HomeMy WebLinkAbout94-4363
.. aBUilDING PERMIT
~ C;V"'- CiTY OF ZEPHYRHILLS Pe,m" N.~ _ 43636
'f jZ Fe ~ (813) 7~08-6611 Dote 10 - 2-7'1
(p 17' '13. · ~ .!>""1'2.- -E5
ELECTRICAL PLUMBING MECHANICAL
::~:::,~,:~e' .~':!J. ~~~~gL~'
Parcell.D. # "d-::llp -c:2. / - Dj .~O - dJOD OD- 0;20 i)
Sewer Conn /, 01- '1()
Water Conn: ~50
'11_ ~
Water M~jer: .!Jp..,l'.
Hit
BUILDING
TI.F:s:
Zoning:
Description of Work
FINAL ,2.-ID--q~
DATE
C.D, .2!. '-/0 - 9-5.-
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordar'~e witn Llty Codes and Ordinances.
Ftr. \(2)-\ 3- tSt4 B,l.L- Tp. Servo
Pre SLB f-d-.~-l1~5ta Rough In)~_ d()'(~ ~
Lintel /-/7. .., _iu..- Meter Can
FRM. I:J. Jq-G('f fjJJJ Const. Pole
Insul. CL Pool
WL 17-;- ~~' ,-~' ' Pre-Meter .J-.1:.Q.5 sot-
~~ 2-ll>Cj~-J Final 2-107:; ~b
Driveway /-
S~tuft1\t'" b- / L - /-4'1 e lLL , /J
W/} #~.~ ~
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the folio ng r J ,9 {/
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: I~. " / (J 1
il. /0
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
Work not accessible.
Permit Fee 4 _____
Signature v-r.h..., ~r. .,~ K
Company
City License Registration # 1/ J]..t ~ · Address
State Certified License# . Telephone#
c;}:l::r~."J~. ~?!=- p ~ 1?1f.
ELECTRICAl1'io1o" PLUMBING jJ 01'1
SLB 10 -2.lJlt.f 6J,
,
Tub Set J~-JqAI4~dl
Water
1C>-13-qLj. ~ Sewer \....3-~i).J1 ~
Final ""').::/0-7':> ~C.L
Valuation or ~ i-1-~ ~. ~
Contract Price ?? .....
fYlOJ.o..-
"
BUILDING
~~
HANICAt1 /f/
Breakers
Ducts Insl./2 -/3--,"1 BN,
Compresso: ,.... ~
Final '2-10-9"':>
,ayment of inspection fees shall be made before any further permits will be issued to the person owning
W.A. Neumann
Carol Brown
6642 North Lake Dr.
VALUATION: $84,983.00 PERMIT FEES
BUILDING: 647.50
PLUMBING: 57.50
SQ. FT. LIVING: 2,171 ELECTRICAL: 73.75
MECHANICAL: 35.00
SUB-TOTAL: $813.75
COST/FT: $35.00 CREDIT: 90.00
TOTAL: $723.75
SQ. FT. OTHER: 818
CONNECTION FEES
COST/FT: $11 .00 SEWER: 1,278.00
WATER: 350.00
METER: 165.00
VALUATION $84,983.00 TOTAL: $1,793.00
DRIVEWAY $20.00
ADDRESS $20.00
FEE SHEET $405.00
SQ. FT. UNDER ROOF 2,989
RADON GAS $29.89
TRAFFIC IMPACT FEES $0.00
99% $0.00 GRAND TOTAL: $2,546.64
1 % $0.00
1tJ. c:7l. ?leumann eundtzuctiun, 9nc.
P,O. BOX 596 - ZEPHYRHILLS, FLORIDA 34283-0596 - (813) 782-9080
(
75'
)
'10' D '< q " N .,? E-
t. ~.s 1"1," N i-
"0
:J-
,
Jtt
"
,
,
I
I I
_ _ _ ...'
o
~
.....
1
I
I
I
!
; ...
38"J /2."".
Z R,4./. ~
o
o
'.....
~
L 0+ z (9
I
I
1
bfoLf2 .AJc)fl.~4 LA k, {)a.,
PBI(C~ / .L ./J, #-3 z (P 2/ OISO 00000 0200
PERMITTING APPROVAL FORM FOR SILVER OAKS /
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
To Whom it May Concern:
Please be advised that the full set of Construction Plans
including site or plot plan has been submitted and approved
by the D.R.C. committee for:
mWtJ .11UJf\CU'\ (\
B ILDER
f, O. !jfYL 59ft,
STREET ADDRESS
~rhJ~
CIT
7~:J-qoeo
PHONE
FI-
STATE
3353q
ZIP
FOR:
dO
LOT t
11-
PHASE
0un / If) . f3f/JWn
OWNER NAME
q -!J, B- q;j
DATE SUBMITTED
q-t6-(j1j
DATE APPROVED
F5'L:~29
-- ~- c~
/
APPROVED BY:
7025 Fort King Rd. Zephyrhills, Florida 33541 (813) 788-0aks 782-6900
Brown Residence
WIND LOAD ANALYSIS
for:
w. A. Neumann Construction
by:
Catalano Engineering, Inc.
9/9/94
Page 1
9/9/94
I.) Location: Pasco County, Florida
II.) Design wind velocity:
(mph)
100
III.) Construction:
I-story
Hip roof
Fiberglass shingles
1/2" CDX Sheathing
Wood trusses
Masonry construction
Slab on Grade, (4")
Stem Wall footing
IV.) Geometry
Height of ridge (ft.): 21.3
Mean roof Height = 15.7 ft
Height of eave (ft.): 10.0
Building Length (ft): 57.7
Building Width (ft.): 64.0
Roof pitch ("per ft. hz.): 6.0
Roof overhang (ft): 2.0
Longitudinal exposure = 1275.4 sf
Transverse exposure = 1025.2 sf
Plan area under roof = 2989 sf
Page 2
Brown Residence
V.) Horizontal pressure:
Use Factor (I) = 1.0
Velocity Pressure (Pv) :
Pressure coefficient (GCp) :
Transverse pressure (Ph) :
Longitudinal pressure (PI) :
Therefore ;
P = Pv(GCp)(I)
Height (ft) Pv (pst)
0-15 21.0
20 23.0
40 28.0
60 31.0
Brown Residence
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
Height (ft) Pressure (pst)
0-15 31.5
15-20 34.5
20-40 42.0
40-60 46.5
Height (ft) Pressure (pst)
0-15 25.2
15-20 27.6
20-40 33.6
40-60 37.2
"Transverse pressure governs horizontal design"
Page 3
Catalano, P. E.
9/9/94
VI.) Uplift pressure (U):
Pressure coefficient (GCp) :
Transverse pressure (Ph) :
Longitudinal pressure (PI) :
U=Pv(GCp)(I)
Brown Residence
mrmy~~;g~~~)) ...:,L,Enpp)
1 0.80 N/A Sidewall
2 -0.75 -1.00 Roof
..,
.)
-0.75
-0.70
N/A
N/A
-0.65
N/A
0.65
-0.55
4
5
6
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
Therefore ;
"Longitudinal pressure governs uplift design"
Page 4
Roof
Sidewall
Endwall
Endwall
1(1/
Jr~IanO' P E
! / 9/9/94
''-
VII.) Net Uplift
Brown 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 SR Gypsum 2.2
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 =
46.0 ft
(Assumes building width + 2 x overhang)
Truss spacing (ft) =
2
ft
Height (ft) Contrib. area (st) Net Uplift (pst) **Uplift per brg, (lbs)
0-15 92.0 -9.2 -423,2
15-20 92.0 -11.2 -515,2
20-40 92.0 -16.2 - 7 45,2
40-60 92.0 -19.2 -883.2
Page 5
/1/7.
~ i//
** Specify hold-down accordingly, FS 'built in' to Mfr's tables.
IX.) Overall Moment Stability (Overturning):
Brown Residence
Resisting Moment:
Dead loads above slab:
Roof area:
Dead Weight:
Total Weight =
Exterior Walls:
Wall height:
Unit weight:
T otaI Weight =
Interior Walls:
Wall height:
Unit weight:
T otal Weight =
Total Resisting Dead Load (W) :
Dead Load Moment Arm ( I ) :
Resisting Moment (RM) =
Overturning Moment:
Uplift :
W(1)
2989.0 sf
11.8 psf
35270.2 Ibs
(Neglect overhang: conservative)
35270.2
243.3 If
8.0 ft
45.0 psf( SBC Appendix A)
87602.4 Ibs
87602.4
185.0 If
8.0 ft
8.0 psf ( SBC Appendix A)
11840.0 Ibs
11840.0
Total Resisting Dead Load = 134712.6 Ibs
134712.6 Ibs
32 ft, Width / 2
4310.8 ft-kips
U(1) + P(h)
Height: 0-15 15-20 20-40 40-60
Roof area: 0.0 2989.0 0.0 0,0
Gross Uplift : -21.0 -23.0 -28.0 -31.0
Total Uplift (U) = 0.0 -68747.0 0.0 0.0
Moment Arm (1) : 32.0 32.0 32.0 32.0
Uplift Moment = 0.0 -2199.9 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 5.0 1.3 -18,7
Total hz. Pressure = 472.5 172.5 55.9 0.0
Moment Arm (I) : 7.5 17.5 20.7 30.7
Unit Pres, Moment= 3.5 3.0 1.2 0.0
Hz. Pres. Moment = 204.4 174.1 66.6 0.0
Page 6
Brown Residence
Height: 0-15 15-20 20-40 40-60 Total
Resisting Moment: 4310.8 4310.8 4310.8 4310.8 4310.8
x 2/3 = 2873.9 2873,9 2873.9 2873.9 2873.9
Uplift Moment: 0.0 -2199.9 0.0 0.0 -2199.9
lIz. Pres. Moment : -204.4 -174.1 -66.6 0.0 -445.0
Overturning Mmt. = -204.4 -2374,0 -66.6 0.0 -2644.9
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) / b = I -26029 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 (pst) Uplift per brg.
Girder 1 576.0 15.7 -11.2 -3225.6
Girder 2 414.0 15.7 -11.2 -2318.4
Girder 3 612.0 15.7 -11.2 -3427,2
Girder
Mark
2.) Other configurations ie. three (3) point brg.
Contrib. Height (ft)
area (st) (Mn. roof)
15.7
15.7
Net Uplift (pst)
-11.2
-11.2
N/A
# Brg.
Points
Max. Uplift
Reaction (lbs)
Page 7
XI.) Shear:
Brown Residence
Load to ceiling/roof diaphragm:
Height: 0-15 15-20 20-40 40-60 Total
Total hz. Pressure = 315.0 172.5 55.9 0.0 543.4
pvlf
0.0 15667.8 lbs
Total shear transferred to sidewall::: 15667.8 lbs
Unit Shear at roof diaphragm:
v=R/b
Unit Shear ( v ) =1
141.91
77.71
25.21
0.01
244.Slplf
Unit Shear at Midheight walls ( v'): (Design case)
Total width of openings at mid-height wall :
28
ft
Length of wall available to resist shear =
36
ft
Unit Shear @ Midheight ( v' ) =
Select structural element to resist v' from SBC tables ie. 1710.2B
Shear capacity of structural element: 1050 plf
Fv=35psi x 2(1.25si x 12")/ft=1050 plf.
Required length of transverse shearwall =1 14.9 Jft
Longitudinal shear:
Height: 0-15 15-20 20-40 40-60 Total
Pressure: 25.2 27.6 33.6 37.2
Contributing Height: 10.0 5.0 1.3 -18.7
Unit Hz. Pressure = 252.0 138.0 44.7 0.0
Reaction (R) = 8064.0 4416.0 1430.0 0.0 13910.0
Unit shear (v=R/I) = 139.8 76.6 24.8 0.0 241.2
Tot. opngs. ~ mid ht 21.0 21.0 21.0 21.0 21.0
Unit Shear ( v') = 219.9 120.4 39.0 0.0 379.3
-'
lbs
ft
;;
Required length of longitudinal shearwall =1 13,2 1ft
Page 8
x.) Shear (Cont.):
Brown Residence
Roof Diaphragm:
Maximum shear at roof / wall interface = 244.8 plf
Capacity of non-blocked sheathing ( SBC Table 1710.2A) = 240,0 plf
Capacity of blocked sheathing (diaphragm) = 530.0 plf
(15/32" R.S. w/ 8d nails at 2-1/2" bndry, 4" edges)
Half Building length = 28.8 ft
Slope of the shear diagram =
plf / ft
8.5
Diaphragm length required to resist shear =
0.6
ft
( Round value up to nearest truss multiple of truss spacing)
Analysis of shear at roof7wall interface:
Location along Distance Shear at
building length from endwall (ft) interface (pIt)
Endwall 0.0 244.8
0.1 * Length 5.8 195.8
0.2 * Length 11.5 146.9
0,3 * Length 17.3 97.9
0.4 * Length 23.1 49.0
Mid-span 28.8 0.0
0.6 * Length 34.6 -49.0
0,7 * Length 40.4 -97.9
0.8 * Length 46.1 -146.9
0.9 * Length 51.9 -195.8
Endwall 57.7 -244.8
Page 9
;1{1
ana, P. E.
9/9/94
.. XI.) Summary:
. . .
. . Describe the following:
Brown Residence
1.) Truss fasteners.
Uplift per Truss = -515.2 lbs
ISimpson ETA18 wi 7 - 10d x 1-1/2" nails (860 Ibs, cap each.)
2.) Girder Fasteners.
Max uplift reaction= -3427,2 lbs.
Simpson MTT22 w/ 5/8" A.B. & 27 -16d Sinker nails (4135Ibs. cap. each end)
3.)
IN/A
4,)
Hold-Downs at 2nd Floor.
Hold-Downs at foundation.
Tie-down force req'd =
0.0
lbs.
Filled masonry with #5 reinf. cont. ACI hook at foundation and bond beam.
5.) Shearwall element.
Wood Frame: N/A
Panel Grade
Maximum shear at mid-height =
435.2 plf
Thickness
Nail size
Edge Spacing
Type CMU Wall thickness Rake Joints? Filled Cell Spacing
8" Nominal 1.25" No At shearwall ends, corners
and openings> 6'
Masonry :
6.)
Roof sheathing.
Maximum shear = 244.8 plf
Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length
0,6
Diaphragm:
N/A
(Pattern Case 1)
Panel Grade Thickness Nail size Edge Spacing Intermediate Spacing
Rated Sheathing 15/32" 8d 6" 12"
Elsewhere:
Page 10
It!
9/9/94
l
;"/
'$
APPLICATION FOR PERKlT
CITY OF ZIW1II.KlIlLLS
BmJ.DUIG DEPAR'nIEn
OWNER'S NAffE
Cn.:ro\ "'. ~~O~'V()
ADDRESS lotoL-\ ~ N(),\-h
Ze--0hLr,~ \ \ \ ~
~O
PRONE
C)RO -" tJ;1~6 I
OWHF.R ' S
Ln ke C"fJ't-.
CtL. ,3"66LJ I
.JOB ADDRESS
LEGAL DESCRIPTION: LOI'(S)
BJncK
SUBDIVISION ~ '\ \ De'I'
[)Q~S
PARCEL I. D.'
"'URK PROPOSED:_~ev Construction _Addition _Alteration --.Repair _Install
_Sign
_lPtove
_De..olish
-
PR6POSIID USE:
Single Faaily
_"'F
_, of Units
_HI"
_~rcial
_Indust.
_SwbI. Pool
Other
_Rest:aurant &: Healt:h i)epart:Jlent Approval
RUILDING SIZE:
x
Square Feet.
Height
RESIDENTIAL:
GOHHERCIAL :
ATTACH (2) PI..O'I' PLARS &: (2) SE'IS OF BUILDIJlIC PLANS &: (1) SF.T F.'NF.RGY FORP1~j. H
ATTACH (3) SE'IS OF BUII.DDlG PLARS &: (1) SEI' ENERGY FORKS. **
......COpy OF COlNTRAcr RIl'QUTRIlD.
..
PERIPIITS REOtJP..sTED
_BUILDING
$
Valuation of Tot:a1 Construct ion
_ELECTRICAL
NIP Service
Florida Power Corp.
W.R.f:.C,
_MECIIMlICAL
s
Valuation of "echanica.1 Inst:allation
_PLUPtBTIfG
GAS
ROOFDIG
"
SPECIALTY
TYPE OP CONSTRUCTION!: _Block
_Pralle _Steel
Other
P'UfISlIED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FT.ooO ZONE ARPA?
................................................................................................
YES NO
P.T.F.CTRICIAN
CIJIlITRAC1'OR SECTION
~ C1lIIPAXY_W.Q.~ c.....I. f'...._.
O State Cert. or Regist.' ooZOt Z-'1
"' ,~ City License Registration , "/
.................................................................................................................*
RUILDER
S ignat:ure uJ
Si
? '-
cmrpARY U?J?~~///~~-A~ Y-~
St..ate Cert. or Regist. , rJDv (.. 'i t s-
City License Registration , _ ~ [) 0
................................................................................ ...................
~-~
PLUKBER
COIfPARY
/7" _ A ~ ~ St:ate Cert. or Regist,. ,
~ ~~ City License Registration ,
..............................................................................................................
Signature
mKPMY XJN-G...(.:? e~.l-J
State Cert~ or Regi~i. # ()cD 1"( / ~
Signature City License Registration' 7/
~ ~ \ .....................................................................................................*
cmw.R G V OOPIPAJIY t1A~J h;1~;~t::
./ ~ /1 State Cert. or Regist. . Lc '?(1~'t ~/
Sigfuature -7i.-'" C------. City License Registration. 3 ~.
*...........................................................................................................
.\PPLICATIOlil APPROVED BY
PERKIT OFFICER.
-----
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this per.it lay be subject to 'd~ed restrictions' which may b~ ~ore restricli\'C ~' 'r, r.i~'~
regulations, The undersigned assu.es responsibility for cOMpliance with any applicable deed restrictions.
Et. UNL I CENSED CONTRACTORS AND CONTRAC fpn J::E?LCJI'~J?.L!:~J.L I'LE:,:,;.
If the OHner has hired a contractor or contractors to undcrta~e Nork, they may be required to he licensed in accordance With
state and local regulations, If the contractor is not licensed as required by law, both the owner and contractor May be
cited for a .isdeaeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing
require.ents .ay apply for the intended work, they are advised to contact the City of 2ephyrhills Building Department, (813)
788"6611,
Furtherlore, if the OHner has hired a contractor or contractors, he is advised to have the contractor(sl sign portions of the
'Contractor Sections' of this application for which they Hill be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the wor~, If the contractor wishes you to sign
as contractor that aay be an indication that he is not properly licensed and is not entitled to per.itting privileges in the
City of Zephyrhills,
C. TRANSPORT A T ION I MPA~J- FEES AND UT U- I.I..Y.....~Qt'l~fJ.:T)_Q~'--E.EES
D. CONSTRUCTION LIEN Lfl~ (CHAPTER 713~ FLORIDA STATUTES. AS AMENDED)
I certify that I, the applicant, have been provided with a copy of 'Florida's Construction Lien Law - Ho~eownrr's Protection
ouide" pr@pared by the Florida Depart.ent of Agriculture and Consuler Affairs, If the applicant is someone other than the
'owner" , I certify that I have obtained a copy of the above described doculent and promise in good faith to deliver it tc, the
"owner" prior to co..ence.ent,
E. CONTRACTOR'S/OWNER'S AFFIDAVII
I certify that all the infor.ation in this application is accurate and that all work will be done in cospliance with all
applicable laws regulating construction, zoning, and land develop.ent,
Application is hereby lade to obtain a per.it to do work and installation as indicated, I certify that no worl or
installation has co.aenced prior to issuance of a per.it and that all "or~ Hill be performed to meet standards of ~ll I~ws
regulating construction, City codes, zoning regulations, and land develop.ent regulations in the jurisdiction. ! also
certify that I understand that the regulations of other govern.ental agencies .ay apply to the intended wor~, and th"t i l is
IY rtrsponsibility to identify what actions I lust talee to be in co.p1iance, Such agencies include bul ue not] J[,drorl tr,;
, Oeoartsent of Environ~ental ReQulation - Cypress Bayheads, Wetland Areas and Environ:.entallv Sensitive Lands,
Water/Wastewater Treat.ent
, Southwest Florida Water NanaQeMent District - Wells, Cypress Bayheads, Hetland Areas, Alterlnq HatercolJrses
. Ar.y Corps of EnQineers - Seawalls, Docks, Havigable Waterways
f ~eoartment of Health ~ Rehabilitative Services. Environ~~ntal Health Unit - Wells, Wastewatrr Treat~ent, Septic Tan~s
. ~jS fnyj(on!!ental P;-0tcr~~{\n ~q~nrv - f\!=~~r:+"<<: .:lh~~a"{)nt
I alsu certify that, if fill laterial is to be used in Flond Zone 'A' or "n,etc,', it is ,understood that a dralnaqe plan
addressing a "colpensating volule" will be sub.itted which is prepared by a professional engineer registered in Ihr State of
Florida prior to per.it issuance.
A pertit issued shall be construed to be a license to proceed with the wort 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 fr{,~ thereafter
requiring a correction of errors in plans, construction, or violations of any code, Every per~it issued shall beco~e invalid
unless the work authorized by such perlit is co..enced within six Bonths of issuance, or if work authorized by the per~it is
suspended or abandoned for a period of six .onths after the ti.e the work is cO~Denced, One 90 day extension of time, ~ay bp
allowed for the per.it with fee charge of $15,00, The extension shall be requested in writing to the Building Offici"!. An
approved inspection lust be logged during each six lonth period, or the project will be considered abandoned.
~ARNIN6 TO OWHER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT HAY RESULT IN YOUR PAYING THICE FOR IMPROYEMENTS TO YOUR
PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNE DEFORE RECORDING YOUR NOTICE or
COHMEHCENENT. JOBS UlIIlER $2,500 IN VALUE no NOT NEEn TO RECORD MID POST '/)CE COMMENWIENT',
I 1) vJ/~/~ ~ .U
~Sl~: OWNER OR AGENT
rnTO\ m ~Y-{)CJL"'\f"'\
who is personally known to me or who has
produced {!e'\,,,,<::>f'""'lCL\ \ \. ~ ~(Y\l ~(\
as identification and who did/~id not
tAke an. (l.:\t~. V
l '11 .L. 0<") t-;,. ..sI::l ~() 'f\-
~~~;,~~~~~ ~
(Name Typed, Printed
NOTARY PUBLIC
OFF!~~~.~_~~::,.tA!~f~~ALi
CHRi,~Hl', L M"l)~;. !
NafARY PUBLIC STATE OF IiLORIDAI
COM1'.fISSlc~r~ I'-J!J. CC~}:61D3
MY COMMlSSH~~~21F~TE;;.9'.l'1 J
STATE OF FLORIDA ("";\
CnUtHY OF ' 1-"(LSC'.i)
The foregc.ing insb-umentl-J2,s at:~~ledQed
befcll-e me th i 5 ~3 Sep+. 19 by
l{) . ~, l. \,.p t ... m() 0\ t')
who is personally known to me Dr who has
pro d ue ed COe r&O rc:L..\ '- u v.- 1"V"\ l ~ V)
as identification and I-Iho di~did not
ta~, an c~ath. _ "-- D
l.:J:l.fl. . CI ~ .D ~ ~ V'Y\ C) ~'--
(Si}\n.atul=e) ~
~blS-\-"e - \,. f'Y\o~~)-
(Name Typed, Printed Dr Stamped)
NOTARY PU~LIC
STATE OF FLORIDA ~
COUNTY OF J...c:.,c. (\
The foregoing instrument was acknowledged
befc,re me this ~1.5~ '19.!lJ1 by
.'
N\C)~o'r-
or Stamp d)
OFFICIAL NafARY SEAL
CHRISTIE L MAJOR
NafARY PUBLIC GTATE 0-;; nOR IDA
COMMISSiON ;;D. C::::1f-iC3 J
l~l"CC_ 1\TTp"p C":!77Y." 'ir; "'''.Jr-n
MYCO)\,..>ff'l:J"fOl, C_"'" ,n" j ,,,..,,I,~.',
----.....- ...... _.._...'-,....'_..._..~---_.,."..~
.."
~~', if
t "~"-i
~~q
l.r}~ ~
Cl6,
:a.c,~-
~.,..- -"~"'--"""-"-~"~:':'------"'-. -.,-._,~..,..,.,-,r..~,:.j~ '--"""~:_ >:<'_"_'~_'...".:~ -.-.......- '-"--"-...- ----- ,0---:--, ........---.-..-.,~.~"--I
!: ,
C E N T n r~ L F' E n 1"1 I T T I I"J G
h,):::;CO COUNTY, FLi)R I DA
DATE~ 10/10/'~!tl
PAGE~ 1 OF 1
I ;::;:::J.JE OFF I CE: D
F<ECEIPT NUMEiP~ 00:226710
OFFICE: DADE CITY
CONTPACTOF~ *1:.:
NAME: W A NUEMANN CONST
ADDR= 03-26-21-0150-00000-0200
C/81= 6642 NORTH LAKE DR Z/HILLS
I::OF;~ ~
CHECI< *~ -::i2 (..+
:::;INGLE FHMILY DWEU_INCi
,CiCCNT
11.4
TO f'AL- (iMOUNT.:
COMPNY ACCOUNl CEN1ER
B450 - 363000 ~,
11.23
(.)MOUNT DE::::CRIFTION/F'ERMT DATA DiveR
11.23 ****** SOLID WASTE FEE 60
F;;ECE 1 VED BY..
,(
I
.~~ J
,/' ,... / i ,"' .' ;" "/. .. /
i.( ,'<( (' t" . ,. /' / I I /~ / ," ,I .' ,"
.-... .-..,-- -.- ~y-.- ,... - - - ----, ,- - - -.., ...,- -- -, _... -, ,...,<;;.. -.-
./
...,
--'(, -":-:r
."........"t;~-.......~~-'.............,'v .
"Of 't'--,,;,~ :-'~~l_-'~.~)'Wt~'~:fW6Yl~::.;..,+~,f, .~.... ': . "'~.,...~ ,'..~ '" T~
'..-_;-.;-.,.t~_ ;,;i.l....~1
- ,_..~
PASCO COUNTY, FLORIDA
Permit No.
I ~
"
,
Builder Name/Owner Name
I
Date Permitted
f ,/
/Y ~ "f;'
'I 1"1'//
~ I
l ',,--,
County Parcel No.
~ ,
/.....
~- ~
Location
,. / I"
'--o? ;
Subd.
Classification/Type of Use
l
TRANSPORTATION IMPACT FEE CALCULATION
EXEMPT 0
Rate $
.'
Zone No.
Sq. Ft./Unit
'"
Prepared By
Impact Fee Amount $, _-
"
The above impae(fee has been established pursuant to the Pasco County J-ransportation Impact Ordinance as adopted
by the Bo~<Iof County Commissioners. This amount is payable PRIOR'to the issuance of a Certificate of Occupancy
or augwrity to utilize the permitted structure.
RESOURCE RECOVERY ASSESSMENT
EXEMPT 0
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)
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.
DATE
DATE
BY
BY
White
Applicant
Canary
Trans/Finance
Canary
RR/Finance
Pink
Office
Green
Bldgllnsp
feecal:ce
Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600A-93 Residential Whole Building Performance Method A CENTRAL 4 5 6
PROJECT NAME:
AND ADDRESS:
CLIMATE I.:/r '0 0
ZONE: 4~5 6
JURISDICTION NO.: ~
CK
OWNER:
1,
2,
3,
4,
5,
6,
7.
, . New construction or addition
~. Single family detached or Multifamily attached
I. If Multifamily-No, of units covered by this submission
t. If Multifamily, Is this a worst case (yes / no)
). Conditioned floor area (sq. ft.)
5, Predominant eave overhang (ft.)
7. Porch overhang length (ft.)
9, Glass type and area:
a. Clear glass
b. Tint, film or solar screen
9. Floor type and insulation:
a. Slab on grade (R-value + perimeter)
b. Wood, raised (R-value + sq. ft.)
c. Concrete, raised (R-value)
10. Net Wall type, area and insulation:
a, Exterior: 1. Concrete block (Insulation R-value)
2. Wood frame (Insulation R-value)
3. Steel frame (Insulation R-value)
4. Log (Insulation R-value)
sq. ft.
ft.
ft.
Double Pane
sq. ft.
sq. ft.
Single Pane
sq. ft.
sq. ft.
8a.
8b,
9a. R= I. ft.
9b. R= sq. ft.
9c. R= sq. ft.
10a-1 R= sq. ft.
10a-2 R= sq. ft.
10a-3 R= sq. ft.
10a-4 R= ___sq. ft.
10b-1 R= sq. ft.
10b-2 R= sq. ft.
10b-3 R= sq. ft.
10b-4 R= sq. ft.
lla. R= sq. ft.
llb. R= sq. ft.
b. Adjacent: 1. Concrete block (Insulation R-value)
2. Wood frame (Insulation R-value)
3. Steel frame (Insulation R-value)
4. Log (Insulation R-value)
11, Ceiling type, area and insulation:
a. Under attic (Insulation R-value)
b. Single assembly (Insulation R-value)
12. Air distribution system:
a. Ducts (Insulation + Location)
b. Air Handler( Insulation + Location)
13. Cooling system:
(Types: central-split, central-single pkg., room unit, PTAC., none)
R= , __ (cond.luncond.)
R= , __ (cond.luncond,)
Type:
SEERlEERlCOP:
Capacity:
Type:
HSPF/COP/AFUE:
Capacity:
Type:
EF:
12a,
12b.
13a.
13b.
13c.
14a.
14b.
14c.
15a.
15b.
16a.
16b.
17,
18,
119,
19a,
19b.
14. Heating system:
(Types: heat pump, elec. strip, nat. gas, L.P. gas, room or PTAC, none)
15. Hot water system:
(Types: elec., natural gas, solar, L.P. gas, none)
16, Hot Water Credits:
a. Heat Recovery (HR)
b. Dedicated Heat Pump(DHP)
17, Infiltration practice: 1, 2 or 3
18, HV AC Credits (Type in Letter designation: CF-Ceiling Fan, CV-Cross vent,
HF-Whole house fan, RS-Attic radiant barrier, MZ-Multizone)
19. EPI (must not exceed 100 points)
a. Total As-Built points
b. Total Base points
'17
~~~~',~
EPI = Total As-Sui" polnts X 100
Total Base polnts
DATE:
DATE:
OWNER AGENT:
Jolt.
..!iiIIr '
-1-
'SUMMER CALCULATIONS
-'- BASE I BASE
GLASS x SUMMER = SUMMER
, AREA PT. MUL T. POINTS
N lfc.S"t 82.2 ;~l<';~~ . c.n
NE 82.2
E 9. ?' l. 82.2 XI{ .S
SE ijo 00 82.2 ~.:J. '10-:'6 0
S 9' 3.s ~ 82.2 7'.t?~"-I,l )
SW 82.2
W t:;:'~I..\ 82.2 ~ f) 7:1. ()
NW 82.2
U) H' 82,2
U) .1.'" 'l~,';: <: XJ" d. 7 (0' 71 . )
j -
CJ \...1 lYOO ~,~ ;-J, 'Y']'j,~
I
I
i
. ,
CLIMATE ZONES 4 5 6
GLASS 1 SINGLE.PANE .1. DOUBLE.PAN -'- SUMMER lAS-BUILT
AREA x SUMMER POINT MUL T. OR SUMMER POINT' tull\ x OVERHANG = GLASS
CLEAR TIN'P CLEAR :t'N'P FACTOR (6A-1) SUM. PTS
N ..,~S.., 51.0 51.5 47.8 43.5 ,77 II IfnI ')
NE 77.2 76.6 71.7 63.4
E 'rKb 109.2 107.1 102.0 87.3 f >':;: ')31. I
SE I.} 0 (.II) 112.9 110.3 104.1 89,4 I~'" ~t~(~ . (p
S Cl>7<;LI 100,2 98,3 90,9 78,8 i ""li <:"i,., 'L~JL'
SW 112,9 110.3 104.1 89.4 I J:-< ' "
W ~b2 109.2 107,1 102.0 87.3 1 j/('"" 4/;[/, .
" .~
NW 77.2 76.6 71,7 63.4 /
H' 367.7 303.3 324.6 238.U
lie:- '1....l ..3' l~.~t , f. '-1 'l:J fl./, 6
\ 4"1-
W 2. ~! 0,) I :xt.~} 1'><'><1) ,!
/
COMPONENT AREA COMPONENT AREA
DESCRIPTION = DESCRIPTION
EXTERIOR 1.0
....J ADJACENT .7
....J
oC
~
~
rn EXTERIOR flf 4.8 I rR]': l~ I I f-71 ,t'.t
1.6
g ADJACENT
CJ UNDER ATTIC 7.../71 .6 Fit );.,.( . In l.Jj , , '::J I 7, 11 .') '/
z OR SINGLE .6
::;
W ASSEMBLY
<.> BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING, AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE.
~
AS-BUILT
GLASS
SUBTOTAL
, ( 1 1,
~
AS-BUILT
SUMMER
POINTS
'. r:.(
L'j
~
L3~': ..!
~
~
~
~
SLAB {PERIMETER 7/~ -31.8 .(,.FU,{){,. 1../1 -~'.'1 -In '-f.'J . \ - .
a:: RAISED (AREA) ,3.43
0
0
....J
"-
FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE.
INFILTRATION
10.9
TOTAL COMPONENT BASE SUMMER POINT~
~
COOLING BASE COOLING TOTAL BASE
SYSTEM X SUMMER =
SYSTEM MULTIPLIER POINTS
.37
~.~
HOT
WATER
SYSTEM
'}
-~
.....,
AS-BUILT
HOT WATER
SYSTEM DESC.
'H = HORIZONTAL GLASS (SKYLIGHTS)
2FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF APPENDIX C. TINT MULTIPLIERS MAY BE
USED FOR GLASS WITH SOLAR SCREENS. FILM, OR TINT,
-2-
':
.-
.VINTER CALCULATIONS
. . , '"
CLIMATE ZONES 4 5 6
GLASS ~ SINGLE.PANE OIR DOUBLE.PA ruct\ I WINTER lAS-BUILT
WINTER POINT MUL T. WINTER POINT x OVERHANG = GLASS
AREA CLEAR TlNf2 CLEAR Nf2 \ FACTOR (6A.l0) WIN, PTS
N '-Iv,.S'1 9,6 9,6 5.6 6.1 \ '.11 ---;/.'-;'. I
NE 7.4 7.3 3.5 4.2 l
E ,glo - 2.2 - 2.0 - 5.6 3,6 ( I ,,1.. . ..!1L1 , lJ
SE L. Q. 01) -10.3 -9,7 -13.4 f-l0.4 i , '"f '.!l;.1,It, i"
S "~~'4 -10.9 -10.2 -14.0 1-11.0 01""" ~'."'I.,,?;
SW -10.3 . 9.7 -13.4 .10.4
W !~~L.7 - 2.2 - 2,0 - 5.6 - 3.6 ;,,~ ..~.;-
NW 7,4 7.3 3,5 4.2
H' -32.1 -28.0 -27,0 -215
C 1~:2 2, ~ -t,e.. ' .,... -l?7 J./
Lv' Z. 1./ 0':> ;-S,i... -- (,,~ -;c\7 7)
(
\ J
---.
= =
.15
COMPONENT AREA COMPONENT
DESCRIPTION DESCRIPTION
EXTERIOR It... 1.1
.... ADJACENT 1"1...- 1.8
....
c(
3:
] EXTERIOR I fJ'i' I 5.1 I'~JI I
4.0
g ADJACENT
c
~
~: rq . t m~'): ~)
~
<;"7.f
Ii,
~
Cl UNDER A TIlC 't-/ 7' .6 } ,~,'lJ , (r: ~/7' .f? I,~(){. . (0
z OR SINGLE .6
:::i
W ASSEMBLY .6
u BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING, AS.BUIL T CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE.
~
~
SLAB (PERIMETER "2..1' -1.9 -I-/I.:.l -:;;; Vi 2-.5 ~2.,<'--'
II: RAISED (AREAl - .2
0
0
....
LL FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE.
INFILTRATION
4.1
TOTAL COMPONENT BASE WINTER POINTS
r
TOTAL BASE
HEATING WINTER
SYSTEM POINTS
f . I
....
c(
.-
o
.-
2FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF APPENDIX C. TINT MULTIPLIERS MAY BE
USED FOR GLASS WITH SOLAR SCREENS, FILM, OR TINT.
.4.