HomeMy WebLinkAbout047-720-004OC 'CJ"':'= - Oeaa= er o c '•.o L
i CJunc/ Cancan Or -"Ie, Crov__!e, Ci 94963 PhOne;24j
Owv�-3U:?JE.� vg�2'IC�TZON
ancion ?_^aercy Cwner.
An "owner -builder" bu:'_d_ng pe_zic has been apoLied far is your name and benri:g
signature.
Please ccmoLeca and recurs chis iascrmacioa ac your ear_iasc oogor_saity to avoid
eeessar dela'I is processing and issuing you= building permit . No buil diag
L be- issued uncal chis veri=icacioa is receired.
I ce=sanall4 plan ca prav;de the ma -or labor and materials for cease=uc=ion al.
the proposed prooe:_I 'i.morovemeac es r ao) 5
ave have aac) +I4L)C signed an apol_cacioa for a building permit
Lar the proposed Work.
3. I have coac_ac_ed with the foL!awiag person (`i_m) to provide the proposed
caast_�c=ion.
Mame
Address Cic7.
Phone Coat_ac_crs L -cense Na.
I plan to provide portions of this work, but I have hired the fallowi"g person
co rccrdiaaza, supervise, and provide the major work:
Yale
Address C:='I
.'•:one Czatract=rs L_cacse No.
orcv a same of the =ric but i have ccac_ac;ad (hixed) the fcL_c•�riszg
persons cz prcvide c he work i :dizatad :
Name Addr_ss Phone T1pe of
'Noris
S n ed .
?=caesry Oester
IA
Dat.
t
_:� ::pis Ocme_-3uiLder Ver if=ca_ioa is seat cc ;rou cs requiredby Sec_ioas l9L2l and
I9S�I ci c:.e Cal::craw deaLc and U4`7 C-
-,de -
This verification muse be ccmoiecad and returned co our office before we are per-
miczed cc issue the peryic.
COUNTY OF BUTTE - Department of Public Works
7 County Center Drive, Oroville, CA 95965
OWNER -BUILDER VERIFICATION
Attention Property Owner:
Phone: 916=..0 v _ 538-7541
An "owner -builder" building permit has been applied for in your name and bearing
your signature.
Please complete and return this information at your earliest opportunity to avoid
unnecessary delay in processing and issuing your building permit. No building permit
will be issued until this verification.is received.
1. I personally plan to provide the major labor and materials for construction of
the proposed property improvement (yes or no)
2. I (have/have not) _ signed an application for a building permit
for the proposed wort.
3. I have contracted with the following person (firm) to provide the proposed
construction:
Name
Address' City
Phone ' Contractors License No.
4. I plan to provide portions of this work, but I have hired the following person
to coordinate, supervise, and provide the major work:
Name –
Address I City
Phone Contractors License No.
5. I will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated: .
Name Address Phone Type of Work
Signed:
Property Owner L
Social Security Num
Date —
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are per-
mitted to issue the permit.
1
GE
NERAL coNoiTio
NS
E
r t
and details prior to const uct on
L The Contractor shall vertf all dimensions
�1p
and nottf the Engineer of ang discrepancies.
and methods shall be to strict conformance with the
2.. All construction
_ _.
c de 2001 clition and the--7--
latest
he - _
provisions of the California Building o E
applicable
p 9 ,.,
aatest'edttion of the UMC UPC NEC, and
applicable municipal, state and
pp p ,
Federal regulations
"department'
field inspector's approval.3. All work is subject to building
,.>
4. The contractor shall provide all measures recessar t
d o protect the structure
workmen, p 9 and all other persons during construction.
e
PIER BASE OR POURED IN-PLACE CONCRETE FOOTING DIMENSIONSNSIONS :
,
MAXIMUM Pl R'
E
ORDS (LBS) ;
L
`SEE NOTE 1
r - B ARN PRESSURE=
LL OWABLE 501E E G1000 PSF
1500
2000
2500
3000
3500...
,
4000
4500
5000
FOOTING SIZE
G E
II 1
16 x 14
11 11
i6 x 18
11 ' 11
16 x 23
II 11
16 x 2i
it 11
24 x 21.
II 11,
4 4
2 x2
it 1
24 x 27
II II
24 x 30
MAXIMUM' -PI R
E
L ORDS (LBS)
SEE NOTE
�
6000
1000
8000:
9000
10,000
11,000 ,
12,0001
13,000
l=aoTlN 51
G. SIZE
" n
3O x 29
" 1 i`
30 '34
X
n n
32 x 36
I I
I r
36 x 36
" it
36 x 40
1 I n
36 x 44 ,
n il
36 x 48
n n
36 x 52
...--- STEEL MAIN PAIL STEEL MAINPAIL*
co 0
ON -CENTER
PIER SPACING
.
w
aC
6'
WOOD WEDGEEWOOD WEDGE SHIM 5H1 M
►, J,
. ... ., . ,
2848 #
a
10I
'
6itx lix6IMASONRY,L
n
_ _ 24 x 22n
1
12
6itx811x161 MASONRY BLOCK
n I,
24 x 24
a ,
t ; .... 2x12 PRESSURE TREATED MIN. OF 24 LONG
2 — M
II II
R USE AB 5CD PADS INSTALLED E
-- as
... ...
_. i
B D 501 MANUFACTURER 5 SPEC F lCAT10N5
UNDISTUR E L
a� o
i
ti15TURB D SOIL
_ u ND E L
a cu
o
t®f
—
itr..
. 1
FOUNDATION:_ I NOTES:
S
h•, _
.�
Q. EQ.(SEE FLOOR PLAN FOR MINIMUM PIER CAPACITY UND R IDGE BEAM SUPP RT OSTS .
. w
,r
.a
,
w Ck
aa
-
-1.The Contractor shall be responsible for the location of all underground facilities
_
TABLE
II 2. LARGESUPPORT POST LOADS MAY REQU RE DOUBLE l PP lCATION
O.�sr.
utvr other buriedobjects which ma be encountered bwhich are not shown on (SEE DETAIL A ON MFG. CHECK MAXIMUM PIERCAPACITYCITYWITH METAL
F
= C
these plans.
ocations and dep'the of an existing utilities that ma or, ma
not
PIER MA OF
CTUR R. ,.
an ma not be complete.,
be shown on these 'tan the areapproximate d , _
. h n s
p �1
ALTERNATE
i
Y
ALTERNATE #2
2. Foundation design is -based upon an assume
soil bearing capacitU of as determined .
b� local Building Department or soils. report.
r. E7
3. All excavations shall be inspected and approved
bg the Building Official before
..
-
concreteisp
oured'Foottn Footings b
eat least 12 inches
w
ide and extend at
..
_-
- ,
,
INTERIOR PIER
DETAIL
,
012 inches Into the prepared pad,,or as directed bg the n9ineer, whichever islowest. T48 I[,►
1
. . .Engineered fili may be used as existing grade provided tests are presented to the
:.
Engineer of 'a 90% relative compaction.
4. The "bottom of all footings shall be level.
5: The Contractor shall be responsible for determining the exact location of ali anchor
bolts, hoidown anchors or straps, and embedments, prior to placement of concrete.
` 6. Anchor bolts to be 1/2" diameter X 10" long with 7" embedment into concrete spaced
e
at 6
I_ OII oz. maximum unless otherwise noted on plans, shearwal 1 schedule, or details.
Bolts shall be located within 12" of each end of 2x sill late with a minimum of two
r p
an bolts.
er sill late'
p p v _ _ ;
it cla pockets or uncertified fills shall
"i, An unusual soil conditions such as organic soils, ,
� 9 �p
be p
brought to the attention of the engineer rior to construction.
9 9
S. Clean'footin excavations of debris and loose soil ` prior to placing concrete.
9 p p 9
r..
9.510 a the ground d surfa
a aw �from footings to d
irect wat r away
fromom the foundation
and revert water pondingnext o the footings. Provide 1/2 Per oot slope awaU for 6
.
10. Provide an 18n x 24"
under floor access.
FOOTING SIZE FOR INTERIOR PiERS
ALLOWABLE SOIL BEARINGPRESSURE = 1000 PSF
ON -CENTER
PIER SPACING
PIER
LOAD
FOOTING
- SIZE
6'
2132 #
24" x 13"
8'
2848 #
24" x i7"
10I
3553 -
n
_ _ 24 x 22n
1
12
4264 #`
n I,
24 x 24
. 2II x8II
PRESSURE TREATED
,--�--"'
. . ,
3/811 CDX OR EQUAL -W/ 8d06I112
a
_. _. ; BLOCK WITH SHIMS
i WiTH 8d
OR 5 16 HARDPAN E EL SiDIN G _ -
:
NAILS6"/12"N HOT DIPPED GALV �
ti. Wall stems mag be 8" cmu with all cells grouted with #4 0 24" o.c. horiz. and vert. or 6" STUDS AT 16' O.C.6"x8"xl6" MASONRY BLOCK
C MM NDATIONS'
INSTA PER MFG. RE O E
LL Is
2x4 P .
5 _
w concrete
oncrete .
:...
. 2x4 PR SSUR T R
EATEDSILL
LL
x14 reened under flour vents per code .. Provide 6 sc12.
3
:., .
_ . >
UNDISTURBED SOIL
GALV. O.C.OEDGES
z
4
7
.. ..
_X
1211 FIELD TLE
1
I bli.cha11 havoo a r-oomooht farr+nr nf t; aAr_lev.noor r"1lhir_ iIArri A in.'autlnuM -Ahitnn nf Iflk— - ._ N r