HomeMy WebLinkAbout96-5928
BUILDING P~RMII 0 ~- ?
?~v mv OFZEPHylttlLLS pe,m.N. . 59..8 S-
:,fo ./ (813) 788..6611 Date (" - / :r - 'l~ ·
1/0 (0(- S1'5'D c:.iD-
ELECTRICAL PLUMBING MECHANICAL
./
BUILDING
mJ ~&;~)"~~J? .
Property Owner:
Job Address:
Parcel 1.0. #
Zoning:
Description of Work
Sewer Conn It ,~7f? -
Water Conn: l.so-
-
1/ r--
Water Meter: fttz.,;"L
.
1//1-
T_I.F.'s:
/, &' ~~ - '2? +-r-
FINAL
Complete Plans. Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
:/iy ~ }VaL~\ y-3o-fi,. t3~ I~'Y;)' YJPY}
Valuation or 'I:... R. 19 _ f)..9-
Contract Price :..s--...:z ~
Permit Fee
~
Signature
Company
Address
Telephone#
City License Registration # /.E.:1-
St Certified License# 1lJ? OO..s:-~ ;g~te
BUILDING!
Ftr. JJ..qj-9~~~
Pre SLB 1- J g ~ It, 6
Lintel rJ-~O-91LJ BILL-
FRM.
Insul. CL
WL C( - \,f... 9. ~ Bo8
ELECTRICAr1=-,;2b9 I UMBING'f 49
.
SLB 1-11-9~ 8d;-'
Tub Set..9-,Sl)... tffJ- r/3
Tp. SeN.
Rough In ~ ~t>- 'If ~ J5 ~
Meter Can
Const. Pole
Pool
Pre-Meter 9...g~46 Bt:J8
Final
Water
Sewer tl- J.~ - 'iv; -ffIJS
Final
Driveway tf ~ d ~-ep(p 668
~ S-2o-Cf"l5tYC
Breakers
Ducts Insl.~.3't>-i'~~
Compressor
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: ~
a. Wrong Address I ) ~ 0--6 ~
b. Condemned work resulting from faulty construction. W ~ 11
c. Repairs or corrections not made when inspection called. 1 (f) ()l- 1'). iJ ,-
d. Work not ready for inspection when called. . ~ ,/ q, d
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
BUILDER: Bozetech
ADDRESS: 6514 Brentwood Dr,
OWNER: Ratz
sa. FT. PRICE
LMNG OR MAIN AREA: I 1,_ I $ 35.00 (
OTHER AREA UNDER ROOF:l 458 I $ 11.00 (
OTHER AREA:' I
SQUARE FEET UNDER ROOF:t 1,825 I
VALUATION:I $ 52,858.00 ~
ADDRESS:I $ 20.00 I
DRlVEWAy:1 $ 20.00 I
FEES:I S 280.00 I
BLDG. PLUMB. ELEC. MECH.
PERMIT FEES: J S .10.00 ~ S 57.50 t $ 81.00 I $30.00
3/41" 1" 2"
WATER METER SIZE:' S X 185.00 I $ 2400 I S 810.00 I s ING.OO I
SEWER WATER METER
CONNECTION FEES:t $ 1,278.00 I $ 350.00 I $ 185.00 ~
RADON GAS:I S
PERMIT FEES:~ S
CONNECTION FEES:~ $
WATER METER:~ $
TRANSPORTA11llN IMPACT F=I :
1% $
18.25 ,
558.50 I
1,828.00 I.
185.00 ,
: I
CREDIT:' $ 50.00 ~
SUB-TOTALI S 2,388.75 ~
IRRIGATION METERI $ _____~'~_J.~ ~/~..s-
TOTALL~~ ~&~ ;lS-
APPLICATION FOR PERMIT
CITY OF ZEPHYRIIILLS
BUILDING DEPARTMENT
~p rrJ
/00'
OWNER'S NAME
. ~'2.~)' /: L /~~-1AI v. A7? ,/!~
PHONE If/.? - 7 /. -\- .- 0/.3 9
OWNER'S ADDRESS
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.....) f] / /
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( ,(/l'(,
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/-/~'/h.,'.;.r(' /#t'./ <;'
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JOB ADDRESS ;5'; '-I
AClz, . '[ :" :~':_.f 5-:-?";']/
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BLOCK SUBDIVISION S/i..vC"C 1']/.7 Kf::.
LEGAL DESCRIPTION: LOT(S) 3/1 v' 3/.J
PARCEL I.D.' ~ ~~
/-J7"7'/ (((0J
::-';(,,((,!L?,
/
_Addition
(OBTAIN FROK PROPERTY TAX NOTICE)
.'
WORK PROPOSED:~~w Construction
----Alteration _Repair ____Install
_Sign
_Kove
_De.olish
PROPOSED USE: _Single Fa.ily
/'
I/HI F
_' of Units _K/H
_C~ercial
_Indust.
_Swia. Pool ___Other
_Restaurant & Health Department Approval
DESCRIPTION OF WORK: fit."..._) /li"_(_/~ II, 1//."0' ~ 1),,-/ ,,:'<-< .l'. /;';,( /-.,1
BUILDING SIZE:
0L/ X Ie),
7. - 'n
)'J~L) Square Feet, /\
Height
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
/
~BUILDING
~ELEGTRlCAL
~CllANiCAL
/
V;LUHB~NG
PERMITS REOUESTED
$
;( l) c)
AMP Service
Valuation of Total Construction
~~rida Power Corp.
W.R.E.C.
If. ~ ,,' ~
$ t-'<" Yt,-)D' - /b.:. J//16 Valuation of Hechanical Installation
GAS
l~lock
,/
/'--/ROOPING
SPECIALTY
TYPE OF CONSTRUCTION:
____Fraae _Steel
Other
******************************************
YES
/
GV
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
BUIIJ)ER
c;
CONTRACTOR SECTION
OOKPANY Au u:~.reL;r./' ~ /c _
State Cert. or Regist.' ~/ //t? EJ6 32,.6'
City License Registration' /~;t
***************************
Signature
I.
, , )
~:::::IAB~~' COMPANY .t/,() ({(.~ kbw,e') LqP> f- rr/;
h ~ State Cert. or Regist. t .
e ~ City License Registration' :J. (I) 'f V''-
******************************************
PLUMBER
Signature
Signature
COMPANY ...:5i-V.1/ 5 ..5"
State Cert. or ai'gist. , ,.,-J,1! 00/<2 </t/
City License Registration' (}.{J(.
*..*************************
/)
OTHRR A-"rJ 4.: ,;}
/f7
Signature <.:/(1:'.,--,
COMPANY /ji..-'Z~::'7r{A" f..-v~
.f ~~. / .) State Cert. or Regist. , ~ i171?~3z6
<,If!2.1~. '/~<~,/.oIi~~ City License Registration' /3";;z..
. ******************************************
APPLICATION APPROVED BY
PERMIT OFFICER.
MAP Ol~ BOUNDAf<Y ~jl)RVEY
---.---.--.------------.----.--
LOT 3A
D~;l:)CHIPTJON: Lot 3, le85 the nonn 37.5U feet, Blll::N'l'HOOu FIHS'l' JI.DDITION, ,'lS peL mil?
Q:=-pTat--HK;~eof ali I-ecord.~d in Plat Book 30. Page 56. of the Publ ic Reco!:da of P<lHCO
County, Florida.
SURV~YORS NOTES:
I:-~o~undergl:ound installations or improvements have been located, except as noted.
2. No instt'uu.ents of record ceflecting casements, rights-oi-way, and/o) ownershi;:,
wen:! furnished thIs surveyor, except dR shown.
3. Unless otherwise shown hereon, no jurisdictional wetland areas or other physical
topographic featur.es have been located.
4. Dimensions shown are per Plat & Field verifiea, unless otherwise shown.
Based on Flood Insurance Rate Naps COI.lI',lun:it.,. Panel No. 120230 455 c, dated
2-17-89,the property shown hereon appears to lie within Zone "C".
Bearings based on the east boundary line of said plat, bearing S.01024'll''\'/'.
SILVER
OAKS
GOLF
COURSE
EAI.l..!9U~RY ~ I .IE.,
SOlo24111"W 37.50'
'- BrT 51." c_ _R ~
P"S 4880
LOT 38
LOT 3A
37 ~O'
(NOT INCLUOED)
it)
I'-
~~
7
v~
m
V
-It)
~
o
00
00
C/)
j7
~~
~
VAC-A/.r:-
-<.0
~
~
::
m
V
LO
~
o
00
rIO'UTlLI~ - ~a" - -I-- --...... --.. ~
_ E~N' I'Ll "8~ .n"Nn a" ~"~"ON.
Nloo23'44"E 9.32'N~P~"U8 .......--..
C;Jo --..
'''1 -" <18'<,.J" on ..."". R
~ ~ e- JJ' 0:::::- ~~S 4880
I f....<18'
EOGE 0' PAVEMENT,
BRENTWOOD DR I V E (P. B.29PGS. 86-89)
(RIGHT-Of-WAY WIDTH VARIES)
LEGEND:
----~
----:-
I.P =IRONPIPE
I. R. = I R ON ROD
C.I.p. = CAPPED IRON PIPE
C,I,R. = CAPPED IRON ROD'
CONC,: CONCRETE
MON. = MONUMENT
PREPARED FOR: SMITH, CATTLE 8. GROVE
REVISIONS
D~TE DESCRIPTION OF WORK ORDER NO. DWN CK'D
i~~~I't~~~~:IAi'OT V~l..ID UNUSS IKPRINTI!:D WITH "'H EMBOSSED
8URV1YOR'. CKRTIrIC^TB
I haiUby "artily thu tha .lIrvay rapr8lantad hereon meat. tha
raqu ramant. of Chapter 21 H"-6 Flodd, ...cI1nlnloerot lva Coda
pUUII&nt to Chapter 472.017 rlorlda 'jtut8l. '
~, ' - - L) DRAWN B':SM_
f'LORID~ REGISTERED L~ND SURVEYOR l{'~lH"l(:i\' ((.....~
Ronald H. Pooe P t:.S, 14660 SCAL;. ''''20
'~~
: PR~ERE ENGINEERING, INC. ;
~ CIVIl.. ENGINEERING -
~ I..ANO SURVEYING
18131 808.73111
FAX: 803'28111
3750 GU'oI\J HWY, SUITE 1-C, TAMPA,FI.. 33624
CHECKED B"R_P
SEC.4
TWP. 26 S
RGE.2IE
DATE: 3-1:;-93
ORDER NO.:
MAP OF BOUNDARY SURVEY
-.-.-.-.-.---.--.-----...--...--.---.----
LOT 3A
Dr.:::;CHIPTJON: I.Qt 3, lC9fi the nonn 37, 5U fc:et, elU~Wi'HOOLJ flkS'l' ADDITION, d!i peL map
Q-;:-p1"at--nicreof at; .ecorded in Plat Book 30. Page 56, of the Publ ic Recor.d!3 of P<lHCO
County, Florida.
SURVEYORS NOTES:
I:-"Ni)7underground installations or lmp,-ovements have been located, except as noted,
2. No instl:Ulllents of t'ecord L"cflecting casements, rights-of-way, and/o)' owrwl.-ship
were furnished this surveyor, except as shown.
3. Unless otherwise shown hereon, no jurisdict lonal wetland olreas oc other pliyslcal
topographic features havc been located.
4. Dimensions shown are per Plat & Field veriflcd, unless otherwise shown.
Based on Flood Insurance Rate Naps Co"u..,un:U:y Panel No. 120230 455 c, dated
2-17-89,the property shown hereon appears to lic \'/'ithin Zone "C".
Bearings based on the east boundar.y line of said plat, bearing S.Olo24'll"\~.
'~ l
(,
PLO I
fL/J tJ
""'10::.:"
ro;€. bo~ r(..Cp. ;;";C. - /J'lc'- leAn DW~
~. I-
..
SOI024111"W
~~
0-
,
37.50'
..T...."O'.
P~S 4110
-----
C)
~ ..
7..S7
EA'..!.!2U~RY ~ I . E .,
7.5~
.:.vrKI,'
j)6h
LIZ!:
35"
~nu.. /'6)...5
i:7K.jJ. s', o-€
3'50 1/1
y
LI i) -
c.:A Ii -
~-
lOrA L
/36b
'iz.:;
3'-1
1,&)...5
eo. (.Jf, s t 4-e
r. u. i?. -;
I-tU -
eMre '
Pc..
0-<'"
~
C:- 1'7.:-'" b~ 16
lJU.viW/ 'io (J,(:~
-to
~
" , -
~<(I'I ..:-- If~ -
E DOE 0' PAVEMENT,
l'
N
C> - - -__)0,)
I.' ~
. J ~
NI0023'44"E 9.32A;'~""""""
, I <; 30ft/. ' ';
i -~I -.. I 8<1J/~ __1U fr'1 C_IR,_
0>' .,; I <';$C ~- P~S4"O
I -I - y........
i , .. . <11:>1
~. U
l\
LoT'
-~
3A
~
-m
~
10
I'f)
o
co
co
z
Lor
38
r'O'UTlLI~ r-- -
_ E~EN?
BR ENTWOOD DR I V E (PB.29PGS.B6'89)
(RIGHT-OF-WAY WIDTH VARIES)
LEGEND:
--~
---
I.P. = IRON PIPE
I. R. = I R ON ROD
C,I.R = CAPPED IRON PIPE
C,IR, = CAPPED IRON ROD'
CONC-: CONCRETE
MON. : MONUMENT
-
PREPARED FOR: SMITH, CATTLE a GROVE
RIVISIONS
,
~~
PR~~ERe liNG_ rNEERING, INC. I
~ CIVIL ENGINEERING ,
~ LANO SURVEYING '
18131 800'73111
FAX: 803'2018
3750 GU\I\I HWY, SUITE 1-C, TAMPA,FL 33624
,
-r.--r-]
DATE DISCRIPTION or WORK ORDER ND, DWN CK' D
~~~~yg~~:Z:B~OT VALlo UNLBSS IMPRINTBO WITH ^N EMBOSSED
IORVBYOR'I CKRTIrlCATB
I hl{lbY certUy that thl .llrvlY npnunte4 hereon meets thl
r.qll ramlnts of Chapter 2l HH-6 rlor1d, Adm1nlltrltivI Co4.
purauant to Chapter 472.027 rlor141 '",tut... _ .
) . r)
FLORIDA REGISTERED LAND SURVEYOR 'i-"t""\',,!.(~-\, r ('-''1- DRAWN BY' 5_ M.
Ronald H. P.o. P.t::.S, '4660 SCAlE 1"'20'
CHECKED BY:R ~
SEC. "
TWP, 26 S
RGE,2IE
DATE: 3-10-93
ORDER NO,
~ilVflr Oak~
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.H.C. committee for:
fiJZ6'ftL If j r~'-
BUILDER ,
~CJ. gf' 9"7
STREET ADDRESS
5/t10 ~I~O
CITY
C(o..I- SB~ -ddr;:-/
PHONE
~L--
STATE
3~s(4'
ZIP
FOR:
fev-:r"'C'CJ)
tAr):: F:" I f\. ~l\ l:L ~ ZZ;:
PHASE OWNER NAME
f9t>I4- t IPS-I b f)P~-u.~ 017-
3
LOT .
5-1g '-q~
DATE SUBMITTED
:;~dq-~&,
DATE APPROVED
APPROVED BY:
~y ~'/)
~V~~~
7025 Fort King Rd. Zephyrhills, Florida 33541 (813) 788-0aks 782-6900
, Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
, FORM 600A-93 Residential Whole Building Performance Method A CENTRAL 4 5 6
BUILDER:
PERMITTING
OFFICE:
PERMIT NO.
PROJECT NAME:
AND ADDRESS:
OWNER: ~d.. Cf"
1. New construction or addition
2. Single family detached or Multifamily attached
3. If Multifamily-No. of units covered by this submission
4. If Multifamily, is this a wor.st case (yes / no)
5. Conditioned floor area (sq. ft.)
6. Predominant eave overhang (ft.)
7. Porch overhang length (ft.)
8. 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)
b. Adjacent: L 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)
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, RB-Attic radiant barrier, MZ-Multizone)
19. EPI (must not exceed 100 points)
a. Total As-Built points
b. Total Base points
EPI = Total As-Buill points X 100
Total Base points
frl~jp
OWNER AGENT:
DATE:
-1-
_ '0 ._,~c""~':
-1<-C-..
CLIMATE II .Y4 D
ZONE: 4lJd'5 LJ 6
JURISDICTlONNO.: ~
~ T CK
ease I ype
1. A/e'"t...J
2. In. u 1'"1.
3. ~
4. L{~'?'
5. /3 c;/b sq. ft.
6. ft.
7. ft.
Single Pane Double Pane
8a. I~"- sq. ft. sq. ft.
8b. sq. ft. sq. ft.
-
9a. R= 0 , /)"/. " I. ft.
.
9b. R= , - sq. ft.
9c. R= , sq. ft.
10a-1 R= 5- 0" ( sq. ft.
10a-2 R= /( ~?'f sq. ft.
10a-3 R= sq. ft.
10a-4 R= sq. ft.
1 Ob-1 R= S '3 75 sq. ft.
10b-2 R= If (07) sq. ft.
1 Ob-3 R= sq. ft.
10b-4 R= sq. ft.
l1a. R= ,,0, f "3 lab sq. ft.
,
l1b. R= sq. ft.
12a. R= ~ , U.ve-I (condJuncond.)
12b_ R= '1 ' ----:- (COn,/uncond.)
13a. Type: ( en.iVd.
13b. SEERlEERlCOP: Ie ' CO
13c. Capacity: _ ;:; 6 (H> I
14a. Type: 1+ fL-'L
14b. HSPF/COP/AFUE: ?__D
14c. Capacity: '3.:.t... o~ U
15a. Type: ;; (e d
15b. EF: . 9'1
16a.
16b.
17. :2-
18.
119. 73> 1
-
19a. /,) ~ ~
19b. ;l-lC:-ob
Review of 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.
BUILDING OFFICIAL:
DATE:
SUMMER CALCULATIONS
I BASE I
GLASS x SUMMER
AREA PT. MUL T.
82.2
82.2
82.2
82.2
82.2
82.2
82.2
82.2
82.2
...
COMPONENT I BASE SUMMER T BASE COM PONENT
DESCRIPTION AREA x POINT. MUL T. = SUMMER DESC RIPTION
POINTS
EXTERIOR ~l-, 1.0 lIZI
....I ADJACENT /.: -1 C;' .7 Zlt~
....I
<C Ai)., Ac"...7 'Of.J I "l 7b.
;=
K__ . ) .... '-' II t'') c.. '''1
T
rn EXTERIOR I i-{'1.v- I 4.8 OJDI I I
1.6 ...
8 ADJACENT
c
N
NE
E
SE
S
SW
W
NW
en H1
en
:3
Cl
11 [, 1-
.
uc; ..9'
,,(. I
'"
.l COND
FLOOR
.15 i AREA
.15 I P,lAb
'f'
1 TOTAL
[- GLASS
AREA
I 1a..1
BASE
SUMMER
POINTS
GLASS .l
AREA x
SINGLE-PANE
SUMMER POINT MUL T.
CLEAR TINT2
51.0 51.5
n,2 76.6
109.2 107.1
112.9 110.3
100.2 98.3
112.9 110.3
109.2 107.1
n,2 76.6
367.7 303.3
I
I
I ADJUSTED
= GLASS
T BASE SP
I ') D a--f r.,
DOUBLE-PANE
OR SUMMER POINT MUL T.
CLEAR TINT2
47.8 43.5
71.7 63.4
102.0 87.3
104.1 89.4
90.9 78.8
104.1 89.4
102.0 87.3
71.7 63.4
324.6 238.1
">l (H~
N
NE
E
SE
S
SW
W
NW
H1
7'. (
T
~O)
..,. ~ ~I.+
db. 1-
LIO<7
~:J,v
1f~r
Z\~'"
^"T
I BASE I BASE
= ADJUST. x GLASS
T FACTOR.. j..- SUBTOTAl.
I . 1-;"17" j ~ n9, .,
T
T
Cl UNDER ATTIC I.~ (, ~ .6 ~z.. /2 f-,. C ,(, ~7_
z OR SINGLE .6
::::i
W ASSEMBLY
(,,) BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE.
a:
o
o
....I
u..
-31.8
-3.43
INFILTRATION
FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE.
T
TOTAL COMPONENT BASE SUMMER POINT~
COOLING BASE COOLING TOTAL BASE
SYSTEM x SUMMER
SYSTEM MULTIPLIER POINTS
.37 d- J 'p
HOT
WATER
SYSTEM
NUMBER
OF
BEDROOMS
.J-
10.9
T
I It;{, tit> I I
=
T .
tQ 1'7'(
AS-BUILT
HOT WATER
SYSTEM DESC.
AS-BUILT
COOLING
POINTS
(90
NUMBER
OF x
BEDROOMS
.:)...
1H = 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-
. .
ADDITIONAL TABLES
CLIMATE ZONES 4.. 5 6
6A-18 HEATING CREDIT MULTIPLIERS (HCM)
SYSTEM TYPE HEATING CREDIT MULTIPLIERS (HCMl
Attic Radiant Barrier HCM .98
Multizone HCM .95
AFUE .68-.72 .73-.77 .78-.82 .83..87 .88..92 .93 & Uo
Natural Gas HCM .61 .56 .53 .50 .47 .44
LP Gas HCM .77 .72 .67 .63 .60 .57
6A-19 COOLING CREDIT MULTIPLIERS CCM)
SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCM)
Ceilina Fans .86'
Cross Ventilation .95' 'Credit may be taken for only
Whole House Fan .95' one of these system types concurrently.
Multizone .95
Attic Radiant Barrier .95
Heat Recovery Unit
Dedicated Heat Pump
Solar
6A-21 INFilTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (SEE SECTION 606)
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
PRACTICE #1 606.1 COMPLY WITH All INFilTRATION PRESCRIPTIVES.
Windows Maximum of 0.34 CFM oer linear foot of ooerable sash crack (includes sliding glass doors),
Exterior & Adiacent Doors Maximum of 0.5 CFM per SQ. ft. of door area; solid core, wood oanel, insulated or Qlass doors onlv.
Exterior Joints & Cracks To be caulked, aasketed weatherstripped or otherwise sealed.
PRACTICE #2 606.1 COMPLY WITH #1 AND THE FOllOWING:
Exterior Walls and Floors Too olate oenetrations sealed. Infiltration barrier installed. Sole plate/floor ioint caulked or sealed.
Exterior Walls & Ceilinas Penetrations, ioints and cracks on interior surface caulked, sealed or gasketed.
Ductwork Ductwork in unconditioned space must be sealed.
Fireolaces Eauiooed with outside combustion air, doors, and flue dampers.
Exhaust Fans Eauiooed with damoers. Combustion devices see 606.1.A.2
PRACTICE #3 606.1 COMPLY WITH PRACTICES #1 AND #2 AND THE FOllOWING:
Ceilinas Infiltration barrier installed.
Interior Walls 1 op penetrations sealed or ioints & cracks on interior walls caulked sealed or gasketed.
Recessed Liahts Sealed from conditioned & insulated from ventilated attic spaces.
Ductwork Ail ductwork located in conditioned space.
Combustion Appliances Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust
by-products to outside. Combustion cooking appliances see section 606.1.A.3
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric)
or cutoff (aas) must be provided. External or built-in heat trao reauired.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heatedl. Non-commercial pools must have
a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%.
Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG.
Air Distribution System 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached,
sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned
attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in
mechanical closet.
HV AC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilinas-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11.
-6-
'WINTER CALCULATIONS
N
NE
E
SE
S
sw
W
NW
en H1
en
:5
CJ
GLASS
AREA x
.15 x
.15
COMPONENT
DESCRIPTION
EXTERIOR
:::l ADJACENT
c(
3=
AREA
[[I EXTERIOR
g ADJACENT
c
BASE
= WINTER
POINTS
1.1
1.8
5.1
4.0
.-
J CLIMATE ZONES 4 5 6
GLASS I SINGLE-PANE I DOUBLE-PANE I WINTER I AS-BUILT
AREA x WINTER POINT MUL T. OR WINTER POINT MUL T. x OVERHANG = GLASS
CLEAR TIN'r CLEAR TlN'r FACTOR (6A.10) WIN. PTS
N 9.6 9.6 5.6 6.1
NE 7.4 7.3 3.5 4.2
E t.J(.,. L - 2.2 .2.0 - 5.6 .3.6 ~ {q -\-C\
SE / -10.3 .9.7 .13.4 .10.4
S l.q:t -10.9 -10.2 -14.0 .11.0 I,oc r-543
SW , .10.3 .9.7 .13.4 -10.4
W ., I , .2.2 .2.0 - 5.6 .3.6 fA I- \ \
NW 7.4 7.3 3.5 4.2 ,
H' .32.1 .28.0 -27.0 .21.5
I
r
~
AS.BUIL T
GLASS
SUBTOTAL
COMPONENT
DESCRIPTION
AREA
~
'l.1--c
~
220
II
~ g, t-
5'- ,
~
T
CJ UNDER ATTIC I;J, L.. 0 .6 At'" 12.I~j} ,- P,~()
z OR SINGLE ' ' .6
::::i
iii ASSEMBLY .6
(.) BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING, AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE.
~
~
a: SLAB (PERIMETER J .c- ,. \ -1.9 -~~ /~7.< ,.., " ~9. Z
0 RAISED (AREA) - .2
0
....I
u..
FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE.
INFilTRATION
4.1
I I
~
s (,,f k.
T~T Al COMPONENT AS.BUll T WINTER POINTS
TOTAL COMPONENT BASE WINTER POINT~
BASE HEATING TOTAL BASE
HEATING SYSTEM x WINTER =
SYSTEM MULTIPLIER POINTS
1.1 7 D {
....I
~
o
I-
BASE
HEATING
POINTS
'7/'-
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.
SUMMER POINT MUi. TIPLIERS (SPM)
CLIMATE ZONES 4 S 6
6A-1 SUMMER OYERHANG FACTORS (SOFl FOR SINGLE AND DOUBLE PANE GLASS.
rcr OH RATIO .00-.11 .12-.17 .18-.26 .27-.35 .36-.46 .47-.57 .58- .70 .71-.83 .84-1.18 1.19-1. 72 1.73-2.73 2.74+
N 1.00 .94 .91 .87 .83 .79 .75 .72 .69 .62 .56 .50
NElNW 1.00 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36
I-a: ENV 1.00 .95 .92 .85 .78 .70 .64 .58 .52 .42 .33 .26
~o
~l SE/SW 1.00 .93 .90 .81 .72 .62 .55 .49 .42 .33 .27 .22
S 1.00 .91 .87 .77 .67 .57 .50 .45 .39 .32 .28 .25
mf I FNI::TW nit 1 It 11/. ft ?It ~It ~ Aihft l;ihft IW:fi Qihit 1Aft ?rift: +
'To select bv Ovemana Lenalh no rulrt of alass shall be more than 8 ft. below the ovemann.
6A-2 WALL SUMMER POINT MULTIPLIERS SPM
FRAME
WOOD
EXT ADJ
6.4 2.2
2.3 .8
1.9 .7
1.7 .6
1.0 .3
.6 .2
R-YALUE
0-6.9
7-10.9
11-12.9
13-18.9 .
19-25.9
26& U
STEEL
EXT ADJ
8.9 2.9
4.1 1.3
3.0 1.0
2.8 0.9
2.4 0.8
1.3 0.4
CONCRETE BLOCK1
INT. INSULATION
NORMAL WT.
EXT ADJ
2.5 .9
1.4 .7
1.0 .6
.8 .4
.4 .3
.2 .2
.1 .1
6A-3 DOOR SUMMER POINT MULTIPLIERS 6A-4 CEILING SUMMER POINT MULTIPLIERS (SPMl
DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF
R-YALUE SPM R.YALUE SPM CEILING TYPE
WOOD 7.2 2.4 19-21.9 1.1 10-10.9 3.0 R.YALUE DROPPED EXPOSED
22-25.9 .9 11-12.9 2.7 10-13.9 3.0 3.3
INSULATED 4.8 1.6 26-29.9 .7 13-18.9 2.4 14-20.9 2.0 2.1
30-37.9 .6 19-25.9 1.8 21 & Uo 1.4 1.3
38 & Uo .4 26-29.9 1.1
~ IUl
6A-S FLOOR SUMMER POINT MULTIPLIERS lSPMI
SLAB-oN-GRADE iill RAISED Iii:i:: RAISED WOO[)2
POST OR PIER STEM WALL wI UNDER
EDGE INSULATION ::ii CONCRETE Ii:.. CONSTRUCTION FLOOR INSULATION ADJ~CENT
R-YALUE SPM ::1:: R-YALUE SPM i) R-YALUE SPM SPM SPM
0-2.9 -31.9 ;i; 0-2.9 -1.0 0-6.9 0.9 -5.8 5.3
3-4.9 -31.8 I::::::: 3-4.9 -1.7 ii 7-10.9 -1.1 .2.8 2.1
5-6.9 -31.7 ii 5-6.9 -1.7 ii 11-18.9 -1.0 .2.2 1.8
7 R.lln -~11;. 1):/ 7- R. Iln- -1-7 1QR.lln -n Q :1il 1 n
SPM)
6A.7 DUCT MULTIPLIERS (DMl
INFILTRATION PRACTICE SPM RETURN DUCTS RETURN DUCTS
lSEE TABLE 6A-211 R.YALUE IN UNCONDITIONED SPACE IN CONDITIONED SPACE
PRACTICE #1 13.8 SUPPLY DUCTS IN 4.2-5.9 1.14 1.10
PRACTICE #2 10.9 6.0-6.6 1.10 1.07
7R UNCONDITIONED SPACE 6.7 & Uo 1.09 1.06
SUPPLY DUCTS IN 4.2-5.9 1.10 1.00
CONDITIONED SPACE' 6.0-6.6 1.07 1.00
R 7 ilTr;"^ 1M 1 nn
6A-S COOLING SYSTEM MULTIPLIERS lCSMI
SYSTEM TYPE COOLING SYSTEM MULTIPLIERS (CSMl
Central Units (SEER) Ratino 7.5-7.9 8.0-8.4 8.5-8.8 8.9-9.4 9.5-9.9 10.0-10.4 10.5-10.9 11.0-11.4 11.5-11.9 12.0-12.4
CSM .45 .43 .40 .38 .36 .34 .32 .31 .30 .28
PTAC & Room Units (EER) Ratina 12.5-12.9 13.0-13.4 13.5-13.9 14.0-14.4 14.5-14.9 15.0-15.4 15.5-15.9 16.0-16.4 16.5-16.9 17.0-17.4 17.5 & Uo
CSM .27 .26 .25 .24 .24 .23 .22 .21 .21 .20 .19
MINIMUMS: CENTRAL UNITS-AIR COOLED SPLIT SYSTEM 10.0 SEER. SINGLE PKG. 9.7 SEER. GROUND WATER HEAT PUMP 11.0 EER. PTAG-SEE TABLE 6-2
6A-6 INFIL TRA nON SUMMER POINT MULTIPLIERS (SPMl
6A-9 HOT WATER MULTIPLIERS lHWMI
SYSTEM TYPE HOT WATER MULTIPLIERS lHWM
Electric Resistance EF .80-.81 .82-.83 .84-.85 .86-.87 .88-.90 .91-.93 .94-.96 .97 & Uo
HWM 3879 3785 3695 3609 3527 3411 3302 3200
Natural Gas EF .43-.47 I .48-.49 I .50-.51 .52-.53 .54-.55 .56-.57 .58-.59 .60-.61 .62-.63 .64-.65 .66 & Uo
HWM 2974 I 2664 I 2558 2459 2368 2284 2205 2132 2063 1998 1938
LP Gas HWM 3638 I 3259 I 3129 3009 2897 2794 2697 2607 2523 2444 2370
1 FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOOD ASSEMBLIES SEE
SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R-VALUE NECESSARY TO PREVENT CONDENSATION.
-3.
WINTER POINT MULTIPLIERS (WPM)
".
CLIMATE ZONES . 4 S 6
6A-10 WINTER OVERHANG FACTORS (WOFl
J OH RATIO I .00-.11 I .12-.17 .18-.26 .27-.35 I .36-.46 .47-.57 .58-.70 I .71-.83 .84-1.18 1.19-1.7211.73-2.73 2.74+
SINGLE PANE GLASS
N 1.00 1.03 1.05 1.08 1.10 1.13 1.15 1.18 1.20 1.24 1.29 1.34
NE/NW 1.00 1.07 1.10 1.15 1.20 1.25 1.30 1.35 1.39 1.50 1.59 1.67
Em 1.00 .71 .57 .19 -.20 -.65 -1.05 -1.48 -2.03 -3.01 -4.06 -5.04
SE/SW 1.00 .93 .90 .80 .68 .54 .39 .22 .05 -.33 -.71 -1.01
Ga: S 1.00 .95 .92 .83 .70 .54 .36 .13 -.13 -.70 -.98 -1.09
~[ DOUBLE PANE GLASS
N 1.00 1.05 1.07 1.11 1.14 1.18 1.21 1.24 1.28 1.34 1.40 1.47
NE/NW 1.00 1.11 1.16 1.24 1.32 1.41 1.48 1.56 1.63 1.80 1.94 2.08
Em 1.00 .88 .82 .66 .50 .31 .15 -.03 -.26 -.66 -1.10 -1.50
SE/SW 1.00 .95 .92 .85 .76 .65 .54 .41 .28 -.01 -.30 -.52
S 1.00 .96 .94 .87 .78 .65 .51 .33 .13 -.30 -.51 -.60
OH LENGTH* Oft. 1 ft. 1'12 ft. 2 ft. 3ft. 3'12 ft. 4'12 ft. 5'12 ft. 6'12 ft. 9'12 ft. 14ft. 20ft.+
'TO SELECT BY OVERHANG LENGTH, NO PART OF GLASS SHALL BE MORE THAN 8 FT. BELOW THE OVERHANG.
6A-11 WALL WINTER POINT MULTIPLIERS WPM
FRAME
WOOD
EXT ADJ
6.8 5.3
2.5 2.1
2.0 1.8
1.8 1.6
1.1 1.0
.7 .7
R-V ALUE
0-6.9
7-10.9
11-12.9
13-18.9
19-25.9
26& U
STEEL
EXT ADJ
9.4 6.7
4.4 3.3
3.3 2.6
3.0 2.4
2.6 2.2
1.4 1.2
CONCRETE BLOCKt
INT. INSULATION
NORMAL WT.
EXT ADJ
6.0 3.1
3.8 2.3
2.9 1.9
2.3 1.5
1.5 1.1
.8 .7
.5 .5
6A-12 DOOR WINTER POINT MULTIPLIERS 6A-13 CEILING WINTER POINT MULTIPLIERS (WPM)
DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF
R-V ALUE WPM R-V ALUE WPM CEILING TYPE
WOOD 7.6 5.9 19-21.9 1.0 10-10.9 1.8 R-V ALUE DROPPED EXPOSED
22-25.9 .9 11-12.9 1.6 10-13.9 1.2 1.3
INSULATED 5.1 4.0 26-29.9 .7 13-18.9 1.5 14-20.9 .7 .7
30-37.9 .6 19-25.9 1.1 21 & UP .4 .3
38 & UP .4 26-29.9 .6
~o RolIn <1
6A-14 FLOOR WINTER POINT MULTIPLIERS (WPM)
SLAB-ON-GRADE 10x RAISED RAISED WOOD2
EDGE INSULATION iX CONCRETE POST OR PIER STEM WALL wI UNDER ADJACENT
CONSTRUCTION FLOOR INSULATION
R-V ALUE WPM ?i R-VALUE WPM T R-V ALUE WPM WPM WPM
0-2.9 2.5 iF'?;;; 0-2.9 4.0 T 0-6.9 7.9 1.8 5.3
3-4.9 -1.7 i';" 3-4.9 1.8 .XX 7-10.9 2.1 .7 2.1
5-6.9 -2.4 I'? 5-6.9 1.1 11-18.9 1.5 .5 1.8
~u;;- _')7 7 RolIn R 1< Hl P.lTrJ ~ ~ 10
WPM)
6A-16 DUCT MULTIPLIERS IDM)
INFILTRATION PRACTICE WPM RETURN DUCTS RETURN DUCTS
(SEE TABLE 6A-21l R-V ALUE IN UNCONDITIONED SPACE IN CONDITIONED SPACE
PRACTICE #1 6.2 SUPPLY DUCTS IN 4.2-5.9 1.14 1.10
PRACTICE #2 4.1 6.0-6.6 1.10 1.07
"" 2;:2 UNCONDITIONED SPACE 6.7 & UP 1.09 1.06
SUPPLY DUCTS IN 4.2-5.9 1.10 1.00
CONDITIONED SPACE' 6.0-6.6 1.07 1.00
67-& un 106 1nIl
6A-17 . HEATING SYSTEM MULTIPLIERS (HSMl
SySTEM TYPE HEATING SYSTEM MULTIPLIERS (HSMl
Ceotral Heat HSPF 6.40-6.79 6.80-6.89 6.90-7.39 7.40-7.89 7.90-8.39 8.40-8.89 8.9-9.39 9.4-9.89
Pump Units HSM .53 .50 .49 .46 .43 .41 .38 .36
HSPF 9.90-10.39 10.40-10.89 10.90-11.39 11.40-11.89 11.90-12.39 12.40 & UP
HSM .34 .33 .31 .30 .29 .28
PTHP COP 2.50-2.69 2.70-2.89 2.90-3.09 3.10-3.29 3.30-3.49 3.50-3.69 3.70-3.89 3.90-4.19
HSM .40 .37 .34 .32 .30 .29 .27 .26._
Electric Strio 1.0
Gas & LP Gas 1.0 (See Table 6A-18 for Credit Multiolier\
MINIMUMS: CENTRAL UNITS-AIR SOURCE SPLIT SYSTEM 6.8 HSPF, SINGLE PKG. 6.6 HSPF, WATER SOURCE 3.8 COP, GROUND WATER SOURCE 3.4 COP, PTHP SEE TABLES 6-6 TO 6-8.
6A-15 INFILTRATION WINTER POINT MULTIPLIERS (WPMl
1 FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOOD ASSEMBLIES SEE
SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R-VALUE NECESSARY TO PREVENT CONDENSATION.
-5.
/~
ARKA Y ENGINEERING,
structural
INc.
.
engIneers
August 23, 1996
Bozetech - Steve Bozeman
17804-B Jamestown Way
Lutz, Florida 33549
Re: Duplex Building - Arkay Engineering, Inc. Job #1280
Dear Steve:
This letter is to inform you that I recently visited the above
stated project to inspect some wall penetrations in the block
firewall, anchor bolt installation on gable & firewall walls and
scissor truss to gable truss connections.
The first item is the firewall penetrations; there are some
plumbing vent pipes in the firewall cavities. All of the block
cavities with the vent pipes have been poured solid with 2500 psi
concrete which in my opinion is acceptable.
Next, some of the anchor bolts placed in the top of the block
gable and firewalls were installed too deep into the poured top
course, this caused the carpenter to install some nuts recessed
into the bolted top plate. This is structurally acceptable as
installed.
Lastly, portions of the gable end wall trusses were installed with
2-16d nails through nailed into the ends of the scissor trusses
above the kitchen/breakfast nook area. The scissor trusses have
been properly anchored to the block wall with hurricane straps and
the gable truss connection is structurally adequate.
If you have any questions or require any further assistance with
this matter, please contact my office.
Sincerely,
~~~n~ering,
~~~ L.~eY,
President KjdE
Inc.
P.E.
Florida License #PE 0037296
921 Shadow Drive - Suite # 10 - Lakeland, Florida 33809
Phone: 941-853-2711 Fax: 941-853-8593
/~
ARIUY ENGINEERING, INc.
structural engineers
June 7, 1996
BOZETECH, Inc.
Post Office Box 97
San Antonio, Florida 33576
Attention: Steve Bozeman
Re: Vaulted Gable Detail on 3650 Square Foot Duplex
(Arkay Engineering, Inc. Job #1280)
Dear Steve:
This letter is to confirm our conversation regarding the truss to
block wall connection for the vaulted gable detail on the above
stated project.
The Hughes "HTA20" straps can be eliminated but the 1/2" X 8" long
j-bc;>lts MUST be spaced at 24" O.C. and the bottom chord of the
truss nailed to the 2" X 6" pressure treated plate with 16d nails
spaced at 8" O.C.
If you have any questions or require any further assistance with
this matter, please contact our office.
Sincerely,.
A~~ji~jt;~:ring. Inc.
//AA /1' uI.{
~Richard u. Ki~ey, P.E.
President
Florida License #37296
921 Shadow Drive - Suite #10 - Lakeland. Florida 33809
Phone: 941-853-2711 Fax: 941-853-8593
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CONTRACTOR #: 005219
NAME: GERALDINE V HALL
ADDR: 12816 OAK STREET
C/ST: SAN ANTONIO
C E N T R ALP E R M I T TIN G
PASCO COUNTY, FLORIDA
FL 33576
DATE: 09/:30/96
PAGE: 1 OF 1
ISSUE OFFICE: D
RECEIPT NUMBR: 00298002
OFFICE: DADE CITY
FOR: CHECK #
__ ,_ c:EERMIT,#592~-B.)
CONTRACTOR: 01.1:::.21 ';I. ----- ~.
TOTAL AMOUNT: 13.07
ACCNT COMPNY ACCOUNT CENTER AMOUNT DESCRIPTION/PERMT DATA DRICR
114 8450 - 363000 - 2 13.07 ****** SOLID WASTE FEE 60
r>
'-
RECEIVED
;
i
/.' {, - ~
B}~~Q~~\6.~.s~''''I~~~;~=/
/' .: ';-....,.
l./
--.. - -- ---.- ------ ~-- "--- ,__.___ __n_ _____~ _n___
- --~ -~- .~-- ---__ __.._.__ ---l
fJA.,.C.;.....
,~./~ -
~ -- ~.. ,---;_.~
, .:.'J, ,', ,~l. .,' ..
....~~:.....: ;':\":,?_-~':.';~~', ~J~-'1......'~"'T".';~7- -: , ....~.::'..~_~~.. -....'...~r.-~,~_._.__.~~ ....-_
PASCO COUNTY, FLORIDA
Permit No.
I-~ t-
\ .....;.
Date Permitted
Builder Name/Owner Name
,..,
',-.-......___.'i:;'
County Parcel No.
,
.:
Location
{.
,
" \
.
"Subd.
Classification/Type of Use
TRANSPORTATION IMPACT FEE CALCULATION
EXEMPT D
Rate $
Zone No.
Sq. FUU nit
Prepared By
Impact Fee Amount $
The above impact fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted
by the Board of County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy
or authority to utilize the permitted structure.
RESOURCE RECOVERY ASSESSMENT
EXEMPT D
RESIDENTIAL
\
\
\
NONRESIDENTIAL
No. Units
Gross Sq. Ft. (GSF)
Rate/ERU - 52.00/Year
or $0. 142/Day
ERU Assign No.
Assessment - (No. Units) x ($0.142)
x (No. Days)
Assessment -
(GSF) x (ERU) x (0.142) x (No. Days)
100
TOT AL FEE $
\ .
-,.
TOTAL FEE $
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
SIdgllnsp
feecal:ce
PC93113094/A