HomeMy WebLinkAbout94-4342
BUILDING PERMIT
CiTY OF ZEPHYRHILLS
(813) 788-6611
, NO
Permit ".
434215
Date 1-~~-7Y
.5 --- T-S ..!:.?J
BUILDING
7~-:d~-
ELECTRICAL
6C7. o-D
PLUMBING
~'o-o
MECHANICAL
Sewer Conn ~ ;1..1 r, tlZJ ,
Water Conn: 3.!>CJ .Fl) '+-
I 6.5,'. trD~/~
Water Meter: I 6~'. /J7;J
T.I.F.'s:
Pmp'<tv own,,)i?1f'}f;;)/d"&
Job Address: 6-5 /7'
Parcell.D. # d-()..h ,./)./ - OjrJ-O - () 6 CJ 00- cJ <f-.9-.. 0
Zon;ng En"Z ~dont 0I.7~
O"C';p';onof Wo,k ~",r . ~ if~-._ ~ :~. _
City License Registration #
State Certified License#
83-
Signatur
Company
Address
Telephone#
FINAl-.L'-1
C.O. -'.1
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordarce with City Codes and Ordinances,
Valuation or
Contract Price 7-..5; 0 7 j. o-tJ
ELECTRICAL
~~
PLUMBING
;jaLd~~ ~A/c
MECHANICAL J1e
(~~
BUJLDING
\
Ftr. JO - 10 ,. CjJ J.{ ~J1
Pre SLB \ ()-:;l~ - 9lt 5&Q.
Lintel ~Ql~-q4 ~t
FRM. 1_;).-0'7-9 ----tJ
Insul. CL
WL Il-(j?,(j~ &.R/
J2!~ c27/
Tp. Servo SLB IO-Lo
Rough In v,f;J -() 7. q~ ~Tub Set. '~
Meter Can f -:4f-7'1 Water .,-
Const. Pole J~" g . 9LJ~ewer - _ -:- _
Pool Final-': I-I:J~?~
Pre-Meter / -If. -' .
Final
B'eake'~ ~
Ducts Insl. jll.tj 71 ..
Compressor
Fiinal 1-/1--'15 M
Driveway \ - b- q-S 8 J-Q.
- qJf tJcJr
~HfilrnllNl:l / l- J7--?/t./ Blt-l,,-
6. f\1f\L. J -/241) g 1 L.\..--
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the followin reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for ea.-c.h,~~"-'-"--'" ----___
a.
b.
C.
d.
e.
f.
g.
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
Vtz-./9-U--Y:;1'~
(J,-?-y9~
~-
--
---'~._"'.~--_._-~~,-~-_._-~..__._-
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
VALUATION:
SQ. FT. LIVING:
COST/FT:
RYMAN CONSTRUCTION
MEL & DIANE RATZ
6517 NORTH LAKE DR.
$75,071.00
1,879
$35.00
SQ. FT. OTHER:
846
COST/FT:
$11.00
VALUATION
DRIVEWAY
$75,071.00
$20.00
ADDRESS
$20.00
FEE SHEET
$369.00
SQ. FT. UNDER ROOF
RADON GAS
2,725
$27.25
TRAFFIC IMPACT FEES
99%
1 %
$0.00
$0.00
$0.00
PERMIT FEES
BUILDING:
PLUMBING:
ELECTRICAL:
MECHANICAL:
SUB-TOTAL:
CREDIT:
TOTAL:
CONNECTION FEES
SEWER:
WATER:
METER:
TOTAL:
593.50
60.00
75.25
35.00
$763.75
82.00
$681.75
1,278.00
350.00
165.00
$1,793.00
GRAND TOTAL: $2,502.00
Department of Community Affairs
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Residential Whole Building Performance Method A
BUILDER:
PERMITT~NG
OFFICE:
PERMIT .:;: r..2 13
FORM 600A-93
PROJECT NAME:
AND ADDRESS:hb~/7 yt~
f}fJX ~
1. New construction or addition
2. Single family detached or Multifamily attached
3. If MUltifamily-No. of units
4. If MUltifamily, is this a worst case (yes/no)
5. Conditioned floor area (sq.ft.)
6. Predominant eave overhang (ft.)
7. Porch overhang length (ft.)
8. Glass area and type:
a. Clear Glass
b. Tint, film or solar screen
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter)
10.Net Wall type area and insulation:
a. Exterior: 1. Concrete (Insulation R-value)
b. Adjacent: 2. Wood frame (Insulation R-value)
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value)
12.Air distribution systems
a. Ducts (Insulation + Location)
13.Cooling system
OWNER:
14.Heating System:
15.Hot water system:
16.Hot Water Credits: (HR-Heat Recovery,
DHP-Dedicated Heat Pump)
17.Infiltration practice: 1, 2 or 3
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent,
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points)
a. Total As-Built points
b. Total Base points
SN: 2165
CENTRAL
CLIMATE
ZONE: 41~ 51_1 61_1
JURISDICTION NO./,//6D U
CK
New Construction
Single-Family
o
l.
2.
3.
4.
5. 1879.00
6. 2.00
7. 8.00
Single Pane
8a. O.Osqft
8b.279.6sqft
Double Pane
O.OOsqft
O.OOsqft
9a.R= 0.00 , 197.50 ft
10a-1 R= 5.00, 1044.45sqft____
10b-2 R=11.00, 218.20sqft____
11a.R=22.00 , 1879.00sqft____
12a. R= 6.00, uncond
13. Type: Central A/C
SEER: 9.70
14. Type: Heat Pump
HSPF: 6.60
15. Type: Electric
EF: 0.88
16.
17.
18.
')
.~
CV
19.
19a.
19b.
90.02
31911.06
35447.44
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
::::~: E~~:;;
DA TE: crtf"l. '1 Q-.
I
Review of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy
Code. Before construction is completed
this building will be inspected for
compliance in accordance with Section
553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code. ~~
OWNERiAGENT:
DATE:~ ~ 4-
BUILDING~FFICIAL:~ ~~A~:{)O
DATE: - ::J..- 7 - C?
/'
J BUILDING
/
LELECTRICAL
~~HANICAL
PLl~BING
$
;)00
AMP Service
Valuation of Total Construction
~orida Power Corp.
$
ROOFING
Valuation of Mechanical Installation
_h'.R.E.e,
GAS
VBlock
TYPE OF CONSTRUCTION:
_Frame
_Steel
FINISHED FLOOR ELEVATIONS~ FT,
SPECIALTY
Other
******************************************
CON1EA~TOR ~~C~ . \ .
Company MI\t\J CC1~S+(ll.LC::N 6 t..J I~T~,
State Cert. r Regist. l~ Cfl~.035 i3~
BUILDER
..J.,...-/ r 0
LUNUJ.'l'J.Ut4S Uf" PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this peIlit lay be subject tD Ideed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSEP CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be
cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirements say apply for the intended work, they are advised to contact the City of Zephyrhills Building Oepartlent, (813)
788-6611.
Furtherlore, if the owner has hired a contractor or contractors, he is advised to ha~e the contractor(s) sign portions of the
uContractor Sections I of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that say be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of uFlorida's Construction Lien Law - Hoaeowner's Protection
Guideu p~epared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOl8One other than the
uowner", I certify that I have obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the
I/owneru prior to coaence.ent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforaation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developaent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a peIlit and that all work will be perf oIled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land develop.ent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governaental agencies lay apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t Departlent of Environaental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Hanage.ent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health << Rebabilitative Services, Environaental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US EnvirODlental Protection Agency - Asbestos abate.ent
I also certify that, if fill laterial is to be used in Flood Zone "AU or "A,etc.", it is understood that a drainage plan
addressing a .cOlpensating volUle" will be subtitted which is prepared by a professional engineer registered in the State of
Florida prior to peIlit issuance.
A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOt thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perait issued shall be cOle invalid
unless the work authorized by such peIlit is colIBDced within six IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of six IOntha after the tiae the work is couenced. One 90 day extension of tiae, laY be
allowed for the peflit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
~nnrnVD~ inanal't;nn IInGt hA 11'V1natl ~l1rlnn a~,..h 01. IIt\n+h nftr;M nr +hD nrl'\;n.,.... w:ll hn n"..."':,;,...........,;, ..."......~_.........:I
, .
Ratz Residence
WIND LOAD ANALYSIS
for:
Ryman Construction
by:
Catalano Engineering, Inc.
8/1/94
Page 1
t
I.) Location: Pasco Cou'nty, Florida
II.) Design wind velocity:
100 (mph)
III,) Construction:
I-story
Gable roof
Fiberglass shingles
1/2" CDX plywood roof sheathing
Wood trusses
Masonry construction
Slab on Grade, (4")
Stem wall footing
IV.) Geometry
Height of ridge (ft.): 17,5
Mean roof Height = 12,8 ft
Height of eave (ft,): 8,0
Building Length (ft): 61.0
Building Width (ft,): 55.0
Roof pitch ("per ft, hz,): 6,0
Roof overhang (ft): 1.0
Longitudinal exposure = 1086,5 sf
Transverse exposure = 720,3 sf
Plan area under roof = 2725 sf
Page 2
Ratz Residence
7()
Catalano, P. E.
8/1/94
V,) Horizontal pressure:
P ,;, Pv( GCp )(1)
Ratz Residence
Use Factor ( I ) = 1.0
Velocity Pressure (Pv) :
Height (ft) Pv (pst)
0-15 21.0
20 23.0
40 28,0
60 31.0
i'l
Pressure coefficient (GCp) :
Zone Transverse Parallel Location.
1 0,80 N/A Sidewall
2 -0,75 -1. 00 Roof
3 -0,75 -0,65 Roof
4 -0,70 N/A Sidewall
5 N/A 0,65 Endwall
6 N/A -0.55 Endwall
Transverse pressure (Ph) :
Height (ft) Pressure (pst)
0-15 31.5
15-20 34,5
20-40 42.0
40-60 46,5
Longitudinal pressure (PI) :
Height (ft) Pressure (pst)
0-15 25.2
15-20 27.6
20-40 33,6
40-60 37.2
Page 3
Therefore ;
"Transverse pressure governs horizontal design"
VI.) Uplift pressure (U):
Pressure coefficient (GCp) :
Transverse pressure (Ph) :
Longitudinal pressure (PI) :
Therefore ;
U=Pv(GCp)(I)
Ratz Residence
:://:\Zone :,~:mi\Eyll:: ?//RafmliK?? ::i:::iY9IiQgD.::i:::::
....................... . .... :.;.;.:.:.:.;.;.:.:.:.;.;.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.
....,.............................,.........
1 o. 80 N/A Sidewall
2 -0 75 - 1 00 Roof
3 -0. 75 -0. 65 Roof
4 -0. 70 N/A Sidewall
5 N/A 0, 65 Endwall
6 N/A -0. 5 5 Endwall
Height (ft) Pressure (pst)
0-15 -15.8
15-20 -17.3
20-40 -21.0
40-60 -23.3
Height (ft) Pressure (pst)
0-15 -21.0
15-20 -23,0
20-40 -28.0
40-60 -31.0
"Longitudinal pressure governs uplift design"
Page 4
es Catalano, P. E.
8/1/94
VII,) Net Uplift
Ratz Residence
Roof Deadloads:
(SBC Appendix A)
Element Description Weight (pst)
Covering Fiberglass Shingles 2.0
Sheathing 1/2" CDX 1.6
Framing Wood Trusses @ 24" o.C, 6.0
Ceiling 1/2" Gypsum 2.2
!i '
Total Roof Load =
11.8
psf
Height (ft) Uplift Pressure(pst) Roof Load (pst) Net Uplift (pst)
0-15 -21.0 11.8 -9.2
15-20 -23.0 11.8 -11.2
20-40 -28.0 11.8 -16.2
40-60 -31.0 11.8 -19.2
VIII.) Hold-down at truss connection:
Maximum truss length =
57,0 ft
(Assumes building width + 2 x overhang)
Truss spacing (ft) =
2
ft
Height (ft) Contrib. area (st) Net Uplift (pst) UUplift per bl"2. (Ibsl
0-15 114.0 -9.2 -524.4
15-20 114.0 -11.2 -638.4
20-40 114.0 -16.2 -923.4
40-60 114.0 -19.2 -1094.4
* * SpecifY hold-down accordingly, FS 'built in' to Mfr's tables.
Page 5
IX.) Overall Moment Stability (Overturning):
Resisting Moment:
Dead loads above slab:
Roof area:
Dead Weight:
Total Weight =
Exterior Walls:
Wall height:
Unit weight:
Total Weight =
Interior Walls:
Wall height:
Unit weight:
Total Weight =
Total Resisting Dead Load (W) :
Dead Load Moment Arm ( I ) :
Resisting Moment (RM) =
Overturning Moment:
U I'ft
Ratz Residence
W(I)
2725.0 sf
11.8 psf
32155.0 Ibs
(Neglect overhang; conservative)
I! :
32155.0
168.0 If
8.0 ft
45.0 psf( SBC Appendix A)
60480.0 Ibs
60480.0
86,0 If
8.0 ft
8.0 psf( SBC Appendix A)
5504.0 Ibs
5504.0
98139.0 Ibs
Total Resisting Dead Load =
98139.0 Ibs
27.5 ft, Width / 2
2698.8 ft-kips
U(l) + P(h)
Jp,l
Height: 0-15 ... 15-20 20-40 40-60
Roof area: 2725.0 0,0 0.0 0.0
Gross Uplift : -21.0 -23.0 -28.0 -31.0
Total Uplift (U) = -57225.0 0.0 0,0 0.0
Moment Arm (I) : 27.5 27,5 27.5 27.5
Uplift Moment = -1573.7 0.0 0.0 0,0
Horizontal Pressure:
sf
psf
Ibs
ft
ft-kips
Height: 0-15 15-20 20-40 40-60
Pressure: 31.5 34.5 42,0 46.5
Contrib. Height: 15.0 2,5 -2.5 -22.5
Total hz. Pressure = 472.5 86.3 0.0 0.0
Moment Arm (I) : 7.5 16.3 18.8 28.8
Unit Pres. Moment= 3,5 1.4 0.0 0.0
Hz, Pres, Moment = 216.2 85.5 0.0 0.0
Page 6
Ratz Residence
Height: 0-15 15-20 20-40 40-60 Total
Resisting Moment: 2698.8 2698,8 2698.8 2698.8 2698.8
x 2/3 = 1799.2 1799.2 1799.2 1799.2 1799.2
Uplift Moment: -1573.7 0.0 0.0 0.0 -1573.7
Hz. Pres. Moment : -216,2 -85.5 0.0 0.0 -301.7
Overturning Mmt. = -1789.9 -85.5 0.0 0.0 -1875.4
. Ii:;
Note: If OM < 2/3 RM, hold-downs are not required.
Required tie-down force (T):
( Factor of Safety 'built in' to Mfr's tables.)
Therefore: T x b + RM > or = OM.
where, b= building width.
T = (OM-RM) 1 b = I -14972 Ilbs
** Specify tie-down accordingly, FS 'built in' to Mfr's tables.
x.) Girder Uplift:
1.) Two (2) Point Bearing, Symmetric.
Girder Contrib. area (sf) Height (ft) Net Uplift (psf) Uplift per brg.
Gar-l 294.7 12,8 -9.2 -1355.7
12.8 -9.2 0.0
12,8 -9.2 0.0
Girder
Mark
2.) Other configurations ie, three (3) point brg.
Contrib. Height (ft)
area (sf) (Mn. roof)
12.8
12.8
N/A
# Brg,
Points
Max. Uplift
Reaction (Ibs)
Page 7
XI.) Shear:
Ratz Residence
15-20
86.3
20-40
0.0
40-60
0.0
Total
432.8 pvlf
;
:j I
1
0.0 13198.9Ibs
Total shear transferred to sidewall = 13198.9 lbs
Unit Shear at roof diaphragm:
v=R/b
Unit Shear ( v ) =1
192.21
47.81
0.01
0.01
240.01Plf
Unit Shear at Midheight walls ( v'): (Design case)
Total width of openings at mid-height wall :
9
ft
Length of wall available to resist shear =
46
ft
Unit Shear @ Midheight (v') =
Select structural element to resist v' from SBC tables ie. 171O.2B
Shear capacity of structural element: 1050 plf
Fv=35psi x 2(1.25si x 12")/ft=1050 plf
Required length of transverse shearwall =1 12.6 1ft
Longitudinal shear:
Height: 0-15 15-20 20-40 40-60 Total
Pressure: 25.2 27.6 33.6 37.2
Contributing Height: 11.0 2,5 -2.5 -22,5
Unit Hz. Pressure = 277.2 69,0 0,0 0,0
Reaction (R) = 7623.0 1897.5 0.0 0.0 9520.5 I
Unit shear (v=R/l) = 125.0 31.1 0.0 0,0 156.1
Tot. opngs. @J mid ht 24.0 24.0 24.0 24.0 24.0
Unit Shear ( v') = 206.0 51.3 0.0 0.0 257,3 -1
bs
ft
Page 8
arJ
8/1/94
Required length of longitudinal shearwall =1 9.1 1ft
x.) Shear (Cont.):
Ratz Residence
Roof Diaphragm:
Maximum shear at roof I wall interface = 240.0 plf
Capacity of non-blocked sheathing ( SBC Table 1710.2A) = 240.0 plf
Ii'
Capacity of blocked sheathing (diaphragm) = 530.0 plf
(15/32" R.S. wi 8d nails at 2-1/2" bndry, 4" edges)
Half Building length = 30.5 ft
Slope of the shear diagram =
7.9 plf 1ft
Diaphragm length required to resist shear =
0.0 ft
( Round value up to nearest truss multiple of truss spacing)
Analysis of shear at roof/wall interface:
Location along Distance Shear at
building length from endwall (ft) interface (pH)
Endwall 0,0 240.0
0.1 * Length 6,1 192.0
0.2 * Length 12.2 144.0
0.3 * Length 18.3 96.0
0.4 * Length 24.4 48.0
Mid-span 30.5 0.0
0,6 * Length 36.6 -48.0
0.7 * Length 42.7 -96.0
0,8 * Length 48.8 -144.0
0.9 * Length 54.9 -192.0
Endwall 61.0 -240.0
Page 9
p
XI.) Summary:
Describe the following:
Ratz Residence
1,) Truss fasteners.
U lift er Truss = -638.4 lbs
Simpson ETA18 wi 7-10d x 1-1/2" nails (860 lbs. cap each.)
II,
I'>
2,) Girder Fasteners.
Max uplift reaction= -1355.7 lbs.
2-Simpson ETA18 wi 7-10d x 1-1/2" nails ea. end (1720 Ibs. cap. tot. ea. end)
3.) Hold-Downs at 2nd Floor.
IN/A
4.) Hold-Downs at foundation. Tie-down force req'd = -14972.2 lbs.
Filled masonry with #5 reinf. cont. ACI hook at fndt. and bond bm.
5,) Shearwall element.
Wood Frame: N/A
Panel Grade
Maximum shear at mid-height =: 286.9 plf
Thickness
Nail size
Edge Spacing
Masonry :
Type CMU Wall thickness Rake Joints? Filled Cell Spacing
8" Nominal 1.25" No At shearwall ends, comers
and openings> 6'
6.)
Roof sheathing.
Maximum shear = 240.0 plf
Diaphragm: N/A (Pattern Case 1)
Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length
0.0
Elsewhere:
Panel Grade Thickness
Rated Sheathing 1/2"
Nail size
8d
Edge Spacing
6"
Intermediate Spacing
12"
Page 10
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Pf~:::;C,O C:(.IUI'HV, FLOR I D{{ PAGE: 1 OF 1
CONTRACTOR #: 001690 ISSUE OFF ICE: D
j\J~il""IE: KF\/Ii'J FUI1AIJ F:E:U::I F'! r'JUI'1BF;: ()O:;;:::::b:::::7U
ADDR: 37325 S.R. 54 OFFICE: DADE CITY
C/ST: lEPHYRHILL3
FL :~;<1-24:=:OOOO
For;:~
C:HEC~::. *t CA:3H
RESOURCE FEE ON PERMIT 43428
ClfY OF ZHILL::?::
CONTRACTOR: u01690
TOT;;L P,MClijNT:
/:)C,Cl.JT CuIH~'Nr ,cjl,::CUUr-lT CEl'lTEH
11.~, E:;L- ':;;.) ~:;;(:t:?()(H) ~".
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AMOUNT DESCRIPTION/PERMT DATA DRieR
46. :::::r:5 '!HHH~'~'* ::::OL I D j,.,'A':::,TE FEE l,l)
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.----- -'-,~- -' ......,...... - _._~- ..~.~'----~ ..<<'..~.-
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PASCO COUNTY, FLORIDA
Builder Name/Owner Name '/( l../ .,fJ ..,", ( ,;j...~!-
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County Parcel No. :'~'I - <' / '7 () ~ C',
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Location h':', I 7 / / ," j lj; / ~_ c.,:/ L
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Subd.
Classification/Type of Use
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TRANSPORTATION IMPACT FEE CALCULATION
EXEMPT D
Rate $
Zone No.
Sq. Ft./Unit
Prepared By
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The above impact fee has been es' ursuant to the Pasco County Transportation Impact Ordinance as adopted
by the Board of County COl!lJR~oners. Thl ount is payable PRIOR to the issuance of a Certificate of Occupancy
or authority to utilize ~hei>ermitted structure. ~
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, EXEMPT D
Impact Fee Amount $
RESOURCE RECOVERY ASSESSMENT
RESIDENTIAL
NONRESIDENTIAL
No. Units
/
Gross Sq. Ft. (GSF)
Rate/ERU - 50.00 x 0.96*/Year
or $0. 1315/Day
ERU Assign No.
Assessment - (No. Units) x ($0.1315)
x (No. Days)
4G.'( S
Assessment -
(GSF) x (ERU) X (0.1315) x (No. Days)
100
TOTAL FEE $
TOTAL FEE $
*Discounted for Prepayment
The above assessment has been established pursuant to the Pasco County Ordinance No. 89-07 and Resolution No. 89-197,
as commended.
THE ASSESSMENT WILL BE CALCULATED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF
OCCUPANCY.
NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSUED UNTIL THE AMOUNTS LISTED
HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY.
Acknowledgement below does not imply acceptance of concurrence, but simply receipt of a copy of this form, placing
the building permit owner on notice of this assessment and the conditions of payment for same.
Date
Received By
--------------------------------------------------------------------------------------------------------------------<<-------------------------------
OFFICE USE ONLY
TRANSPORTATION REC. NO.
RESOURCE RECOVERY REC. NO.
,
DA TE I I
CJ?u~ 10 DATE'! c~ 0 : G <)
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BY I
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By J 1~:'t;~:~~~=~)
White
Applicant
Canary
Trans/Finance
Canary
RR/Finance
Pink
Office
Green
Bldg/lnsp
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