HomeMy WebLinkAbout066-200-023Attention Property Owner:
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 majorla r and materials for construction of the
proposed property improvement: YES[VNO[ ].
x 2: I HAVE[ -r HAVE NOT[_ ] signed an application for a building permit for the
` proposed work.
3. I have contracted with the following person' (firm) to provide theproposed
construction:
NAME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
4. I plan to provide portions of this work, but I have hired the following ' person.4-6
coordinate, supervise, and provide the major work:
NAME:
ADDRESS: CITY: .
PHONE: CONTRACTOR'S 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'{:
l
ar; +:•Cy '
SIGNED:
PROPERTY OWNER: Rpt: J, e_,A0C/7__4_ _
SOCIAL SECURITY NUMBER:
/DATE:
NOTE: This owner -Builder Verification is required by Section 19831 and
19832 of the California. Health and Safety_ Code. ..:
This verification must be completed and returned to our office before.
we are permitted to issue the permit.
OVER
a,
FT
L.LJ L.iJ IvLJ LL.J
Is I Tlmo Non"go
I I
I i I
I I I I
womu
E�
I I I 04
PAN CM
tiU'ItiliN13 '~
OF C'ur'�M
DOUBLE ITE TYPICAL
20', 24', 26' OR 28' pl
L --- --
DOUBLE WIDE MOBILE COACH
Scale: I" - 10'
NOT1T';•
FOR. MORE THAN TRIPLE NIDE UNITS. SUBMIT
LAYQUT TO THARP do ASSOC. FOR AP:'ROVAL.
STANDARD PIER & FOOTING SPACING
PER MOBILE HOME MANUFACTURER'S
INSThLI.ATION MANUAL.
CONFIGURATION SHOWN 1S n1E MINIMUM
NU`®BER OF PADS REQUIRED.
�w
East
c11
. I I
LK m
I I
i
L 0 1 U
SEISMIC PIERS I
& FOUNDATION
PADS
NE
or COAC
SINGLY, FIDE TYPICAL
PLAN
SINGLE WIDE MOBILE COACH
Scale- 's" 10
NOTE:
STANDARD PIER di FOOTING SPACING
PER MOBILE HOME MANUFACTURER':
INSTALiATION MANUAL.
CONF)GURATI3N SHCVN IS THE MIN,MUM
NUMBER OF PADS REQUi4ED1.
3' X 3' PLATE
MAX TUBE HEIGHT
3' SHORT TUBE
34' LONG TUBE
4 - 3/8' -
BOLTS
TIGHTEN
TO 180
IN -POUNDS
TORQUE
3/4' THREADED -
ROD
A - 3/8'
BOLTS
2' DIA
STD PIPE
3/16' PU TE
.LAMP
3/16' PLATE'LEGS
TYP Of 4
,- 5/16' PLATE
5/8' X 1 1/4' BOL'
WITH HARDENED WOSHER
SEISMIC PIER,, Not to scat
C.P. SEISMIC PIES`#1 — PATENT PENDIf
NOTE,
180 IN -POUNDS IS EQUIVALENT TO 15 FT -POUNDS
2 - 3/8' x I' BOLTS
FIELD ORF -L MOLES
OPTION O
4 - #14 TEX STS COACH C
OR J BEAM
1/4'x2'x4'�- 3' x 3'
ANGLE 3' WIDE -\ % PLATE '
4 - 1/2'
BOLTS
TYPICAL_ BEAM
CONNECTIONS
Not to Scole
INSERT F
12 30 IN OVERSIZE rIm CHIpplNG
AND CIRORNER LEAKAGE
__
-m1 80
�*—
;EISMIC
1IER
11
1- -- ----- 36.
112"
eta• x 13/a' r1ANGE
STAINLESS Sum
ANCHOR INSERT
3.5'
4x4 -4x4 VVF---
1s
PRECAST
CONCRETE
FOUNDATION PAD
SCALEI
1' = 1.5'
3/4' PLYWOOD SHEETS
SCREWED TaGETHER WITH
30'x32'x3/4'
PLYWOOD
12 N8 x 1 '112' FHWS
-- ' 6.
SEISMIC PIER AND HOLES FOR
FOUNDATION PAD 1/2' x 2 I!2' C.B.
x x m
jr Fpr
18'x32'x3/4' 18' 30'
y
I 1't.YWOOD
x x x x
ELEVATION - 6'
NOT TO SCALE
ALTERNATIVE PLYWOOD,
E®UNDATIC]N PAD
SCALE: 1' --1.5
WNW