 64764.01-109-47.
Taj] p LLy.@=cxTr8 2 @.L—. fg4eding conditions, prepared, signed and sealed by Lyndon F.
Schmidt, P.E.
D Other
1. Certificate of Participation issued by National Accreditation & Management Institute, Inc.,
certifying that Silverline Building Products is manufacturing products within a quality
assurance program that complies with ISO/IEC 17020 and Guide 53.
PF 907
Lyndon F. Schmidt, P.E.
FL No. 43409
December 16, 2008
Sheet 3 of 3
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I
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
O b
Application No: Documented Construction Value: $
3 77
Job Address: o / S. G-6-6-tiDy: F u) 4 Ute; NG e .TFL Historic District: Yes No
Parcel ID: _3 - 19- 3! -- 5%/ - Dynn -- 'D 8a b Zoning: -
Description of Work:
I --plan Review Contact Person: Title: ' 6tuA) 2J2
Phone: 393 Fax: E-mail:
Property Owner Information
j
Name ZIA R; e; jk_ Phone: 407:-- 1-1 16 -6 9
Street: g s , A1) U 2esident of property? : YeS
City, State Zip: 5244_44v 12 L!T1. _32 -7 -7 7
Contractor ,Information
Name ZPhone:
Street: S F F Aaot! F Fax: _
City, State Zip: .'5 /1-A/ 121 Tl f_ 2.7 : State License No.:
Architect/Engineer Information
Name: G 0b. Aan j=_ Ste# s7c_).Z4 kki—
Street: 1 .2, l 5 X r &F 67e9A '5 kUA) iJ -
City, St, Zip: l ji r e— _ a-4g:e Zyy rL
3 17
Mortgage Lender: Bonding Company:!/-i—
Address:
Building Permit
Phone:
Fax: _
E-mail:
Address:
PERMIT INFORMATION
Square Footage: Construction Type: rPA-mE_ No. of Stories:
V
No. of Dwelling Units: &'tP, Flood Zone: X p2f
Electrical Plumbing
New Service - No. of AMPS: AA= New Construction - No. of Fixtures: a
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm- No. of heads:
A
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT -MUST -BE -RECORDED AND -POSTED ON THE JOB SITE -BEFORE -THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
16a
Signatill-dof Owner/Agent - ke
61 . ki 4 R -q
Print Owner/Agent's Name
3. to. 1 i
ignature of Notary -State of Florida Date
atPR'p!B
P d0 ANN M. JOHNSON
MY COMMISSION # DD 761978
EXPIRES: March 23, 2012
81nded Thai Budget Notary Sokes
Owner/Agent is Personally Known to Me or
Produced ID Type of ID - L --
APPROVALS: ZONING: 014 3' 16 ' 11 UTILITIES:
ENGINEE '
t
FIRE:
COMMENTS:
Rev 11.08
Signature of Contractor/Agent 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: