HomeMy WebLinkAbout04-2635
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
MOBILE HOME SET-UP
2635
, Permit Number: 2635
Permit Type: MOBILE HOME
Class of Work: MOBILE HOME SET-UP
Proposed Use: MOBILE HOME SUBDIVISION
Square Feet:
Est. Value:
Improv. Cost:
Date Issued: 1/13/2004
Total Fees: 955,00
Amount Paid: 955,00
Date Paid: 1/12/2004
Work Desc: M.H, SET UP~~
Address: 38030 LAWANDA LP
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: WAYWARD WIND
Parcel Number:
Name: WAYNE TANNER
Address: 38030 LAWANDA LP
ZEPHYRHILLS, FL. 33542
Phone:
JORDAN (INDIVIDUAL)
I JORDAN (INDIVIDUAL)
BAHR'S PROPANE GAS & NC, INC.
MOBILE HOME SET-UP
MOBILE HOME MECHANICAL
WATER METER RES 3/4"
IL
WATER CONNECTION MOBILE HC
MOBILE HOME PLUMBING
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REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-five dollars ($35.00) 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
'.
r_The.p,ayment of inspection fees s~.9U be f!1ade b~fore a.!!y furt~er per'!lits will be issued to the person owning same
I Complete Plans, Specifications and Fee Must Accompany Application.
_~.._____~_ All work shall be perform~ in accordance with City Codes and Ordinances
//' ,
~
NO OCCUPANCY BEFORE C.O.
~~
._--~._-_.__._-- --------- -~-----
CONTRACTORS SIGNATURE PERMIT OFF I
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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'C)UNDATlON AND SUPPORT REQUIREMENTS (Collltinued)
~ ~ .
TABLE 3
PIER LOADING UNDER CEN1'ERLI NE BEAM
DOUBLE-WIDE HOMES
20' WIDE HOMES M' WlDI: HOMES 26' & a,'WlDE HOMES 32' WIDE HOMES
Span PIer IMd PIer 10M PIer 10M PW 10M PIer 10M PIer 10M PIer 10M ,i. load PIer kMId PIer IcNId PIer IoIId Pier load
~ (LB8) (L8S) (LB8) (L8S) (LIla) (L88>> (L88) (L88) (LBS>> (LBS) (LBS) (LaS)
oIunIIW 2D PlF 30 PSF 40 PSF 2D P8f 30 PSF 40 PlF 20 IPSF :&0 PSF 40 PSF 20 PSf 30 PSf 40 PSF
(lIT.) Roar Roof Roof Roaf Roof Roof IkJOI Roof Roof Roof Roof Roof
..,., Zone Zone Zone Zone Zone Zone ~ . Zone Zone Zone
r'ff"7 900 1200 1500 1080 1440 1800 1 1tf8Q..."..l 1350 1800 2250
"""rn i~5(jQ 2000 2500 1800 2400 3000 21100 2800 2250 3000 3750
2180 2 3800 2520 . 3380 4200 2700 3600 4500
12 18 2400 3000
14 21 2800 3500 2520 3380 4320 2940 4900 3150 4200 5250
18 . 24 3200 4000 2880 3840 4800 3380 4480 5600 3600 4800 6000
18 27 3eOO 4500 3240 4320 5400 3180 S040 6300 4050 5400 6750
20 30 4000 5000 3800 4800 8000 4200 5600 7000 4500 6000 7500
24 36 4800 8000 4320 5180 72QO S040 8720 8400 5400 7200 9000
AOTES:
) ~. -..n _1OClIIIId '*"'-' two ......... _.......... eMh flI*IIn8. ~...,.... plerlOlld.
!) s.. ... . tor mInImun2 fDaIIrlg __ ..... an .... ... IInd ......... eel ...... ~f- ......l'f.
I) The _1iMl . ........ .... ___ fit ftIItIl.... ....
I) ,........... tie ~ WIll... ......................... ~......
i) Piers ...... ... '*... . CIII*Ift .. ...... ....... r- L' M'.
PIER LOADING AND II-.STALLA TION UNDER SIDEV\ilALL DOORS AND WINDOWS
lWiaII'" . UIit .......
........... ., /UlIIl..... iltV-'
'MIIlIt \oIlIItIIII. ..
...... .... A+-t FlOor jCIiIlI
i J.- /'
......1 . I i r X'
Floor'" -
r I ~ ! ~ T,.. PIer
.. . , T"... PliW ~
. . i '. .
. . .............. ..:...;.. SM........'~
4114 bIQ. .. ~ ..... "', i '":"""':"" I*'"
... jaIIl tpIllillo. .
~ 1UIIIl'" ~ A~ . .
....~ _ lPillr........ .... I SECTION'''''''' I
......... Of... -... ..... jIi"";:--
JMlI>. ... ....... TABLE 3A
aN OPENING 71.5" MAX. OPENING 1iii""i.AX. OPENING 121" MAX. OPENING
PIer IoId PIer IMd PIer Iollld ....1oM PIer IOIId PIer IOIId PIir10id PIer 10M PIer 101I4. Pier IoIld Pier IoacI Pier load
Nominal (LIS) (L8S) (LBS) (UIS) (UIS) (LBS) [L.BS) (UIS) (LBS) '(LBS) (LBS) (LBS)
UnlI ZO PSF 30 PSF 40 PSI: 20 P8F 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF
VMth Reo' Roof Roof Roof Roof Roof Roof - Roof Root Root
I' Roof Roof
1FT.) zane Zone ZOne ZOne Zone Zone Zone : Zone Zone zone Zone Zone,
12 5DO 640 790 810 1050 1280 'IT1O' 1440 1760 1250 1610 '980
14 5150 710 870 880 1180 1430 1230 1600 1960 1370 1780 2200
16 6100 780 980 980 1270 1570 1340 1750 2260 1500 1960 2420
18 850 &40 104C1 1050 1380 1700 1450 1890 2340 1620 2120 2620
20 440 570 680 720 920 1130 990 1270 1550 1100 1420 1730
24 5100 640 790 810 1050 1280 11'10' 1440 1760 1250 1610 1980
26 520 680 830 880 1110 1360 TiiO' 1520 1870 1320 1710 2100
28 540 700 860 880 1140 1400 1210 1570 1930 1350 1750 2180
32 590 760 840 950 1240 1530 1310 : 1710 2110 1470 1910 2360
NOTES:
1) Pills .,. ~ ... -*y .... Md windlllllr....... ....-r IWft flIur......
Z),..... mo....... a.v...................... ............ IN""
3) PiItI.. not ..... II door.. wincIlIw ......1ocIIIIIlM ... .......
4) Plef$ .... not ~ ..... door .... ....._1OClIIIiIM ,...taor ... bMn ,.1foRled II ttM '-*'ll, Cont8ct the diviIion that built your home to
, 'lI'Wil,.r._ .pl1.1...,......... .
5) s.. ... . for ......... ...... ... ........ pier a..- .. ......... ... e..InQ ". ;111..,
IS) MuImum pier...... Ie r. f........,......... ~.. 1240... at..., ud I'IOlMllII unit ~ Is 12', 1".20',2", 28' 0( 2..ltw> ~k lMY be
1V mu. I pier..... tt-" ~ . 111IO ... at ..... ... ........ unit wIdIh Is 18', ,.. 01' 32' than '..... !MY be 1V .-.
7) FOf plen ~............. __.. .... fir.................. ~...
.....' ... ..... IIIV''', ".... 1,J4."'U.~j."".
nil UH.vr. L:IL (f
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FOUNDArip:H AND SUPPORT REQUI.REMENTS (Cc'ntlnued)
Pier
Speoffttl
una.
MIl,"
I........
(fL)
TABLE 2
PIER LOADING UNDER M'I,IN I-BEAMS
DOUBLe-WIDE HOI:"!S
.. 6 11'1 wtDII 0.... U' WIDI HOMES
,.. R ~ ~I ~ .. LOId .... L.-d .... L.aed .... L.-d PIIr LOIICI
(1M) tLM) (\.be) (.....) (!.be) CLM)
20 PIF 10 PI' 40'" 1Cl"" 30 'If 40 'SF
Root . "oof "oof Roof Roof ROOf
Zone Zone Zone Zone Zone Zone
NOTES:
1. Se. Table 4 for minimum footlnU ,Iae baUd on pier loads and allowable 1011 bearing capacitiel, The footing eiz.. and
pier loads are minimum. requlrucl for the .~lIcabl. condltiona. The footi;-,g 'hall not be .maller than the pter It supports
0( ,.. Iquare inclhee.
2. The max6mum ,peeing Of 'upp:ra.. not to exoeed 10 f..t.
3, Where it Is impractIcal to maln:taIn spacing, .uCh .. In the axltl .rea, the everage of the dietanee to each adjacent
support may be uMCI to de,,",'" IIYpport requirements: for example: If ..,. ~tance. to the adjacent support I were
e'.()I' and 8'..()", the aver.ge .C1ng WOUld be 7'..()".
S' .0- 8'-0"
Ie 'I C >1
1 . I !
pterA Plo, a PierC
Th. aV8l1lg8 speclng tor pler 8 'lYOUld be (8 + e) 12 . 7 h., tneretor.,
p~r B ~1cI be dRlgnecI tor. 7 It. pier .paclng.
4. Concentrated loacIIat marriage. line (1M TatH 3).
5, The Iut h In 1he above TabI', " the wetght per foot each malri l~b'l1ll'l'l ie carrying. Multiply thll number by the span
· pier fa carryfng to de1armlnetl'le required capacity of that pier,
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-lOn.e1l:Md.::lIlftll.OdijJl:;, Q:.''':/'/UheSg.,o" ",'.
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P.~ " of 4.
. See nota below for
a441lionallntorrnatlon.
Uniit WId1h
12 ft.
1.. ft.
16 ft.
,..
ft.
Main I-Bellm
ii18" hole oenj'lra4 In
Web,,! *,", 110Ia
mey t. t.~
PfO'i\dell.
----:
L~uclinel e.am Clampt
r....eown ~ part ,
/' no, 58011 Of EqlMlanl. -;:::::::;.
Swlval c;ol'll'l4ll;tO( wtdi' _.
integral UI1lJl, [DetaU'S'. Typical Longitudinal Tle.:Down Conn.
NOTES:
1} StrapS .,,-,J be Type 1, Fin." B. ,.., atnIppIng .0>>" tIllellx 1.1/... min. wiele, lilted lor I mir,'mwn workln; load 013150 lb.., ultimat. load 0' -' 725
lba. F lnia" 8. hot dippll4 plv8nlzed ;cine eOllting III 0.110 _.. 1* aq. fl., 1* awllea. Slmp.n.u conftlnn to AS TM '1*= 03953-91,
2} CilrOl.lnd ant;1\Qq allaN be bted fw a minimum wotld"llloecf ",3HIQ lIla., and 1IIU"ull. loael ot ,,'715lbs anel be cart)fted by a Proleuion,1 Engine."
3) A pivoting trame clamp;' requi_ at the top 01 tile I"ellm 1flI' iM&aIIallon 01 t~" atnlp. ah"'lJ tile maln I-B..ma, ....ny pi,<otinll frame elamp
app,oved by tile State 01 Florida IT ay be UMCI.
-'} CllIIM t~" a'YW_a may be 11:.... auch .a Veclor..()ynama by Tie-Oown Engitl<..rlnll. if In.talled per Ihe matlufacturer in.talLation In$lruc!iona,
."proYed 0)' tho SIMa 01 Floriclll ..ICII catlllled by a ProfMaionall;nginwr.
:I) Longitudinal atlIbllIzw daIiic_ Cl2,SD) by n.o-n ElllinMrinll may be uud .. an INemalalCllho longitudinal tia-clown $trap$ and anchOl1i shown in
detail 'B'. provided that tIIe~. are installed p<< tile manufactlUer Inatallallorl Instructions, "ppt'ovad by tile St... of Florida an4 certillad by-.
Prola.aional fllllnear.
6) The minimum di.lanea beIw_ the bottom 01 the I-S..m arICIIllniahecl;ra4a1$ liS'. When thl. QI'ICIa ia .Ioped. 25'lb of the lowest mambar may be
below 18~ ttowa_ undef no cite ....._.. may tIla bollom 01 tile l....m 1M Nt below 12" ~rpm ftnlalled grade,
7) A radiuI clip. required on _tory lnlllalled cantanina IlHGwM tNl haw a slot deaJllnecf 10 ra.:aJ... a tie-down atnip,
I) Strap lIoob, liIuclllea end fIekl thtaedecf ~ are not pentlllIad. To 'Pke a...' . d~llIe: nmp Mal i$ required, S.. manufacturer inll.'I.Ictions
9) All ",iii"",.,. and connecllon ."c_ &hall be laI\Ian4acland raIN for a minim.." ....ortllllllot4", 3150 1Ila.
10) W"an the Mil compectlon or Mil o.n". ca~ ia not lIn_n, _ma 1000 F'SF' or conaloll! wltll the locai building luthority,
11)SM Sl<yIina Corporation Manur.c:1 ured Horna InaIIIIellon Manwal tor oilier infor""iic," not eOVlllad by thl. lupplaman!.
Angle frame brackel - ne-Pown
Enilin_ing part no, 59009 or
EqUI\IaJ"nt
Swi"el connector wilh intcgr.
strap,
,
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-.
.. .Su"..ljjrijmto;/riiijll'ltJJ;iiiIMtiU,t~6M~..n.lJDwnstd'Wind '
....., .'.~~II.naJh}~:tQ::~:~"it'I"!0.;$~~,Q.,'F#t:/ti..
_. I Page 2 of4.
----,
FKtoty in.taIled
IIidewall Wlp
(typlcal). ______
s_ datalI 'A' for
S\tIp to IISealrl
abcIlIMnt,
.-../
S" In5lalled
tie-dgwn .trlP
(typical) ,
...,
.....
Stl'llPS ....d Anehors to
be .~... "-4" o.C.
, max. at Wind Zone II
and 4'04" o.c. at Wind
Zone UI.
Factory in*lled
alcNwall atrap
(typlcaI). ~
---.
Sltel InalaIIed lie
dOllln &trap or.
5I1:! roof piteh
mal....,
,
,
...v "-I.l.
Strap Angle (typical)
TVDaI ~b4ewIcte wlltl 5/12 R~~~~DllcatlOn,
FKloty
irlltallecl
Ildewd 5l"P
(-~
s.. cIataIl '," for
StrIP to Baam
~.
.../
Sile inalled
ti.-down 5lrap
, (typil:II);
.
\.
Strap J.nllle (typical)
TYDlcal TrlDlewicM ADl:llJeatlon,.
32 ft,
24 ft. 5/12 roof
28 ft. 5/12 rocf
32 ft, 5/12 roof
NOTE;
Str.p angle. .nd pie'
h.ignta for triple-wid..
are the Ame .. .trap
angl.. and piar heights
far 28' wid. unit.. "H
mlX~'may be In..r....d
I)y 112 lhe deplh of Ih.
main '-beam when
method 1 of dela.t 'A' ."
u5eClto i:tach tie-
down It,.p$ to 'h.
main I-be.m$,
'\
. The minImum pillr
height of 22" is ba&ed
on a 10" "beam and
II 12" Qi,tance from
the bol1om ot lhe
I.lle.m 10 tini.hed
ll,acle, See note tj,
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01/08/2004 01:38 8137807709
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