HomeMy WebLinkAbout02-1157
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N~
1157
(813) 780-0020
Date 1/- /I-V Q..
~o.~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Property Owner:
Job Address:
Parcell.D, #
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
DescriDtion of Work
Energy Code:
.sC~
~
Radon Gas:
:J..~ K
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Valuation or
Contract Price
'-~, fH)(!) .
dO
)<permit Fee
,>5ignature
Company
Address
>relephone#
City License Registration #
State Certified License#
fJlo 2 /l/~1--n ,
BUILDING
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Com pre
Final
Ftr. r/ ij-jiP ~~:2 %CJ/~l~p. Servo
Pre SLB L/ i -I ~ -&7:; I~ 12lftRough In
Lintel Meter Can
FRM. Const. Pole
Insul. CL Pool
WL Pre-Meter
Final
Driveway
REINSPECTlON 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.
OWNER'S
NAME ;17m2 IJIVtn f),~j jit!/
ADDRESS --s 9' 0 Y 9'. S.t9, t4-t/ ~
CITY OF ZEPHYRHILLS PERMIT APPLICATI;~fJ0-~1 "-( -((- (5i u~
BUILDING DEPARTMENT 5335 8th STREET ZEPRYRRILLS, PL 33540
Phone.813-780-0020 Pax:813-780-0021
DATE RBCBIVED
PLANS REVIEW PEE
y /9;6 L
PHONE CONTACT
JOB SITE
LEGAL DESCRIPTION: LOT(S)
BL0CK
SUBDIVISION
PARCEL ID #
WORK PROPSED: ~CONSTRUCTION
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o OTHBR
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK -=:5c..ree<< ~&_~
BUILDING SIZE !;J)'-/ / SQUARE FOOTAGE ;2.2':?1
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.
HEIGHT J6 t
(
PERMITS REQUESTBD
o BUILDING
$
30tJp .',!)
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES
o NO
BUILDER
COMPANY
STATE CBRT OR REGIS
CITY PROCESSING #
SIGNATURE
******************************************************************
ELBCTRICIAN
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
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 DBED 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, 613-766-6611.
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 document 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 comm~nced 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 FAILURB TO RECORD A NOTICE OF C ENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF Y INTEND TO OBTAIN FINANCING, CONSULT
WITH Y LENDER OR AN ATTORNEY BEFOR CORDING YO OTICE OF MMENCEMENT. JOBS R
$2,5 IIN VALUE D NOT NEED TO RECO D POST A ~ ICE OF CO CEMENT".
acknowledged
IlL-
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 acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
and who Odid [):lid not take an oath
o who has produced
( type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature,of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
I.
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SECTION 7
SOUD ROOF PANEL PRODUCTS
Table 7.3
Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels
Allowable Spans ~or Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E,P.S. 1# Density
Manufacturers Proprietary Products:
. .~-
3" x 48" x 0.024" Panels
-q
Open and Partially Enclosed Buildings --- 'Glosed Buildings
Wind Overhan ~ Condition Wind Overhan ~ Condition
Region Max Region r-: -. 3 4 Max
1 & 2 3 4 1 ,\ 2
Span Span Span Cantilever Span Span Span Cantilever
-
100 M.PH. 15'-4" 17'-2" 16'.7" 4'.0" 100 M.P.H. . ''i .3" 17'-1" 1S'-S" 4'-0"
.--
110 M.P H. '4'.0" 15'.8" 15'.2" .1'0" 110 M.P.H '3 3" ,4'-10" 14'-4" 4'-0.
120 M.P.H. 12'9" 14'.3" 13'.9"i 4.0" 120 M,P.H, 12'.2" 13'-7" 13'-2" 4'.0"
-."--. -----
~ 1 30 M.~~_, :2.: ~(1" 13-3'. 12'lCi .1'.0" 130 M.P.H. ~ 1'3" 12'.7" 12'.2" 4'.0"
, 140M.P.H ~'O.'!'- 11"I,;'.j ..
12'.3'. 4.-0" 140 M.P.H. 10'11" 12'.2" 11 '.9" 4'.0'
r1S0MPH j '0..;>". 11'.4" 10'.11" ; 3' 11" 150 M.P.H. '0 ' 11'-4" 10'.11" 4'.0"
-- - -
I 3" x 48" x 0030" Panels .-
~ --....-.- _.
~ Open and Partially Enclosed Buildings ._..Enclosed Buildings
I Wind Overhan i Condition Wind ~ r Overhang Condition
Ragian '- Region ~-, '..-
1 & 2 3 4 ""'ax 1 & 2 3 4 Max
Spap Span Span Cantilever Span Span Span Cantilever
r----
100 M.P.H. 17.8" 19'-9" 191" ! 4'.0" 100 M,P.H, 17'.7" 19'-8" 18'-11" 4'-0"
110M.P.H. 16'.-2" 18'-1" 17'.S:+ 4'.0" 110 M.P,H. 15'.3" 17'.1" 1S'-6" 4'-0"
.
120 M.P.H. 14'.B" 1S'S" 15'.10" 4'.0" 120 M.P,H. 14'.0" 15'.8" 15'-2" 4'-0"
130 M.P.H. 13'-B" 15'-3" 14'.9" 4'.0" 130 M,P,H. 13'-0" 14'-S" 14'-1. 4'-0.
140 M.P.H. 12'-8" 14'-2" 13'.8" 4'-0" 140 M,P.H. 12'-7" 14'-0" 13'-7" 4'-0"
150 M.PH. 11'.9" 13'.1 " 12'-8" 4'.0" 150 M,P.H. 11'.9" 13'-1" 12'-8" 4'.0"
t' ()"
ul'"'i)"
I 0".".
Max
Canlllever
4..0"
4'.0"
4'-0"
4'-0"
4'.0"
3'.9"
--100 M:'PH~'
110 MPH
120 MPH.
130 MPH.
140 M.P.H.
L'SO M PH
4" x 48" x 0030" Panels
-----C?~~I~nd Partially Enc:!~uildi~~':::~
Wind Overhan ConditIon
Rayio" '1& 2 3 4 Max
S!)8n S an S an Cantilever
19'.5" 21 '.8" 20' 11" 4'0'
'7'.9" 19'.10" 19'.2" -~-O"
~" 18'.0" 17'.5" 4'.0"
14'.11" 16'.9" 16'.2- 4'-0"
13'.11" 15'-6" 14'-11" 4'.0"
'2'.10" '4'.5" 13'.1'" 4'-0"
----~------~
Wind
Region
_..!='nclosed Buildings
Overhan Condition
3 4
S an 5 an
21'.7" 20'-10"
18'.9" 18'-1"
17'.3" 1S'.8"
15'-11" 15'.5"
15'-5" 14'-11"
14'.5" 13'-11"
Max
Cantilever
4'.0"
4'-0"
4'.0"
4.0"
4'-0"
4'.0"
100 M.P.H.
110 M.P.H.
120 M,P.H.
130 M,P.H.
140 M.P.H.
150 M,P.H.
-1=~";'.:;,;,~~"e'~;H~;"~;',~~~"~.: .
I 0', '3'"'~ 'TH DA~O'A c, ".';.
/- ' ... b., .")':.~ 'JBc;~F;7~77'1 L '.' <
- ::.. :-:~F "'''::;-'-B55t:
~
BTRUCTALIa
.UILDINQ .V.T.M. I
"IJRAANK. OLDSMAR. FL :H677-4906
LUCAl (813) 855.26:'7
Nt\TIUNWIDE 1.800-969-3706
FAX. (813) 854-2802
. .,1
7-32
=
'-".
J)P-'l"'R.I(_.jH-~ ...:'()01
~~::: '~~:;~:~:J:Jl..!C~8 L"-i 'I'!"'-'OU:: 0:..,0 '~. ~<\P-;- '~~~:T""'OUi :f..==-vv~lrTF'" P[\~MISSiON OF LAWRENCE E BENNETI, P E
SECTION 3
SCREEN, VINYL, GLASS & MODULAR ROOMS
I
~
'LW' FOR
MAX.
UPRIGHT
LENGTH
~
SELECT EDGE BEAM FROM
TABLE 3.1.1 AND I OR 3.1.2
1" x 2"
H*
't<---
VARIES
MIN. 3-1/2" SLAB ON GRADE
OR RAISED FOOTING
(FOR FOOTINGS SEE DETAILS
PAGE 2-21)
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
* (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
/'LW LOAD W~'DTH
FOR ROOF BEAM
r 'P/2' 'P/2'
AL TERNA TE CONNECTION
@ FASCIA ALLOWED
(SEE SECTION 7 FOR DETAILS)
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
(;1
w
C)O:::
z:::>
-I-
I-{)
~:::>
~~
C/)
O.H.
SOLID ROOF
NO MAXIMUM
(ELEVATION SLAB OR GRADE)
't<---
VARIES
VARIES
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
NOTES:
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND WI IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WI #10 x 2-112" S.M.S. WI
WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN
INTERNALL Y OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF
CONNECTION,
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FORTH WALL
BEAMS FROM TABLE 3,1.4 USING P/2
4, ANCHORS BASED ON 120 MPH WIND VELOCITY, FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION: 90 -120 130 140 150
#8 #10 #12 #12
J
'P'VARIES
1
TYPICAL SCREEN I GLASS ROOM
SCALE: 3/16" = 1 '-0"
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.o. BOX~, SOUTH DAYTONA, FL32121
TELEPHONE (386) 787-4n4
FAX (386) 787~
PAGE
@ COPYRIGHT 2001
3-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
,
SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3
Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures
Aluminum Alloy 6063 T-6
For 3 second wind gust at velocitY of 120 MPH or an aDDlled load of 14 "/sa. fl"
Tributary Load Width W · Puriln Spacing
Sections 3'-0"' T 3'-6" 4'-0" 4'-6" 5'-0- I 5'-6" I 6'-0" I 6'-8" I 7'-0" T 7'-8"
Allowable Helaht 'H' I bendlna 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 7'-7' d 7'-2" d 6'-11" d 6'-6" b 6'-2" b 5'-11" b 5'-8" b 5'-5" b 5'-3" b 5'-1" b
2" x 2" x 0.055" Hollow 8'-0" d 7'.7" d 7'-4" d 7'-0" d 6'-9" b 6'-5" b 6'.2" b 5'-11" b 5'-8" b 5'-6" b
3" x 2" x 0.045" Hollow 8'-4" d 7'-11" d 7'-7" d 7'-4" d 7'-1" d 6'-10" b 6'-6" b 6'-3" b 6'-0" b 5'-10" b
2" x 3" x 0.045" Hollow 10'-5" d 9'-11" d g'-6" d 9'-2" d 8'-10" d 8'-7" d 8'-4" d 7'-11" b 7'-8" b 7'-5" b
2" x 4" x 0.050" Hollow 14'-3" d 13'-4" b 12'-6" b 11'-9" b 11'.2" b 10'-8" b 10'-2" b g'.g" b 9'-5" b 9'-1" b
2" x 5" x 0.050" S.M.8. 19'-1" d 18'-2" d 17'-4" b 16'-4" b 15'-6" b 14'-9" b 14'-2" b 13'-7" b 13'-1" b 12'-8" b
2" x 6" x 0.050" S.M.8, 22'-4" d 21'.3" d 20' -0" b 18'-10" b 17'-11" b 17'-1" b 16'-4" b 15'-8" b 15'-2" b 14'-7" b
. For Maximum hieghts at wind velocities other than 120 MPH, see Conversion Table 38
on the specification page for tables at the beginning of this section and example below.
Note:
For high velocity zones, convert to 130 MPH spans.
Example: To calcualate maximum height 'H' at 140 MPH wind velocity for:
2" x 2" x 0.044" Hollow Extrusion with Load Width = 4'
1. Find 'H' at 120 MPH: H=6'.11"
2. Convert 'H' to decimal feet: H = 6'-11" = 6.92'
3 Select the appropriate multiplier from the conversion table 3A found on the
specification sheet at the beginning of this section.
- if the height is followed by 'b' use Bending multiplier.
- if the height is followed by 'd' use Deflection multiplier.
4 Multiply 'H' in decimal feet by appropriate multiplier.
'H' at 140 MPH is 6,11' x 0.92 = 5.62' = 5'-7"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (366) 767-4774
FAX (366) 767-6556
SEAL
@ PAGE
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3-29
SECTION 2
ATTACHED & FREE-ST ANDING COVERS AND UTILITY SHEDS
r 2'-0" MIN. ~ 3-1/2" (4" NOMINAL)
BEFORE SLOPE I fAll SlABS
_n~~
__ -...m m m fTI- -fTl-'
TYPE I
FLA T SLOPE / NO FOOTING
0-2"/12"
(1) #50 BAR CONT.
CI).
w'<t
-.....
cr .'
'<N
>.....
8"
TYPE"
MODERATE SLOPE FOOTING
2"/12" - 1'-10"
(1) #50 BAR CONT.
· 4
."",....._._.........,~
/.
/ .
· 4
NOTES:
,. THE FOUNDATIONS SHOWN ARE BAsED ON A MINIMUM SOIL BEARING PRESSURE OF 1.500
PSF. BEARING CAPACI1Y OF SOIL SHAll BE VERIFIED, PRIOR TO PLACING THE SlAB, BY
FIELD SOIL TEST OR A SOIL TESTING LAB.
2. THE SlABJFOUNDATlON SHAll BE CLEARED OF OEBRIS, ROOTS, AND COMPACTED PRIOR TO
PLACEMENT OF CONCRETE.
3. NO FOOTING OTHER THAN 3-112" (4" NOMINAl) SlAB IS REQUIRED EXCEPT WHEN
ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST SlRUCTIJRE OF THE
CARPORT OR PATIO COVER EXCEEDS 20'-0". THEN A MINIMUM OF A 1YPE II FOOTING IS
REQUIRED. All SLABS SHAll BE 3-1/2" (4" NOMINAL) THICK.
4. FOR WOOD FRAME UTllI1Y SHEDS THE MINIMUM DEPTH OF THE FOOTING SHAll BE 10" FOR
TYPE" FOOTING AND 14" FOR TYPE'" FOOTING.
5. MONOLITHIC SlABS AND FOOTINGS SHAll BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-1Ox10
WELDED WIRE MESH OR FIBER MESH MAy BE USED IN LIEU OF WIRE MESH.
6. IF lOCAl BUILDING CODES REQUIRE A MINIMUM FOOTING USE 1YPE II FOOTING OR
FOOTING SECTION REQUIRED BY lOCAl CODE. lOCAl CODE GOVERNS.
SLAB-FOOTING DETAILS
SCALE: 314" = 1'-0"
12"
TYPE II'
STEEP SLOPE FOOTING
> 1'-10"
lEAL
Lawrence E. Bennett, P. E.
CIV1L ENGINEER. DEvELOPMENT CONSUL TANT
P.o. BOX 4368, SOUTH DAYTONA, Fl32121
TELEPHoNE (388) 767-4n4
FAX (388) 767-esse
@ COPYRIGHT 2001
-24 NOno BE Re"ROoucEo.. WHoo.E OR ON p,,", ""HaunHE "'om. _"", OF LA_ E.llENNErr. P.E.