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BUILDING PE.RMIT 7180
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
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Date I J -..s - - 9 ~
BUILDING
g-/. ;;1 0
ELECTRICAL
bO. v-D
PLUMBING
~~Vv
MECHANICAL
Sewer Conn I.;J..} r;. tJV
,
Water Conn: ~:~' Z
Water Meter: _
T.I.F.'s:
PmpertyOwn., ~~:~
Job Address: <3 ()
Parcel I. D. # /" - .;}6,JJ "'-0 /;20.... () 0 l) {} () ., 0 'f ~ 0
Zoning:
NO OCCUPANCY BEFORE C.O.
FINAL
Complete Plans, Specifications and Fee Must Accompany Application. C. O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
Permit Fe\:~:l:L
Signature .. ~,<;)~, ~ "-
Company
Address
Telephone#
Valuation or
Contract Price ;; ~ t'.3 {), trU
City License Registration # ~ '7 y
State Certified License#
JJ1 d~-Z;". 97
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r 1'f-;j/}-n riAl &Y1Jt-
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr //-1-;; ~.~
Pre'SLB III Iq r t:tL
Lintel
FRM. I;;) Irlh7 g.'/1 Const. Pole
Insul. CL Pool
W.L lJ.jl'l/97 g.1L- Pre-Meter 1-<.7-c:r-8'12"-X
Final
Driveway ,/11/98 f()~ F~ 8"",[ 11-/:'_9? 81(.~
.i2wb 4- WoJ..l.,A~"'Oj:~~z({~.- 3- Cf'l e Il....L
SLB //- I 9, 9'1 IeLJ:i-
Tub Set /'J.I1t/n 5,'IL
Water
Sewer II) '1/,1 6;1 (
Final
Breakers
Ducts Insl. I ~ 1,.8' lliff,ll
Compressor
Final
Tp. Servo
Rough In L~" il?? 8, lL
Meter Canyl/.::::S-f')
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($~ shall be made for each trip for each trade: ~ /J
a. Wrong Address :2~ .. tl7J 7 / It- /i) . ,I. _ r ~
b. Condemned work resulting from faulty construction. ?V ~ ~
c. Repairs or corrections not made when inspection called. 4.d' I -30 -9?
d. Work not ready for inspection when called. /
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.
RYMAN CONSTRUCTION
37404 CORNWALL
SQ. FEET PRICE
MAIN OR LIVING AREA 1,436 $ 40.00
OTHER AREA UNDER ROOF 466 $ 15.00
OTHER o $ 15.00
VALUATION $ 64,430.00
FEE SHEET $ 330.00
ADDRESS $ 20.00
DRIVEWAY $ 20.00
BUILDING: $ 510.00
ELECTRICAL: $ 81.20
PLUMBING: $ 60.00
MECHANICAL: $ 35.00
RADON: $ 19.02
CREDIT: $ 25.00
TOTAL $ 705.22
SEWER: $ 1,278.00
WATER: $ 350.00
TOTAL: $ 1,628.00
APPLICATION FOR PERMIT
CITY OF ZEPlIYRHILLS
BUILDING DEPARTMENT
-- uV' 0
Y ~~. , 17
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o r I ' J 1>
PHONE ~\3 oC{-8Z-084~
Z-~:(ls
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OWNER I S N~~0 lIS-< 'i'''-J\ evv-J
OWNERISADDRESS3'f3;]S s.e, 54- We~~
JOB ADDRESS 3'7<to4. CG(Lt\.J(AJ^-,(.\ PlCive:
LEGAL DESCRIPTION: LOT(S) 4'1 BLO~ SUBDIVISION \N(DG~ ""-20<;)D..
PARCEL 1.0.' \0. LiP L l. 6, l.bDOOoo" 04'10 (OBrAt, PRO" PROIERTY TAX NOTJ~~l
WORK PROPOSED:-LNew Construction .'
_Addition ---..Alteration -Repair _Install
_Sign -Hove _Dettolish
PROPOSED USE: ~le Family _M/F _, of Units _M/H
_CoB.ercial _Indust. _Swim. Pool _Other
-Restaurant & Health Department Approval
DESCRIPTION OF WORK:J iU '.u"--~th ~ CA.
'dl CD, '9 '" 0. (
BUILDING SIZE: ,37 1 X.JL/ , I Oc:f"-- Square Feet, c....) Height
RESIDENTIAL: ATTACH (2) PLOT PlANs & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORIIS:;
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
"
_BUILDING
_ELECTRICAL
_MECHANICAL
$ G, 5/000
,
PERMTTS REOUESTEU
. ~
Zou
AMP Service
Valuation of Total Construction
$ ,:J. sOC)
Florida Power Corp.
~R.E.C.
_PLUMBING GAS ROOFING SPECIALTY
TYPE OF CONSTRUCTION: _BLock ~..... _Steel Other
FINISHED FLOoR ELEvATIONS: '6 '\ FT. IS P1lOJEcr IN FLooD 20NE AREA7
Valuation of Mechanical Installation
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******************************************
YES
.~
-l:::: .~>:.
NO ,.~
.cONTRACTOR SECT lOti >
BUlLDBII COlIPANY 'R y "'I ,,;u c ~ "" '" ~ '^-c.\-; 0 ~ I 3: A.l ~~
." \ -----0 State Cert. or Regist. . <:.Be '03.SI~4- ,.
Sigoa~ ~ ~c-. City Liceose Registration. d "1-'-\
******************************************
/
ELECTRTCIAlI ~ COMPANY N I'I<<C-k ~ ~ k.c. +.z.. "-
:: /'
..---/ . / j State Cert. or Regist. # u- OO\'~~C\
Si..."tur ~'.' . AA4- City Liceose Registration. 8<'f\ 1
~. .........~.............................. 7
'V
1>LUHBR<< ~
Signature ~~
COMPANY ~i'\.)N is \..,0'\ l \, A-YVl So
{~~ State Cert. or Regist.. R ~ - O<:'Z{" 0
}r - ~ I.- City Uceose Registration . / 'f:L 0,
*********** ******************************
",
.li.
}ry
r
IIECIL\IlIC4.I. COIIPANY e,A Ion' s \=)1LCf'~ d. AJ ~
~ ~ ~ ~ State Gert. or Regist. . €'AP, . "A 3 "I'll",
Sigoature - City Liceose Registration . I .,
******************************************
.:u
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,f
l!IIiEIl ~ COIlPANY ~YMIThJ CbN&<k.G<.J.o", ,r",<1.._
. ~ I -'-- State Cert. or Regiat. . RQ _ 00(0 ( <.l <} ec,:
Sigoat~" '--- City Liceose Registration'~:i ;1- <J S;,:
~***************************************.*
-~J.
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this penit lay be subject to "deed restrictions II which lay be IIOre restrictive than City
regulations. the undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSEP CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
,~-If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be
,':cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requiretents laY apply for the intended work, they are advised to contact the City of Zephyrhills Building Deparllent, (813)
~:.. 788-6611.
-.FurtherJOre, 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 sign as the contractor,
'~'jou are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that laY be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
'JCity of Zephyrhills. '
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy 'of uFlorida's Construction Lien Law - Hoaeowner's Protection
Guide" p{epared by the Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the
'owner", I certify that I have obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the
.owner" prior to coaencetent.
E. CONTRACTOR'S/OWNER1S AFFIDAVIT
,.I-certify that all the infomtion in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a per.it to do work and installation as indicated. I certify that no work or
installation has COIIenced prior to issuance of a perlit and that all work will be perforJed to .eet 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 goverDIental agencies lay apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t Departlent of Environtental Regulation - Cypress Bayheads, Wetland Areas and Environtentally Sensitive Lands,
Water/Wastewater 'freatlent
t Southwest Florida Water Managetent District - NeIls, Cypress Baybeads, Wetland Areas, Altering Watercourses
t AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater 'freatlent, Septic 'lanks
t US EnvirODlental Protection Agency - Asbestos abatBlent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood that a drainage plan
addressing a .cOlpensating volUle. will be subtitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perJit 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 pertit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every peIlit issued shall becOle invalid
unless the work authorized by such perlit is cOlIBnced within six IOnths of issuance, or if work authorized by the pertit is
suspended or abandoned for a period of six IOnths after the tile the work is cOIIenced. One 90 day extension of tile, laY be
allowed for the perJit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned.
VAIUlING 'f0 OliMER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT KAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPEllf{. IF YOU IH'l'EHD TO OBTAIN FIHAHCING, CONSULT WITH YOUR LENDER OR AN ATTOmlSY BEFORE RECORDIHG YOUR NOTICE OF
COMMKtlCEMBH'f. JOBS UtlDER $2,500 IN VALUE DO NOT HEED 'f0 RECORD AND POST A uHOTICE OF COMMENCEMENT".
,~~ ~
ElOBBIE J BURKE
My Commission CC543871
Explr.. Mar. 31, aooo
STATE OF FLORIDA ~
COUHTY OF ~ a>~ ~U ,
The foregoing inst was acknowledged
before e this ~ r 19_ by
~
wh is personally to m~ or who has
produced
as identificatibn and who did/did not
take an oath.
(Siqna~~
(Name Typed, Printed tamped)
NOTARY PUBLIC ~~~
'" ~
*~ 90BBIEJ BURKE
* My Commission CC543a71
..~ ~.. Expw.. Mar. 3t, aooo
,.~ Of F~Il"~
STATE OF FLORIDAD
COumOF -tr~
The foregoi~g ~~t was ac~~owledged
~K:::iIl'{L , 19'Q- by
who is personally ,own to me or who has
produced
as'identification and who did/did not
take an oath.
(Signatu
I)
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BUILDING PERMIT NO.
TAX FOLIO NO.
NOTICE OF COMMENCEMENT
111111111111 111I1 111111111I1/11111111111111111/111
97115551
Rcpt: 188086 Rec: 6.00
DS: 0.00 IT: 0.00
10i13/97 Dpty Clerk
lED PITTMA~,~~ASC01CO~NIY CLERK
10/13/'17 OJ:.,j':'PIB 0 0::::"5 _"
OR HK 381.<:) PG...J C--"
SUNThUST
STATE OF FLORIDA
COUNTY OF PASCO
......
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The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with
Sections 713, Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT.
1. Description of property (legal description of the property, and street address if available):
Lot 47 except the North 5 feet thereof. WEDGEUDOO MANOR PHASE I an:t II. as per map or plat thereof recorded in Plat
Book 27. Pages 11 - 14. inclusive. Public RecordS of Pasco County. Florida.
CDR~LL, ZEPHYRHILLS, FLORIDA 33541
. 2.
General G~sc-iption of :mprov~nts:
CON~TR~7 A SINGLE FAMILY UWELLING (SPEC HOME)
TW BEDR()(JtS. 1\1) BATHS. ONE CAR GARAGE
3.
Owner Information: (a) Name and Address:
NELSON L. RYMAN AND
38819 Otis Allen Rd.
Zephyrhills, FL 33541
KEVIN L. RYMAN
4753 Ryals Road
Zephyrhills, FL 33541
"C~~',,;:;f~
(b) Interest in property: FEE SIMPLE
(c) Name and Address of Fee Simple Title Holder (if other than owner):
4. Contractor (Name and Address): RYMAN CONSTRUCTION. INC.
31325 SR 54 WEST, ZEPHYRHILLS FL 33541
a. Phone m.mber:
b. FAX number (optional, if service by FAX is acceptable)
5. Surety:
a. Name and Address:
number (optional, if service by FAX is acceptable)
b. Phone number:
c.9I<
d. Amount of Bond:
6. Lender: a. Name and Address: SUNTRUST BANK. NATURE COAST. POST OFFICE BOX 156. BROOICSVILLE. FLORIDA 34605-0156
b. Phone number: c. FAX number (optional, if service by FAX is acceptable)
d. Designated Contact: JOLENE SCHMEDA. Construction Dept.
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Sec!icn 7~!.~3 (~;{a)7., Flc~;da S~at.Jtes:
Name: JOLENE SCHMEDA
Address: P. O. BOX 156. BROOICSVILLE. FL 34605-0156
8. In addition to himself, Owner designates JOLENE SCHMEDA. Construction Dept. of SUNTRUST BANK. NATURE COAST to receive
a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes:
a. Phone number:
c. FAX number (optional, if service by FAX is acceptable)
9. Expiration date of Notice of Commencement (the expiration date is One (1) year from the date of recording unless a
different date is specified): Other expiration date
~A?~.
~ELSON L. RYMAN
~~
KEVIN L. RYMAN ~
SWORN TO ancl SUBSCRIBED before me, I Notary PublIc of the State of FlorIda, the foregoIng Instr\lllent we, 8cknowledged
by IEL_ L, .~J. L. --..u....> ... <c. "".l"'I'1 k",!t8~! ~ C . I ~.~'.. ~_.
("~ 0 ~.tIO"), tI1T,--il.lC:__._ ay" _....;... ~ __:' _ . _ ___, 10 lJl .
~~~
:~~:? P~~N A. MORROW (notarial seal)
My Commission Expires:
PREPARED BY:OOREEN CHA~ON AIC 7823770~~0
S~~.T:f~: 'it. NATURE tOA
~ROO SVILL FL 34605
....~\
ICij...
SUSAN A. MORROW
N~I'rY PUblic, S"'e 01 FlOrida
..y COIlllll.. ~""f1. 10. 1000
COIIIIlIIMion , CCU:t 53
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\ ~ ~ITY OF ZEPHYRHILLS BUILDING DEPJ\RTHENT
OWNER _'~e.-Ui~ ~'-1M.~~
JOB LOCATION _3 '140 4.:. ~ ICrV V-.:)L\-l L
PARCEL I. D. # -:)O';}(" '). \- 0lL0 - CDoo _ 04'10 ~
SHOW ALL EXISTING & PROPOSED STRUCTURES 9IVING DINENSIONS & SETBACKS.
4B
10'
p E
R X
0 I
I 10' P S lor
0 T ~ 01
S I
E N
0 G
20'
FRONT PROPERTY LINE
LUTILITY BUILDINGS
~~UST SHOW SIZE &
~;;FOUNDATION INFOR-
.",' ,~
If,HATION. '
('(NOTE EXAMPLES 1 & 2)
1. SETBACKS FOR R1, R2
60.1__
,
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S.33" ';;.53 \
l~o~ -
'1le-W I
t:\e~i~f\) Ce
d-O,\ ~
FRONT PROPE ~TY LINE
~
S T R E E T <...lh!..w ~\ \ \
=
ZONING 2.
=
SETBACKS FOR RJ ZONING
60'
10'
lor
EXISTING
lor
PROPOSED
20'SGL FAH
JO'DUPLEX
FRONT PROPERTY LINE
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, Department of Community Affairs
' FLORiDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
i FORM 600A-93 Residential Whole BUilding Performance Method A CENTRAL
..;.?......PR.OJ. EC. T NAME: WEDGEWOOD. MA :;IN.OR. B UI. LDER: RYMAN C.ONSTRUCTION co.
g:"'AAD ADDRESS: ~t- ~ 4'7 PERMITTI~:_lj 1/ I CLIMATE ....1
,: . ZEPHYRHILLS, FL 3354 OFFICE~ ~ ZONE: 41-1 5/_/ 61_1
{ OWNER~ ~t7V PERMIT lto. '?/~{3 JURISDICTION NO'61Ib&/)
h. New construction or addition 1. New Construction
Single family detached or MUltifamily attached 2. Single-Family
If MUltifamilY-No. of units 3. 0
If MUltifamily, is this a worst case (yes/no) 4.
Conditioned floor area (sq.ft.) 5. 1436.00
~redominant eave overhang (ft.) 6. 1.50
Porch overhanq length (ft.) 7. 0.00
':8~ Glass area and type: Single Pane
1~a. Cl~r Glass 8a. O.Osqft
rb. Tint, film or solar screen 8b.182.4sqft
,9. .Floor type and insulation:
'>a. Slab on grade (R-value, perimeter)
lO.Net Wall type area and insulation:
(. a. Exterior: 1. Concrete (Insulation R-value) lOa-l R= 5.00, 898. 44sqft_
,ii.b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=ll.OO, 230.40sqft_
i}.ceiling type area and insulation:
';;2:' a. Under attic (Insulation R-value)
2.Air distribution systems
;,f> a. Ducts (Insulation + Location)
;~,Cooling system
Water Credits: (RR-Heat Recovery,
, DHP-Dedicated Heat 'Pump)
~7. Inf i 1 tration practice: 1, 2 or 3
'8.HVAC Credits (CF-Ceiling Fan, CV-Cross vent,
HF-Whole house fan, RB-Attic radiant
. barrier, MZ-Multizone)
t9.EPI (must not exceed 100 Points)
~ a. Total AS-Built points
~.J.. b. Total Base points
l~,
t7-----------------____________________________________________________________
~~;;~;-~;;ti;;-th;t-t~;-;~;~;-;~~------;;~i;;-~;-t~;-;l;~;-;~~-;;;~i;i~;ti~~;
~cifications covered by this calcu- Covered by this calculation indicates
~tion are in co '. with the compliance with the Florida Energy
~.,.:.orida E~~n. . ..COde4 Code. Before construction is completed
~ ~~. this building will be inspected for
~pA.n~n . ~ compliance in accordance with Section
~TE:_ 'if- 553.908 F. S.
BUILDING ~~AL:~rL'6'---
DATE: /[) I)
~ I {
System:
water system:
'.hereby certify that this building is
~.d. ~~P~lorida Energy
TNER/A . \ ~
.TE: q(lL/47
t/
SN: 8132
-
-
-
-
Double Pane
O.OOsqft _
O.OOsqft
9a.R= 0.00 , 168.60 ft
--'---
,
l1a.R=22.00 , 1436.00sqft____
12a. R= 6.00, uncond
13. Type: Central A/C
SEER: 9.70
14. Type: Heat Pump
HSPF: 6.60
15. Type: Electric
EF : 0 . 88
----
-
-
----
16.
17.
18.
2
-
----
19.
19a.
19b.
90.31
23633.95
26168.74
----
=
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SUMMER CALCULATIONS
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=== BASE === === AS-BUILT ===
~ I
,g~=--~-;-;;;M-;- POINTS
)=======--==~=================================================================
TYPE
,SC ORIEN AREA x SPM X SOF = POINTS
....;
WALLS~-~_____________
:E;xt 898.4 1.0 898.4 Ext NormWtBlock In 5.0 898.4 1.00 898.4
Adj 230.4 .7 161.3 Adj Wood Frame 11.0 230.4 .70 161.3
f!','
DOORS--______________
~, " Insulated 20.0 4.80 96.0
Ext 20.0 4.8 96.0 Ext
~dj 17.6 1.6 28.2 Adj Wood 17.6 2.40 42.2
'===--============================================================================
;,N,:",O N GLASS--__________ I
f,' AREA x aSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS
'-------------------------------------------------------------------------------
SGL TINT N 40.2 51.5 .93 1922.4
SGL TINT N 16.2 51.5 .93 779.4
SGL TINT N 16.2 51.5 .91 756.0
SGL TINT E 16.2 107.1 .88 1521.9
SGL TINT S 9.9 98.3 .81 788.6
SGL TINT W 13.0 107.1 .84 1175.9
SGL TINT W 13.0 107.1 .84 1175.9
SGL TINT W 13.0 107.1 .84 1175.9
SGL TINT W 13.0 107.1 .84 1175.9
'L SGL TINT W 13.0 107.1 .84 1175.9
'$" SGL TINT w 18.7 107.1 .84 1688.4
-------------------------------------------------------------------------------
~'15 x CONDo FLOOR / TOTAL GLASS = ADJ. x GLASS = AOJ GLASS I GLASS
J AREA AREA FACTOR POINTS POINTS POINTS
'-------------------------------------------------------------------------------
,,~15 1,436.00 182.36 1.181 14,989.99 17,705.88 I 13,336.37
N 72 .58 82 .2 5966 .1
':i,
F,"-, E 16 .19 82 .2 1330.8
1:,': S 9. 86 82 .2 810 .5
""', W 83 73 82 2 6882. 6
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\ ~
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.. ,
CEILINGS-____________
, .6 861.6 Under Attic 22.0 1436.0 .90 1292.4
A 1436.0
" LOORS---____________
lb 168.6 -31.8 -5361.5 Slab-on-Grade .0 168.6 -31.90 -5378.3
NFILTRATION_________
1436.0 10.9 15652.4 Practice #2 1436.0 10.90 15652.4
======--=======================================================================
OTAL SUMMER POINTS I
30,042.28 26,100.79
EF=============--================================================================
~OTAL x SYSTEM = COOLING I TOTAL ,x CAP x DUCT x SYSTEM x CREDIT = COOLING
SUM PTS IlULT POINTS COMPON ,RATIO IlULTIlULT MOLT POINTS
il.
J~~~;;~;;---~;;---~~~~~;~;;-T-;;~~~;~;;-~~~~-;~~~~----~;;;---_~~~~;--~;~~~;~;;
;I;========--=========================--==============================--========--==
:i'
.I,':"l~.
.~,
i
~,
~'l
r
;~"
~,v~............................................................................
' ".." WINTER CALCULATIONS
.~.............................................................................
=== BASE === === AS-BUILT ===
; 15 l< CONn. FLOOR / TOTAL GLASS = ADJ. l< GLASS =
" AREA AREA FACTOR POINTS
-------------------------------------------------------------------------------
GLASS--______________ I
ORIEN AREA x BWPM = POINTS TYPE se ORIEN AREA x WPM X WOF == POINTS
-------------------------------------------------------------------------------
N 72.58 -3.4 -246.8 SGL TINT N 40.2 9.6 1.04 400.4
SGL TINT N 16.2 9.6 1. 03 160.6
SGL TINT N 16.2 9.6 1.05 163.6
E 16.19 -3.4 -55.0 SGL TINT E 16.2 -2.0 .34 -11. 0
S 9.86 -3.4 -33.5 SGL TINT S 9.9 -10.2 .87 -87.4
! W 83.73 -3.4 -284.7 SGL TINT W 13.0 -2.0 .16 -4.1
SGL TINT W 13.0 -2.0 .16 -4.1
SGL TINT W 13.0 -2.0 .16 -4.1
SGL TINT W 13.0 -2.0 .16 -4.1
SGL TINT W 13.0 -2.0 .16 -4.1
SGL TINT W 18.7 -2.0 .16 -5.8
====--==========================================================================
':15
-------------------------------------------------------------------------------
1,436.00
182.36
ADJ GLASS
POINTS
GLASS
POINTS
.N.ON GLASS--__________ I
..... AREA X BWPM == POINTS TYPE
=======--=======================================================================
1.181
-620.02
-732.36 I
600.03
.WALLS--______________.
-------------------------------------------------------------------------------
R-VALUE
AREA X WPM == POINTS
Ext 898.4 1.1
Adj 230.4 1.8
20.0 5.1
17.6 4.0
988.3
414.7
Ext NormWtBlock In 5.0
Adj Wood Frame 11.0
898.4
230.4
2.90
1.80
2605.5
414.7
~EILINGS--___________
A 1436.0 .6 861.6
102.0
70.4
Ext Insulated
Adj Wood
20.0
17.6
5.10
5.90
102.0
103.8
:LOORS--___.__________
I'
Under Attic
22.0 1436.0
.90
1292.4
168.6
-1.9
-320.3
Slab-on-Grade
.0
168.6
2.50
421.5
.~FILTRATION---______
;' 1436.0 4.1 5887.6
==============================================================================
Practice #2
1436.0
4.10
5887.6
OTAL WINTER POINTS I
'7,271.90 11,427.57
ir-======--=====================================================================
~...TAL x SYSTEM == HEATING I TOTAL . l< CAP l< DUCT l< SYSTEM l< CREDIT = HEATING
I;N PTS . MOLT POINTS COMPON RATIO MOLT MOLT MOLT POINTS
'.~----------------------------------------------------------------------------
,);7,271.90 1.10 7,999.09 I 11,427.57 1.00 1.100 .515 1.000 6,473.72
tl~==============================================================--=========
"
ff
. t
~'"
~~'
~.~.
'it
~:'I
~:'
~:
iI'~
!~t
~~#.............................................................................
-' " WATER HEATING
...............................................................................
=== BASE === I === AS-BUILT ====
NUM OF
.BEDRMS
~~~~~~==~~======~==========~======================================--============
x
MULT
==
TOTAL
I TANK VOLUME
EF
TANK
RATIO
x MULT X CREDIT
MOLT
== TOTAL
"/, 2 3527 · 0 7 ,054.00 I 40 I .88 1. 000 3527.0 1.00 7,054.00
li'=======================================================================
'-------------------------------------------------------------------------------
~:'
f...............................................................................
:. SUMMARy
t...............................................................................
",.' === BASE === I === AS-BUILT ===
r',COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL
!,i)20INTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
.~------------------------------------------------------------------------------
!.\=~~=============--~==============================--~=======
-11115.6
7999.1
7054.0 26,168.74 I
10106.2
6473.7
7054.0 23,633.95
=============================~===========~=====~~=~==~===========~=============
*****************
* EPI = 90.31 *
*****************
'$
~{f"
I
~; ~.:: ,
~,' :'
~:/,
b;,;
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r~~'~
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~~:
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~,
~~\-:.
~y:
r,;:./;
t~r;:
t~r
\'.::
~i':'
I' '
;For~aetailed information
of the EPI rating number
or for any ITEM listed,
ask" your BUilder for
DCA Form 600A-93
or Form 600B-93
ENERGY
GUIDE
.
,
~.
fr
ii\'
~, ITEM
i
l~INDOWS. . . . . . . . . . . . . . . . . . . . .
~"
i 0 10 20 30 40 50 60 70 80 90 100
;:, I--------------------~---------------x----I
~The maximum allowable EPI is 100. The lOwer the EPI the more efficient the home
~~
EPI= 90.3
RESIDENTIAL ENERGY PERFORMANcE RATING SHEET
HOME VALUE
Low Efficiency
,:INSULATION. . . . . . . . . . . . . . . . . .
;~ ' .
Single Tint
SINGL CLR DBL TINT
I------x---___________/
High Efficiency
Ceiling R-Value......... 22.0
Wall R-Value. . . . . . . . . 5.0
Floor R-Value.........o.o
R-10 R-30
I------------x________/
R-O R-7
/--------------x----__/
R-o R-19
/x----________________/
,:,~
:i,
':. SEER............... . . . . . . .
'f';
-'IR CONDITIONER......... . . . .
a:EATING SySTEM..............
;f' Electric HSPF............
9.7
10.0 SEER 17.0
/x----________________/
,
~l',~
lWATER HEATER.. . . . . . . . . . . . . . .
~ Electric EF. . . . . . . . . . . . . .
~:;<
r:!
~ Gas EF..............
~'
~'
~Solar EF..............
~;,
~>
)THER FEATURES..............
6.6
6.8 HSPF 12.0
/x----________________/
0.88
0.88 0.96
/x----________________/
0.54 0.90
/---------------------/
0.40 0.80
/---------------------/
0.00
~r
;;\.
'~~:.' . . . . . . . . . . . . . . . . . . . . . . . . .
~:
f'
iv
~:certify that these energy saving
pergy Code have been installed in
fdress :.&t 4Ct-- ~ tW6zJ B~gnatu
&y /ZiP~~\.._ O..Q ~ ,S '2, "0,~1
~rida Energy Code f6r BUilding Construction _ 1993
orida Department of Community Affairs
for the Florida
Date: ';1 ~L/ 9z/
~\:"
FL-EPL CARD93
~
..:.. ." .~.- ..~
I~eriaL ,Testino LaboralDriC()
3905 KIDRON ROAD · LAKELAND, FLORIDA33811 · TELEPHONE: (941) 647~28n
FAX: (941) 647-1 no
Moisture-Density Relations of Soil
Laboratory Compaction Test
ASlM
D698
Method
Client:
Project:
Permit #:
Ryman Construction
37404 Cornwall Drive
7180-B
10..
\
f1
9
10
11
12
13
14
15
A
Date:
Project No:
Lab No:
11/18/97
6537
IP
110
109
(Dry Density -lbs./cu.ft,)
108 Max. Dry Density 110,2 J>C(f
Optimum Moisture 11.6%
107
106
MOISTURE (%)
Date Sampled: 11113/97 Sampled By: AI McGhin
Location Sampled: Building pad area; grade to l' below
Visual Classification: Gray to dark gray fine sand with orange clay lenses
Report Distribution:
Client
City of Zephyrhills
File
Tested By:
Checked By:
AI McGhin
~t<~
AJ McG " - - rawlY Manager
ProcT est.fin
,
Environmental Consultants. Soil, Concrete'and Materials Quality Control Testing
~
I~criaL ,Tcstino Laboratoric6
3905 KIDRON ROAD · LAKELAND. FLORIDA 33811 · TELEPHONE: (941) 647~28n
FAX: (941) 647-1 no
Moisture-Density Relations of Soil
Laboratory Compaction Test
ASTM
0698
Method
Client:
Project:
Permit #:
Ryman Construction
37404 Cornwall Drive
7180-B
Ii
1\
I
IJ'
II
8
9
10
II
12
13
14
MOISTURE (%)
Date Sampled: 11/13/97 Sampled By:
Location Sampled: Building pad area; 2 ' below grade
Visual Classification: Dark orange sandy clay
A
Date:
Project No:
Lab No:
118
117
11/18/97
6537
2P
(Dry Density - Ibs./cu.ft.)
116 Max. Dry Density 118.6 pef
Optimum Moisture 12.4%
115
II4
AI McGhin
Report Distribution:
Client
City of Zephyrhills
File
Tested By:
Checked By:
ProcT est.fin
,
Environmental Consultants, Soil, Concrete and Materials Quality Control Testing
~
I~criaL ,TcslinO Laboraloric6
3905 KIDRON ROAD · LAKELAND, FLORIDA 33811 · TELEPHONE: (941) 647~28n
FAX: (941) 647-1nO
SOIL TESTING - FIELD DENSITY -
PERCENTAGE OF COMPACTION REPORT
Project:
Client:
Job No.:
Date:
Permit #:
37404 Cornwall Drive
Ryman Construction
6537
11/18/97
7180-B
Lab No.:
Technician:
Contractor:
Weather:
ID
A. McGhin
Client
Partly Cloudy
Page 1 of 1
TEST
NO
1 Building pad area; southwest 10.5 105.6 110.2 90
comer - ade level
2 Building pad area; southwest 10.6 102,0 110.2 92,6 90
comer - l' below ade.
3 Building pad area; southwest 9,8 109,3 118,6 92,2 90
comer - 2' below ade
4 Building pad area; southwest 10,2 111.6 118.6 94.1 90
comer - 3' below ade
5 Building pad area; center - grade 10.9 IOS,5 110,2 98.5 90
level
6 Building pad area; center - l' 13.4 111.6 110.2 100+ 90
below ade
7 Building pad area; center - 2' 14.1 109.6 11S.6 92.4 90
below ade
8 Building pad area; garage - grade 10.2 103.4 110.2 93.6 90
level
9 Building pad area; garage - l' 14.4 10S,O 110.2 98,0 90
below ade
The percentage of compaction for the in-place density tests are based on laboratory Moisture
Density Relations Tests D69SA as follows:
Report Distribution:
Client
City of Zephyrhills
File-
\
Environmental Consultants, Soil, Concrete and Materials Quality Control Testing