HomeMy WebLinkAbout97-7239
BUILDING PE^RMIT 7239
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
f)
Date
/I-(J.J-Y'
~ ELECTRICAL PLUMBING
pmpertYown~~~
Job Address:
MECHANICAL
Sewer Conn
Water Conn:
~.'~
Water Meter:
T.I.F.'s:
Parcel I. D. #
Zoning: ~ergj Code:
DescriPtion of Work_ ~~"f'
Radon Gas:
FINAL I ;l
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration #
State Certified License#
Permit Fee
Signature
Company
Address
Telephone#
~i.~
Valuation or
Contract Price J ;;;L.. 0{5l . (J--i)
../
~A--
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
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 ($~) shall be made for each trip for each trade:
.2...~ -:- P2J
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.
i n 7
"1' ,O."f, {/." ,..
-- ,,',</1/1. ;'11,;' F
f<
A
I
1
"
~
.. _.;'{" .:....,...} I
r i ---1 "
IT, If11';
... ',1'1 p
'1 F ;","
I
. .~~
-
t
,.---/
J \ Y "J) j)~
'Y~~\~
./ I)
~ytl~~(,"t' ~
,/ &p> f1
. i~ll/ ~ \11(,,'
I
I
I
I
q
'"
30 X,IL ';:!. 3(. 0
2'5" l\ lk - 400
-
S;t-.. (t> ::- $'V
j ;<. /0 - 10
-
-.~--
q 00 Ot. .(7
$/5JO.., 1.)6,~;(;
+ ({It.. ~I"'r of II "
) 'l.
Co" /,J Wilt c.. ~. 1t.R: ') 'l. ." 0
f~te..,....T ~ ~."o
-If {~~~ ,tJo
--~--
:~.'g , .
f-!-- €a -
f
i
i
I
i
,.,
.... "-1
'''1
""f J ...
r'~ i
' t\." ~ ~ ~ ·
, J.-.d ....
"} .c.--'-___/:, /.__
t. - ---- ._ .
:tii-- " --,)
.,Jt!'-
'f A::o.' '
, 'QI ~ 5t1
I t
;
-.
4-.---____._____ / b ' -
\,1
~I
: ,
: I
iL~,
.--.'-----7
I
( I
'~o
J
o
~
t
,
~ ...... .-I:J. -
I
I
..".;
I
I
!
. , I
""'-- ."!J- ----e.j
! .:
\
N
.
MI'o P S't IHj
'sew€ ({,' 112 cJ ; ANT)
f LIE (. /I(u~k<(IJS
t4Rf t" IU /IJ.$~/("D
P'f "" rn",. or-
ON/! Ft?,r IP70
SL,JI13
!
SM/THB/LT /NDUS TR/ESz INC. ,
= . ...
. ANCHORS ;
PORTABLE BUILDING
BUILDING ANCHOR SCHEDULE
NO. OF ANCH. @ NO. OF ANCH. 0 TOTAL ANCH.
BUILDING SIZE END OF BLDG. SIDE OF BWG. PER BLDG.
8',10'&& 14' WIDE TO 24' LONG 4 - 4
48' 4- 2 6
. ,
50' 4 4 8
," '.
20',22'&24' WIDE TO 24' LONC 8 - 8 , :
I "
, .
48' 8 2 10 II .
;
50' 8 4 12
BUILDING ANCHOR DA TA
MODEL BAR EYE HEUX UPUFT CAPACITY
NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL
.J6SHE34 30' }'2' 1%' 4' 2500 Ibs. ;
NOTE.' i
J
SIDING 1 THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE , I
1994 STANDARD BUILDING CODE AND THE AMERICAN
SOCIETY OF CML ENGINEERS STANDARD CODE ANS!/ASCE-9J.
---
~ 2x4 WALL STUD ,
~ %'lIx4' LAG BOLT & LEAD
SHEILD ~ 6'-0' D.C. ,
",
L.. .......1 .... 2x6 P. r. PLA TE: !
"""'"
'. ., )
. . ..~ ' ..~' '. - ", ~ CONC. SLAB
. '"" : ... ,. "
.'''. .,.(
, .. . .
~
~
;
TYP. CONN. TO CONC. I
BOL T THRU ANCH. && 2x6
\
~SKIO (TYP.) SKIO OR HE40ER SE4M 1
w/ %'11 x 4' LAG BOLT ... 0
r SIDE ANCH.
g~ty~ .r-- -----------.L..-----l. BAR ...
!
~' ,
I ,
:f--- - -- - --- - - ---- -- -f:
I I
, 'q~
~L--------------?ZL / dt.4a- ~
EN~ANCH. ANCHO~ SPACIN~ PLAN' '1/z<1/'1~ - TY. ICAL ANCHOR
SCAU NONe DAn LOCAllOIt 0#' J~ 1n'ICAL I'OffTA/Il.E 6f,Al.J)INI: NiCHOl! S
0_ rr D.Me. ~ -. - - -.a. toe.
QCCllU rr "..I.M.
-- --
0l(QlID "' "~MO.
_lid A-I 1~(Yr "
;
, .
,
I
J
r
. .
tJ (Q 'f
62 ~-;....,
$ ~C)
t.;:f.:::::
.
C)
, I
"l-
"-
e
.
C) .
,I C)
CI::l ,I
~ i'..
e:
tJ
0:::
$
. .
!.f) (Q (Q
~ ~,I
c.:: C) r<')
$ Q:::C)
t.;:f.:::::
~
C
..
)
)
:;
-
J
;?
REfERENCE DRAWINGS
-i
~
)
)
)
)
.J
2
-i
....
2'-0"
.... ..
1'-4"
...
VARIES FROM 8'-0" TO 50'-0"
JOISTS SPACED @ 2'-0" ON CENTER
2'-0"
JOISTS SPACED @ 1'-4" ON CENTER
1'-4"
2 x 6 HEADER
I ~ USE 4 ROWS OF (3)-2x6 BEAMS
V FOR 14'-0" It7DE BUILDINGS.
....
2 - 2 x EAM
----
~
'---
~
~
~
(Q
lo<:
~
2 - 2 x EAM
2 x 6 HEADER
~
FLOOR FRAMING PLAN
SCALf: 1/2"=1'-0"
----
~
r::
'---
h
as
CIS
"l-
lo<:
~
.. USE
ENDS
1 x 3 BRIDGING & LA
2-2x4 DOOR HEADER
2 x 4 HDR.
'\ I 1'\ I bI
. " I 3'-6" " I ').,1-
~ " / WINDOW " I
"- ,,/ OPNG. (DOOR OPNG.) \/
r<') /\ (TYP. ) /\
,I / \ / \ ;P
~ / \ ---- / \
~
/ 2 x 4 SILL \ . 5: / \
C) C)
1 x 4 BRIDGING . ,I 1 X 4 BRIDGING
. .1 <0 gs ~
~ C)
~
"-
2'-0" .
L s.
( TYP.) 1,'" . r<')
~ "l-
"- .
2 x 4 BOT. PLA TE L x 4 BO T. PLA TE "-~~
-----------------------------~---t-------------------- -t:
"'- /' / ~ t
2 x 6 HEADER ~ 2"x8" TRULDX PLATE _/(4) NV / 2 - 2 x 6 BEAM (BEYOND)~ Jj .
TOP & BOT. & (4) TOE NAILS @ 3/4" PL YWOOD FLOOR ~
BOT. OF EA. STUD (TYP. @ EA. r-- "-
BENT & TOP & BOT. OF END C'\J
WALL STUDS)
SIDE ELEVA TION wi DOOR & WINDOWS
SCALE: 1/2"=1'-0"
1 x 3 BRIDGING
----
[:(
~
'---
h
as
C(j
"l-
2'-0" lo<:
~
(TYP.)
1 x 4 BRIDGING
II ~
~SEE "SIDE [LEV. w/ DOOR
/ & WlNDOWS" FOR IN~
NOT SHOWN
2 x 4 BOT. PLA TE
- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - --
-..... /
SIDE ELEVA T/ON wlo DOOR & WINDOWS
SCALf: 1/2"=1'-0"
MARK
ISSUE
BY DATE MARK
USE (3)-2x6 BEAMS FOR BLDGS.
8'-0~ 10'-0" & 12'-0" THA T
EXCEED 24 '-Q" IN LENGTH (TYP.)
USE (2) TOE NAILS (MIN.)
NOTCH TOP OF BEAM
TO ALLOW JOIST TO PASS
THRU - SEE "SIDE [LEV.
W/DOOR & WlNDOWS"
3/4" PL YWOOD FLOOR
2 x 4 BENT (TYP. - SEE
SIDE WALL [LEVS.)
2 x 4 BOT. PLA TE (TYP.
ALL AROUND)
2-2 x 4 BENTS @ BOTH
OF BLDG. 16'-0" LONG ~
RGER ~
::::;:
TYP. ROOF SLOPE
_ _~ EA VE W.=-p.
2 x 4 It7ND BRACE
TYP. @ 4 CORNERS
(14'-0" W1DE BLDG.
ONL Y)
.
~
"-
2 x 4 BEN T
<0
,I
~
.
i.C)
,I
<0
1 x 4~ BDG.-
NOTCH 2 x 4 ';to
(TYP. @ EA. lo<:
BENT) ~
.
......
,I
r<')
.
......
,I
r<')
.
'Z
"-
C)
"-
T. PL YWOOD
2 x 4 COLLAR STRUT @
EACH BENT
1" x 4" ALPINE PLA TE (N. S. - r. s.)
(TYP. @ EACH BENT)
1 x 3 BRIDGING
1 x 3 BRIDGING
WINDOW OPENING
4" ALUMINUM LAP SIDING ROOF
2 x 4 BEN T (TYP.)
-
ALUMINUM TRIM
1 x 4 BRIDGING
-
WlNDOW OPENING
2 x 4 BOT. PLATE
2"xB" TRULOX PLA TE
(TYP. @ EACH BENT)
1" x 4" ALPINE 3/4" PL YWOOD FLOOR
PLA TE. (N.S. - r.S.)
VARIES W/ DOOR
OPNG. & BLDG.
WIDTH
"-6" O.C.
AX. (TYP.
2x4BOT.PLATE
\~I
t
2x4 2x4
';to
)(
C'I
~ 1 1/2" DEEP NOTCH IN
TOP OF 2-2x6 BEAM
@ EACH JOIST
t3
0:::
$
~ EA VE w.y.
T. PL YWOOD
REVISION
BY DA TE
APPROVED BY
2 x 4 COLLAR STRUT
x 3'-7" t @ EACH BENT
12
1 x 3 BRDG. @ MID.-
SPAN (TYP. FOR BLOGS,
10' x 16' & LARGER) ~
2 x 6 HEADER
3'-6" ALUMINUM
DOOR W/ LOCK
';to
><
C'\J
2 x 4 DOOR HEADER
2 x 4
2 x 4
2 x 4
3'-6"
(DOOR OPNG.)
VARIES W/ DOOR
OPNG. &- BLDG.
WIDTH
TYP. SLOPE @ KNEE
JOIN T OF BEN T
';to
)(
~
,
~
----
~
· 5:
C) C)
,I
(Q gs
C)
~
4" ALUMINUM LAP SIDING
2x4 2x4
ALUMINUM GUTTER (TYP.
ABOVE DOORS &- WINDOWS)
2 - 2 x 6 BEAM (TYP.)
';to
)(
~
I
~
';to ';to
)( )(
C'I ~
2 x 4 BO T. PLA TE
ISOMETRIC OF BUILDING
SCALE: 1/2"=1'-0"
~ 3/4" PL YWOOD FLOOR
2 x 6 JOIST 2 - 2 x 6 BEAM (TYP.) ~
END ELEVA T/ON wi DOOR
SCALE: 1/2"=1'-0"
DESIGN LOADS
,. FLOOR LIVE LOAD -------- 75 P.s.r. (JOISTS@24"o.CJ
2. FLOOR LIVE LOAD ------- 125 P.s.r. (JOISTS @ 16" O.C.
3. ROOF LIVE LOAD -------- 20 P.s.r.
4. WIND LOAD (120 M.P.H.) --- 26.49 P.s.r.
2 x 4
WIND CODES
THESE BUILDINGS MEET THE WIND REQUIREMENTS OF THE
199+ STANDARD BUILOING CODE AND THE ASCE STANDARD
ANSI/ASCE 7-9~
2 x 4
2x4
2 x 4
2 x 4
2 x 4
.
~
"-
(Q
,I
C'\J
. 2 x 4 2 x 4
i.C)
,I
<0
';to ';to
lo<: )(
~ ~
. .
"- "-
,I ,I
r<') r<')
'--. 3'-6" ,/
. '--. ,/
~ '--. ,/
"- '--.,/
r<') ,/'--.
I ,/ '--.
, ,/ '--.
~ '--.
,/ 2x4 '--.
GENERAL NOTES
WlNDOf PNG.
,. FLOOR JOISTS AND BEAMS SHALL BE NO.2 SOUTHERN PINE (P. r.)
2. PL YWOOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PL Y, EXTERIOR
GRADE, TONGUE AND GROOVE (STURD-I-FLOORn).
3. 2 x 4 WALL AND ROOF FRAMING SHALL BE NO.2 SOUTHERN PINE.
4. ROOF AND WALL SIDING SHALL BE 1/2" CORRUGA TED ALUMINUM WITH A
2.67" PITCH OR A 4" LAP SIDING WITH A 3/8" STEP. BOTH SHALL BE
MANUFACTURED FROM 0.019" THICK SHEET ALUMINUM 3003 H-14 ALLOY
5. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE # 8
MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFACTURERS
SPECIFlCA TlONS.
6. ALL UNTHREADED WOO FASTENERS ARE BOX NAILS WITH A 0.131"
DIAMETER BY 3 1/4" LONG. UNLESS NOTED OTHERIt7SE.
7. ALL COLD-FORMED STRUCTURAL STEEL CONNECTION PLA TES SHALL BE
20 GAGE (GAL V.) ALPINE AND/OR TRULOX PLA TES MANUFACTURED BY
ALPINE ENGINEERED PRODUCTS, INC. CONFORMING TO ASTM A446-87
GRADE A OR BETTER SPECIFlCA TlON.
8. UNTHREADED FASTENERS FOR THE TRULOX CONNECTION PLA TES SHALL BE 0.1205"~
(11 Go.) x 1 3/8" SPIRAL SHANK TRUSS NAILS.
9. AS AN OPTION, (3) #12 THHN SOLID COPPER WlRES RUN IN 1/2" CONDUIT
OPERA TES ONE INCANDESCENT LIGHT lt7T1f A SINGLE POLE WALL SWITCH.
10. FIELD INSTALLED ITEMS SUBJECT TO LOCAL APPROVAL:
A. TlEDOWN OF UNIT TO SITE.
B. [LECTRICAL CONNECTION FROM POWER SOURCE TO UNIT.
2x4 2x4
';to
)(
~
';to
)(
~
';to
l'(
~
SEE "END [LEV.
w/ DOOR" FOR INFO.
NOT SHOWN -
END ELEVA TlON wi WINDOW
SCALE: 1/2"=1'-0"
DATE SCALE 1 2"=1'-0"
DRAWi'l BY TM
CHECKED BY WJM
CHECKED BY
DATE
STREAMLINE STYLE BUILDING
TYPICAL PORTABLE SINGLE WIDE
SMITHBIL T INDUSTRIES, INC.
AUBURNDALE FLORIDA
94145 S-1
IS5,
o
95 /
95 it/dt., .~ ~~
PJ!ZI/Q1
M
McCARTHY ENGINEERING, INC.
STRUCTURAL CONSULTANTS
LAKELAND. FLORIDA
PROJECT NO.