HomeMy WebLinkAbout01-0678
BUILDING PERMIT ~~
.. J
0678
. .
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
"'c
i06. -
BUILDING
106. ~~
ELECTRICAL
Date j 0 - ) 5 -0 ,
7- cP
JO -
PLUMBING
") - 0<-'
-<' S. -
MECHANICAL
r-:
Sewer Conn I' t 6. 2.?
"'7 -\. 2)-
Water Conn: Jute,_
(1) "360 r!;:
Water Meter: .( .
iI . "Ir
T.I.F.'s: ..., ~. :)
Property Owner:
1")0 -~
Zoning: Energy Code: . Radon Gas: vr. L
DescriPtion of Work 0) Co." "'"' er (.. (l' C...(.. (': c: l' <;pca.~ ~
,
(JtlilffroLlZ- /1-:200/ ,5:/9//1-. (~tJLrAJ.€'~
r:p ~~
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
Valuation or
Contract Price
"3, ~Yl.
Permit Fee "3] '10 . &.S'
c:sia~~-t~
Company
Address
. II -,:J -0, Cf8Iepho~~
c..f~~e t~~~ -Jf;:~ DQ",,; ~ W \I;,,~s
g~
City License Registration #
State Certified License#
((Y""'t."" L(;.^ \ 't-.
BUILDING 11 .
PLUMBING
19 Ii
ELECTRICAL J Y
floJJ./) 1I-,3P-pl R!l
Tp. Servo SLB ~ 1/- 4,tJ '~O 1 1> l. 'f Breakers
Rough In Tub Set Ducts Insl.
Meter Can Water _ Compres~
@1"st~P~~ //-~O'-O I KL~ Sewer 1-~.b.;1.~ ILU( Final t/ (,,-21-02-
Pool Final 6_ -=----0.:2 R<-'1
Pre-Me", ;;;--1 ytJi}. f2(y
Final"LU. -.2/-11 fj. t2 ut
Driveway pP if: 'I () 5'--1-:;--0 1J- ~(tt\ 't"f
. .' flbove <i~. S-.IS-P,).. RLl(
She......~\lI\') - I--a.t':l HJlJ,88 f
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: ,
~! .v{~~ t~..#~
a. Wrong Address Ii'" · f)~ w./..
b. Con~emned work. resulting from faulty. constr~ction. '....-..-_../ ..' ci
c. Repairs or corrections not made when Inspection called. . ~ '
d. Work not ready for inspection when called. 1/ .A..J .
e, Permit not posted on job site. '
f. Plans not at job site,
g. Work not accessible. .
Ft,. 1(1 Jb -OIR.JJ,
Pre SLB
Lintel ..?I:1-{q...()( 11-..10
FRM. /
Insul. CL /
WL
I2L'f
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
CITYOF II N O' TIC E" BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADD.ITION OR CORRECTION
DO NOT REMOVE
ADDRESS
DATE
I c> ; So rrl""n.....
PERMIT 0#
,;l-J'-l-a"Z.. D6?8
THIS JOB HAS NOT BEEN COMPLETED The fo owing additiqns or corrections shall be made before the job
. will be accepted.
,
*~O~u\ ~~)OJLo...rno't...~ ~. I(O:~ -IJ^~
t
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~~~~~~~~~
~ """-0.1 ""n-tk .k .~...{, '^" ~
t.. ;.~~J av.A ~"~,(~ ~ ~t ~-b-<>-1 CL~
~~C~~~ ~J~ ~-=-fl<~
oSb -$8' 0
)U,
3 c" - Y.
1111 unlawful for any Corpent.r, Contractor, Bulld.r, or oth.r personl. to
cov.r or caUM to be co....red, any port of th. work wllh flooring, lath. earth
or oth., material. untllth. prop.r Inlpector hal had ampl. tlm. 10 appro....
th. Inllallatlon,
. AFTER CORRECTIONS ARE MADE CAlL
788-6611 FOR RE-INSPECTION
INSPECTOR~J M-JC)
OFFICE HOURS 8 - 5 MON.-FRI.
, I
===<<<<ACES-32 Ver. 1.1>>>>=======[ 025304 ]=======<<<<C.M.F.-TRUSS>>>>=========
Custorrle:t : RYMAN-DAUGHTRY-RD.-COMPLEX Wed Dee 5 13:00:24 2001
Project #: 4647 Truss ID H02A Family # : sp,ecial
-. Span 40-0 Quantity 1 Top Pltch : 6712
==Bld~4/1/1998), v1.1 = = =========== === ====================== ========== ===== =============
. FORCES - GRAVITY LOADS REACTIONS - SIZE
1-2=-2826 7-8=-2612 9-10= 2477 2-14=-163 5-11=-345 1=-1653 8.00
2-3=-2612 8-9=-2826 10-11= 2333 3-14= 217 6-11=-330 9=-1653 8.00
3-4=-3129 11-12= 3395 3-13= 1034 7-11= 1034
4-5=-3129 12-13= 3395 4-13=-330 7-10= 217
5-6=-3129 13-14= 2333 5-13=-345 8-10=-163
6-7=-3129 14-1= 2477 5-12= 110
PROVIDE FOR 806 LBS UPLIFT AT JOINT 1 (0.49)
PROVIDE FOR 806 LBS UPLIFT AT JOINT 9 (0.49)
PROVIDE FOR 76 LBS HORIZ. REACTION AT JOINT 1
PLATE OFFSETS (X=LEFT,Y=TOP): [j12=3,2J,
. ~12
;0
/
1~4-6-12
I
4-6-12
4-5-4
14-6
5-6
29-9
5-6
25-6
5-6
31-9
5-6
35-5-4 1-9
I I I I
4-5-4 4-6-12
3X6 SPL.
4X8 1X4 3X8 1X4 4X8
1X4 3 4 5 6 7 1X4
4~6 4~6
~. .~
14
3X4
13
3X8
12
5X6
11
3X8
19
3X4
9-9 14-6 29-9 25-6 I 31-9 49-9
9-9 I 5-6 I 5-6 5-6 5-6 9-9
L. HL TO PK:I0-0-12 R. HL TO PK :10-0-12
LEFT HEIGHT:0-4-3 SPAN:40-0 RISE:4-10-3 RIGHT HEIGHT:0-4-3
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 3-4=0.591 TOP CHORD:2X4 No.2 19 SP
TOP 20 10 BOTT 12-13=0.764 BOT CHORD:2X4 No.2 19 SP
BOTT 0 10 LL.DEFL.@12=0.23 < L/240 WEBS :2X4 NO.3 19 SP
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING: 24.0 in. o. e.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 10 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC).
DEFLECTION(IN.) L.L= 0.23,D.L=0.23,T.L=0.46
PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, SSBC,ANSI/TPI-95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
~
DEe 1 22001
===<<<<ACES-32 Ver. 1.1>>>>=======[ 025303 J=======<<<<C.M.F.-TRUSS>>>>=========
Customer: RYMAN-DAUGHTRY-RD.-COMPLEX Wed Dec 5 12:58:18 2001
Project #: 4647 Truss ID : HOIA Family # : sp,ec.
Span : 40-0 B.Span: 0-0 Quant. : 3 Top Pltch : 6/'12
==Bld(4/1/1998) ,v1.1 ================== ==================== ========= ================ ===
FORCES - LOAD CASE #1 REACTIONS - SIZE
2-14= 167 5-11=-1219 1=-3526 8.00
3-14= 709 6-11=-878 9=-3526 8.00
3-13= 3656 7-11= 3656
4-13=-878 7-10= 709
5-13=-1219 8-10= 167
5-12= 293
1-2=-6673
2-3=-6674
3-4=-9164
4-5=-9164
5-6=-9164
6-7=-9164
7-8=-6674
8-9=-6673
9-10= 5809
10-11= 5958
11-12= 10233
12-13= 10233
13-14= 5958
14-1= 5809
PROVIOE FOR 1996 LBS UPLIFT AT JOINT 1 (0.57)
PROVIDE FOR 1996 LBS UPLIFT AT JOINT 9 (0.57)
PROVIDE FOR 59 LBS HORIZ. REACTION AT JOINT 1
PLATE OFFSETS (X=LEFT,Y=TOP):[j12=3,2J,
1-93-6
1 I
3-6
7-9
1
3-6
13-6
6-6
29-9
6-6
26-6
6-6
33-9
6-6
36-6 49-9 11-1 9
I I
3-6 3-6
3X6 SPL.
4X8 3X4 4X8 3X4 4X8
3 X4 3 4 5 6 7 3X4
3~5~~~3~5
~. .~
14
4X5
13
4X8
12
5X6
11
4X8
19
4X5
7-9 13-6 29-9 26-6 33-9 49-9
7-9 6-6 6-6 6-6 6-6 7-9
L. HL TO PK:7-9-15 R. HL TO PK :7-9-15
LEFT HEIGHT:0-4-3 SPAN:40-0 RISE:3-10-3 RIGHT HEIGHT:0-4-3
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 3-4=0.805 TOP CHORD:2X4 No.2 19 SP
TOP 20 10 BOTT 11-12=0.796 BOT CHORD:2X4 No.2 19 SP
BOTT 0 10 LL.DEFL.@12=0.27 < L/240 WEBS :2X4 No.3 19 SP
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
SPACING: 24.0 in. o. c.
REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 3
LOADING STRESS INCREASE LOADING PANEL(PLF) I JOINTS(LBS)
LUMBER PLATE TYPE
1.25 1.25 UNIFORM 1- 3= 60 3- 7= 135 7- 9= 60
CONCENTRATED 10= 572 14= 572
9-10= 20 10-14= 45 14- 1= 20
3 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.)
For Webs use 1 ROW of NAILS 12 in. o.c.
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 10 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC).
DEFLECTION(IN.) L.L= 0.27,D.L=0.27,T.L=0.54
PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, SSBC,ANSI/TPI-95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
~
DEe 1 22001
===<<<~ACES-32 Ver. 1.1>>>>=======[ 025305 ]=======<<<<C.M.F.-TRUSS>>>>=========
.Cus'torher : RYMAN-DAUGHTRY-RD. -COMPLEX Wed Dec 5 13: 01: 21 2001
Project #: 4647 Truss ID H03A Family # : sp,ecial
Span 40-0 Quantity 1 Top Pltch : 6712
. = =Bld(4/1/1998), v1.1 == ======== ======= ====== = == ================================ ==== = = ==
FORCES - GRAVITY LOADS REACTIONS - SIZE
2-14= 107 6-12= 290 1=-1653 8.00
2-13=-370 6-11=-637 9=-1653 8.00
3-13= 807 7-11= 807
4-13=-637 8-11=-370
4-12= 290 8-10= 107
5-12=-270
1-2=-2876
2-3=-2464
3-4=-2201
4-5=-2784
5-6=-2784
6-7=-2201
7-8=-2464
8-9=-2876
9-10= 2531
10-11= 2531
11-12= 2602
12-13= 2602
13-14= 2531
14-1= 2531
PROVIDE FOR 795 LBS UPLIFT AT JOINT 1 (0.48)
PROVIDE FOR 795 LBS UPLIFT AT JOINT 9 (0.48)
PROVIDE FOR 93 LBS HORIZ. REACTION AT JOINT 1
PLATE OFFSETS (X=LEFT,Y=TOP): [j12=4,2J,
1;:.ft 5-6
5-6
11-9
5-6
15-6
I
4-6
29-9
I
4-6
24-6
I
4-6
29-9
I
4-6
34-6
5-6
49-9
5-6
1-9
I I
4X4 3X4 1X4 3X4 4X4
34567
3~43;4
4X6 4X6
1 9
0;:;::;::. .::::::.
14
1X4
13
3X8
12
5X8
11
3X8
19
1X4
5-6 11-9 29-9 29-9 34-6 49-9
I 5-6 5-6 9-9 9-9 5-6 I 5-6
L. HL TO PK:12-3-9 R. HL TO PK :12-3-9
LEFT HEIGHT:0-4-3 SPAN:40-0 RISE:5-10-3 RIGHT HEIGHT:0-4-3
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 8-9=0.602 TOP CHORD:2X4 NO.2 19 SP
TOP 20 10 BOTT 11-12=0.849 BOT CHORD:2X4 No.2 19 SP
BOTT 0 10 LL.DEFL.@12=0.19 < L/240 WEBS :2X4 No.3 19 SP
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING: 24.0 in. o. c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 10 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC).
DEFLECTION(IN.) L.L= 0.19,D.L=0.19,T.L=0.37
PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, SSBC,ANSI/TPI-95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
~
DEe 1 22001
===<<<<~CES-32 Ver. 1.1>>>>=======[ 025306 ]=======<<<<C.M.F.-TRUSS>>>>=========
~ustomer : RYMAN-DAUGHTRY-RD.-COMPLEX Wed Dee 5 13:04:00 2001
Project #: 4647 Truss ID H13 Family # : sp,ecial
Span 40-0 Quantity 1 Top Pltch : 6/12
= =Bld(4/1/1998), v1. 1 = = == = = = = = == = = = = = == = === = = = = = = = == = = = = = == = = = = = = = = == = = = = = = = = = = = = = = = = = =
FORCES - GRAVITY LOADS REACTIONS - SIZE
2-12= 130 5-9= 396 7=-1680 8.00
2-11=-560 6-9=-560 1=-1680 8.00
3-11= 396 6-8= 130
3-10= 410
4-10=-420
5-10= 410
1-2=-2953
2-3=-2396
3-4=-2440
4-5=-2440
5-6=-2396
6-7=-2953
7-8= 2635
8-9= 2635
9-10= 2141
10-11= 2141
11-12= 2635
12-1= 2635
PROVIDE FOR 794 LBS UPLIFT AT JOINT 7 (0.47)
PROVIDE FOR 794 LBS UPLIFT AT JOINT 1 (0.47)
PROVIDE FOR 110 LBS HORIZ. REACTION AT JOINT 7
PLATE OFFSETS (X=LEFT,Y=TOP): [j10=4,2J,
1-06-8
I I
6-8
13-0
6-4
20-0
7-0
27-0
7-0
33-4
6-4
40-0
6-8
1-0
I I
4X8 1X4 4X8
345
4~~N~.:~6
12
1X4
11
3X4
10
5X8
9
3X4
8
1X4
6-8 13-0 20-0 27-0 33-4 40-0
6-8 6-4 7-0 7-0 6-4 6-8
L. HL TO PK:14-6-7 R. HL TO PK :14-6-7
LEFT HEIGHT:0-4-3 SPAN:40-0 RISE:6-10-3 RIGHT HEIGHT:0-4-3
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP 3-4=0.870 TOP CHORD:2X4 NO.1 19 SP
TOP 20 10 BOTT 11-12=0.689 BOT CHORD:2X4 NO.2 19 SP
BOTT 0 10 LL.DEFL.@10=0.17 < L/240 WEBS :2X4 No.3 19 SP
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING: 24.0 in. o. e.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
WEB 3-10; 5-10 BRACED at 1/2 POINTS AS SHOWN ABOVE
Note:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c
TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 10 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC).
DEFLECTION(IN.) L.L= 0.17,D.L=0.17,T.L=0.35
PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, SSBC,ANSI/TPI-95
THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.
~
DEe 1 22001
~~~, 'J~I
Commercial Division
License # CB C035134
02-15-01
City of Zephryhills
Attn: Bill Burgess
Re: 38056 &38058 Daughtery Rd.
Permit # 0678
Bill,
We have a few changes to the above referenced project as follows:
1. This building will have an occupancy of 1 business.
2. The ceilings will be changed from drywall to suspended acoustical ceilings.
3. The west closet is re-designated as the mechanical room. There will be a reduction of
2 panels to 1.
4. We will have a letter from the truss plant on engineering for bottom cords.
~~~ ---
KevIn Ryman
Ryman Construction, Inc.
37325 SR 54. Zephyrhills, Florida 33541 . Telephone; 813/782-0825 . Fax; 813/788-6773
Email: rymanhomes@aol.com
.fES, 21 .2002 2 ; 56Fi-j
I , I,:
i~.,,-.~r-ii"!\....
.;, .'
.' T.' .~. C.HEIL\L
~ice_dprobiona1 Bnp.er.
.. . . 53'1 S. S.R. 434
. :A1tamomeSp$g, FL 32714
Phone (401) '521-5'57
. . Fax . (4071521 ~S434
P. .8. 0040748
. .
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....act: eMF Trui J.bff4641' ::.
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'. '. .r.~P.P~~ ~n, WiD.b. '.Id f~r :eil~. Job i_It.. 01 CiryWaU nib. 'or aU mlale. ""
'. ....~Oia.cJaord p_~ IIplced....3'.,O~C. .
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Fee 19 02 09:07a
R~man Homes
8137886773
p.2
.<'~ ~, 1~,
Commercial Division
License I: CB C035134
02-15-01
City of Zephryhills
Attn: Bill Burgess
Re: 38056 &38058 Daughtery Rd.
Permit # 0678
Bill,
We have a few changes to the above referenced project as follows:
1. This building will have an occupancy of 1 business.
2. The ceilings will be changed from drywall to suspended acoustical ceilings.
3. The west closet is fe-designated as the mechanical room. There will be a reduction of
2 panels to 1.
4. We will have a letter from the truss plant on engineering for bottom cords.
s~
~ --------
KevIn Ryman
Ryman Construction, Inc.
37325 SR 54. ZephyrhilIs, Florida 33541 . Telephone: 813/782-0825 . Fax: 813/788-6773
EmaiI: rymanhomes@aol.com
CITYOF II N OT ICE" BUILDING
ZEPHYRHILLS DEPARTMENT
OF ADD.ITION OR CORRECTION
/ 00
0; A-~,
DO NOT REMOVE
ADDRESS PERMIT +
051.> Pf\\J (rltfT3bt ~). 17 a 2.- Ob 7~
THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job
. will be accepted.
2'1 ~)fi. 51~.L~ ~Ii ~'l~b ~u SIVi'.: (.ulrt~) 411 JIPA:
1\)<\,\ <)U;.-J~~h..D 1J~~u~\-\, ' I
/-f", ~'P r;. ;~lA. ~h~\Jh ~~D\.lT~ pFuC 5ym)AtI) 14<-. ()
'- Uy_~ M-- S _ F-f ntCT~
(Oj~:-r- L~'\b. 'S'hL\..l"\L<;. I f 1~ ~L I~'t ~l.JILY"'~\
II ia unlawful for any Carpenter, Cantractor, Builder, or other persona, to
cover or cauae to be covered. any part of Ihe work with flooring, lalh, earth
or other material. until the proper Inapector haa had ample lime to approve
the Inatallallon.
. AFTER CORRECTIONS ARE MADE CAlL
788-6611 FOR RE-INSPECTION
INSPECTOR f~-tf-'.<6-\>
OfFICE HOURS 8 - 5 MON.-FRI.
. --'-." YRH'lLS
IINor/CE"
OF ADDITION OR CORRECTION
I.
. .
BUILDINQ
DEPARTMENT
/0,'
DATE PERMIT ."
/ / - ~ 7-0 / 0 ~ ?
THIS JOB HAS NOT BEEN COMPlETED. he fol/owing odditlons or corrections shol/ be mOde before the job
will be accepted.
~
~
'"Iawt" f~ On, eo....".,. Conf"",~. ..,..... ~ .'h., ,,_. "
'~~- ".. '.'-. On''''.f 'h...... ~I~ ""","~ Io'h._
,., ......w~,. ~'" 'h. ""'-'"_,~ ho. hOd _pl. "01. ~ Op",~.
.'ol/Ol/Oll.
~ HOURS 8 - 5 MON._FRI,
. AFTER CORRECTIONS ARE MADE CALL
788-667 7 FOR RE-INSPECTION
INSPECTOR
, ,
CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADDITION OR CORRECTION
BUILD'INO
DEPARTMENT
1(j,'32~
I ADDRESS DATE PERMIT + I
~S(o ~ Rd., //-/10-01 G(01~
THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job
. will be accepted.
Clll.J\D.I"Pf..!:l. .1J..~ k 6fC:c.. ~
t)Ul~A"l~J>_ b ,~)~-to.-]>-L ~j uI>11J D~
/
DO NOT REMOVE
It la unlawful for any Carpenter, Cantractor, Builder, or other persona, 10
cover or cauae to be covered. any part of the work with flooring, lath, earth
or other material, unlllthe proper inapeclor haa had ample lime 10 approve
,he Ina.allallon.
. AFTER CORRECTIONS ARE MADE CALL
788-66~~EcrION
INSPECTOR
~-
OfFICE HOURS 8 . 5 MON.-FRI.
~~ ~,'lHe,
Commercial Division
License # CB C035134
11-13-01
CITY OF ZEPHYRHILLS
RE: PERMIT # 0678
TO WHOM IT MAY CONCERN:
RYMAN CONSTRUCTION WOULD LIKE TO REMOVE EAST PASCO ELECTRIC
FROM THIS PERMIT AND ADD CARLYLE ELECTRIC.
CTION, INC.
11-/3-o!
"6....10 Angela l Helms
*Ir *My Commission CC800247
;;J::;;J;2003~
37325 SR 54. Zephyrhills, Florida 33541 . Telephone: 813/782-0825 . Fax: 813/788-6773
Email: rymanhomes@aol.com
l-1.
e'fJ
~:a.:u.'iOF ~E~~1'
BUILDING DEPlltlfittNT
DATE RECEIVED 9 - /g- 0 (
PLANS REVIEW FEE-- -...
,
. y (1 e\
OWNER'SNAMEJ{fuI0 ~~'1~
JOB ADDRESS <\J~ ...,
"--
PHONE li~ - <18' 2 'oe.Rs'
& c?D5t. .t' 'S go 5 8
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID # Dc;) ...Q.Co ..~, - (9{')lO -OcfY)() - ooSO (OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: ~ CONSTRUCTION 0 ADDITION DALTERATION 0 REPAIR 0 INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FM,lILY DWELLING
~RCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
~
DESCRIPTION OF
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
WORK -"6 ~\.cD~ ~0-<J2...
40)<.60 SQUARE FOOTAGE~
BUILDING SIZE
o
HEIGHT ~......-
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
& (1) SET ENERGY FORMS.
FORMS.
~ r~~r1r
~ ~._.- 5245
~ILDING
~TRICAL
~BING
$ <6 \,2...00
ZOO
VALUATION OF TOTAL CONSTR~'-"-'-
AMP SERVICE rn--FLORIDA POWER 0 W.R.E.C.
~CHANICAL
$
4000
VALUATION OF MECHANCIAL INSTALLATION
o OTHER
o GAS
o ROOFING
o SPECIALTY
TYPE OF CONSTRUCTION:~ BLOCK
FINISHED FLOOR ELEVATIONS
o FRAME
o STEEL
o OTHER
IS PROJECT IN FLOOD ZONE AREAD YES
XNO
Bm~
~. STATE CERT OR REGIST # C'BC-035J ~L1
SIGNAT ~ CITY PROCESSING # 274
......~..~' .....................................................
~ fJl/f.ilJr ,E:I.,arr;~6~
BLBCTRJ:CIAH ~ . COMPANY.
... ., , - STATE CER OR R 1ST #
SIGNATURE %., _-- ~n __ . CITY PROCESSING #
**********************************************************
COMPANYRYMAN CONl!TRYCTION, HTe
PLOMBER
SIGNATURE~~
**********~*******************************************************
COMPANY. ~ lu..n~ c:: r- n c:: n 1>T1) n / ("1
STATE CERT OR REGIST # CAC-043498
CITY PROCESSING # /7
COMPANY DENNI5 1"1ILl.I.AW5
STATE CERT OR REGIST # RF-05260
CITY PROCESSING # I($f~
HBCBAm~ ~
SIGNATUR .. ~ /.
*****************************************************************
SIGNAT
COMPANY RYMAN r.ONS'T'RUr.'I'TON. TNC.
STATE CERT OR REGIST # RC-0061648
CITY PROCESSING # d2/J'~
OTHER
**************************************************
""".""""-'...-........ ~ """.._...... .>oJ.... J... J..J.I.\.4-.I........... ,J, -..J.. "- ...l...~J.... ~ ......-
A., NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have. the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractar wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described aocument and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Manpgement District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit 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 permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, ,or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
~~ OroAGENT -~m.:cTO;;-
STATE OF FLORIDAfl,j)/ /)/1/-'" STATE OF FLORIDA O""d!--Q
COUNTY OF ~L/\...,J COUNTY OF ---fU-
The foregoing. instrument 'was acknowledged / The foregoing instr'ument wa~ aCk,.owledged:vY\!
BeforE:) me this ~daY of;jjJ;- , l:WJI Before me this day of .J€f/ - ,:t'9.~
by l~j)!l1 ~.n~ by
(name of pers acknowledged)
~who is personally known to me, or $kho
of identification)
take an oath.
Dwho has produced
(type of identification)
and who Ddid (kplid not take an oath
0fFn~ f}p~
Signatur of p'~o~.g~~ acknowledgment
~~"
*U'*MY Cml1mlSSlon CC800247
~ .."". i=vpil'AC. I~nlj~q' 1. ?nn~
Name typed, pr~nted or stamped
Dwho has produced
(type
~did no
f peJ~r.t~~~iiSlo~cc~n>~tedgement
'\".....,l Expires January 3, 2003
Name typed, printed or stamped
J' .fl (1.,~.f( r:-o fL-
u '"":::- u~ \
',Ji~'
tl '&','i--
0v'iLlI.fU.~. ,~.
'p"".~ p t2 ',\ \
hJJ
J. 01
{oI't'..':J J. ".Il./!",.,..v
/J'Pi. J
Ryman Construction
38056 Daughtery Rd.
SQ. FEET PRICE
MAIN OR LIVING: 1,957 $ 55.00
OTHER AREA UNDER ROOF: 97 $ 20.00
PAVING: 5,138 $ 0.85
VALUATION $ 113,942.30
FEE SHEET $ 512.00
ADDRESS $ 40.00
DRIVEWAY $ -
BUILDING: $ 808.00
CREDIT: $ -
BUILDING LESS CREDIT: $ 808.00
ELECTRICAL: $ 106.44
PLUMBING: $ 30.00
MECHANICAL: $ 25.00
RADON: $ 20.54
TOTAL $ 989.98
SEWER: $ 1,118.25
WATER: $ 306.25
IRRIGATION: $ -
TOTAL: $ 1,424.50
(2) 3/4' WATER METERS: $ 360.00
IRRIGATION METER $
I
I
SUB-TOTAL $
2,774.481
SIPS'I $
97.5% $
2.5% $
- I
'-I f'. ~r
"/5\. 1j
4. ~
- TI F'S: $ 1,936.35
99% $ 1,916.99
1% $ 19.36
TOTAL: $
~.I Ift.1t? 1
"5210. f5'3
NOTICE OF COMMENCEMENT
, ,
111111111111 11I1I11I1III11I 11111 1I1I11I1111II11 1111111111111
2001144321
Rcpt: 536567
DS: 0.00
10/16/01
Rec: 6.00
IT: 0 . 00
Dpty Clerk
, j uf;6dt7l- (W I. ~d-
STATE OF FLORIDA )
COUNTY OF PASCO )
THE undersigned, as Owner, notifies all parties that improvements will be made to certain real property,
and in accordance with Section 713.13, Florida Statutes, the following information is stated in the Notice of
Commenc~ment:
DESCRIPTION OF PROPERTY: Commence at the NE corner of the NW 1/4 of the NW 1/4 of the
NW 1/4 of Section 2, Township 26 South, Range 21 East, thence
run West, along the North line of said Section 2,100 feet, thence
South, parallel with the East line of said NW 1/4 of NW 1/4 of NW
1/4, 25 feet for a POINT OF BEGINNING, thence continue South
200 feet, thence West, parallel with the North line of said Section 2,
50 feet, thence North 200 feet, thence East 50 feet to the POINT OF
BEGINNING, Pasco County, Florida.
JED PITTMAN1 PASCO COUNTY CLERK
GENERAL DESCRIPTION OF IMPROVEMENTS: CIB 10/16/01 0~:39pm 1 of 1
OR BK 4748 PG 817
OWNER AND OWNER'S ADDRESS: Kevin L. & Tammy L. Ryman
37325 SR 54 West
Zephyrhills, FI33541
OWNER'S INTEREST IN THE PROPERTY DESCRIBED AS: Simple
CONTRACTORS AND CONTRACTOR'S ADDRESS: Ryman Construction, Inc.
37325 ST 54 West
Zephyrhills, FI33541
SURETY (if any) and SURETY ADDRESS: N/A
AMOUNT OF BOND: $ N/A
NAME AND ADDRESS OF LENDER, IF ANY, MAKING A LOAN FOR CONSTRUCTION OF THE
IMPROVEMENTS:
Community National Bank of Pasco County
Post Office Box 639
Zephyrhills, Florida 33539
NAME OF PERSON WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM
NOTICES OR OTHER DOCUMENTS MAYBE SERVED:
Community National Bank of Pasco County
Post Office Box 639
Zephyrhills, Florida 33539
IN ADDITION, OWNER DESIGNA TES THE FOLLOWING PERSON TO RECEIVE A COPY OF THE
LIENOR'S NOTICE AS PROVIDED IN SECTION 713.13, FLORIDA STATUTES:
Community National Bank
of Pasco County
Post Office Box 639
Zephyrhills, Florida 33539
Larry Hersch
Attorney at Law
Post Office Box 1046
Dade City, Florida 34297-1046
EXPIRA TION DATE: October 15. 2002
Kevin L. Ryman & Tammy L. Ryman
STATE OF FLORIDA
COUNTY OF PASCO
The foregoing.inStrumeRt Was acknowledged before me this 15th day of October 2001, by Kevin L.
Ryman & Tammy L. Ryman who &s.;p~onal')' known to me or who produced
!. as iclenti~tion, and who did/did not take oath.
Witness my haridandnmclal,seal ~ the County and State last aforesaid this ISh, day of October
2001.
~. ..~\lii~'. . ~A1SECHA~ ' ..
[*{ ;.{ MY COMMISSION' cc 923979
~~&~i EXPIRES: JUv 31,2004
. "FIf.,~., lIooded ThIll NoWy PuIIIc U.........
D~:'~CW/!tLS
~
Ryman Construction Inc.
eBe # 035134
9-11-01
To: City of Zephyrhills
Bill Burgess
Building Department
Re: Ryman Construction Office
Mr. Burgess,
Enclosed you will find 3 sets of sealed plans for new office/ professional space I wish to build. The site plan has
gone through site plan review as you know and I have not included any additional site plans. If you need addi-
tional copies of than item I will be happy to forward those to you right away. Thanks for your attention to this
matter and I look forward to having an office in the city. As always, I appreciate the help of City of Zephyr hills,
and the Building Department.
Thanks,
...... L.---
.'\....,~_.
Kevin and Tammy Ryman
37325 S.R. 54 W. · Zephyrhills, Florida 33541
(813) 782-0825 · FAX (813) 788-6773
989907
~
E3
'I
PERFORMANCE BUSINESS PRODUCTS, INC. 813-719-8008 FAX 813-719-7919
CITY OF ZEPHYRHILlS
ZEPHYRHILLS, FLORIDA
WATER ACCT. NO.
DATE
IO/2';!o,
~~i:~ Jl~^q~ LO,l\5f.
J7~ 5.t'i!i 0.
. ,dIlj ( a a FL 935-1/
SERVICE ADDRESS ~i05 8 D,,4.~ it-k.ry RI.
o 0[ WATER
MAILING
SHUT OFF SERVICE
TURN ON SERVICE J4
INSTALL METER JZ'
READ METER 0
CHECK METER 0
OTHER 0
o SEWER
o GARBAGE
~ IN CITY
o OUT CITY
-L No. OF UNITS
_ DEPOSIT AMOUNT
_ AMOUNT LAST BIll
S /'-1 If ~+if fVl e,fer
c::-.-. ---...
_ DATE
_ MISC. CHARGE
WORK COMPlETED BY
& DATE COMPlETED
ORDER TAKEN BY
I'D /1S/0 I
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Dept. to sign yellow form & return to offICe.
989907
It:;'J;&
EJ
PERFORMANCE BUSINESS PRODUCTS, INC. 813-719-8008 FAX 813-719-7919
CITY OF ZEPHYRHlllS
ZEPHYRHILLS, FLORIDA
, WATER ACCT. NO.
DATE lo-2~,OI
OWNER/ 0 ( I
RENTER -J..yVV'Q.,.... eM S-~.
MAIUNG ~ ~ ?)~uJ.
. . 'd.~ . -~~ : . 339-11
SERVICE ADDRESS ~ 1 0 ~" D Ct ~" h~e/' r (&1.
1'r WATER
o
SHUT OFF SERVICE
TURN ON SERVICE.
~
J&
o SEWER
INSTALL METER
o GARBAGE
READ METER
o
~ IN CITY
CHECK METER
o
o OUT CITY .-
~ No. OF UNITS
OTHER
o
_ DEPOSIT AMOUNT
--s/t I, W~~~r 1'1~
_ AMOUNT LAST BILL
_ DAlE
_ MISC. CHARGE
WORK COMPLETED BY
& DATE COMPLETED
ORDER TAKEN BY
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Oept. to sign yellow form & return to office.
~.
~~
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9
The higher the score, the more efficient the home.
1. New construction or existing
2. Single family or multi-family
3. Number of units, ifmulti-family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (~)
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SClSHGC .. single pane
d. Tint/other SClSHGC - double pane
8. Floor types
a. Slab-On-Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Frame. Wood, Exterior
b. N/A
c, N/A
d, N/A
e, N/A
10. Ceiling types
a, Under Attic
:tI b. N/A
c, N/A
11, Ducts
a. Sup; Unc. Ret: Unc. AH: Attic
b. N/A
New
Single family
1
4
No
1957 if
210.0 ft2
0.0 ft2
0.0 ft2
0.0 ft2
R=Q,O, 185.0(p) ft
R=13.0. 1480.0 ft2
R=30.0, 2054.0 ft2
Sup. R=6.0, 220.0 ft
,.. .
12. Cooling systems
a. Central Unit
Cap; 24.0 kBtuIbr
SEER: 11.00
Cap: 24.0 kBtuIbr
SEER: 11.00
b. Central Unit
c. N/A
13, Heating systems
a. Electric Heat Pump
Cap: 24.0 kBtuIbr
HSPF: 7.20
Cap: 24.0 kBtuIbr
HSPF: 7.20
b. Electric Heat Pump
c, N/A
14. Hot water systems
a. Electric Resistance
Cap: 40.0 gallons
EF: 0,97
b. N/A
c. ConllelVation credits
(HR-Heat recovery, Solar
DHP-Dodicated heat pump)
15. HVACcredits
(CF-ceiling fan, CV-Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
RB-Attic radiant barrier,
MZ-C-Multizone cooling.
MZ-H-Multizone heating)
I certifY that this home bas complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. OtheIWise, a new EPL Display Card will be completed
based on installed ~
Builder Si~
Address of New Home~l.. ~ 0
Date:~
City/FLZiP:4~~~~ ~
*NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program.
This is not a Building Energy Rating.lfyour score is 80 or greater (or 86 for a US EPAlDOE EnergyStJ}l designation),
your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.ftec.ucf.edufor
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-/824.
EnefgyGauge@ (Version: FLRCNA-200)
FORM 6,OOA-97
Code Compliance Checklist
Whole Building Performance Method A - Details
I ADDRESS:" ,
6A-21 INFilTRATION REDUCTION COMPLIANCE CHECKLIST
PERMIT #:
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfmlsa.ft. window area' .5 cfmlsa,ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrlp or seal between: windOW$ldoors & frames, surrounding wall;
foundation & wan sole or sill plate; joints between exterior wall panels at comers; utifrty
penetrations; between wall panels & toplbottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous Infiltration barrier is installed that extends
from and is sealed to the foundation to. the too DIat&.
Floors 606.1.ABC.1.2.2 Penetrations/openings >118" seaJed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier Is Installed that Is sealed
to the oerimeter D9Mtratlons and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top plate;
attic access, EXCEPTION: Frame ceilings where a continuous Infiltration barrier Is
Installed that Is sealed at the cerimeter at cenetratlons and seams.
Recessed Lighting Fixtures 606,1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, Installed Inside a
sealed box with 112" clearance & 3" from Insulation; or Type IC rated with < 2,0 cfm from
conditioned soace tested.
Muitl-storv Houses 606,1,ABC.1.2.5 Air barrier on oerlmeter of floor cavitY between floors,
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air,
41
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded bv all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements In Table 6-12. Switch or clearly marked circuit
breaker (electric) or cutoff (aas) must be Drovlded. External or built-In heat tnm rlKlulred.
SWimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated), Non-commerclal pools
" must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficlencv of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 aallons Der minute at 80 PSIG.
Air Distribution Systems 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: R-6 min. Insulation.
HVAC Controls 607,1 SeDarate readilv accessible manual or automatic thermostat for each sYStem,
Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGauge™ DCA Form 6OOA-97
~ergyGaugeGDIFlaReS'97 FLRCNA-200
. .
FORM 600A...97
WATER HEATING & CODE COMPLIANCE STATUS
Whole Building Performance Method A - Details
J ADDRESS:...
PERMIT #:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 40,0 0.97 4 1.00 2326,10 1.00 9304.4
As-Built Total: 8304.4
.
CODE COMPLIANCE STATUS
BASE AS-BUlL T
Cooling + Heating. + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
147'12.8 5511.0 10256.0 30479.8 12098.0 3341.2 9304.4 24743.6
I
PASS
I
off
EnergyGauge'"" DCA Form 6OOA-97
~
FORM 6.00A-97
I ADDRESS:",
BASE
WINTER CALCULATIONS
-- \Nhole Building Performance Method A - Details
GLASS TYPES
.18 X Conditioned X BWPM = Points
Floor Area Type/SC
.18
1867.0
4.78
1687 .2
Single, Clear
Single, Clear
Single, Clear
Single, Clear
As-Built Total:
WAlL TYPES Area X BWPM = Paints Type
AdajCtlnt
exterior
Base Total:
0.0
1480,0
1480.0
0.0
2,00
PERMIT #:
AS-BUlL T
Overhang
Omt Len Hgt Area X WPM X WOF = Points
N 1,0 8.0
N 6.0 8.0
W 1.0 5.0
E 1.0 5.0
37.4
16.5
78.1
78.1
210.0
12.32
12.32
10.74
9.96
DOOR TYPES Area X BWPM = Points Type
Adjacent
exterior
Base Total:
1.00
0.99
1,01
1,01
459.6
201.5
843.0
787.1
2281.2
13,0
1480.0
R-Value Area X WPM = Points
0.0 Fram., Wood, exterior
2960,0
2860.0 As-Built Total:
0.0
42.0
42.0
0,00
5.10
0.0 Exterior Insulated
214.2 exterior Insulated
214.2 As-Built Total:
. ~ undE;i- Attic
CEILING TYPESArea X BWPM = Points Type
Base Total:
1957.0
1917.0
0.60
1174.2 Under Attic
1174.2 As-Built Total:
FLOOR TYPES Area X BWPM = Paints Type
Slab
Raised
Base Total:
185.0(p)
0.0
-1.9
0.00
1480.0
1.80
2664.0
Area X WPM = Points
2664.0
21,0
21.0
42.0
5.10
5.10
107.1
107.1
214.2
30.0
R-Value Area X WPM = Points
2054.0
2OM.O
0.60
1232.4
1232A
0.0
185.0(p)
R-Value Area X WPM = Points
-351.5 Slab-On-Grade Edge Insulation
0.0
-361.6 As-Built Total:
INFILTRATION Area X BWPM = Paints
; ;~\.
1957.0
,,(),28
-548.0
2.50
462,5
1957.0
Area X WPM = Points
482.6
-0.28
-548.0
Winter Base Points: 5136.1 Winter As-Built Points: 6316.4
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
5136.1
1.0730
5511.0
EnergyGauge'tlol DCA Form 6OOA-97
6316.4
6316.4
6316.4
...
...
0,500
0.500
1.00
1.116
1.116
1.116
0.474
0.474
0.474
1,000
1.000
1.000
1670.6
1670.6
3341.2
FORM ebOA-97
SUMMER CALCULATIONS
Whole Building Performance Method A - Details
I ADDRESS: I I I
PERMIT #:
BASE AS-BUlL T
GLASS TYPES
.18 X Conditioned .X BSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points
.18 1957.0 42.08 14822.2 Single, Clear N 1.0 8.0 37.4 27.96 0.99 1034,8
Single, Clear N 6,0 8.0 16,5 27,96 o,n 353,9
Single, Clear W 1.0 5.0 78,1 53.47 0.95 3964.5
Single, Clear E 1.0 5.0 78.1 59,31 0.95 4399.7
As-Built Total: 210.0 9752.9
WAlL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 13.0 1480,0 1.70 2516.0
Exterior 1480.0 1.90 2812.0
Base Total: 1480.0 2812.0 As-Bullt Total: 1480.0 2518.0
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0,0 0.00 0,0 Exterior Insulated 21.0 4.80 100,8
Exterior 42.0 4.80 201.6 Exterior Insulated 21.0 4,80 100.8
!
Base ,Total: 42.0 201.6 As-Built Total: 42.0 201.6
CEIUNG TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
~. 1957.0 0.60 1174.2 Under Attic 30.0 2054.0 0.60 1232.4
Under Attic
Base Total: 1967.0 1174.2 As-Built Total: 2014.0 1232A
FLOOR TYPES Area X BSPM = Points Type RNalue Area X SPM = Points
..
Slab, 185.O(p) --31.8 -5883.0 Slab-On-Grade Edge Insulation 0,0 185.O(p) --31,90 -5901.5
RaiSed 0,0 0.00 0,0
Base Total: ..fi883.0 As-Built Total: ..fi901.6
INFILTRATION Area X BSPM = Points Area X SPM = Points
1957.0 14,31 28004.7 1957.0 14.31 28004.7
Summer Base Points: 41131.7 Summer As-Built Points: 35806.1
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
i Points Multiplier Paints Component Ratio Multiplier Multiplier Multiplier Points
35806.1 0.500 1.090 0.310 1.000 6049.0
35806.1 0.500 1.090 0.310 1,000 6049.0
41131.7 0.3577 14712.8 35806.1 1.00 1.090 0.310 1.000 12098.0
EnergyGauge™ DCA Fonn 6OOA-97
~
FdRM 600A-97
FLORIDA~ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Whole Building Performance Method A
Project Name: Ryman Offices
A~dress: ? € e <; B ~tH'(.~ ~ +er Y R.rJ '
City, State: ~e.fl,.'f/t,... ~ r f:(
Owner: /( -+Iv,' '" L,... a.:
Climate Zone: . Central
Builder: Ryman
Permitting Office: c.".4y (!) "j ~l,y r (. t1J
Permit Number: D' " g
Jurisdiction Number: (0 I / b 0 u
1. New construction or existing
2. Single family or multi-family
3. Number of units, ifmulti-family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Glass area & type
a. Clear - single pane
b, Clear - double pane
c. Tint/other SClSHGC - single pane
d. Tint/other SClSHGC - double pane
8. Floor types
a. SlalrOn-Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Frame, Wood, Exterior
b. N/A
c. N/A
d. N/A
e. N/A
10. Ceiling types
a. Under Attic
" b. N/A
.} c. N/A
11. Ducts
a. Sup: Unc. Ret: Unc. AIl; Attic
b. N/A
New
Single family
1
4
No
1957 ft2
210.0 ft2
0.0 ft2
0.0 ft2
0.0 ft2
R=O.0,185.0(p)ft
R=i3.0, 1480.0 ft2
R=30.0, 2054.0 ft2
Sup. R=6.0, 220.0 ft
12. Cooling systems
a. Central Unit
Cap: 24.0 kBtu!hr
SEER: 11.00
Cap: 24.0 kBtu!hr
SEER: 11,00
b. Central Unit
c, N/A
13. Heating systems
a. Electric Heat Pump
Cap: 24.0 kBtuIhr
HSPF: 7.20
Cap: 24.0 kBtuIhr
HSPF: 7.20
b. Electric Heat Pump
c. N/A
14. Hot water systems
a. Electric Resistance
Cap: 40.0 gallons
EF: 0.97
b. N/A
c. ConselVation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HV AC credits
(CF-Ceiling fan, CV-Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
RB-A1tic radiant banier,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.11
PASS
Total as-built points: 24744.00
Total base points: 30480,00
I hereby certify that the plans and specifications covered
by this calculation are in compliance wi the Florida
Energy Code. '
PREPARED BY:
DATE:
I hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNER/AGENT:
DATE:
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 with Section 553.908
Florida Statutes.
. BUILDING OFFI
DATE:
EnergyGaug~ (Version: FLRCNA-200)
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9
The higher the score, the more efficient the home.
1. New construction or existing
2. Single family or multi-family
3. Number of units, if multi-family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (tP)
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SC/SHGC - single pane
d. Tint/other SC/SHGC - double pane
8. Floor types
a. Slab-On-Grade Edge Insulation
b. N/A
c. N/A
9 . Wall types
a. Frame, Wood, Exterior
b. N/A
c. N/A
d. N/A
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Unc. Ret: Unc. AH: Attic
b. N/A
New
Single family
1
4
No
1957 ft2
210.0 tP
0.0 tP
O.OtP
0.0 tP
R=O.O, 185.0(p) ft
R=13.0, 1480.0 tP
R=30.0, 2054.0 tP
Sup. R=6.0, 220.0 ft
12. Cooling systems
a. Central Unit
Cap: 24.0 kBtu!hr
SEER: 11.00
Cap: 24.0 kBtu!hr
SEER: 11.00
b. Central Unit
c. N/A
13. Heating systems
a. Electric Heat Pump
Cap: 24.0 kBtulhr
HSPF: 7.20
Cap: 24.0 kBtu!hr
HSPF: 7.20
b. Electric Heat Pump
c. N/A
14. Hot water systems
a. Electric Resistance
Cap: 40.0 gallons
EF: 0.97
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF-Ceiling fan, CV-Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
RB-Attic radiant barrier,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certifY that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection Otherwise, a new EPL Display Card will be completed
based on installed com liant features.
Date: 3.( \l \ b \
City/FLZiP:~'t
*NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EP A1DOE EnergyStalfl designation),
your home may qualifY for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at wwwftec.ucfedufor
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
EnergyGauge@ (Version: FLRCNA-200)
FORM 600A-97
Code Compliance Checklist
Whole Building Performance Method A - Details
I ADDRESS: i , ,
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
PERMIT #:
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfmlsa.ft. window area. .5 cfm/sa.ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weetherstrip or seal between: window$ldoors & frames, surrounding wall;
foundation & wall sale or sill plate; joints between exterior wall panels at comers; utiUty
penetrations; between wall panels & toplbottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the too Dlate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the oerimeter oenetrations and seams.
Ceilings 606.1.ABC.1 .2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the oerimeter at oenetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a
sealed box with 1/Z' clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned soace tested.
Multi-storv Houses 606.1.ABC.1.2.5 Air barrier on oerimeter of floor cavitY between floors.
Additional Infiltration reqls 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES lmust be met or exceeded bv all residences,)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker (electric' or cutoff (cas) must be Drovided. Extemal or built-in heat tnm reauired.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efflCiencv of 78%.
ShoYier heads 612.1 Water flow must be restricted to no more than 2.5 callons oer minute at 80 PSIG.
Air Distribution Systems 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: R-6 min. insulation.
HVAC Controls 607.1 Seoarate readilY accessible manual or automatic thermostat for each sYStem.
Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls.-Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGauge™ DCA Form 6OOA-97
~~F~RES~7FLRCNA-200
FORM 600A-97
, t
WATER HEATING & CODE COMPLIANCE STATUS
Whole Building Performance Method A - Details
I ADDRESS:" ,
PERMIT #:
BASE AS-BUlL T
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 40.0 0.97 4 1.00 2326.10 1.00 9304.4
As-Built Total: 9304.4
CODE COMPLIANCE STATUS
BASE AS-BUlL T
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
14712.8 5511.0 10256.0 30479.8 12098.0 3341.2 9304.4 24743.6
I
PASS
I
EnergyGauge.... DCA Form 6OOA-97
FORM 600A-97
WINTER CALCULATIONS
- '\Nhole Building Performance Method A - Details
I ADDRESS:, I ,
PERMIT #:
BASE AS-BUlL T
GLASS TYPES
.18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points
.18 19fi7.0 4.79 1687.2 Single, Clear N 1.0 8.0 37.4 12.32 1.00 459.6
Single, Clear N 6.0 8.0 16.5 12.32 0.99 201.5
Single, Clear W 1.0 5.0 78.1 10.74 1.01 843.0
Single, Clear E 1.0 5.0 78.1 9.96 1.01 787.1
AHiullt Total: 210.0 2291.2
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 13.0 1480.0 1.80 2664.0
Exterior 1480.0 2.00 2960.0
Base Total: 1480.0 2960.0 As-Built Total: 1480.0 2664.0
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0 Exterior Insulated 21.0 5.10 107.1
Exterior 42.0 5.10 214.2 Exterior Insulated 21.0 5.10 107.1
Base Total: 42.0 214.2 As-Built Total: 42.0 214.2
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Under Attic 1957.0 0.60 1174.2 Under Attic 30.0 2054.0 0.60 1232.4
Base Total: 1967.0 1174.2 As-Built Total: 2064.0 1232A
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 185.0(p) -1.9 -351.5 Slab-On-Grade Edge Insulation 0.0 185.0(p) 2.50 462.5
Raised 0.0 0.00 0.0
Base Total: -361.6 As-Built Total: 462.6
INFILTRATION Area X BWPM = Points Area X WPM = Points
1957.0 -0.28 -548.0 1957.0 -0.28 -548.0
Winter Base Points: 5136.1 Winter As-Built Points: 6316.4
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
6316.4 0.500 1.116 0.474 1.000 1670.6
6316.4 0.500 1.116 0.474 1.000 1670.6
5136.1 1.0730 5511.0 6316.4 1.00 1.116 0.474 1.000 3341.2
EnergyGauge 1M DCA Form 6OOA-97
FORM 600A-97
SUMMER CALCULATIONS
Whole Building Performance Method A - Details
I ADDRESS:" ,
PERMIT #:
BASE AS-BUlL T
GLASS TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points
.18 1957.0 42.08 14822.2 Single, Clear N 1.0 8.0 37.4 27.96 0.99 1034.8
Single, Clear N 6.0 8.0 16.5 27.96 o.n 353.9
Single, Clear W 1.0 5.0 78.1 53.47 0.95 3964.5
Single, Clear E 1.0 5.0 78.1 59.31 0.95 4399.7
As-Built Total: 210.0 9752.9
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 13.0 1480.0 1.70 2516.0
Exterior 1480.0 1.90 2812.0
Base Total: 1480.0 2812.0 As-Built Total: 1480.0 2516.0
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0.0 0.00 0.0 Exterior Insulated 21.0 4.80 100.8
Exterior 42.0 4.80 201.6 Exterior Insulated 21.0 4.80 100.8
Base Total: 42.0 201.6 As-Built Total: 42.0 201.6
CEIUNG TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Under Attic 1957.0 0.60 1174.2 Under Attic 30.0 2054.0 0.60 1232.4
Base Total: 1957.0 1174.2 As-Built Total: 2054.0 1232.4
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 185.O(p) -31.8 -5883.0 Slab-On-Grade Edge Insulation 0.0 185.0(p) -31.90 -5901.5
Raised 0.0 0.00 0.0
Base Total: -A83.0 As-Built Total: ~901.5
INFIL TRA TION Area X BSPM = Points Area X SPM = Points
1957.0 14.31 28004.7 1957.0 14.31 28004.7
Summer Base Points: 41131.7 Summer As-Built Points: 35806.1
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
35806.1 0.500 1.090 0.310 1.000 6049.0
35806.1 0.500 1.090 0.310 1.000 6049.0
41131.7 0.3577 14712.8 35806.1 1.00 1.090 0.310 1.000 12098.0
EnergyGauge ™ DCA Form 6OOA-97
. .... ,
FORM SOOA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Whole Building Performance Method A
Project Name: Ryman Offices
A~dress: ISo-;'" v<!'u9l ~ yo R.J
City, State: ~t.-..Yl''''\\{ Pi...
OWner: ILI2J~^ 12'{....0..":
Climate Zone: Central
Builder: Ryman
Pennitting Office: CAy t!)I Zeyt- Yl''':l~
Pennit Number: Db ., ~
Jurisdiction Number: (;.11 ~ 00
1. New construction or existing
2. Single family or multi-family
3. Number of units, if multi-family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ff')
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SC/SHGC - single pane
d.TInt/otherSC/SHGC-douWe~ne
8. Floor types
a. Slab-On-Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Frame, Wood, Exterior
b. N/A
c. N/A
d. N/A
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
II. Ducts
a. Sup: Unc. Ret: Unc. AH: Attic
b. NlA
New
Single family
1
4
No
1957 fP
210.0 fP
O.OfP
O.OfP
O.OfP
R=O.O, 185.0(p) ft
R=13.0, 1480.0 ff'
R=30.0, 2054.0 fP
Sup. R=6.0, 220.0 ft
12. Cooling systems
a. Central Unit
Cap: 24.0 kBtu/hr
SEER: 11.00
Cap: 24.0 kBtuIbr
SEER: 11.00
b. Central Unit
c. N/A
13. Heating systems
a. Electric Heat Pump
Cap: 24.0 kBtuIbr
HSPF: 7.20
Cap: 24.0 kBtuIbr
HSPF: 7.20
b. Electric Heat Pump
c. N/A
14. Hot water systems
a. Electric Resistance
Cap: 40.0 gallons
EF: 0.97
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HV AC credits
(CF-Ceiling fan, CV-Cross ventilation,
HF- Whole house fan,
PT -Programmable Thermostat,
RB-Attic radiant barrier,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.11
PASS
Total as-built points: 24744.00
Total base points: 30480.00
I hereby certify that the plans and specifications covered
by this calculation are in compliance w' the Florida
Energy Code. '
PREPARED BY:
DATE:
I hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNERlAG
DATE: ("l.. D(
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 with Section 553.908
Florida Statutes.
EnergyGaugee (Version: FLRCNA-200)
- --, ( - _...._----~~-.-----_.__.._-----._-~'--..~--._--'---.-.-.--- ~-.'-....-. ---.-........-------.-.-..-.-----.---.----.-.- ---- j
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o 0
PASCO COUNTY, FLORIDA
Permit No. O~ 7.~
Date Permitted
Builder Name/Owner Name '1,/ ;1 , u ...., ( 0/1 S +-.
County Parcel No. ()J ~~L' 2/. 00'0,. 00 ~oo. 0020
AddresslLocation l' i 0 S b .t ? ~ 0 S B 1X;. (.f J h 4 C/ Y
, . \ (...
ClassificationffypeofUse Lh"tA",Pr (' 10l 0, ~ j' ((:I
QJ. Subd.
('"
) fJC l (J
,
How Determined
TRANSPORTATION IMPACT FEE CALCULATION
EXEMPT 0
Why?
Rate $
Zone No.
Sq. FtlUnit
Prepared By
Impact Fee Amount $
Checked By
The above impact fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the
Board of Pasco County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or
utilization of the permitted structure.
RESOURCE RECOVERY ASSESSMENT
EXEMPT 0
RESIDENTIAL
No. Units
NONRESIDENTIAL
Gross Sq. Ft. (GSF) ']0 S q
Rate ERl' - 5~OO/Year
or SO.I~~/Day
ERU . N /'}
ASSign o. Cl JI
...........
0' '~t
Assessrnent- (No, Units) x ($0 I~~)
x (No. Days)
Assessment -
(GSF) x (ERU) x (O,14~) x (No. Days)
100
TOTAL FEE $
TOTAL FEE $
--?~~y~, .'..
,-:;,X '" (~'" . .,
,.. '--;t . _","" ....1.' -', . .
,..r......,
j f '\
1',7
~ '~
! -~....#
.
NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSUED UNTIL THE AMOUNTS LISTED
HA VE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTI~G OFFICE OF PASCO COUNTY.
Acknowiedgement below does not imply acceptance of concurrence. but Simply receipt (If a copy of this form. placing
the building permit owner on notice of this assessment and the conditions of payment for same,
Date
Received B}
----- --------------------------------------------------------------------------------------------
OFFICE l'SE ONLY
(/?~Jc/
DATE
/
DA TE ~
~Ip ,o~BB~/~&.1
Pink Green
Office Bldg/lnsp
TRANSPORTATION REC. NO.
RESOURCE RECOVERY REC. NO.
White
Applicant
Canary
Trans/Finance
Canary
RR/Finance
feecal:ce
PC93113094/D