HomeMy WebLinkAbout104 Wilkins CirPermit # : L/
JobAddress: _JD
Description -of Work:
Historic District:
tV^' r
CITY OF SANFORD PERMIT APPLICATION ` _
Dater
Zoning: —Value of -Work: S 535,73
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -ResidentialMlNResidial Replacement / New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Contractor Name & Address:
Attach Proof of Ownership & Legal Description)
Phone:
State License Number:
Phone & Fax:
r 4V ct Pgr'sp Phone:
Bonding Company:
Address
4MortgageLender: • •: ` ,
Address: w
Architeet/Engineer: Phone:
Address: Fax:
P
Application is hereby made to obtain a permit to do the work and installations 1 certify that no work or installation has co munenced prior to theC44
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. 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 pemrrit is verification tk I will noti%% a owner of the
z /- - , O ti I/ CO` .
Signature of Notary -State
Owner/Agent is _ Personally Known to Me or
Produced ID
erty of the requirements of Florida Lien Law, FS 713.
S
Signature of Contractor/Agent
Print Contractor/Agent's Name
5 vim
Date
Date Signature of Notary -State of Florida Date
Contractor/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: BldzV-E-3 1.9 U I Zoning:
Initial & Date) (Initial & Date)
Special Conditions:
Utilities:
Initial & Date) (initial & Date)
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within l year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You 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 your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
do hereby state that I am qualified and capable of performing the
equested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
r Signature Date
Print Owner/Builder Name
Signature of Notary -State of Florida Date
Owner is Personally Known to Me or has
Produced ID
X
Unit
Tvr.
6 per vertical framing member for
7'0" height and smaller
8 per vertical framing member for
heights greater than 7'0"
4 per horizontal framing member
Hinge and shrike plates require two
2-1/2' long wan per ImUoa.
Width of door unit plus 1/2"
Height of door unit plus 1/4"
MMd*
viol"
SINGLE DOOR
Latching Hardware:
Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed.
UNITS COVERED BY COP DOCUMENT 0245% 0266•, 5241% 3246, 5251' or 5266
Compliance requires that 8" GRADE 1 (ANSUBHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top
and (1) at bottom.
Based on required Design Pressure — see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use. Jamb and head fasteners
analyzed for tid9 unit include 10d common nails. Threshold fasteners analyzed for this unit Include Uquid Nails Builders Choice 490 (or equal
structural adhesive).
2. The common nail single shear design values come from ANSUAF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and
achievement of minimum embedment of 1-114".
3. Wood bucks by others, must be anchored property to transfer loads to the structure.
Mail to. 2W3
ep- - , -porm MWom •"Wes,
adrn wr we" a" 0600 Y *00 W" now
X
Opaque Inswing Unit
WOOD -EDGE STEEL DOORS
CERTIFIED TEST REPORTS:
NCTL 210-2929-1
Certifying Engineer and License Number. Gerry Ferrara, P.E. / 11985.
Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203.
Door panels constructed from 26-gauge 0.01T thick steel skins. Both stiles constructed from wood.
Top end rails constructed either wood or steel. Bottom and rails constructed from either wood or steel.
Interior cavity of slab filled with rigid polyurethane foam core.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABEUNG:
TESTED IN ACCORDANCE WITH
MIAMI-DADS BCCO
PA2o1, PA202 & PA203
COMPANY NAME
CRY, STATE
To the bait of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
16 f / Aut 5
State of Ronda, Professional Engineer
Kurt BaRhazor, P.E. — License Number 56533
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Page 6 of 10 MUM -
Report A . W-3
Test Results:
Test Sequence: PA 202
1. Air Infiltration
2. 'A Test Pressure Positive
3. 'A 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 202-94
Air at 1.57 psf Actual Allowable
Specimen 1 Out -swing 0.00 CFIvVSQ FT 0.34 CFM/SQ FP.. .
Specimen 2 Out -swing 0.01 CFM/SQ FT 0.34 CFWSQ FT
Specimen 3 Out -swing . 0.12 CFWSQ FT 0.34 CF1VVSQ FT
Specimen 4 In -swing 0.01 CFWSQ FT 0.34 CFWSQ FT
PA202-94
WATER INFILTRATION TEST
lls•sr T..i:14.wti.,.. Tee .,.- .......i....r,
Specimen -IOut-swing Water @ 10.00 psf for 15 min: Result. No water penetration over sill Specimen
2 Out -swing Water ca 10.00 psf for 15 min. Result: No water penetration over sill ne3
Out -swing Water (10.00psffor15 tNo water penetration oveSp-swingter . 0 psf for 15 min. Result: No water penetration over sill STATIC
AIR PRESSURE TESTS Static
Tests were conducted in accordance with DCBCCD PA 202-94 Design
Loads +75.0 psf, - 75.0 psf. Specimen 1 (Out -swing) Range
of test time actual load deflection Positive
loads seconds) psf 1/
2 Test 30 56.25 Design
30 75.00 MWHon (3) 0.132" Test
30 112.5 Door (1) 0.604" Door (
2) 0.635" Mullion (
3) 0.219" Perin.
set N/
A 0.
138" 0.
169" 0.
034"
S'
Page 6 of 10 FRIUMOL-
Repact 4T - w1
Test Results:.
Test Sequence: PA 202
1. Air Infiltration
2. % Test Pressure Positive
3. 'A 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 MMTRATION
Air Infiltration Tests were conducted m accordance with DCBCCD PA 202-94
Air at 1.57 psf Actual Allowable
Specimen 1 In -swing 0.01 CFM/SQ FT 0.34 CFM/SQ FT.,
Specimen 2 Out -swing 0.009 CFWSQ FT 0.34 CFM/SQ FT
Specimen 3 . Out -swing 0.01 CFWSQ FT 0.34 CFWSQ FT
Specimen 4 Out -swing 0.00 CFM/SQ FT 0.34 CFWSQ FT
Specimen 5 Out -swing 0.07 CFM/SQ FT 0.34 CFWSQ FT , 6D
WATER MMTRATION TEST 9
Water Infiltration Test was conducted in accordance with DCBCCD PA 202 - 94
Specimen 1 In -swing Water @ 0.00 psf for 15 min. Result: No water penetration over still
Specdmen 2 Out -swing Water @ 9.00 psf for 15 min. Result. No water penetration over sill
Specimen 3 hrt-swing Water g 9.00 psf for15min. Result No water penetration over sill Specimen
4 Out -swing Water @ 9.00 psf for 15 min. Result: No water penetration over sill Specimen
5 Out -swing Water.@ 9.00 psffor 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 Positive
loads seconds) psf 1/
2 Test 30 45.00 Design
30 60.00 Mullion (3) 0.418" Test
30 82.50 Door. (1) 3.740" Door-(
2) 1.730" Mullion (
3) 0.926" perm.
set N/
A 0.
135" 0.
118" 0.
033 n
r
PW4ofs
Reports -mw
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. 'r4 Test Pressure Positive
3. 'i4 Test Pressure Negative
4. Design Pressure Positive
S.. 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 CFbVSQ FTSpecimen2Out -swing 0.00 CFWSQ FT 0.34 CFWSQ FTSpecimen3Out -swing 0.02 CFWSQ FT 0.34 CFM/SQ FTSpecimen4Out -swing 0.02 CFM/SQ FT 0.34 CFWSQ FT 1
v%
WATER INFILTRATION TEST 10. S --i- / S`% : 7 o, 6
Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94
S cimen 1 In -swing Water @ 0.00 psf for 15 min. Result: No water R lion over sillSen2OutP -sanng Water 10.5 p or 15 nun. Result: No water penetration over sSpecimen3Out -swing Water @ 10.5 psf for 15 aria. Result: No water penetration over sillSpecimen4Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over sjj1
Masonite Exterior Door Products - 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
A
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 cfm/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
44
No Leakage
Full Load - 30 seconds Permanent Set
114.0 psf exterior 0.161" 0.318"
Masonite Exterior Door Products • 5 • NCT.-210-2930.1
TEST RESULTS (Cont.)
Specimen No. 3.Outswing
5.2.1 Water Penetration
5.0 gph/ftz
WTP=8.25 psf (15 min.)
5.2.5 Uniform Loads
Full Load — 80 seconds
82.5 psf exterior
82.5 psf interior
6•
No Leakage No Leakage
Permanent Set
0.045" 0.818"
0.032" 0.818"
Permanent set measured readings recorded using a shaft encoder -digital deflection measurer
and were taken at the upper corner of slab opposite hinges. Deflection taken at midspan of
the vertical mullion.
Note: At the conclusion of testing there was no damage to the specimen. Locks remained
engaged and normal operation of the door was observed. '
Two (2) mill visqueen was used for uniform static loads and did not affect the specimen
performance.
FORCED ENTRY RESISTANCE TEST RESULTS
Specimen No. 1, 2, and 8
Para. No. Title of Test Measured Allowed
8603.2 Hand & Tool Manipulation
No force applied Meets As Stated
3603.2 -Hand & Tool Manipulation
00 lbf. Meets As Stated
3603.2 Hand & Tool Manipulation
800 lbf
1501bf perpendicular Meets As Stated
The specimen tested meets the criteria of Chapter 86 of the South Florida Building Code for
Forced Entry Resistance.
Note: All forces were attached to the active door panel within 8" of the locking devices in the
direction that it would tend to be opened and simultaneously perpendicular.
At the conclusion of the testing, no damage to the specimen or hardware was observed.
Pull test forces of 8001bf were achieved by use of geared pull along devices and measured with
Dillon Force Gauges. Hand and Tool Manipulation was performed with steel wi-" •• a••'--
screw driver and heavy duty putty knife.
D'>
Masonite Exterior Door Products - 4, NCTL-210-2930-7
TEST RESULTS
Specimen No. 7 - Outswing
Para. No. Title of Test Measured Allowed
5.2.7 Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 ch n/ftz 0.3 cfm/ft2
0.08 cfm/ft2)
5.2.4 Design Loads - 30 seconds Deflection
50.5 psf exterior design pressure 0.338" 0.453"
50.5 psf interior design pressure 0.310" 0.453"
5.2.6 Water Penetration
5.0 gph/ft2
WTP=7.60 psf (15 min.) No Leakage No Leakage
5.2.5 Uniform Loads
Full Load - 30 seconds Permanent Set
75.8 psf exterior 0.038" 0.318"
75.8 psf interior 0.042" 0.318"
TEST RESULTS
Specimen No. 8 Outswing
5.2.7 Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 cf3n/ft2 0.3 cfm/ft2
0.04 cfm/ft2)
5.2.4 Design Loads - 30 seconds Deflection
50.5 psf exterior design pressure 0.440" 0.453"
50.5 psf interior design pressure 0.201" 0.453"
X ls1a
5.2.6 Water Penetration
5.0 gph/ft2
WTP=7.60 psf (15 min.) No Leakage No Leakage D
5.2.5 Uniform Loads
5.2.7
Full Load - 30 seconds Permanent Set
75.8 psf exterior 0.306" 0.318"
75.8 psf interior 0.008" 0.318"
TEST RESULTS
Specimen No. 9 - Outswing
Air Infiltration - ASTM E283
1.57 psf (25 mph) 0.1 cfm/ft2 0.3 cfm
0.01 cfm/ft2)