HomeMy WebLinkAbout96-6173
BUILDING PERMIT NO
CITY OF ZEPHYRHILLS Permit.
(813) 788-6611
6173j}
Date
/ tJ - / R -9 b
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
JI ;t~ .
Property Owner: ~ / ~
Job Add,.", 26..x:~\__ . ?;;,. 0
Parcell.D. # ~ i - .;LS -,J./... " ..;J / 0- 6 /:] tJ
Water Meter:
T.I.F.'s:
~::~r~~tion o~-~~i?plE~Y CO(;/\H' A J
Radon Gas:
FINAL
7
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
Pern:'it Fee ~ ~ cJ-i~ < ~
Signatur0---= ___~ c...~
Company ,
Address
Telephone#
~~~t~~i~tn p~~ce,,__,~_~' ~
City License Registration #1 '7 6 c2...
State Certified License#
~/t;~
I
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 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.
/ tJ _/'1>910
APPLICATION FOR PERMIT
CITY OF ZEPHYRlIlLLS
BUILDING DEPARTMENT
OWNER'S NAME G?,c...A- IV L /{Oll-'I 'l.O AlJ PHONE 3$2.-..5-;). '3 -/7 If
OWNER'S AI)DRESS_~. 0 ,~~ '- ?.Lf:~-DAJfl el/Iy "3 '3 S-U
JOB ADDRESS 76 If r (;."",UIf,/ >'-,,-4 i)/L. -Z - flt//,?
LEGAL DESCRIPTION: LOT(S) CJu~ Ao"si BLOCK'-- SUBDIVISION G",4\-"'" Lj.!,lI-fUI>I',s
PARCEL I. D. t 3 ~ - ;;. S- - ~ / - 0 0 I" - 0 ( 3"0 (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED: _New Construction ~ddition -Alteration _Repair _Install
_Sign _Move _Demolish
.
PROPOSED USE: _Single Family _M/F - # of Units _M/n
~connercial - Indus t . _Swim. Pool _Other
Restaurant & Health Department Approval
- \\ n ... /1... II
DESCRIPTION OF WORK: \YA Tt 0 \..J:)vEI'2--' 0 N €'fJS 7ik,
, ~~ Z'?~
BUILDING SIZE: ~ 0 x~. 1120 Square Feet, Height
.> ,--*J ..
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTAL11 (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
..L.BUILDING
$
f I) 00
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_MECHANICAL
$
Valuation of Mechanical Installation
_PLUMBING GAS ROOFING
SPECIALTY
/)' L/ ,...",.... Other
TYPE OF CONSTRUL'TION: _Block _FrOle _Steel
YES
~
FINISIIED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
..***.********.***........*...*.*........*
BUIWER
Signature
&2~
CONTRACTOR SECTION
"-
COMPANY /?1,e. Ey.~/()~ -::t""PC-._
State Cert.. or Regis t. t 00 it II /4'
City License Registration t
*.*.**...*.*.....*........*.*....********.
ELECTRICIAN
SiRUature
COMPANY
State Cert. or Regist. #
City License Registration i
**********************.*************....**
PLUMBER
Signature
COMPANY
State Cert. or Regist. .
City License Registration #
***.**..*.*****.***..*******.*************
MECHANICAL
COMPANY
State Cert. or Regist. t
City License Registration .
*.****.***********.*****.****..*****......
Signature
OTHER
COMPANY
State Cert. or Regist. t
City License Registration i
**...*.....*.*.***...****.....**.*......**
Signature
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this per.it lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. The 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 o~er and contractor laY be
cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirements lay apply for the intended work, they are advi~ed to contact the City of Zephyrhills Building DeparLtent, (813)
788-6611., . . ,
Furtherlore, if the owner has hired a contractor or contractors, he is advised to ha~e the contractor(s) sign portions of tbe
"Contractor Sections" of tbis application for wbicb they will be respons\ple~ .If you, as the owner &ign as the contractor,
you are indicating tbat you, rather than the contractor, are responsi61e for the work. If"tbe contractor wisbes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting privileges in tbe
City of Zepbyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify tbat I, tbe applicant, have been provided with a copy of "Florida's Construction Lien Law - HOJeowner's Protection
Guide" prepared by the Florida DepartJent of Agricultur~ and ConsUler Affairs. If tbe applicant is sOleone other than the
"owner", I certify tbat I bave obtained a copy of the above described docUlent and prolise in good faith.'to deliver it to the .
"owner" prior to couenceaent.
E. CONTRACTOR' S/OWNER I S AFFIDAVIT.
I certify that all t,h~ inforlation in th~ application is accurafe and that all work _ill be done in cOlpliance with all
applicable laws regulating construction, zoning, and ~and developlent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perlit and that all work will be perfofled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in tbe jurisdiction. I also
certify that I understand that the regulations of otber govefDIental 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 li.ited to:
t Departlent of Environmental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater TreatJent
t Southwest Florida Water Hanagement District - Wells, Cypress Bayheads, Wetland Areas~ Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US EnviroDlental Protection Agency - Asbestos abatement
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 sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit 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 issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued sball beCOle invalid
unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized b, the per.it is
suspended or abandoned for a period of six IOnths after tbe tile the work is cOJJenced. One 90 day extension of tile, JaY be
allowed for the perlit 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 IOntb period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCEHENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMKHTS TO YOUR
PROPERTY. IF YOU INT~ND. TO OBTAIN FINANCING, epNSULT WITH YOUR LENDER OR AN ATTORNEY BEFORB RECORDING YOUR HOTICE OF
COHHENCEHENT~ J08&U~bER,$2~500.IN VALUE '00 'NOT NEED'rO RECORD AND POST A "NOTICE OF COHMHNCKHENT".
~ ~G~t?
SI . ER OR AGENT
~~-~ c:?-R
SIGNATURE: CONTRACTOR
-----
STATE OF FLORIDA
COUNTY OF ~~
The foregoing instrument was acknowledged
before me this Vcl. I L, 19~ by
N~ h' ~R
who is a v known to me or who has
produced
as identification and who did/did not
ta~th. ~ ~~
J:)~op ~ aLl
(Signature) - .
\.h M b €N e.... of Sc],\~r-l ct.l J
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
ii' ~ KIMBERLEE SCHARLAU
My Commission CC361276
* * Expires Apr. 04,1998
Bonded by ANB
4}41t.,~ 800-852-5878
STATE OF FLORIDA
COUNTY OF Pots (!fi)
The foregoing instrument was acknowledged
before me this t::l~ II , 19~ by
w~t;i:~;;:;lal~ k~~me or who has
produced
as identification and who did/did not
~W~
(Signtture) ~~6
~he.r-le:e '() 1./
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
""'~ '+ KIMBERLEE SCHARLAU
&1 My Commission CC361276
* * Expit..Ap,.04,1998
Bonded by ANB
~.,~ 800-852,5878
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ATTACHED ALUMINUM COVERS
--- ----
TABLE 4
continued
, I '.: .
3"x 3"xO.040" ROLL FORM.
1 0' _0" 2,381 132 108 99 74 43
11'-8" f ,786 99 81 74 56 33
13'--4" 1,389 77 63 58 43 25
15'--0" 1,042 58 47 43 33 19
3")( 3"xO.060" ROLL FORM.
11'-0" 3,600 200 164 150 113 65
12'-10" 2,700 150 In 113 84 50
14'_8" 2,100 117 95 88 66 38
16'~" 1,575 El8 73 66 32 29
3" "xO.060" SCALLOPED OR FLUTED E RUSION 6063 T-6 ALLOY
11'-10 .408 189 155 142 f07 62
13'.10" 2,556 142 1 t 6 107 BO 46
" 8 106 87 80 62 35
1 7' .10" 1,491 83 68 62 47 27
3"x 3"x O.90"TUBE EXTRUSION 6063 T.6 ALLOY
11' -10" 5,1 B4 2B8 236 216 16.2 94
13'-10' 3.8B8 216 177 162 122 71
15'-10" 3,024 168 137 126 95 55
17' .1 0" 2,268 126 103 95 71 41
3"x 3"x O.12S"TUBE EXTRUSION 6063 T-6 ALLOY
13'-9" 6,912 384 314 288 216 126
16' -1" 5.184 288 236 216 162 94
18'-4" 4.032 224 183 168 126 73
20'-7" 3,024 168 137 126 95 55
'''x 4"x O.12S"TU9E EXTRUSION 6063 T-6 ALLOY
15'-9" 9,312 517 423 38B 291 169
18'-5" 6.984 386 317 291 218 f27
21'-0" 5,432 302 247 226 170 99
23' -8" 4,074 226 185 170 127 74
. ALLo( 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
TABLE 5
ISOLATED FOOTINGS
UPLIFT lOADS
FOOTING TYPE & SIZE
POURED CONCRETE
1'-o"X l'.O"X 1'-0"
1'-4"X 1'.4"X 1'.4"
l' -6"X I' -S"X 2'-0"
f'-B"X 1'.8"X 2'-0"
1'-S"X l'-8"X 2'.6"
2' -o"X 2' -O"X 2'-0"
2' -6"X 2' -6"X 2'-6"
PRE-CAST SLAB WI eo, SACK-CRETE
" BACKFILL OVER SLAB
l'-4"X 1'.4"X 2'-4"
MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/lSOlATI:D FOOTING
FOR BELOW liSTED WIND VElOGITY
100 MPH 110 MPH 120 MPH
29 25 21
86 72 61
163 136 116
187 '56 '34
275 229 196
346 288 257
463 386 331
117 97 56
LAWn.ENC"~ E. BENNETT, P.E.
ova F.NOlNFER '" ['SVELOI'MBNr CONSULIA.'IT
POBOX 436l! SOUy~ DAYTONA, FL 32121
p~r 1 (00.4) 767.4774-
J~X , 1 (904) 767-6556
o COPYRIGHT, 1996
NOT TO Bt: REPRODUCED IN WHOLE OR IN AIIRT WITHOUT WRITTEN !'ERMfSSION FROM LAWR"NCE 1:. aENNI:TT. p~.
3
.52
, \'f~"
ATTACHED ALUM.HUM CO"~AS
MAx. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STffUCTURES WI SOLlO ROOFS 6063
T-6 AllOY
EXAMPLE: FOR SPAN "l" ON DRAWING USE lOAD WIDTH = 'W'/2 + O,H.
2"x 4"x 0.050" TilT BEAM: LOAD WIDTH", 14'/2 + 2'O,H. = 9'
lOAD WITH = 9'; L.L. @ 22#/SF BEAM SpAN = 7'-3"
BEAM SIZE bEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAn
LOAD WIDTH 22#/SF 32#/SF 100 MpJ.f 110 MPH
2"x 3"xO,050"TILT BEAM OR 2"x 3"XO.OSO"EXTRUSION
5 '8'-1" 6'-7" 9'--0.
S '7'-4" 6'-0" 8'-3"
T 6'.tO" 5'-6" 7'-6"
8 6'-5" 5'-2" 7'-2.
9' 6'-0. 4',11" S'-g"
to' S'-S" 4'-S. 6'-5"
11' 5'-5" 4'-5" 6'-1"
12' 5'-2" 4'-3" 5'.10"
2"x 4"x O.050"x TilT BEAM
S' 9'-9"
6' 8'. t 1"
7' 8'-3"
8' 7' -9"
9' 7'-3"
10' S'.11"
1 t' s'-1'
12' S'-3"
2"x 4"x O.044"x 0,120" S.M.B.
5' 12'.10.
6' 11'-8"
l' to'-10"
8' to'-1.
9' 9'-6"
10' 9'-1"
11' 8'-8"
12' S'-3"
2"x 5"x O.050"x 0.120" S.M.B,
5' 15'-2"
6' 13'-10"
l' 12'.10"
S' 12'-0"
9' 1 t'-3"
10' to'-s"
11' 10'-3"
12' g'-g"
2ftx 6"x 0.05O"x 0.120" S,M.B,
- 5' 17'-2"
S' 1S'-S"
7' t 4'-6"
S' 13'-7"
9' 12'-9.
10' 12'-1"
11' 11'-1"
12' 10'-3"
TABLE 2
EXAMPl.E
8'-0"
7'-3"
s'-g"
6'.-3.
5'-11"
5'-7"
5'-4'
5'-0"
10'-0'
9'-6"
8'-10"
8'-3'
7' -g"
7'-S"
7'-0"
6'--9"
12'-4"
11'-3.
10'-5"
g'-g"
9'-2"
8'-9"
8'-4.
8'~8"
14'-0.
12'-9"
11 '.1 0"
11'-1"
10'-.5"
g',11"
9'-5"
9'-0"
10' -11"
10'-0"
9'-3.
S'-8"
8'-1.
7'-9"
7'-4"
7'~"
14'-4"
13'-1"
12'.-1"
11'-,4"
10'-8"
10'-1"
g'-S"
9'.-3"
1S'-1'.
15'-0'
14'-4"
13'-5.
12'-S.
12'--0"
11'-5"
10'-11"
19'-2"
17'-6"
16'-2.
15'-2"
14'-3"
*!~:~~
8'-1.
7'-4"
6'.10"
G'-S.
G'-O"
S'-S"
5'-5.
5'_2"
9'-9"
8'-1'.
8'-3"
7'-9"
7'-3"
6'-11"
S'-7"
6'-3"
12'-10"
11'-e.
10'.10"
10'-1"
9'-S"
9'-1"
S'-S"
S'-3"
15'-2"
13'.10"
12'-10"
12'-0"
11 '-3.
10'-8"
10'-3"
g'-o"
17'-2.
15'-S"
14'-6.
13'-r
12'-9"
t2'-1"
1t'-r
10'-3"
120 MPH
7'-5"
6'-9"
6'-3"
5'.10"
5'-6.
5'-2"
5'-0.
4'-9"
8'.11"
8'-1"
7'~"
7'-0"
6'-8.
6'-3"
6'-0'
5'-9"
11 '-3"
10'-S"
9'-1 t"
9'-3"
8'-S"
0'-3.
6'-10.
7'~"
13' .1 0"
12'-8"
11'-8.
'10'.".
10'-4"
g'-g.
9'-4"
A'-11.
:,'1;
.. -~'
15'-S"
14'-3"
13'-3"
12'-4"
11 '_So
1 "-1"
10'-S"
10'-1"
LAWRENCE E. BkNNETT, P.R.
CIVIL ENG[!IIEF.R .1\ DEVELOPMENT CONSUlTANT.
po, BOX ..369 SOUTH DAYTONA. Fl 3:1121
1'1<0,,( 1 (90") 767.~77"
fAX" t (90.) 767.6556
i.;;,'
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C COPYRIGHT. 1996
NOT TO BE RI:PAOOUCED IN WHOLE OR IN ~AT WITHOUT WRITTEN PERMISSION mOM LAWRENCE e BI:NNEIT. PE.
3
49
,
c,, t_t\. .). .'j1~j
, .V~f..:Jli:',,<~.,.... . ~{:';N '~f1;~
MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM
COMPOSITE ROOF
PANELS W/3105.H14/H-25 ALUMINUM ALLOY SHEATHING & 1.0# EPS CORE
WINO LOADS
CAnpOnTS, SCREEN &
O.H. CONDITION
3"x 0.026"
100 MPH W l.
110 MPI-I W. L
120 MPH W. l
-.
ATTACHED ALUMINUM COVERS
TABLE 1
VINYL. nOOMS, AND OTHER OPEN DUIL.DINGS.
NO O. H. l' O. H. 2' O. H. 3' O. H.
15'-4"
13'-9"
12'_6"
15'-6"
13'-11"'
12'--8"
15'-10"
14' __4"
13'-2"
16'_6"
15'-0"
13'-11"
3"x 0.032" ~6r=v
100 MPH w. L. 16'-8" 16'--9" 17'-9"
110 MPH W. L. 14'-11" 15'-0" '15'-5" 16' -1 "
120 MPH W. L. 1 3'.-7" 13'-9" 14'~2" 14'~10"
4"x 0.026"
1 00 MPH W. I . 15'-8" 15'-10" 16' --2" 16'-10'"
110 MPH W l. 14'-0" 14'-2" 14'_7" 15'-3"
120 MPH W. L. 12'-10" 13'--0" 13' -5" 14'-2"
4"x 0.032"
100 MPH W L. 18'-8" lS'-10" 19'-1" 19'-1"
110 MPH W. L. 16' _9" 16'--10" 17'-2" 1 7'_9"
120 MPH W. l 15'-3" 15'-4" 15'-9" 16'-4"
LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD)
ALL BUILDING TYPES
3"x 0.026"
22#/SF 13'_1" 13'-2" 13'-8" 14'-5"
32/t/Sr- 10'--.10" 11'_0" 11'-6" 12'-5"
3"x 0.032"
22H/SF 14 '-.-2" 14'.-4" 14'-9" 15'_5"
32/11SF 11'--9" 11'-11" 12'-5" 13' -2"
4"X 0.026"
22/11SF 13'_5" 13'--6" 14'-0" 14'-8"
3211/SF 11'~1"' 11'--3" 11 '___9" 12'-7"
4")( 0.032"
22ft/SF 15'-11" 16'--0- 16'--5" 17'-0"
3211/SF 13'-2" 13'.--4" 13'-9~ 14'-6"
1. TOTAL ROOf: PANE:L WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG.
2. THE LESSER SPAN OF WIND lOAD OR LIVE LOAD SHALL GOVERN.
LAWRENC"~ .E. BtNN"~TI, P.E.
Clvn. ENC:lNl;ER & OEVl>lornEl'rr CONSUl.:rAl'lT
po. sox 4369 SOUTH DAYTONA. FL 32121
"HoNE I (904) 767-.774
'A)( 1/ 1 (OO') 7()7-6556
Q COPY"'IGHT, 1m
NOT TO BE R~PRODUCE"O IN WHOLE OR IN AIIRT WITHOUT W~l1,EN PERMISSION FROM LAWRENCE E. BENNETt. PE
3
48
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