HomeMy WebLinkAboutINSTALLATION SPECIFICATIONS,SCANNED
Ely Manufac
8t L j jriP PX9U (Must be co
Applicant JAMES YOUNG
Address 5230 COMPASS COVE PL HUTCHINSON ISLAND FL
Manufacturers Name NOBILITY HOMES
Home Installation Specifications
1 and submitted with your application)
Roof Zone 5 1 Wind Zone 3
No. of Sections 2 Width 20 ength 40
Installation Standard Used (check) Manufacturers Manual X
Site Preparation
Debris and Organic Removal YES
Water Drainage: Natural Swale Pad X
Foundation
Permit #
Year 2018 Serial # TBD
15C-1
Other
Load bearing soil density 1500
Or assumed 1,000 psf
Footing type: Poured in place
Portable X
Mainrail frame block: Size is"X s" X e"
placement o.c. 8711
Perimeter blocking: Size 16"X16" Number Location DOORSISHEARWALL
Ridge beam support: Number
Size Location
Center line blocking: Number
Size Location
Special supports required (fireplace, bay window) Yes X No
Mating of Units: Mating gasket X
Type used MATELINE/FACTORY INSTALLED
Fasteners: Roof Type
#10X4 Spacing 811 O.C.
Endwall Type
Spacing C.
Floors Type
3/8 X 4.5, Spacing 1011 O.C.
Anchors: Type 6,000 CENTER LINE
3,150 XOLIVER TECH
Height of Unit (top of foundation to frame): 22" TO 36"
Angle of straps 45*
Number of frame ties 4 Spacing OLIVVER TECH O.C.
Number of over -roof ties (if required) N/A
Number of sidewall anchors Zone III Zone III X
Number of centerline anchors 4 Number of stabilizers 4
Vents required for underpinning (Isf/150 sf floor area): No.
Prepared by:
Date: 2/28/18
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Revised 7/22/2014
• 9212012018 10:03 N.Ocala Prestige Homes _ . _ _ _ _ _ f A)g352 3515814 1P,0031011
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COLUMN SUPPORT' PIERS
17 I.Ir X -25 1/2- BASE FAD
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HITCH UIO
SPACING FOR 150D PSF 60X VM U ljr X M T/2' RASE PAD,
MAMUM SPACING FOR THE 1--9FAM PIERS IS 96"
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Nobility Homes
Set-up instructions
Manufacturers manual
1500 PSI
176 Anchor Torque
= 25"xl7" ABS Pad for I-beam
on 96" O.C.
El
= 16"x16" ABS Pad for door
piers and shearwall piers
will be clearly marked on
home
4' anchors on 5'4"O.C.
oexcept on shearwall
anchors and center line
anchors
longitudinal anchors will
be oliver tech4 systems
total for house
i
Test .
R �'� .`•tack P
46
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rest tl�� ne�_ 4
of r
six
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o QJ
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.tic �v
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c. A�tcortt 5 *);O e� 'wtld. �t1$ 111cl12c jg
The be nstil o`t"cp.*oq ��4U g
ground +rack( the pMX' 5]S1
Or tindt$cirrbcd sad at orb,
sboul
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• The open ct:Us be wolf be dctcrm
"(cumulation of meen d" dbbial
5. ,A Pockcc St ngrmm in
penettUeter
;0]may be use
:scuri:ccl I a+Ivc
6. All pad ci sitcs.s f 1.000 IS./ -
l• Th.: mhown a=,nonliny dir
cesc. c�'ulcs 6. toad lwerc.lr�y iIza(y 5f8r,
a.
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ao�
Pad Size
vvt1L I7"
tJ(rAT,OVA2
21. x
Es
UPad
Size
--
.No
24" k
be 1tT1cd g..
wd b t - a�j itc � 4,-don.� " "Oon Z=oved gads m be Ci12(td
Y ate. an full coi 1
Pad, npper side_ �d il°� ma � � bus or. any Iaci1 of mdc Y (+ yc+cd
'oF
y be state
ro;dererrnine d�._ actual soi! sad a'iTmtion to
rirc foo
G Leas! pzcva+c ,ny
cnslon�s `x�n,,d, 1, �� UP tv 1/Sn n6 it:e Af no sail ceseing c9cup+c+cvc is a�Qablc_
an ncc highc6, Poinr
co +gic: stacr; or da'ible "cacic We'Owcst Po+nc of the
r so.1 vwuc, + bed bloelcs zbP face, (1V0T(r Accu<,L
►xrined
iticy doe°( of rbc n�-z lower and ncxe hi
b'xcat�r, than 3000 it, whcm using ABS paid, do not cxcecd 3000 If, sail acl .9xea p"+
cc spate
10 288 ; �, ; lOQO p-SJ~ Sn.oil 2000
50QP0SIdbbFs
O<Q00lbs, SOU - 3000 PSF
S01
'0016s.$846000lbs.
432
2667lbs 1560lbs,
g� 53341b� —_._.
576 sr1, bz 341UU 6000 &S. II40p Ibs
' scp in. 40001bs, 9000 lb.& >x
469g1b� 8000Ibs 120001bs
s 9388 A�
�—�_ 10` 00 p$j� Soil .9388 lbs.
25G s ;: Lr. 200p k'SF
342 i780lbs 3000 P
Sod
•.::x.�10- ��q .. 3u6n n:r SF Soil
I1. Aci3 CABS �� are rcquixctl to be doubo� 576 j � a750.16 = 55 p —.. 7 .�� lvs
Pad co n ip0)bs13
12. nfi blocl 4000 ib&
IA OAATA OMy. he° �phe used iu r� �, c U000 tbs 8_
11055.2x „ 14D5 a a]G ..�, sinathct �+s ti0001bs. +�
ire the ontyp-ds a "gut,$
sec cha; c b pprav� n tr..IDqa T, I eo . 4; n n 3055 23, � coded cgnct�re or ovbad bac
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t s. S:ex p X' 1?-5, �„ ram# C i� ation xatust n,o¢ day¢ , ZD*%G55-13, 1Q551(j, .. Pad ..
(SEE 15) nccact:.padrr are cenced 6 . 055:�2tw �„ x eaves. R 3/II defleQi.. 1D 105S 22
n2ulri_Pad "ttt (04) 2n #12 i.rs oar (0t) " . 4�
ts. 'ky�A `a �+rcution 35. x x/2" !'� m 1'S aoal. it ins
loss- b[e pads reseed or: 2Q00 z .TSB '�'b�4=we_ nWIT
t mess Otj�c not wed h' d'c Sc,cc u; Tea
IG. and+7_(4SS.x3 PSF aoif d ino2' (p3T rcquines 7 L4 rs eE. Till
;Use absutized value a see(( pieces a �p I qme 0 5-9 base.
0• ��arrci sttY o
8 +a-ctian (.gJad '� urc
16"prjl6"p " ISO GbPs�f�=�IYi
16" X �4.Jr" Ov;cg 2'9!+ 2OOQ Lb YtiE
17"s22n~- `d 3F0" 516"
t� c'ad
6'0"
17•5^mi l pad 4lQn 7.6n
t.
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and Lsi?ec sr be cl6m6lc
vzoke
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ouY
a 34,,..�2„ rnuon
5 ��
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25.5 Pnd
,Pad Configure
9wn ft:
5.00 sgyace f et
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do.,
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17- x 22n ABS Dads
t' Gcncral snstnlcdon5(oil ��
The 32" J Irrvc rove
on to Pad cari(y -moan j.T f ro all rnnitx _.P$d
,R (sick in Ltse o oms byusio 1 'x`actons. -'`-
RPositc $ (3) 1 G
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s 7 7,e 5" , 25.9' pad c d is laid in the Y "'ng (3) 17" y 22.. side by sid
�_ �S lids . Place " `' sad P1eco (1) t�
5 x 25..5" pad on tp �inuadon is FoR.15 r
p The tad Pzd lard in thenG (A°S"x g pads 17 a • P'ds suck 4y side ,and
`d�tbL,ksy��? R (2) 17.5° X 25. 5.. Pis side br side, and (I)
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1 Footers or r es b:� j7 ar ���
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of t �s�l utsM_crion of iho � PJd {LB: 21� �
n 2ett CFiti
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aractcetUie e� o et irl ttrnnet�Fppte
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a �p 1 i2rAs on u f �stig� gt818 rein ocean °f the volt_ : Pl�� we try a a!s' d3rtete.
Drown outs note 1p,8 . . ""RCA} ,, a ` a ITaMM, anG 17 �e b01' into drilleG
connector of jr hole. tt— U�9 a� °� �Aiy Y 9�`tUy Ct fl'= "�eQgQ bot,S
and into JtZ a2sTaa8. iltp arty l,Ne top of ihrp Ir
S
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wn by hita.
llnam crer
9 the . (dtl. *cQ CA b.
nut {�'�9 stzr� �`E
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`ti , bor t !Dart �y-M- f
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en vsFn9 Part 7to�e- Q . u'
o teOFs to g t4!1Qadero9ur For G
,." 3,. ttUtlitle49M �Am � _+Y set i xSW1zt ion (oar. r. t1p1_D-;AC 1, crtitn'cr save att. a ` tfte isse balzi in=0 (pj vst and concrete, m
0OWn by crate dry transverse
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h IOn of ....�__
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rip I { m
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One stabilize,
Cprg,tude Q
concrete bra=et
oast T 710i 0 CiOCA
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f Srz AZ3 V BP CE
f o r eArq°L, z5 TuaF r
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