HomeMy WebLinkAbout93-2965
BUILDING PERMIT
ELE~_
CITY OF ZEPHYRHILLS
(813) 788-6611
f1 ~{) /.5-: rD
MEC~,
Permit
N<!
2965 i3
~~
~~T+
Property Owner: . - .;J..
Job Add..,,, ,i - ~ "1 . . -,1, ~~'/ E
PLUM~
Da~-93- '",
~~~
/D-/f -?s
Sewer Conn .
Water Conn:
Water Meter:
T.I.F.'s:
Parcel I. D. #
Zoning: Energy Code:
Description of Work (~._, '
Radon Gas:
FINAL
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.
Inspector
p~rmit Fee S~~1i 0!
Signature d--- -~. ~ &. -
y .
Company .
Address
Telephone#
Valuation or
Contract Price '?-- ~O-O. or)
City License Registration # 3/ r
State Certified License#
~L:~J!3VYU~':~ ~CAL
Ftr. JD- z'J ~ qf n"l/ Tp. Servo ---.
Pre SLB Rough In
Lintel Meter Can
FRM. Const. Pole
Insul. CL Pool
WL Pre-Meter
Final
PLUM~
--.
M~CAL
----
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
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.
~ ')
~o t.J ^.rr:::::>A"1I 0 ,j C,.4. L t.::: U LA-j-{ 0 ~ -.s ~V r""
~As wogL-V .. 12.
3 ~4'9'1 CI+Y ~~ I 1?4 E:.
z= ~FH YI2 HI LL<S l.pl.- -=33 5040
General !nformati~ of Sig:---: Loads, L.c.-.gth, ~"'r-::i:! \/clcx::~tj,'t
S~gn He~ght (Feet):
Sigr. Width (Feet):
Top of Sign (Feet):
Columi Width (Inch):
Center of Sign =
'";)
..;
')('\
.:.~
17.5
10
~5.00
Horizontal Load per Sq.Ft. = 24.00
Horizontal Vector (Lb.) = 1440.00
Adjusted Total Vector (Lb.) = 2422.00
~~~t Created by Sign (Ft.Lb.) = 38752
Mo~ent Created by Sign (I~.Lb.) = 465024
Total i~SU~~ Column Weight = 1312.50
<1> Shape Factor =
<3> Concrete ~~. =
<5> Steel Stress = 24000.00
1.40
11':n nn
.vv.__
Required ~~tion Modulus
Distance fro~ Top
Center of
5.00
10.00
Load
15..00
/'),
.....:.."
E.::rt~ ~~k~ight =
C~: "trJt" ,1Ft"
1"') 11
.~. . i
10 17
,....... I"
/A'
............
<6> ~"'Jind Mph
ScctiOii Mod~:~s
6.0S
Reqtd Section ~ulus of Base CC:Uil1ri = 19.376
~+-~
..::......~.
100.00
71': nn
ioJ.v\.)
110.00
'";)071':')
...;w......J...:..
Adj~St8d Total Vector (~b.) =
2422
c+-~
v"' ,
Depth
1 ') 1 1
.e:..... I I
9.59
8.07
5.92
C nl':
v.v.",)
I': '";)0
.",). JU
11 011
'"T' .u.......
4.40
4.04-
3.'73
3.46
2.23
3.03
') 01':
~. '....v
'} en
Cu.Yds,
Footing,
Cerie . ~AJt .
Footing Size & Wcigh~
~omcnt (Ft.Lb.) =
Req'd Counter,
l\cting Force
c+-~
i \-~,
~AJi dth
4844-
5055
') nn
~.....,\J
') I':n
~....;v
7266
8477
9588
:0899
112110
13321
14532
1 C''':'/l. ':1
.....; l-"...J
3.00
'";) I':n
....,....Jv
4.00
11 I':n
"T.JV
c:: nn
oJ.....,""
I': c::n
....,. ....,v
C nn
v.....,v
C I':n
v....;....,
15954
101h'k
,v.vv
7.00
:.5C
8.00
8.50
10'";)7C
,...,jVI_
20587
"117(10
~ :.J'-,
n ('\('\
..:....-.'-""-'
'1.79
7266.00
9082.50
:0899.00
10711': 1':("\
.~ t I...;.....;""
2.24-
2.69
'";) 111
v. ........
'";) I':n
J....;.:;..
14532.00
4.04
1C'";)AO I':n
IV....;...,.U....;""
A An
'"T'._'::'-
101CI': nn
.......v.....;.""v
4-.93
I': '";)0
....)....;u
:9981.50
21798.00
I': 0'";)
....;.w.....;
23614.50
')I':A'";)1 nn
c:.......;.........; .v......
C ')0
_.c.:............
C 7'";)
v. I......
27247.50
29054..00
7 10
... .........
..., C')
.........c.:..
'";)noon I':n
,..."....vu...... "';v
o r'l'7
~O,,),:::()'7 r'lr'l
....,c.:...v,;;.. I
Round Ftg
Diameter
') ')c
~.c.:...v
') 0')
~.u~
'";) ?n
....;.....,;j
3.95
A 1':1
.........),
I': no
...;.v......
c:: CA
...., . v.....,..
5.21/,
C 77
v. .. .-
7.33
7 n('\
... .;.;,.......
o A C
w. -rv
9.03
9.59
in 1C
~\~~
,t~)M~1
) I\./
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-, ;',' - I \"J C:::C"..;...,~"" i '^ 'J"'-
t'" i, . " ,-v"-'.v~. ~\"'....
\} ,,' J , ,11 c1' ~~~.j t: VL J..I--- L,._
~~SGo
( r 1~.,..i ''', .....1 ,..-:; .1 _ // --, (i-
C' ! -') ~~.. j c1- ~ ~ c?? '=-'
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-t
20'-Q'" S~.
CANOPY BY OTHERS
VERIFY LOCAllON
FIN. SlAB
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MIN. 5" CONC.
COVER - ALL
SIDES
VERIFY THAT SOIL BEARING
CAPACIlY TO BE A MINIMUM
OF 2000 PSF, IF FOUND
TO ,BE OTHERWISE NOllFY
ENGINEER
TOP of ISLAND
MIN. 5" TO MAX.. 5-
FlJLL GROUT BED
~--t--i -, --t--1
I I f I I I I
r--t-- J-' --t--i ~
I ( I I i!S
1---+--= - ~-+---l
I r I I I I I
I I I I I I
1---+--+ -+--+--;
i
ELEVATION
SCALE: 1/4" =
r--T--T -T--T--'
I I I I I I
I I I I I I
1---+--+--+--+--;
I I I I I I I
I IIel I ,
I---+--[t- --ir--+--;
I I II II I I
--r--1 - I Tf -.- -I
1---+--tI_=~--T--;
I I I ~ I I I
~--+--+ -+--+--~
I , I r I ,
I I I I I I I
L__L__L__L__L__J
-t
WIDTH
t-
FOUNDATION
SCALE: 1/4" = 1 '-0"
cr~- )q~
Jt
W0
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::> lL. 0 -.J
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NOTE: THE FOUNDATION IS DESIGNED TO RESIST 100 MPH
WIND LOADS. THE CANOPY, FRAMING, COLUMN AND
PLATES ARE DESIGNED BY OTHERS.
ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THE SOUTHERN STANDARD BUILDING
CODE.
MINIMUM 3000 PSI CONCRETE
MINIMUM 2000 PSF SOIL BFARING CAPACITY
REBARS - fy = 60 KSI
, PLANS REVIEWfO. . '
DATE ("--2.7- 1:.~
BUILDING DEPT APPROVED ~
PLAN
I
OPY rFG #4 AT 1~ O.C. VERTICALLY
AND HORIZONTALLY MINIMUM
OR AT 1 f5' O.C. VERTICALLY
AND HORIZONTALLY MAXIMUM
BY CANOPY MFG
NUT ADJUSTED BASE
PLATE
BASE PLATE
GROUT BED (SEE NOTE)
I I I I
L-----LO --- - _L_____J
I I Lt.. I I
I I~ I I I
I I I
l-----~ --- ~--l- --~--L-----J
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I 1>- l I I I
I liD I I
I I - c.-=. .:::'...J I I
:-----:-----r--', -lr~- CANofYMFG--l
I I I I I I
... I I ( I I
L_ ___L_____L_____L_____L_____J
I I I I I I
FOUNDATION ELEVATION
SCALE: 1/2" = 1'-0"
r-----T-----r-----r--AN'~A~~O~~~~S~~I~~
I I I I I~ .
I , I I OR AI 1f5' O.C. VER
~-----L-----L--L-J _ ~~_r~J~~~ 1M
I I I I I I I
I I I I I I I
l-~~-~r-~! I j, __J -----J
I I II.[[~ I BY CA~IOPY MFG1
I I II ;'l I
I I II 11 I I
~-----~----J~-- --~-----~-----~
I I Lj--l---JJ I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I I
r-----r-----r--r--r-----r-----l
( I I, I I I
f 'I , I I I
, .L~--~~L-----L--r--L--~~_L--~--~
-t
WIDTH
(SEE FTG SCHEDULE)
FOUNDATION PLAi'4
SCALE: 1/2" = 1'-0"
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