HomeMy WebLinkAbout99-9121
BUILDING PERMIT
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ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 788.6611
00
'J 5. --
PLUMBING
Permit
09121
Date /2/21/99
BUILDING
MEC~CAl
Sewer Conn
Water Conn:
P<aperty Owne, ~~A ((oR ~~~
Job Address: (, 2 {)", \... (Ie S A:b. Y
Parcell.D. #
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Descriotion of Work Yo 0 , ~ <; '-./(1 ~ ."'\
Radon Gas:
(3", '-'OS t(.rt
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
DATE
]'1
Inspector
Permit~O. ez.
Sign.tuL~ VV'\.,-~Jl..,
Company __
Address
Telephone# -9-8'~ rt-n ~)_:~t-
Valuation or
Contract Price
1'3 3'3], Q9
,
City license Registration #
State Certified license#
He
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BUILDING
ELECTRICAL
PLUMBING
MECH NICAL
Ftr. J~ l'if-Dt? 2vJL.
Pre SLB
lintel
FRM.
Insul. CL
WL
SLB I-b-~o ~ 12
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
~ \_ ,=>_00 ~ f...
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
f=>~ 1-
I g ...fj) {) S /2....
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons. a
charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade:
a, Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
State Cert. or Regist. ,
Signature . City License Registration'
******************************************
tlEGHAN~ \ /~/ / .w =':'ceJ!.~o~ L-:1st~f ~
Sigoa~) )V _ _ L- . City Liceose Registration.
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COMPANY ~~ ~vlhI,
State Cert. or Regist. , s:t;X~~/
City License Registration , /6 "Y' /6~
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APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pertit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. ,be undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED 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 lisdeteanor 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 DepartJent, (8t3)
788-6611.
FurtherlOre, 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 whicb they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to peraitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HOIeOWDer's Protection
Guide" prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sateone other than the
"owner", I certify that I have obtained a copy of the above described docUleDt and prOlise in good faith to deliver it to the
"owner" prior to couencl!Ient.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developaent.
Application is hereby lade to obtain a per.it to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a pertit and that all work will be perforJed to aeet standards of all laws
regulating construction, City codes, zoning regulations, and land developleDt regulations in ~e jurisdiction. I also
certify that I understand that the regulations of other goverDJeDtal 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:
* DepartJent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDJeDtally Sensitive Lands,
Water/Wastewater freatlent
* Southwest Florida Water Managl!lent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
* ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* DepartJent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater freatJent, Septic 'anks
* US EnvirODlental Protection Agency - Asbestos abatl!lent
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 whicb is prepared by a professional engineer registered in the State of
Florida prior to per.it, issuance.
. A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall is~uance of a per.it 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 sucb perlit is cOllenced within six IOnths of issuance, or if work authorized by the pertit is
suspended or abandoned for a period of sillOntbs after the tiae the work is c_enced. One 90 day l!Itension of tile, lilY be
allowed for the pertit with fee cbarge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lUst be logged during eacb six IODth period, or the project will be considered abandoned.
WARMING TO OWNER: YOUR FAILURE TO RECORD A NO'I'ICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING nICE FOR IMPROVEMmS TO YOUR
PROPERTY. IF YOU INfEND TO OBfAIN FINANCING, COlfSULT WITH YOUR LENDER OR All AnORNEY BEFORE RECORDING YOUR NO'I'ICE OF
COMMEN JOBS UNDER $2,500 IN VALUE DO NO'I' NEED '1'0 RECORD AND POST A "NO'I'ICE OF COMMENCEMENT..
s
STATE OF FLOijIQA
COUNTY OF t'Q't>C.D
The foregoing inst~ent was ~~owledged
before me this ~ ~ , 19J.::L by
.::fohr\ ~~ \'\.s
who is personally known t~e or who has
produced
as identification and who did/did not
ta~~dv
(~. ture)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
""""" Sharon L Barber
l~'~l:"l'Ii~ MY COMMISSION # CC814789 EXPIRES
~*: : ~ March 7, 2003
'''li'.. ill BONDED lHRU TROY FAIN INSURANCE, INC
"#~,R.~:fr\'\\\
STAfE OF FLORIDA L'J
coum OF ~6cD
The foregoing instrument was ac~owledged
before me this 1')./ J It' , 19-=tl by
::roh" enl {Ls
",ho iR pl"TRonillly known tQJDe or who has
produced
as identification and who did/did not
take an ~~7YJ~~
(SignatUre)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
a'...~~ SooronL~~
4. .-"f~ MY COMMISSION # CC814789 EXPIRES
l~i, .~j March 7, 2003
-r,i'OF"'~~" ,ONDED THRU TROY FAIN INSURANCE, INC.
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SLAB DETAILS ADDRESSING EROSION
S~IMMING POOL ENCLOSURES ONLY
/I 5 BAR CaNT.
2' MIN.
BErORE SLOPE
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MODERATE SLOPE FOOTING
{i 1 TO 31
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HOME OWNER MUST BE MADE AWARE
OF THE POSSIBllI TY or EROSION
AND SHALL BE RESPONSIBLE FOR
MAINTENCE TO FORESTALL FAILURE
FLAT SLOPE I NO rOOT1t~G REOUIRED
D 10 ~ 1
2 II 5 BAR COtn.
STEEP SLOPE rOOTING
3' AND GREATER
GREA T POTENTIAL rOR EROSION
ALUMINUM STRUCTURES MASTER PLAN
ENGI~ERING.INC. @ COPYRIGHT AL, INC. 1994
145
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MAXIMUM ROOF BEAM SPANS
IN DECIMAL FEET
SCREEN ROOF I SCREEN WALLS EXAMPLE:
WINO 110 MPH DEFLECTION Ll60 POOL ENCLOSURE
<.----_..---.~ COLUMN USED 1____________ >
8 'WALL
ROOF (F) (G) (H) (I) (J) (K) (L) (M) (N)
BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9
USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB
4'.0' 18.42 19.08 19.25 19.25 19.25 19.25 19.25 19.25 19.25
(H) 5'.0' 17,08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17,75
2x4 6'.0' 16.08 16.56 16.75 16.56 16.75 16.75 16.75 16.75 16.75
PB 7'-0' 15.25 15.56 15.75 15.75 15.75 15.75 15.75 15.75 15.75
8'.0' 14.58 14.92 15.08 15.06 15.08 15.06 15,06 15.08 15.06
9'.0' 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42
4'-0' 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42
, (J) 5'.0' 20.06 20.08 20.25 20.06 21.56 21.58 21.56 21.56 21.56
2x4 6'.0' 16.42 18.75 18.92 16.92 20.25 20.25 20.25 20.25 20.25
I 5MB 7' .0' 17.42 17.92 17.92 17.92 19.06 19.06 19.08 19.06 19.06
i~ 8'-0' 16.75 17.06 17.06 17.06 16.25 16.25 16.25 16.25 16.25
I. ~:
'I 9'-0' 16.06 16.42 16.42 16.42 17.42 17.42 17.42 17.42 17.42
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I I 4'.0' 28.06 28.56 26.75 26.56 29.92 31.92 31.92 31.92 31.92
I
, (K) 5'.0' 26.06 26.42 26.56 26.56 27,56 29.25 29.25 29.25 29.25
I i 2X6 6'.0' 24.56 24.92 24.92 24.92 25.92 27,42 27.42 27.42 27.42
5MB 7'-0' 23.25 23.56 23.75 23.56 24.42 25.92 25.92 25.92 25.92
8'-0' 22.25 22.58 22.56 22.56 23.42 24,56 24.56 24.56 24.56
g'.O' 21.42 21.56 21.75 21.75 22.42 23.56 23.56 23.58 23.56
. 4'-0' 31,56 32.08 32.06 32.06 33.06 34.92 35.92 35,92 35.92
. (L) 5'.0' 29.42 29.56 29.75 29.75 30.56 32,25 33.06 33.08 33.08
2x7 6'.0' 27.58 27.92 27.92 27.92 28.75", 30.08' 30.92 30.92 30.92
I 5MB 7'.0' 26.25 26,42 26.58 26.56 27.25 28.42 29.25 29.25 29.25
, :
, \ 8'-0' 25.08 25.25 25.42 25.42 26.08 27.08 27.75 27,75 27,75
,
! i 9'.0' 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26.58
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4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44.25
: : (M) 5'.0' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75
I \ 2x8 6'.0' 33.42 33.58 33.75 33.56 34.25 35.42 36.08 37.92 37.92
.,
! I 5MB 7'.0' 31,75 31.92 31.92 31.92 32.56 33.58 34.08 35.92 35.92
i 8'.0' 30.25 30.58 30.58 30.58 31.08 32.08 32.58 34,08 34.08
!
I 9'.0' 29.08 29.25 29.42 29.42 29.92 30,75 31.25 32.75 32.75
4'.0' 41.92 42.25 42.25 42.25 43,08 44.42 45.08 47.42 48.42
(N) 5'-0' 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58
2x9 6'.0' 36.58 36,75 36.92 36.75 37.42 38.42 39.08 40.75 41.58
5MB 7'.0' 34.92 34.92 34.92 34.92 35.58 36.42 . 36.92 38.58 39.25
8'.0' 33.25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42
9'.0' 31.92 32.08 32.06 32.06 32.58 33.42 33.92 35.06 35.75
INTERPOLATION BETWEEN VALUES IS PERMISSIBLE
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~ALUMINUM STRUCTURES MASTER PLAN
52 ~ ENGIt.IERING INC. @ COPY!nGHT AL, INC 1994
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I GUTTER TO FASC~A DETAijL~
3" SCREWS 0 EA. ClIP<2)
ANGLE CLIP 0 EA. BEAM@)
Ij\fASTEN GUTTER W 10. 2"
\::Vo 12" O,C. - STAGGERED 2"
Q)fASTEN fASCIA W 2 10 SCREWS INTO EA, RAfTER
, MIN. 2" PENETRATlON- (MAX. 24' O.C,)
SPACER FERRULE 10 EA. B~
RIGID ALUM, OR PVC PIPE)~
./'
(REF, BEAM TO
GUTTER DETAILS)
f2\CONTlNUOUS ANGLE, 1 . 2 0 B. OR WOOD WEDGE
'6/TO PLUMB GUTTER WHEN REOUIRED
REF. SIMIUlR DETAIL ABOVE
FOR TYPICAL NOTES,
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(REF BEAM TO
GUTTER DETAILS)
STRUCTURAL GUTTER
REF. SIMIUlR DETAIL ABOVE
FOR TYPICAL NOTES,
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(REf BEAM TO
GUTTER DETAILS)
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. MAY BE REVERSED USING SAME FASTENER PATTERNS
2, X - DENOTES ORDER OF INSTALUlTlON PROCEDURES
J. ENGINEERING, INC. ODES NOT WARRANTEE, EITHER .EXPRESSLY OR
I\APUED, THE STRUCTURAL INTEGRITY Of THE EXISTING STRUCTURE
" 5" STRUCTURAL GUTTER
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~ ALUMINUM STRUCTURES MASTER PUN
BOEEffi:l, 1<<::. @ COPYRIGHT AL, INC. 1994
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I BEAM TO GUTTER DETA~LS I
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2' . .075 ALUM. ANGlE CUP
(1) 0 EACH BEAM LOCAll0N
(2)-"0 SMS
-
SEE GUTT!R TO fASCIA
OETAIlS
(()-"2. 3/(' SMS INTO GUTTl:R (I' MIN. SEPARAll0N)
2' 5MB SEE SPAN CHARTS
(4)-1'2 . 3/4" SMS EACH SlOE
18 SMS THRU CHANNEL INTO BEAM
~5.
STRUCruRAL GUlT!R
2 1/8' . 1 1/2" REC. CHANNEL ,062
2" SIIB SEE SPAN CHARTS
.093 ANGlE
SEE GUTT!R TO fASCIA
DEl AILS
(2)-110 SMS
(()- "0 SMS INTO BEAM ( EACH SlOE)
(2}-"2 . 3/4' SMS INTO GUTTl:R
(I" lAIN, SEPARAllON)
IfJ SIIS THRU CHANNEL INTO BEAM
~5
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2 '/B' . I" REC. CHANNEL ,062
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2" 5MB SEE SPAN CHARTS
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2 . 2 INT!RNALlY fAST!NED TO BEAM
\II1TH (2)-110 . 1 1/2' SMS
SEE GUTTl:R TO FASCIA
DEl AILS
445
(4)- "2 . 3/4 SMS EACH SlOE
(4}-112 . 3/( SMS INTO GUTTl:R (" MIN. SEPARAllON)
2 1/8" . , 1/2' REC. CHANNEL .062
/ 2' . .075 ALUM, ANGLE CUP
(I) . EACH BEAM LOCAllQN
/'
(2)-1'0
DOOR JAMB INT!RNALL Y f AST!NED TO BEAM
\II1TH (2}-II0 . 1 1/2' SMS
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4'5"
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SEE GUTT!R TO f ASOA
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(()-#12 . 3/4 SMS EACH SlOE
(4)-"2 , 3/4 SMS INTO GUTT[R (I" MIN, SEPARAllON)
2 '/8" , I '/2" REC CHANNEL .062
NOlE:
AL ENGINEERING, INC. DotS NOT WARRANT!E, EITHER EXPRESSLY OR IMPLIED, THE STRUCruRAL INT!GRITY Of THE EXISTING STRUCTURE,
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~ ALUMINUM STRUCTURES MASTER PLAN
ENCH:EfI4O. NC, @ COPYRIGHT AL, INC. 1994'
49
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CAGE BRACING DET AILS J
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NOTES: CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY WALL NOT DIRECTlY FASTENED TO THE
HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDLOAD, THESE CABLES SHALL EXTEND DIAGONALLY
FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES, TURNBUCKLES SHALL HAVE
lOCKING DEVICE TO PREVENT LOOSENING, THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST
STRENGTH THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 1/4" FASTENINGS OR TWO
5/16"' FASTENINGS WITH A 1/lr STRAP. EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED.
~ ALUMINUM STRUCTURES MASTER PLAN
~ ENG1t-.EERlNG,INC. @ COPYRIGHT AL, INC. 1994
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24" ON CENTER
DETAIL CD
( ALTERNATE CONNECTION - (2) .10 x 4"
SMS ANGLED INTO PUR UN )
COLUHN
PER SCHEDULE
NOTES, lX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CONtlECTIONS DETAILS,
EXAMPLE, USING DETAIL @ "'ITH THE TOP 2X2 AND IX2 POSITIONED UPRIGHT AS SHO\JN IN
CETAIL @ IS OK, USE rASTENER SCHEDULE or GUSSET PLATE AS INDICATED
~ ALUMINUM STRUCTURES MASTER PLAN
~ ENGI~ING,INC. @ COPYRIGHT AL, INC, 1994
39
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U~E 4 .10 SHS EACH : 0
SIDE roR@ @POSI I
ALL OTHERS SEE I
fAST(tl(R SCHEDULE I
BELO'" ~:
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OVERLAP
BEAH
DETAIL 0
I x " 09 INTERNAL SCPEVED
'01/ 2 "10 I 1/2 S"'S
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ALL OTHERS SEE I
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SCHEDULE
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"IN THIC~NESS
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BEAY
DETAIL @
DETAIL @
F ASTDJER SCHEDULE
pos T SIZE rAST[N[RS R[O<..:"[O
@@ 2 J( J PB . "0 SlAS EACH SlOE
<D :2 II 4 PB 6 "0 SI.IS EACH SIDE
([) 2 . 4 SlAB e " 0 SI.IS EACH SIDE
@Q) 2 . 6 SlAB 10 "0 SlAS EACH SIDE
Q)@ 2 . 7 SlAB 12 '10 SlAS EA~ SIDE
<D 2 . e SlAB 12 "0 SUS EACH SIDE
@@ 2 . ~ SUB " '10 SlAS EACH SlOE
PURL IN
tlOTCHED TO REC PURlIN __
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MAXIMUM COLUMN HEIGHT
IN DECIMAL FEET
SCREEN WALLS 13 PSF . SCREEN ROOF 7 PSF
WIND LOADS UP TO 120 MPH
(0) (F) (G) (H) (I) (J) (K) (L) (M) (N)
SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB
3'-0' 9.75 13.00 13,83 16.00 16.50 16.50 X X X X
4'-0' 6.67 11.67 12.50 14.50 14.33 16.67 X X X X
5'-0' 8.00 10,83 11.50 13.00 12.83 15.50 X X X X
6'-0' 7.33 9.83 10.83 11.83 11.67 14.50 19.33 X X X
7'-0' 6.83 9.17 10.17 11.00 10.83 13.67 17.83 19.67 X X
8'-0' 8.33 8.50 9.67 10.33 10.00 12.83 18.67 18.33 X X
9'-0' 8.00 8.00 9.17 9,87 9.50 12.00 15.67 17.33 X X
INTERPOLA nON OK
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RAIL CONNECTIONSl
DETAIL CD
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INTERIOR @
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INTERIOR
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ALUMINUM STRUCTURES MASTER PUN
ENGltEERING 1He. @ COPYRIGHT AL, INC, 1994
31
I PURLlN / BEAM TO BEAM CONNECTION DET AI~
TYP,
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TYP. 5MB OR SNAP BEAM
TYP. 5MB OR SNAP BEAM
1 1 2" x 2 I 8" x .062 RECEIVING CHANNEL
wi (4) - 610 SMS INTO BEAM & (2) _ 610
SMS INTO BOTH SIDES OF 2 x 3 PB
TYP. 5MB OR SNAP BEAM
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TYP. 5MB OR SNAP BEAM
( PRIMARY BEAM )
( SECONDARY ) 610 SMS INTO 1/10 SMS EACH SIDE
PURUN BEAM PRIMARY BEAM OF PURUN BEAM
2 x 4 5 3
2 x 5 5 J
2 x 6 7 4
2 x 7 8 5
2 x 8 10 5
2 x 9 10 6
SEE SCHEDULE FOR FASTENERS
TYP, 5MB OR SNAP BEAM _
~ ALUMINUM STRUCTURES MASTER PLAN
ENC>>EEfftl He. <0 COPYRIGHT AL, INC. 1994
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2x9 5MB
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SPACING BETWfTN SCREWS CANNOT BE LESS THAN 2"
GUSSET THICKNESS MUST BE GREATER OR EQUAL TO WALL THICKNESS
BEAMS SHOWN ARE SCALED AS A 2x9 5MB
OTliER BEAMS ARE SIMILAR
TOTAL FASTENERS
BOTH SIDES
16 eo #10 SMS
24 eo #10 SMS
28 eo #10 SMS
36 eo 110 SMS
28 eo 112 SMS
40 eo 110 SMS
32 eo '12 SMS
TOTAL FASTENERS
BOTH SIDES
16 eo #10 SMS
24 eo #10 SMS
28 eo #10 SMS
40 eo 10 SMS
32 eo 12 SMS
44 eo '10 SMS
32 eo 112 SMS
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16"
20"
20"
20"
20"
20"
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2x6 5MB 22 eo #10 SMS NA NA /O-'U
2x7 5MB 30 eo #10 SMS NA NA
2x8 5MB 34 eo #10 SMS NA NA "
#10 L" " DETAIL 0
2x9 5MB 38 eo SMS NA NA
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "a" "b"
2x4 5MB 16 eo #10 SMS 14" 4"
#10 16" 4" ooooo~]
2x6 5MB 24 eo SMS
000 0 0 0 0 0
2x7 5MB 28 eo #10 SMS 15" 6" 0 o ----L-. 0 0
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2x8 5MB 32 eo 12 SMS 20" 6"
20" 6" EXTERIOR GUSSET PLATE
2x9 5MB 40 eo ~ 1 0 SMS
32 eo 12 SMS 20" 6"
DET AIL @
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16"
20"
20"
20"
20"
6"
6"
6"
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A 4"x./2S" FLAT BAR MAY BE USED
INSTEAD OF GUSSET PLA TES CALLED
OUT WITII AN APPROPRIATE LENGTH
TO ACCOMODA TE THE REQUIRED SCREWS
~ ALUMINUM STRUCTURES ,'t{ASTER PLAN
E~ tIC. @ COPYRIGHT AL, INC 1994
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. I ALUMINUM EXTRUSIONS ID CHART I
II MARK /DESCRIPTION WT/FT AREA l WALL t FLGE D ALLOY 11
STRUCTURAL ITEMS DESCRIBED
(A) 1 x2 OPEN BACK 0,276 0,230 0.044 0.044 6063- T5
B 1 x3 OPEN BACK 0.384 0.320 0.050 0.050 6063- T5
C 3x2 PATIO BEAM 0,681 0.579 0.050 0.050 6063- T5
II D 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063- T5
E 2x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063- T5
I F 2x3 PATIO BEAM 0.681 0.579 0,050 0.050 6063- T5
I (G 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063- T5
(H 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063- T5
2x4 SNAP BEAM 0.786 0.668 0.045 0,045 6063- T5 .
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J 2x4 5MB 1.008 0.857 0.044 0.135 6063- T6 .
[ - IK 2x6 5MB 1.342 1,141 0.054 0.135 6063- T6 .
I L 2x 7 5MB 1.515 1.288 0.057 0.135 6063- T6
M 2x8 5MB 2.147 1.826 0072 0,224 6063- T6
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N 2x9 5MB 2.317 1. 9 70 0.072 0.224 6063- T6 I
0 3x2 POST BEAM 0.800 0.680 0,070 0.070 6063- T5
P 3x3 SCALLOPED TUBE 0.596 0507 .045-,078 .045-.078 6063- T6
L 0 3x3-0.093 TUBE 1.256 1.068 0,093 0.093 6063- T6
R 3x3-0.125 TUBE 1691 1.438 0,125 0.125 6063- T6
~I ,S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6
ANGLES DESCRIBED I
I
(AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063- T6
~
AB 2x2x.093 ANGLE 0.427 0.363 0.093 0,093 6063- T6
AC lxlx.062 ANGLE 0.141 0.120 0.062 0,062 6063- T6
AD 1 x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063- T6 I
- ,AE) 1 x3x.l1 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6
=- RECEIVING CHANNELS DESCRIBED
=- (CA) 1.5x2.125x.062 0.362 0.308 0.062 0.062 6063- T6 I
CB 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063- T6 I
=- (CC) 1.75x3,23x,110 0,834 0.710 0.110 0.110 6063- T6 i
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SUPER GUTTERS DESCRIBED I'
=- , I
.. GA 4"x4" EXTRUDED 1.270 1.080 0.070 0.070 6063- T6 I,
(GB) 4>Tx5>T EXTRUDED 1.358 1.155 0,075 0.075 6063- T6 1'1
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MARK DE SCRIP TlON AREA WALL t
STRUCTURAL ITEMS DESCRIBED
c: (A) 1 x2 OPEN BACK 0.276 0.2.30 0.044 0.044 606.3- T5
(B 1 x.3 OPEN BACK O. .384 O. .320 0.050 0.050 606.3- T5
U. 0.050 0.050 606.3- T5 I
'C .3x2 PATIO BEAM 0.681 0.579 I
lI. 0 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 606.3- T5 I
E 2x2 SNAP BEAM 0.542 0.461 0.041 0.041 606.3- T5
L F 2x.3 PATIO BEAM 0,681 0,579 0.050 0.050 606.3- T5
l G 2x.3 SNAP BEAM 0.680 0.578 0.045 0.045 606.3- T5
H) 2x4 PATiO BEAM 0799 0.679 0,050 0,050 606.3- T5
~ 0.045 0.045 606.3- T5 .
C I; 2x4 SNAP BEAM 0.786 0.668
J 2x4 5MB 1.008 0.857 0.044 0.1.35 606.3- T6 .
I (K 2x6 5MB 1..342 1.141 0,054 0.1.35 606.3- T6 ,
- tL 2x 7 5MB 1.515 1.288 0.057 0.1.35 606.3- T6
~I M 2x8 5MB 2.147 1,826 0072 0,224 606.3- T6
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N 2x9 5MB 2.317 1. 9 70 0.072 0,224 6063- T6 I
~ 0 .3x2 POST BEAM 0,800 0.680 0.070 0.070 606.3- T5
P .3x.3 SCALLOPED TUBE 0,596 0.507 .045-,078 .045-.078 606.3- T6
Q .3x.3-0.093 TUBE 1. 256 1,068 0.093 0.09.3 6063- T6
R .3x.3-0,125 TUBE 1691 1.4.38 0.125 0.125 606.3- T6
- Sf 4x4-0.125 TUBE 2.279 1.9.38 0.125 0.125 6063- T6
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... ANGLES DESCRiBED
(AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 606.3- T6
~ lAB 2x2x.09.3 ANGLE 0,427 0..36.3 0,09.3 0,09.3 606.3- T6
AC 1 xl x.062 ANGLE 0.141 0,120 0.062 0.062 6063- T6
AD 1 x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063- T6
.. ,AE) 1 x.3x.110 ANGLE 0.323 0,275 0.070 0.070 6063- T6
=- RECEIVING CHANNELS DESCRIBED
=- (CA) 1.5x2.125x.062 0.362 0.308 0.062 0.062 606.3- T6 I
CB 1.5x.3.125x.062 0.4.38 0..372 0.062 0.062 606.3- T6 I
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SUPER GUTTERS DESCRIBED II
=- II
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GA 4"x4" EXTRUDED 1,270 1.080 0.070 0.070 606.3- T6 I
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(GB) 4"x5" EXTRUDED _. 1..35~=.. 1.155 . 0.075 0.075
6063- T6 I
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~ ALUMINUM STRUCTURES MASTER PLAN Ii
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'7-~k.it~;':.:01~[~~;~
~UST
Notice of Commencement
d
c.:
ffi'Ruilding Permit No.
1$
!":' ; STATE OF FLORIDA
~ .. ,;
; .
," COUNTY OF PASCO
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, :; THE UNDERSIGNED hereby gives notice that improvements will be made to
~ ;:'qertain real property, and in accordance with Chapter 713, Florida Statues, the
1 ;'~following information is provided in this Notice of Commencement.
1'1
&2$criptiOn of Property
TOtAlsl al description of property, and street address If available}
$: 6\'0 CREST WAY
PHYRHILLS,FL 33540
This atN ,.../Wd for RecotrJlng Purposes only
LOT 25, OAK CREST ESTATES, PHASE ONE, ACCORDING TO MAP OR PLAT THEREOF
RECORDED IN PLAT BOOK 32, PAGES 47 ANr ~!t, PU~IJC ~~!~"p.oe O~ ;,.\&CC =Ol;lr;y,
FL:iRJOA.
Tax Folio No.
1/111111111111111 11111 111/11111I111I1 11111 11111111
99109714
Rcpt: 353838 Rec: 6.00
DS: 0.00 IT: 0.00
08/30/99 Dpty Clerk
JED PITTMAN, PASCO COUNTY CLERK
08/30/99 03:19p. 1 of 1
OR BK 4216 PG 57
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, 2:' General Description of Improvements CONSTRUCTION OF A SINGLE FAMILY DWEWNG
. .: 3 BEDROOM, 2.5 BATHS, COVERED ENTRY/LANAI, SCREEN ENCLOSED POOL, 2 CAR GARAGE
)
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" . : 3, Owner Information
a. Name and address
ROBERT W. ROTHGEB
CAROL M. ROTHGEB
8307 nMBER BROOK LANE
SPRINGFIELD, VA 22153
b. Interest in property FEE SIMPLE
, c. Name and address of fee simple titleholder (If other than owner)
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4. Contractor (name and address) G.L STEVE CONSTRUCTION
37651 8TH AVENUE, ZEPHYRHILLS, FL 33541
a. Phone number (813) 782-1442 b. FAX number (optional, If service by FAX Is acceptable)
5. Surety
a. Name and address N/A
b. Phone number
d. Amount of bond $
N/A
N/A
c. FAX number (optional, If service by FAX Is acceptable)
. '
6. Lender Information
a. Name and address
b. Phone number
d. Designated contact
SUNTRUST !l!AM(, NATURE COAST
P. O. BOX 158, BROOKSVlLLE, FLORIDA 34805-0158
(352)-7H-515~ c. FAX number (optional, If service by FAX Is acceptable)
BARBARA NeWLIN
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7, Florida SaMes (name and address)
a. Phone number b. FAX number (optional, If service by FAX Is acceptable)
8. In addition to himself, Owner designates BARBARA NOWLIN
of SUNTRUSt BANK, NATURE COAST, A FLORIDA BANKING CORPORAnON to receive a copy of the Uenor's Notice as provided
in Section 713.(1)(b), Florida Statutes.
a. Phone number (352) 711-5151 b. 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
datei"pecified). OIherexpiration_ ~ jf/'~
VIR&IIJII/ "'-ofOloner ~~
STATE OF fl:lflltl:t ROBERTW.ROTHGEB C.ATnl M Rnt'hg~h
COUNTY OF .... FlfJ~FIl-f.. Owne"s Name (must be typed)
"',"''',',','N.otaJyPUbliC/ 4, 'D~'
Swom to and subscribed before me, by the Owner whO v
,. :.', .' . SIgnature ; . 7
personally known to me or who produced l) ~ _ . . / I
.( 14. ~ ",' .L ,( .;"t"_, .. -0.: ;l;..: ' Print or Type Name ./ f~J 5 t 7)/, 701-'1..-
-;HIlI day of AUGUST 1M,~ r
l?- t~ . ,My Commlslon /' 1"\ _ _7./ ..A '7 _
1.;.:,\\'.:Expires . oC. __ -v ~
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HOIVIETOVVN POOLS, INC.
STANDARD RESIDENTIAL
SWIMMING POOL CONTRACT
NSPI, TAMPA BAY CHAPTER
Quality Concrete Pools"
State License # CPC025542
37006 Price Drive, Zephyrhills, Florida 33541
Jack Mills. (813) 782-7077
This contract made as ot the date of written acceptance by the member builder listed above
hereinafter termed "Contractor" and the party named below, hereinafter termed "Purchaser."
PURCHASER Bob 0.. (qI4-IlC t.. Ph. HOME
MAILING ADDRESS l~(j11 77~~ I3fltJd{ AI:J.N C- Ph. BUS.
CITY, ST. f~W5-\~ (& "-- ZIP ;:J.;>"I'i"'.3
Contractor agr es to construct a swimming pool and appurtenances thereto as hereinafter provided by the plans, speclflC(!tIons and terms of the contract at:
INSTALLATION ADDRESS to '1 ~ (/}<Lk en -c:~ t Lv I(l Y CITY 2..... tJ l C{ ~ ZIP
lEGAL DESC.
POOL SHAPE----.C\ ,..>&v. MAX WIDTH i ~
PERIMETER C, 1-- lit DEPTH: .3
lit WATER AREA qO r
ft. NSPI TYPE II-
sit
lit MAX lENGTH :30
ft. to" ft. to
OlAl N -e<... 12. Underwater Lighting h ~
1)1::. ('J
2. Filter System t,;; 13. Deck i&, tS 4
3. Pump & Motor I H P 14. Raised Deck - PiAT I un,h.
C'L )0. iJ II A t"'..-L-
4. Method of Chlorination -/0 u 15. Deck Drainage ~V ,"1('" r-......
5. Surface Skimmer S....../~ 16. Retop 'i~
LL. I
6. Backwash Disposal T"'C~ 17. Ladder/Grabrails f<r- D
7. Piping & Inlets 4 - ~ <.... 18. Steps/Handrail S' ~o.(:
,
8. Main Drain . 19. Diving Board & Stand -
9. Therapy Jets .~ 20. Cantilever/Coping/Tile ~K.. k
10. Tile Color_#_ 21. Electrical HookUp
11. Interior Fin!~h Q,: jQIl ~ ftJ-IH 22. Timer .. .
Lu~l'~ 's0{"€'e# I :;l.~~r I3kl<t"J / ~~L
TERMS
Unless specially agreed and set forth herein, Purchaser hereunder agrees to make progress payments based on the total price set forth in this contract, to
the Contractor, as follows:
1. Excess Fill
23. Test Kit
Leaf Net I
24. Vacuum Head - Vac. Hose
25. Brush' Adjustable pOle~
26. Start Up Chemicals 4 w ~-eJ<.s
27. Spa _
28. Heater ~ BTU_Type_
G.~i
GFI_
29. Glass Blocks _
30. Electronic Equipment ;:.1.~" \.J
31. Automatic CleanerC' l4.a":"'14K~~
32. Love Seat Bench y e~
33. Swimout y c.$
CONTRACT PRICE $ :J 3~.3") o-()
10% Down payment
50% When rough shell is in place
35% When plumbing is completed
5% When pool is ready for interior finish
1/ tl.,(, oc)
5K33
oj
5"P3.3 aJ
Construction progress may be arrested between billing and receipt of payment for each phase of construction.
NOTICE TO PURCHASER
DO NOT SIGN THIS CONTRACT BEFORE YOU READ IT OR IF PERTINENT INFORMATION IS MISSING FROM BLANK SPACES.
This is a home solicitation sale. If you do not want the goods or services contracted for, you may cancel this agreement by mailing a notice to the seller. This
notice must indicate that you do not want the goods and services and must be postmarked by midnight the third day after you signed the agreement.
This contract shall be deemed an offer to the Contractor and shall be null and void unless accepted by a duly authorized officer of Contractor within fifteen days of the date and year
noted above the Purchaser's signatures. The salesman has no authority to bind the Contractor. All agreements and understandings are contained in this contract and the Purchaser
warrants that there are not agreements or understandings other than are set forth in this document. Acceptance of the terms of this contract by Contractor is to be communicated
to the Purchaser by transmitting a copy of. this contract to them showing acceptance by the sellers by the execution of a duly authorized officer of the Contractor or by commencing
construction. ~ "
DATE ~~ PURCHASER Date
SUBMITTED BY l PURCHASER Date
ACCEPTED BY 1 Date OWNER Date
If purchasers are husband and wife, both must sign. If owner is different from purchaser, owner must sign.
PURCHASER(S), BY SIGNING ABOVE, ACKNOWLEDGES AND AGREES TO ALL THE TERMS AND CONDITIONS ON ALL PAGES OF THIS AGREE-
MENT EVEN THOUGH SPACE LIMITATIONS REQUIRE THAT SOME ARE PRINTED IN SMALLER TYPE.
TERMS AND CONDITIONS
COMPLETION
Completion date shall be designated as the date that work set out in this contract has been done and the interior finish has been applied, and the pool is ready to fill with water or use of the
pool which shall serve as final completion and acceptance by the Purchaser,
The Contractor shall substantially complete the pool (ready for marcite) within _ working days from completed excavation date. Days lost due to fire, rain, windstorm, flood, inspections,
material shortages, act of God, holidays, work changes, Purchase~s agent, third' party work on the job or failure of Purchaser to make progress payments as agreed shall be added to the
construction time.
Unless specifically stated elsewhere in this agreement, there shall be no penalty or award clauses in the contract.
PAYMENTS
Progress payments are due 5 days after billing date. Late charges of 1 V,z% per month on the unpaid balance will be added on all accounts not paid in accordance with terms. This charge
amounts to 18% per annum.
CHANGE ORDERS
A surcharge of $50.00 will be made for each change, deletion or addition tolfrom this contract or the drawings after acceptance by the Contractor. Such work changes shall be authorized by
a written work order, signed by the Purchaser and the Contractor, at a mutually agreed price. Charges for such items shall be due and payable before application of interior finish.
DELAYS
The Contractor agrees to begin construction in a reasonable time after acceptance of this contract and after obtaining all necessary permits from govemment authorities. (Fees charged for
plan submission to zoning or variance boards, architectural committees, homeowner associations and such will be bome by the Purchaser.) The Purchaser and Contractor both agree to
exercise diligence in obtaining all such permits and approvals.
In the event work on the pool cannot be commenced within 45 days of the contract date or if construction delays occur between phases which are beyond the control of the Contractor
(excluding new home construction), the Purchaser agrees that the contract price of the uncompleted work will be increased at the rate of 1 percent for each 30 days of delay.
SITE WORK
Unless stipulated elsewhere in the contract documents, the Purchaser shall be responsible for the removal or protection of trees, landscaping, vegetation, underground utilities, irrigation pipes,
or existing improvements which might be in the space to be used for the construction work or access, and agrees to pay the Contractor all additional costs incurred as a result of the
Purchase~s failure to so provide.
ACCESS
Purchaser will provide adequate access through his own property or through adjacent property for all men, material and equipment as required to perform this contract including but not limited
to excavation, hauling, concrete mixing and pumping and delivery vehicles or equipment. Purchaser shall obtain written permission of adjacent property owner for ingress and agrees of
Contractor and material and equipment during the construction, if necessary; and agrees to be responsible and hold the Contractor harmless and indemnify him for any loss, injury or damage
resulting to adjacent property owner for any reason. The Purchaser shall be responsible for damage to lawns, shrubs, flowers, trees or landscape material resulting from the construction work
under this contract, unless otherwise agreed to be Contractor elsewhere in the contract,
FENCES
Unless otherwise stipulated in the contract, the Purchaser shall be responsible for the cost of removal and re.erection of fences, gates, ornamental walks and such as necessary for access
of equipment to the pool site.
Compliance with local fence laws shall be the responsibilify of the Purchaser.
DRIVEWAYS AND WALKS
When the agreed access for any construction equipment such as excavators, dump trucks, concrete trucks, pumpers, delivery vehicles and other crosses curbs, drives or walks serving the
Purchase~s property, repair or replacement of such improvements must be agreed upon prior to construction, and the cost of such work included in the contract if the Contractor is to repair
such improvements. If the cost of such repair work is not included and so stipulated, the Purchaser shall be responsible for damage which might occur during construction and hold the
Contractor harmless for any claims for such repairs.
LAYOUT AND EXCAVATION
The swimming pool and related improvements and equipment shall be constructed upon the land and in a location upon such land as shown in the contract documents and agreed to by the
Purchaser. Even though the Contractor may assist in locating the pool and related work, the Purchaser warrants that he is familiar with the location of his property line, easements, setback
sand deed restrictions, and that the pool work agreed upon is within such boundaries and does not violate setbacks or clearance from public utilities required by local, State or National Codes.
The Purchaser agrees to indemnify and save harmless the contractor from any suits, actions, claims of Purchaser or third party for the location of said pool work by the Contractor in the place
approved by the Purchaser.
Due to the inability of either Purchaser or Contractor to anticipate unusual subsurface conditions, it is mutually agreed that in the event the Contractor in excavating the pool shall encounter
pipes, conduits, sewers, grease traps, cisterns, tanks, mass concrete, tree stumps, hardpan, or other obstructions not apparent from the surface which might require blasting, jackhammering
or rippertooth type equipment or other than normal excavating equipment for removal, the Purchaser shall indemnify the Contractor for increased costs incurred by him plus 15 percent
overhead and 1 0% profit.
Relocation of sewers and utilities shall be at the Purchase~s expense.
The excavation costs is based on a mutual assumption that low density soil or muck which should be removed and replaced with new fill and brought to compaction does not exist in the area
of the pool excavation. The Purchaser shall indemnify the Contractor for extra expense to remove and replace such material plus 15 percent for overhead and 10% profit.
The Contractor agrees to provide dewatering devices as required to keep the pool excavation dry during construction; however, when extreme ground water conditions are encountered which
required dewatering in excess of 3000 gallons per hour, cost for additional work and dewatering equipment, along with 15 percent for overhead and profit, shall be paid to the Contractor by the
Purchaser.
When unusual underground conditions are encountered, the Contractor shall notify the Purchaser and provide him with approximate cost estimates for extra work. Within five days of this
notification, the Purchaser shall authorize the extra work or instruct the Contractor not to proceed with construction. If the Purchaser stops construction, the Contractor shall receive from the
Purchaser 15 percent of the contract price stated herein or the Contracto~s costs to date plus 25 percent, whichever is greater,
Unless otherwise stipulated in the contract, the Contractor assumes no responsibility for repair or replacement of seawalls or deadmen, the Purchaser agrees to save the Contractor harmless
from claims against him for subsequent failure of seawalls or other existing retaining walls or structures.
DIMENSION TOLERANCES
All dimensions provided in the plans and specifications are approximate and may vary to a tolerance of 5 percent. When measured surface area of the pool is less than stated in the contract,
the Purchaser shall be entitled to a credit in the amount of $10.00 per square foot from the Contractor as compensation for damages.
The pool and deck shall be constructed to a tolerance of 5 percent of the elevation shown on the drawings. Variations in elevations of greater than 5 percent shall be submitted jointly by the
Purchaser and the Contractor for Binding Arbitration as prescribed elsewhere in this contract.
No damages shall accrue to the Purchaser if the pool is larger or deeper than shown on the drawings.
UTILITIES
The Purchaser agrees to supply the Contractor with suitable water for original construction, warranty work, clean up and for filling as required; and will further supply 110 volt electrical outlet
for the Contracto~s use adequate to operate electrical equipment utilized in construction (20 amps), and make such outlet available to the Contractor for his use when on the job.
EARTH HANDLING AND DRAINAGE
All excess excavated material shall be removed from the job site by the Contractor unless specified in the contract documents before start of excavation. The Purchaser agrees to assume all
responsibility for excess excavated material left on the site at his request. No grading except in the immediate pool and deck area in included unless spelled out specifically in the contract
documents.
When drainage of the Purchaser's property requires filling, cutting or establishment of new grades beyond the construction work built by the Contractor, this shall be considered the
Purchaser's responsibility and the Contractor held harmless by him or claims of direct or consequential damages from run-off, standing water or flooding of the Purchaser's or contiguous
properties.
CONTRACT DOCUMENTS
Plans, drawings, specifications, warranty and proposal, when submitted by Contractor together with this contract, shall form a part of this contract along wnh any change orders executed as
described on Page 2. In case of conflict between the terms and provisions of other contract documents and this contract, the terms of this contract will prevail.
ORAL AGREEMENTS
All agreements between the Purchaser and the Contractor must be in writing and signed by both parties, This contract along with addnional documents described above constitutes the entire
agreement between the parties, and neither party shall be bound by any statements, representations, or oral expressions by any agent or person purporting to represent or act on behait or
either party.
GENERAL TERMS
This contract shall be binding upon and inure to the benefit of the executors, administrators, assigns and legal successors of the parties hereto.
Should any part of this contract be declared invalid for any reason, such decision shall not effect the validity of any remaining portions and shall remain in full force and effect, aifhough the
invalid portion has been eliminated.
In the event that any of the Purchaser's representations herein as to real property prove to be untrue, and as a result of relying thereon, the Contractor is put to unusual expense, the Purchaser
agrees to pay the Contractor the full amount of any additional expense, in addition to all other payments called for, at the time of final payment.
The Contractor expressly denies any responsibility or liability for incidental or consequential damages arising out of or as a result of the use or ownership of this swimming pool.
CONTRACTOR'S RESPONSIBILITIES
The Contractor agrees to supply the materials and labor necessary to perform the work described in the contract documents in a workmanlike manner.
The Contractor agrees to work with all other trades on this job regardless of their union or non.union affiliation. The Contractor assumes no responsibility for the refusal of other trades to work
with his mechanics and employees,
Contractor shall have in force during the entire period of construction liability insurance to the limits of at least $100.00 per person and $300,000 per occurrence,
Contractor will carry workmen's compensation insurance for the protection of Contractor's employees during the progress of work. Contractor shall not be responsible for injury to Purchaser,
his employees or for persons under the Purchaser's direction or other persons at the job sne at the Purchaser's express or implied invitaUon.
The Contractor shall regularly remove trash and construction debris from the Purchaser's premises. Upon completion, the site shall be free from construction material, decks and patios shall
be broom clean, the pool shall be vacuumed, tile and equipment wiped clean and all equipment placed in operation,
Ruts left by equipment will be filled and raked level. No sod replacement, reseeding or replacement of shrubs and landscaping material shall be provided by the Contractor unless specifically
spelled out in this contract.
The Contractor will not substitute any accessories or equipment specified in the contract documents unless that equi~ment or accessory is of equal quality or better, and has the same
functionalability, usability and utility.
The Contractor warrants that his work will meet or exceed applicable building Codes.
The Contractor agrees to pay the cost of all labor, materials, supplies and any subcontract work used to construct the work described in the contract documents and shall hold the Purchaser
harmless against liens or other claims from workers and suppliers, unless Purchaser fails to make full payment of contract and change order amounts.
ELECTRICAL
When electrical wiring of pool equipment is included in the contract, the Contractor shall install such work according to local electric codes and Chapter 680 of the current NaUonal Electric
Code. Items such as remote switching, area lighting, convenience outlets, relocation of overhead or underground wires and conduit or increasing the size of the Purchaser's electric service
or main panel will be considered as extra work and shall be at the Purchaser's expense.
HEATER INSTALLATION
Heater(s) supplied by the Contractor shall be installed and plumbed in place by him, When included in the contract electric heaters shall be wired to power supply, except that upsizing of
existing service or panels (when required) shall be at the Purchaser's expense.
Fuel supply and hook.up of tanks, as well as slacking and venting of gas or oil fired heaters according to applicable codes and laws shall be the responsibility of the Purchaser,
THEFT, VANDALISM AND DAMAGE TO WORK
The Contractor shall not be liable for repairs or damages to any part of the pool work or equipment resulting from natural causes of an act of God such as earthquakes, hurricanes, inundation,
ground motion or natural settlement.
The Contractor shall not be liable for repairs to work nor replacement of equipment from damages caused by neglect, negligence, willful acts, third parties or damage resuifing from other
construction in the pool area or theft or equipment, components or materials installed or stored on the job site by him.
ATTORNEY FEES AND COLLECTING COSTS
Should services of any attorney be required by the Contractor to collect sums due by virtue of this contract or for the enforcement of any provision of this contract, including but not limited to
anticipatory breach of this contract or alternatively arising out of any claim made against the Contractor by the Purchaser, then, in such event, if the Contractor is successful in the recovery
of any such sums or does successfully avoid any of the relief sought by the Purchaser against the Contractor, the Purchaser agrees to pay reasonable attorney's fees and other costs of
defense thereof incurred by Contractor.
ARBITRATION
The parties hereby elect binding arbitration as their exclusive method of settling all claims, disputes, actions, and controversies arising between them relating to this contract or the failure or
refusal of either of them to perform this contract in whole or in part. Arbitration proceedings shall be in accordance with the Rules For Swimming Pools Arbnration adopted by the Tampa Bay
Chapter of the NSPI, Arbnration Committee, and said rules are hereby incorporated by reference into the terms of the contract. Further, said arbnration shall be in accord with chapter 682,
Florida Statutes, as same may be amended form time to time, including but not limited to those statutory provisions therein relating to judicial review of the decision of the arbitrators. A copy
of the Swimming Pool Arbitration Rules of the NSPI may be obtained from the Contractor or any other member of the Tampa Bay Chapter of the NSPI or by writing the Chairperson of said
Chapter's Arbnration Committee at the address set forth hereinafter.
Arbitration proceedings under this agreement shall be commenced by either party sending a written request for arbitration to the Chairperson of the Tampa Bay Chapter of NSPI, Arbitration
Committee, at P.O. Box 15062, Tampa, Florida 33684.5062, together with the appropriate filing fee required by said Arbnration Committee. Request for ArbitraUon shall be on a Requests for
Arbitration Form that can be obtained from NSPI at said addresses, which set forth the issues in dispute, an amount claimed as damages, and the relief sought.
TAMPA BAY CHAPTER, NSPI, P,O. BOX 15062, TAMPA, FLORIDA 33584.5062
LIMITED WARRANTY
The CONTRACTOR warrants its work to be free from defects in material and workmanship and to perform satisfactorily for a period of one
year after completion date or the pool is in use, and if any such defects should appear within such time, shall remedy same without cost to
the PURCHASER provided said purchaser has complied in full with the terms of payment and other Conditions of this contract. PURCHASER'S
failure to make full payments to CONTRACTOR according to the contract and work orders shall void this warranty. Purchased or assembled
accessories and equipment installed under this contract carry manufacturer's warranty and CONTRACTOR neither warrants or guarantees
such equipment beyond or in excess of manufacturer's warranty and sevicing or replacement of such items shall be charged for if they
exceed the limits of said manufacturer's warranty, Defects or failures caused by obvious mistreatment or neglect shall be repaired or
serviced at PURCHASER'S expense.
The concrete structure (shell) carries a twenty.five (25) year warranty that is shall perform satisfactorily during that time.
This warranty becomes void when original purchaser sells or leases described property.
ANY IMPLIED WARRANTY ARISING BY OPERATIONS OF STATE LAW IS LIMITED TO THE DURATION OF THE ONE YEAR WARRANTIES
HEREIN CONTAINED,
A separate instrument warranting the work performed under this contract may be provided to the Purchaser, and it shall be considered a part of the contract documents.
DEFINITIONS
The pool structure shall be considered to 'PERFORM SATISFACTORILY" or be 'STRUCTURALLY SOUND' so long as it is capable of containing water and is free from leaks (exclusive of
evaporation of 1/8' to 3116" per day).
POOL SHELL or POOL STRUCTURE is the concrete work which encases the steel reinforcing bars. Interior finishes are not part of the shell.
Pool equipment which performs the function for which it was designed shall be considered to 'PERFORM SATISFACTORILY."
'DECK AND PATIO WORK' shall be deemed to mean all concrete, tile and masonry work done in connection with the pool decks such as footings, retaining walls, steps, platforms, curbs, etc.
Marcite or marblelite when used as the WHITE INTERIOR FINISH shall be a mixture of white cement and ground marble with appropriate cement additives and shall be trowelled smooth and
dense. Aggregate shall be 'run of the quarry' with a proportionate amount of off.white particles, and the subsequent 'white' finish will be subject to surface discoloration depending upon the
amount of color in the aggregate used.
LIMITATIONS
No warranty extends to any part of the pool, equipment or appurtenances when failure or defect is caused by any of the following conditions or events:
Abuse; lack of reasonable care; lack of necessary maintenance; improper operation; vandalism; acts of God; normal wear and tear.
Freezing of water left uncirculated in plumbing lines, filters, pumps, fixtures and other equipment.
Substitution, replacement or addition or equipment not originally installed nor expressly authorized by the Contractor which might effect the operation or use of the pool.
Repair or service of the pool or equipment by unauthorized parties which resuits in damages to or failure of the equipment.
Water from extemal sources or flooding which might damage the pump or motor.
Cracking, checking, peeling, separation, erosion, pitting, discoloration and staining of the deck finish by use of imprC'per chemicals in the cleaning of the deck.
Subterranean or surface erosion caused by excessive water from acts of nature, outside sources, under or around the pool or deck structures.
Heaving of deck or pool as a result of the growth of trees roots or other outside forces beneath the structure,
Draining of the pool for repair or maintenance without proper safeguards against hydro.static pressure.
Power surges to electrical equipment from transmission lines or lightning,
CONDITIONS
The pool and equipment shall be used in a normal and reasonable manner and operated in accordance with the instructions provided by the Contractor and the equipment manufacturer.
EXCLUSIONS
Items of equipment which require normal replacement from time to time such as light bulbs, lenses, gaskets, pump seals, whip hoses, etc., are not to be construed as replacement under
warranty.
Stress cracking in the decks and patios whether from diurnal heating, shrinkage or other causes unless such cracking or off.setting exceeds the acceptable limits set forth in 'Minimum
Residential Pool Standards' as published by the National Spa and Pool Institute,
Etching, pitting, cracking, peeling, separation, staining, discoloration, streaking, mottling or shading of the marcite finish which occurs AFTER THE POOL IS FILLED WITH WATER and
chemical treatment begun, shall not be construed as defective workmanship or materials on the part of the Contractor,
CLAIM PROCEDURE
Normal warranty complaints should be satisfied by the Contractor after verbal notification by the Purchaser, however, to insure performance of the Contractor, warranty complaints should be
made in writing and mailed or delivered to the Contractor's principle place of business shown at the top of Page 1 of this contract.
BY:
~~
SIGNA"NRE OF CONTRACTOR
OR CONTRACTOR'S AGENT
DATE:
PURCHASER
PURCHASER
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Florida
Power
CORPORATION
November 29, 1999
HOMETOWN POOLS
SUBJECT:
PROPOSED SPA/SWIMMING POOL CONSTRUCTION AT:
WT 25 - OAK ~T SUBt>WISION
6920 OAK~T WAY
ZEPHYRHILLS, FLORIDA
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Thank: you for notifying us of your proposed swimming pool construction at the above location.
The pool proposed for construction at the above address does not conflict with any underground or
overhead facilities of Florida Power Corporation, provided that the pool is installed in the location shown
on the attached site plan provided to us by the pool contractor.
Please call Sunshine State One Call of Florida (1-800-432-4770) a minimum of 48 hours before you dig.
If you have any questions or require any additional information, please call our office at (813) 783-6944.
Sincerely,
FLORIDA POWER CORPORATION
Stephen F. Bunner
Distribution Engineering
SFB: mw
ZEPHYRHILLS OPERATIONS CENTER: 36453 Eiland Boulevard. Zephyrhills. Florida 33541
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PHONE 813-782,1071
37008 PRICE DRIVE
ZEPHYRHllLS. Fl 33541
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