HomeMy WebLinkAbout01-0142
BUILDING PERMITN~
0142
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
Date '2/12/01
sS.~
PLUM~NG
ME~ANICAL
Sewer Conn
BUILDING
ELEC~ICAL
P,operty Owne" ell ? s .. I? life Ice~: e
Job Address: -rC; 'I Il~1"\ r1CltD{y
Parcell.D, II 12- tf., -:l, - 02. f ().... t)O()i)(J... 05"00
Water Conn:
Water Meter:
T,I.F.'s:
Zoning:
DescriPtion of Work
20 Energy Code;
(c ().( flfl pee. ~ /'
Radon Gas:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
3- { .L( -- e
DATE
Complete Plans. Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration #
State Certified License#
Permit Fee '3 ("r ~ ~
,/ Signature q/441;'O;, j, 1.: (} fJ P A..
Company
Address
Telephone# 35:2 ':5&7.85&0
./
Valuation or /) 11Q. v
Contract Price <. 0 7 /. ..:.
. S(..~ 14u,~.'^-,
BUILDINGt}'S L
ELECT
SLB
Tub Set
Water
Sewer
Final
CHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Roughtn
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Breakers
Ducts Insl
Compress r
Final
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.
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ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
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SEE CONNECTION DETAILS
(SECTION 7)
POST AND BEAM DETAILS
AND TABLES SECTION 2
12" x PAN
(SEE TABLES SECTION 7)
USE 'W TO 'SELECT PAN
FOR REQUIRED SPAN
'W' VARIES
Cf
FOR FRONT. BEAM USE:
A = WI 2+0VERHANG
"/ I Cf' II
FOOTING AND
CONNECTION DETAILS
SECTION 2
CARPORT WALL SECTION
SHED IS FRAMED WITH FO
FLOOR AREA 200 SQ. FT" IF
S.M.S. FOR 1" x 2" AL
1, SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO
16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA.
2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD
BUILDING CODE 1999 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW.
CONNECTION
WALL SHEATHING 1/2" OR LESS
TOP OR SOLE PLATE TO STUD
A. END NAIL
B. TOE NAIL
FASTENER NUMBER I SPACING
#6 COMMON 6" O,C. EDGES AND 12" O.C, FIELD
~6COMMON 2
#8 COMMON 2
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. f' E
PAGE
2-5
SOLID ROOF PANEL PRODUCTS
SECTION 7
[f
J
12"
f
J
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARDl ROOF PANEL
IT
J
12"
f
J
12" WIDE x 3" RISER INTERLOCKING INDUSTRY STANDARD ROOF PANEL
I
1
12.00"
INDUSTRY STANDARD CLEATED ROOF PANEL
....J[ .:..:........:::..:......,.....:,.::..
W ..... ........................
~ ~ ??<<~~~~<<~~<<<~L
SEL~~T PANEL OEPTH 1
FROM TABLES
ALUMINUM SKIN
E.P.S. CORE
........................
...................
SIDE PANEL
CONNECTIONS VARY
(DO NOT AFFECT PANEL
SPANS)
........................
.......................
........................
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
,'"
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
PAGE
7-1
SECTION 7
ALTERNATE CONNECTION:
(3} #8 SCREWS PER PAN
WITH 1" MINIMUM
EMBEDMENT INTO FASCIA
THROUGH PAN BOXED END
#10 x 1-1/2" S.M,S. (1) PER
RAFTER OR TRUSS TAIL
#10 x 3/4" S.M.S. @ 12" O.C.
FOR MASONRY USE
1/4" x 1-1/4" TAP-CON ANCHOR
OR EQUAL @ 24" O.C. FOR
WOOD USE #10 x 1-1/2" S.M.S.
OR WOOD SCREWS @ 2" O.C.
XISTING HOST STRUCTURE:
OOD FRAME, MASONRY OR
OTHER CONSTRUCTION
NOTES:
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
#8 X 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
ROOF PA~_EL TO WALL DETAIL ~'
ROOF PANELS SHALL BE ATTACHED TO THE HEADER WI) H (3) cACH #8 x 1/2" LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE
WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE
PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE
SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE
ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S,M.S.
SEAL
PAGE
EXISTING TRUSS OR RAFTER
SEALANT
#8 x 1/2" S.M,S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 x 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
EXISTING FASCIA
------;
SEALANT
#8 x 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
HEADER (SEE NOTE BELOW)
ROOF PANEL
@ COPYRIGHT 2000
7 -2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
Table 2.1.1 Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T -6
**
Wind Zone = 102 MPH I 110 MPH 120 MPH I 125 MPH I 140 MPH
ADDlied Load = 17# / Sa. Ft. I 20# / Sa. Ft. I 23# / Sa, Ft. I 26# / Sa, Ft. I 32# / Sa. Ft.
Load Width 2" x 3" x 0.045 Hollow
5' 6'-6" S'.11 " C-- S'-7" '/ S'-3" 4'-9"
6' S'-11" S'-S" "'5"~1" 4'-9" 4'-4"
7' S'-6" S'-1" 4'-9" 4'-S" 3'-11"
8' S'-2" 4'-9" 4'-S" 4'-2" 3'-9"
9' 4'-10" 4'-S" 4'-2" 3'-11" 3'-6"
10' 4'-7" 4'-3" 3'-11" 3'-8" 3'-4"
11' 4'-4" 4'-0" 3'-9" 3'-6" 3'-2"
12' 4'-2" 3'-10" 3'-7" 3'-S" 3'-1"
Load Width 2" x 3" x 0.050 Hollow Tilt
5' 7'-4" 6'-9" 6'-4" S'-11" S'-4"
6' 6'-8" 6'-2" S'-9" S'-S" 4 '-11"
7' 6'-3" S'-9" S'-4" S'-O" 4'-6"
8' S'-10" S'-4" 4'-11" 4'-8" 4'-3"
9' S'-6" S'-1" 4'-8" 4'-S" 3'-11"
10' S'.2" 4'-9" 4'-6" 4'-2" 3'-9"
11' 4'-11" 4'-7" 4'-3" 4'-0" 3'-7"
12' 4'-9" 4'-4" 4'-1" 3'-10" 3'-5"
Load Width 2" x 4" x 0.050 Hollow Tilt
5' 9'-0" 8'-4" 7'-9" 7'-4" 6'-7"
6' 8'-3" 7'-7" 7'-1" 6'-8" 6'-0"
7' 7'-8" 7'-0" 6'-7" 6'-2" 5'-7"
8' 7'-2" 6'-7" 6'-2" 5'-9" 5'-2"
9' 6'-9" 6'-2" S'.9" S'-S" 4 '-11"
10' 6'-5" 5'-11" 5'-6" 5'-2" 4'-8"
11' 6'-1" 5'-7" 5'-3" 4'-11" 4'-5"
12' S'-10" S'-4" S'-O" 4'-9" 4'-3"
Load Width 2" x 4" x 0.036" x 0,100" Self Matina Beam
5' 11 '-4" 10'-6" 9'-9" 9'-2" 8'-3"
6' 10'-4 " 9'-7" 8'-11" 8'-5" 7'-7"
7' 9'-7" 8'-10" 8'-3" 7'-9" 6'-11"
8' 8'.11" 8'-3" 7'-9" 7'-3" 6'--7"
9' 8'-6" 7'-10" 7'-3" 6'-10" 6'.2"
10' 8'-0" 7'-S" 6'-11" 6'-6" 5'-10"
11' 7'-8" 7'-1" 6'-7" 6'-2" S'.7"
12' 7'-4" 6'-9" 6'-4" 5'-11" 5'-4"
Load Width 2" x 5" x 0.050" x 0.100" Self Matina Beam
5t 14 '-1" 12'-11" 12'-1" 11 '_So 10'-3"
6' 12'-10" 11'-10" 11'-1" 10'-5" 9'-4"
7' 11'-11" 10'-11" 10'-3" 9'-7" 8'-8"
8' 11'-1" 10'-3" 9'-7" 8'-11" 8'-1"
9' 10'-6" 9'-8" 9'-0" 8'-6" 7'-8"
10' 9'-11" 9'-2" 8'-7" 8'-1" 7'-3"
11' 9'-6" 8'-9" 8'-2" 7'-8" 6'-11"
12' 9'-1" 8'-4" 7'-10" 7'-4" 6'-7"
Example:
,For 2" x 4" x 0.038" x 0.100" Self-Mating Beam; Beam span between uprights use load width to enter table!.
For 12' Roof Panel + 2' Overhang; Load Width = LW = 12' /2 + 2' O,H. = 8' ; Enter table on left at 8' read allowable
span under required load: Thus for 100 M.P.H. wind loadllive load or 17 #/Sq. Ft. and Load Width = 8'-0"
Maximum Beam Span for 2" x 4" x O,OSO" x 0.100" = I 11'-1" I
Spans do not include length of knee brace, Add horizontal length of knee brace to above spans for total beam
spans.
."Note:
For small covers 2" x 2" beams may be used. (see table 3,1.1 for spans)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
2-20
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E,
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APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED
PLANS REVIEW FEE
OWNER'S NAME \-..\ ~~~ \ e... .
JOB ADDRESS "3 <=\ ~ 4, \
.
Hc..~U\S\e..
it.l\t\e.d~ 1\\I.e, I
PHONE
"l<-~h~r hi..llS
I="L '33540
LEGAL DESCRIPTION: LOT(S)
PARCEL I D # l'l. 'llo . '2.. \. D1..<& o. DODD 0 . 0'500
BLOCK
SUBDIVISION
(OBTAIN FROM PROPRRTY TAX NOTTCRl
WORK PROPSED: (JNEW CONSTRUCTION
DSIGN
PROPOSED USE: (JSGL FAMILY DWELLING
(J COMMERCIAL
(J ADDITION
(J ALT E RAT ION
~REPAIR
(J INSTALL
o MOVE
o DEMOLISH
(JMULTI-FAMILY
o INDUSTRIAL
(J# OF UNITS
o SWIMMING POOL
o MOBI LE HOME
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK J~Qtrt "Re.pcU..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.
o BUILDING
$
'2.,0'1 '\ . og
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
o PLUMBING
o MECHANICAL $
D GAS tiROOFING D SPECIALTY
AMP SERVICE
o FLORIDA POWER
[J W.R.E.C.
VALUATION OF MECHANCIAL INSTALI.ATION
D OTHER
TYPE OF CONSTRUCTION: D BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES D NO
BUILDER COMPANY Sc..hC4)H 'Koot,~~, \~i.
(l " STATE CERT OR REGIST # tt- 0 134
SIGNATURE -7 .:1A.Lf'a... jdQ..L,p f tA.. CITY PROCESSING L- 2. i1.
******************************************************************
ELECTRICIAN
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
MECHANICAL
***********.*******************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
LUNlJJ.IIUN;j U~ .lJ~HM1'1' AE'E'lUAV.ll
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictionsH 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~eg~lations. If.the contractor is not
licensed as required by law, both the owner and ~ontractor may be cited for a misdemeanor
violationtlnder stat.e law. I f the owne.r or intendect contractor ar,e 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 <?r contractors, he is advised to have the
contractor(s) sign portions of the "Contractor SectionsH of thi~ apprication 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 GuideH prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "ownerH, I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "ownerH 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 "AH or "A,etc.H, it is
understood that a drainage plan addressing a "compensating volumeH 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
period of six months ~fter the time the work is commenced. One 90 day extension of time
may be'?llowed 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 Sil
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, CONSUL'
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".
Gf~r~ ~~
SIGNAT RE: OWNER OR ~ ENT
~ ~
c../L(} ( ~ Mu:t
SIGNAT . E: . CON CTOR fLlA-
STATE OF FLORIDA 'PASCO
COUNTY OF
The foregoing instrument was acknowledged
Before me this ~ day of F'Eb , 190 I
by
(name of person acknowledged)
Qrwho is personally known to me, or
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
Before me this ~day of t="~8 , '1.oQ..L
by
(name of person acknowledged)
erho is personally known to me, or
? Pi ~c:. 0
o who has produced
(type
Ddid not
of identification)
take an oath.
Dwho has produced
(type of identificatioI
and who Ddid [)Ud not take an oath
~
acknowledgement
Sign ture of person taking acknowledgment
."., ~ suzanne oouglas-Allen
. MY liQ!T!lT1IlloJlV01 ~8'7-4201I
Name *0'; pn.m:e ~ stamped
, '17 Expires october ,
~"f\'
!en
Name typed, printed or stamw *MyCommissionCC874208
--." ..."..~ Expires October 25, 2003