HomeMy WebLinkAbout03-1868
BUILDING PERMIT
. NO
CITY OF ZEPHYRHILLS Permit -
1868
(813) 780-0020
Date
; -~5 - 03
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
P,operty Owne" ~; "'-"";.~
Job Address: .3 0, 5 S" V A ~,~-f L-J 0-
Parcel 1.0. "
Zoning: Energy Code: Radon Gas:
~ J\ 0 l' Y\ ~ WeJlh fYV'--
Water Meter:
T.I.F.'s:
r~ e6 ~PMr
OescriDtion of Work
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
C.O.
&~ 0 5
DATE
NO OCCUPANCY BEFORE C.O.
Inspector
DATE
o '1 ;- (I:r-o
Valuation or
Contract Price
Il t SO
, f9-0
Permit Fee :/:::' P-()
,XSignature 4I'~4 ~Arl
Company
Address
)("'8lephone# g' 13 7 (S- ....., 5- ~ 5
City license Registration #
State Certified license#
III-a 7 AIt.J''''' J.
SLB
Tub Set
Water
Sewer
Final
MECHANICAL
Ftr.
Pre SLB
lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Met
Final
Breakers
Ducts Insl.
Compress
Final
BUILDING
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25.00) shall be made for each trip for each trade:
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.
S I TF. PI.AN
(RESIDENTIAL USE ONLY)
PARCEL LD.
~
SEC
~
TWP
Y-
RNG
11-?SC:>
SUBD
{) ()" 00
BLOCK
2(30
LOT
2{)
DATE:
L Irq;: 3
r .
All drawings shall be drawn to scale or fully dimensioned for all parcels.
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({ YL. I X. , 2 I
20
DATE
8UI!..DIN
SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE
ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE). AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO THE PROPERTY. INDICATE THE SIZE, YEAR, AND NAME OF MOBILE; SUCH AS
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES", "RIGJIT-OF-WAY". and "JURISDICTIONAL LINES" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
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HOUSE CONSTRUCTION
rear (80')
ROAD rtANE
"OAD rtANE
NOBILE HONE SET-UP
rear (llSO' )
b 50' 40' ....
8 II) B
II) b.
.... .... ..': ...
~ . 25' ...-: Exiuin, .
~ ~z ..
.; '. Shell ..
50'
ROAD MANE
PL
PROPERTY LINE
R/W = RIGHT-Of-WAY
o = TREES
APPROVED SITE PLAN MUST BE POSTKD AT JOB LOCATlCB.
NOTICE 01' DBBD RESTB.ICTlCB
THIS PKRKIT ..y be subject to "Deed RestrictiCJIW" which are 1IOr8 restrictive than County
regulations. The perait holder as.u.es responsibility for c~liances with any applicable
deed restrictions.
site05: ce
PC95035005/A
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8~ STREET ZEPBYRBILLS, PL 33540
Phon. I 813 -780-0020 Pax: 813 -780-0021 "1_/l1-()3
DATE RECEIVBD c>< -,
PLANS REVIEW PEE
OWNER'S NAME
6-~~ L~{'.e'1
JOB SITE ADDRESS '3" 3 8 Am-e.+~Lt.s +-
PHONE CONTACT 7? 3 -- '3 :5 I "
LEGAL DESCRIPTION: LOT(S)
BLOCK
W I4rt (
SUBDIVISION
PARCEL ID # - J
L" - 2 ~ - <., .-' COS'(') " a 06<lD - 2./30
WORK PROPSED: DNEW CONSTRUCTION D ADDITION DALTERATION
(OBTAIN FROM PROPERTY TAX NOTICE)
DREPAIR
D INSTALL
DSIGN
DMOVE
D DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI - FAMILY
D# OF UNITS
D MOBILE HOME
D OTHER
D COMMERCIAL
D INDUSTRIAL
D SWIMMING POOL
DESCRIPTION OF WORK
D RES\,AURANT & HEALTH DEPARTMENT APPROVAL
(7 '/2 ;' x (2/)
5c12. -c. en It...t:tv ivI. IA../I! US 6rI.. ~C7V r ~ p
V11 a f'l::)~,;i! r
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
~BUILDING $ ;I/~l>
~
~
~AL $
~ 0 ROOFING D SPECIALTY
TYPE OF CONSTRUCTION: D BLOCK
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D FLORIDA POWER
D W.R.E.C.
VALUATION OF MECHANCIAL INSTALLATION
D OTHER
D FRAME
D STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES
o NO
BUILDER
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
~<
SIGNATURE
******************************************************************
BLECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
MECHANICAL
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions"' which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES.AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described aocument and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that'I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
19
(name of person ackno~ledged)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
o who has produced
(type
and whoD did Ddid not
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [}lid not take an oath
Signature of person taking acknowledgement
Signature,ot person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
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SCREEN, VINYL, GLASS & MODULAR ROOMS
SECTION 3
AN ROOF, COMPOSITE PANEL
OR HOST STRUCTURAL
FRAMING
(4) #8 x 112" S.M.S. EACH SIDE
OF POST
1 x 2 TOP RAIL FOR SIDE
WALLS ONLY OR MIN. FRONT
WALL 2 ATTACHED TO
POST 7 "x 1" x 2" ANGLE
CLI EACH SIDE OF POST
I
1" x 2" TOP RAILS FOR SIDE WALLS
WITH MAX. 3.5' LOAD WIDTH SHALL
HAVE A MAXIMUM UPRIGHT
SPACING AS FOLLOWS
MAX. UPRIGHT
SPACING
1'-0"
6'-r
6'-3"
6'.1"
5'-8"
5'-1"
4'.11"
WIND ZONE
102
110
120
123
130
140
150
I
INTERNAL OR EXTERNAL
'L' CLIP OR 'U' CHANNEL CHAIR
RAIL ATTACHED TO POST WI
MIN. (4) #10 S.M.S.
GIRTORCHAIRe
PLATE 2" x 2" x 0.032" MIN.
HOLLOW RAIL
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 - 10 x 10 W.W.M. 1-1/8" MIN. IN CONCRETE
OR FIBER MESH VAPOR BARRIER UNDER
~
ANCHOR 1 x 2 PLATE TO
CONCRETE WITH 1/4" x 2-112"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AT 24" O.C. MAX. OR
THROUGH ANGLE AT 24" O.C.
MAX.
1" x 2" x 0.032" MIN. OPEN BAC
EXTRUSION
Lawrence E. Bennett, P.E.
CML ENGINEER - DEllELOPMEHr CONSUL rANT
P.O. BOX 4368. SotITli DAYTONA. Fl 32121
TELEPHONE (386) 707-4774
FAX (386) 767-6556
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRfITEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SEAL
PAGE
3-11
SECTION 3
SCREEN. VINYL. GLASS & MODULAR ROOMS
Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 110 MPH velocity; using design load of 19 #/SF (32 #/SF for Max. Cantilever)
AlumInum Alloy 6063 T ~
2- x 2- x 0.0""- 2- x 2- x 0.055"
Load Max. Span 't' I (bendIng 'b' or deflection 'd'l load Max. Span 'L' J (bending 'b' or deflection 'd')
Width (ft.) 1&2Span 3 Span 4 Span Max. Width (ft.) 1 &2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-4" d 5'-4" b 5'-2" b 1'-1" d 5 4'-7" d 5'-8" d 5'-7" b 1'-2" d
6 4'-1" d 4'-10" b 4'-8" b 1'-0" d 6 4'-4. d 5'-3" b 5'-1. b 1'-1" d
7 3'-10" d 4'.0" b 4'-4" b 0'-11" d 7 4'-1" d 4'-11" b 4'-9" b 1'-0" d
8 3'-8" d 4'-2" b 4'-1' b 0'-11" d 8 3'-11" d 4'-7" b 4'-5" b 0'-11" d
9 3'.0" b 3'-11" b 3'-10" b 0'-11" d 9 3'-9" :J 4'-4" b 4'-2" b 0'-11" d
10 3'-4. b 3'-9" b 3'-8" b 0'-10" d 10 3'-r d 4'-1. b 3'-11" b 0'-11" d
11 3'-2. b 3'-r b 3'-5. b 0'-10. d 11 3'.0" b 3'-11' b 3'-9. b 0'-10. d
12 3'-1. b 3'-5" b 3'-4" b 0'-10" d 12 3'-4. b 3'-9. b 3'-r b 0'-10" d
3- x 2- x 0.045- 3- x 2- x 0.070-
Load Max. Span 't' I (bending 'b' or deflection 'd1 Load Max. Span 'L'I (bending 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-9. d 5'-10" d 5'-1'. b 1'-2" d 5 5'-8. d 6'-11" d 7'-1" d 1'-5. d
6 4'.0. d 5'.0. d 5'-5" b 1'-1" d 6 5'-4. d 6'-7" d 6'-8. d 1'-4. d
7 4'-3" d 5'-2" b 5'-0. b 1'-1" d 7 5'-1" d 6'-3. d 6'-4. d 1'-3. d
8 4'-1" d 4'-10" b 4'-8" b 1'-0' d 8 4'-10" d 5'-11. d 6'-1" b 1'-2" d
9 3'-11" d 4'-r b 4'-5. b 0'-". d 9 4'-8. d 5'-9. d 5'-8" b 1'-2. d
10 3'-9" d 4'-4" b 4'-2" b 0'.11" d 10 4'.0" d 5'.0" d 5'-5" b 1'-1" d
11 3'-8. d 4'-2" b 3'-1'. b 0'-1'. d 11 4'-4. d 5'-4. b 5'-2. b 1'-1. d
12 3'-r b 3'-11" b 3'-10" b 0'-11" d 12 4'-3" d 5'-1' b 4'-11" b 1'-1. d
2- x 3- x 0.045- 2- x 4- x 0.050-
Load Max. Span 't' I (bending 'b' or deflection 'd1 Load Max. Span 'L'I (bendllil 'b' or deflection 'd')
WI.... (ft.~ 3 Span 4 Span Max. Width (ft.) 1 &2Span 3 Span 4 Span Max.
Cantilever Cantilever
5 6'-11. b 6'-9" b 1'-6" d 5 8'-1. d 9'-r b 9'-3. b 2'-0. d
6 5'-7" d 6'-S. b 6'-2. b 1'-S. d fl 7'-7" d 8'-9. b 8'-5" b 1'-11" d
7 5'-3" b 5'-11" b 5'-9" b 1'-4" d 7 7'-3. d 8'-1' b 7'-10" b 1'-10" d
8 4'-11' b 5'.0" b 5'-4" b 1'-3' d 8 6'-9" b 7'-r b 7'-4' b 1'-9" d
9 4'-8' b 5'-3" b 5'-0' b 1'-3' d II 6'-5' b 7'-2" b 6'-11" b 1'-8" d
10 4'-S" b 4'-11" b 4'-9" b 1'-2. d 10 6'-1" b 6'-9. b 6'-r b 1'-r d
11 4'-3" b 4'-9" b 4'-r b 1'-2' d 11 5'-9" b 6'-5' b 6'-3' b 1'-7" d
12 4'-0" b 4'.0. b 4'-4" b 1'-1" d 12 5'.0. b 6'-2" b 5'-". b 1'.0. d
Note:
1. Above spans do not inclUde length of knee brace. Add hortzontaJ distance from upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be Interpolated.
SEAL
Lawrence E. Bennett, P.E.
GML ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368. SOUTH DAYTONA. Fl32121
TELEPHONE (386) 767-4T74
FAX (386) 76709556
PAGE
3-26
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
.. . . .
IJ ~ 2- #U~NUIt-
Cd{/~I
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;J. ~;;o -0 3
~~~
SQ. FT.
PRICE
Main
Other Area
Under Roof
Valuation:
/ jiJo
Building: ~O v 0';;::>
Electric:
Plumbing ~ /
MechaDioal /1
Radon:
~-rVY'-
11
~ o.,rp~
~Ilmpact vS I~
Connection Ii I
Fees:
f/!t
Trans. Impact
Fees: ;J n-