HomeMy WebLinkAbout069-150-005- OWNER -BUILDER VERIFICATION
Attention 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 major labor and materials for construction of the proposed
property improvement: YES Pf NO ❑
2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed 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 to 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
SIGNED:
PROPERTYOWNER:
SOCIAL SECUP
4TYNUMBER:_/ —/�'�/�
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
I
- 11 NERAL NOTES;
x -1 BOLTS S - REGULATIONS. TITLE 23 AND U.B.C. 1994 EDITION.
2 3/8,REFERENCE: CALIFORNIA CODE OF RIA LA
FIELD DRILL HOLES
OPTION OF
4 — 014 TEX STS COACH C 1. DESIGN LOADS:
< ic, OR. J BEAM SEISMIC
COACH VERTICAL. LIVE GOAD LATERAL LIVE LOAD
SIZEZONE
114'x2'x4' PLATE ROOF FLOOR "WIND EXPOSURE
' ANGLE 3' WIDE e 4
m SINGLE WIDE 30 pd 40 pd 70 mph
30
RYIB7TNC MODIIJSp-f C 4
0 y108TTNc MO111LL DOUBLE WIDE 30 f0
01 VAWCH R�AI1s 1"Ns l011'JBNo l� 4 1/2' SEISMIC
'BOLTS PIER
�
I 2. THE DESIGN (AADS SHALL BE CONSISTENT INITIS ROOF LIVE LOAD, WIND LARD, AND SEISMIC ZONE AS
'-'ESTABLISHED FOR PERMANENT BUILDING WITHIN A SPECIFIC LOCAL AREA
ARE
3 ALL FOOTINGS ARE 7 O BE SUPPORTED FIRM, SURE ANp St COMPATIBLETURATED. uNDMURBED WITHWl TVE SOIL. H LOCAL SOIL /
s� ap DESIGNED FOR 1000 PSF TOTAL LOAD SOIL
CONDITIONS.
TYPICAL BEAM 4. CONCRETE 3000 PSI AT 28 DAYS AS TESTED AND MANUFACTURED BY STARLITE WEIGHT CONCRETE.
A36 F
S.
r STRUCTURAL STEEL:
CONNECTIONS Not t o S co l e
- �. SHALL CONFORM TO AS1Tyf , = 36 KSI MINIMUM.
b. SHALL BE FABRICATED ACCORDING TO A1SC SPECIFICATIONS.
C. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS:
i. ELECTRODES: E70 '
PLATES: ASTM A36
.-� - iii. ANCHOR BOLTS: ASTM A307
iv. BOLTS: SAE GRS=ASTM A449=ASTM A325
aD
V. THREADED ROD: COLD DRAWN LAW CARBON WELDABLE
° COACH i BEAM d. ALL METAL COMPONENTS INCLUDING NAILS t SCREWS ETC. ARE TO BE PROTECTIVE COATED.
COATED WITH SHE CERTIFIED
WILLIAMS E61 -RC2 OR a
3
X 3' PLATE 6. THE PIER AND RIDGE BEAM SUPPORT ASSEMBLIES SHAI1. HE LABELED CERTIFIED TESTING AND CONSULTING
.APPROVED EQUIVALENT AND SHALL. BE LISTED AND LAB
SERVICES (CTC) FOR IFHE FOLLOWING LOADS:
-4 - 3/8' �. LATERAL: 17ooaw MAX
MAX i UBE NE IGHT BOL T S 13000 ba. MAX
8' SHORT TUBE b. VERTICAL:
UCTED
14' LONG TUBE 2' DIA O IS FOR PLACING MANUFACTURED BLgIDINGS CONSTRWITH LONGITUDINAL OR
� SID PIPE. 7. <TII1S FOUNDATI N
4 3/B� CROSS JOINTS.
co
BOLTS O 3/16' PLATEFDInBECON51RUC1EDONAFAIRLY LEVEL SITE WITH NoEXISTTNOSOIL
r, TIGHTEN 8. THIS RWNDATTON PLAN IS DESIGN
10 TO 1B0 CLAMP
`:.PROBLEMS, IF SETTLEMENT OCCURS DUE TO POOR 5014 SEE NOTE 1 i.
19MIC PIERS IN-POUNDS
OUE
/lJBMP PIERS ST OPEC TOR
RDCA9T t 9. PRECAST CONCRETE PADS SHALL BE PLACED ON LEVEL L'tiDISTURBED SOIL
CONCRETE PADS CONCRETE PADS 3/16' PLATE LEGS
3/4' THREADED TYP OF 4
� ROD 10. PAD ORIENTATION MUST BE AS SHOWN IN DRAWING. THIS SHEET.
OWTUNc
OUTLINE a: OP WOIIIIE
11. " IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOMES SHALL. BE
OF MOBILE (COACH
T;..,-_ - READJUSTED WHEN D.S. EXCEEDS IN", OR WHEN [i WILL ADVERSELY AFFECT THE USE OF THE
COACH m m 5/16' PLATE
MANUFACTURED HOME. "
SINGLE WIDE TYPICAL
DOUBLE NIDE ..TYPICAL 5/e' "x 1 i/4' BOLT
or 14' -_•I WITH HARDENED VASHER
24'. OR 28' 12. THIS SYSTEM IS ADAPTABLE TO STANDARD HOLLOW MASONRY BLACK PIERS.
P LAIC
SEISMIC PIER Not t0 S[olp
RLAN__
ICP - sEISNIC PIER 1t1PATENT PENDING�(�ACH LENGTH NOTES:
SINGLE WIDE MOBILE ; COACH
BLE WIDE MOBILE COACH cele: I 10 HillE: " DOUBLE " S 180 9N -POUNDS IS EpU1VALCNT TO 15 FT -POUNDS
$C91C: 1 _ 10• ' 1: ' MAXIMUM LENGTH OF SMOTE WIDE COACH - 68 FEET.
MMARD & FOOTING SPACING
STANDARD P 2. ` MAXIMUM LENGTH OF DOUBLE WIDE COACH = 70 FEET.
NOTE ORE THAN TRIPLE WIDE UNITS, SUBMIT PER MOBILE HIOM�TEiUM MANUFACTURER'S ;; FOR TRIPLE WIDE COAiCHES, FOLLOW SAME PLACEMENT' PATTERN AS SHOWN ON THE DOUBLE WIDE MOBILE
FOR >I
LAYOUT TO THARP tc ASSOC. FOR APPROVAL CONFIGURATION SHOWN IS THE MINIMUM COACH.
STANDARD PIER Ac !'OOTINC SPACING NUMBER OR � .
PER MOBILE HOME MANUPACTIIRER S 4• FOR ANY COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFEPADS REQUIRED. RENCED ABOVE, THEPIER AND PAD
`
INSTALLATION MANUAL LAYOUT SHALL BE REVIEWED AND APPROVED BY DONALD M. THARP At ASSOCIATES.
CONFIGURATION SHOWN IS THE MINIMUM
NUMBER OF PADS REQUIRED.
jjEAM SIZE NOTES:
SPACING SHOWN ON THIS PLAN ARE FOR COACHES WITH 10" AND 12' BEAMS.
ORE THAN 6.0' ON EACH END OF UNIT
2. ANY 8 BEAM IS NOT TO CANTILEVER M .�,< A ,_ . _ G •.. Fes,..,
-,-"---AND SPACING OF SEISMIC PIERS CAN NOT EXCEED 13.5 .
oil e'3 PrD�S vA
1Laclift-PONeI Ix IAB._
1T� on come w1f1
Hen
Is 33on
irof
DS y`"3. e,. a rnz-4 Doi, pow
12
r
S0 IN OVERBITE FOR CNIRING IIEAUN AND SAFM COOS SECTIOO4 9"I
AND OR CORNER RREAKAGr A P P R O V E 1)
e' SU9IECT TO CORRECTIONS NOTED
- -. Approwai doa, .a''ovd,onte or appro.•e cwn' omhur m der101iG•
of appl,coble Sloe Iuw v.d repubwwr,
INSERT PLR.-,- ` — Stare of cv:ftcvn;o
5/9' r 1 1/4' N.R. 8r 24'
SEISMIC PIER AND oepw+mwo o1 Reusing and Commurw*r De»or�«+I
lo
PRECAST CONCRETE PAD ODES AN SuNpARDS
BY - Dote
_
3
36 1/2'----'�
SPA. NO. __--------------------------- w`Aw•T
rr / e �p
S,IY X 1 1/8' FLANGE S os t/OvAI �! — _�
ELEVATION1
jTANIESS STEEL W
NOT TO SCALE /#CNOR INURT
3.j5�' EV. 31311??
NATE: INSTALLATION l
THE FOUNDATION SYSTEM 1S SAFE FOR INSTALL I 4„4.404 wP
1
N FLOOD PLAINS UPON REVIEW AND APPROVAL B 'J'1' CIVIL. �P
THARP b ASSOC.
�Of CAtIFO�
PR _CAST FDUNDATIC]N PAD ,
� IiGALEr • Ls• ;�. ED
`
OV
RENEWAL OF
STATE SUBMITTAL 30-51F
-
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