51123 Permit# V I'
Address' ! / / C�. I Q 'P 1 AYG
Descriotlon A"^�� V
Owner v . Mo Awn Soh
C I T, Y O F C U P E R T I N 0 '
Building Division
PROJECT FILE A
ADDRESS �}� D �9�,/n^ S (�3nd Q SAN #
OWNER S I t _ V \��1�^� PHONE -// BLDG. TYPE
ADDRESS OCC. GROUP
REP. PHONE
ARCHITECT
REP. PHONE
CONTRACTOR
—S �"
REP• PHONE 3
SUPT. PHONE VALUATION $
FEE TO STRUCT. ENG.
BLDG. PLAN CK. FIM UYI
BLDG. PERMIT FEE _52 elv
CAP FEE 7U
TOTAL FEES
DATE REC. DATE RET. REMARKS
BLDG. DEPT. /
ENG. DEPT.
PLANNING DEPT. / a/ b 6 vl
COUNTY HEALTH
COUNTY FIRE MARSHAL
INDUSTRIAL WASTE
STRUCTURAL ENG.
SANITARY DISTRICT
SOILS INVESTIGATION
SOILS COMPACTION
10394 S. Blaney Ave.
NO. ET • LOT NO.
CITY OF CUPERTINO
APPLICATION FOR BUILDING PERMIT
SANITARY NO.
FILE NO.-51,123
DATE 1-30 1980
Application is hereby made for a permit to
construct a story,type
to be occupied only as addition'.
in accordance with plot plan,plans and specification filed herewith.
ESTIMATED VALUE OF IMPROVEMENTS $ 105000
FEE$ 52.00 PLAN CHECK$
OWNER Steve Mogensen ADDRESS
PHONE 255-6641
CONTR. S & S. Const. ADDRESS 14906 Donner Dr. S.J.
PHONE 377-1423 STATE LICENSE 338813
APPROVED Angelo Leber
c2
BUILDING INSPECTION RECORD
DATE INSPECTOR I DATE INSPECTOR
FOUNDATION IFLOORSTEEL
PRE-GUNITE FRAME
BONDBEAMS LATH _yp�
WALLBOARDS- .& T.
FIREWALLS
MEMBRANE LANDSCAPING
F.M.O.INSPECTION
FINAL BLDG.
UNDER-FLOOR
TIEDOWNS -MISC-
DIAPHRAMS Na -13-9
M OORE BIISIHESS rO R.1 I.C..I1
ELECTRICAL INSPECTION RECORD
RESIDENTIAL DATE INSP CTOR COMMERCIAL DATE INSPECTOR
UNDERGROUND ROUGH UNDERGROUND ROUGH
ROUGH WIRING K ROUGH WIRING
FINISH WIRING FINISH WIRING
FIXTURES INTERIOR FIXTURES
MOTORS EXTERIOR FIXTURES
FINAL �� /� MOTORS
FINAL
MISCELLANEOUS INSPECTIONS
PLUMBING INSPECTION RECORD HEATING 8 A/C INSPECTION RECORD
DATE INSPECTOR DATE INSPECTOR
BACK FLOW REQUIRED UNDERFLOOR S.M.
BACK FLOW INSTALLED DUCTS 81NSULATION
UNDERGROUND ROUGH FLUES S.COMB.AIR
PARTIAL ROUGH CONDENSATE DRAINS
ROUGH COMPLETE FINAL APPLIANCE
ROOF DRAIN&LEADERS
MAIN DRAIN
FINAL GAS
FINAL PLUMBING
MISCELLANEOUS
{ /
-lnQ S. CS�nsnP r, /T %LJ 'LOT NO:
NO. STREET_ _. ' - �. L/
C i CITY OF CUPERTINO CAC !VA
Q APPUCATION_FOR BUILDING PERMIT' l FEE ' 7 G
W Building Per.No.
O Date J 5 C, ,% i 5..I I ,19
Sanitary Par:No: -
3V' Application is hereby made for a,permit to G f7/� cicT �AL)Vz,Vv
= W o / story; ,Type ri Structure
O
,0 .w- to be occupied only as in accordance with
a
'Z , Plans,Specifications and Plot-Plan filed herewith.
r- Estimated Vdlue:of Improvements,,$��
a PI Ck Fee$
O O It is hereby agreed that. the requirements of the
wCupertino, Building and-,Zoning Ordinances and all Fee$
Q. other laws applicable to the construction,location,and Total Fee
Z use of buildings within;the.City of Cupertino will be
zz complied with.
3 a A5teje TAo, ase 2-5S G(-41 TI03cILA S:Qlayse.x Cup.
ti
OWNER PHONE
DRESS
S<S Cavns • BOVVter s'
)C.
Q'� CONTR.OR AGENT. DD ES
_ v 3-77 W Z )
3 . - 'SSS 1 I
PHONE 'ST TE LICJ� ENSE _ ,)WILD NG I TOR- -
t
1
1
1
IhZ_Q�I �. (ZS/ n2U ,1 LOT;NO!
v CITY OF CIIPERTINO,
,APPLICATION FOR,ELECTRICAL PERMIT '
, I.
, , Permit No.
Date
Application is hereby made,tcPthe City,of, Cupertiao'for, a permit.to Install eletlrical
Wiring and/or fixtures as listed on the reverse side-Hereof, andagrees to install said
wiring and/or fixtures'in accordance!witR the provisions�of 'the Eletlrical Code.of the
City of Cupertino,and all other laws opplicable:thereto.
ON at Work,To Be
Premises Performed
Or/nir Address aQ39y .S• QMn+nev- _ C.4
Phone.T'r?5 'I
By S.' S CoA-A • :Add;::, l'y:9ob '0OV,n e:c i V'We
Contrador;Agent -
Phone '-1'2.3
State License 13%,8,0 f Approved .
" ' JElect6<ol Ins or
I AGREE I WILL NOT VIOLATE'ANy OF tTH ORKMEtJ'$ -
COMPENSATION LAWS OF THEw:'STATE,OF CALIFORNIA.
ELECTRIC'SERVICENOTICE \ . oFFICECoyv,
•'"" �`BUILDING,fNSPECTOR_SNOTICE
CITY OF CUPERTINO
To. - „19,
You are hereby author toyConnecrlelecmcal service far
�.Owner orTenantAt �`-"r--1�(A.� -
!630, 4
17
I Noof Wires. - - I Size of W"res'
- Size ofSvilt�h, /Lfi Ein•41J.
f Morar Loadl , Voltage V -
9 Phase:.
." Heating Load K`W,
Volioge -
1 No.'o(Meters'i - - ' L 9h' I,10__New Service- I/ - -
1 - _- Reconnect'
f Heor -120_Th,ee W re MorSer
• �I No.,of Add Meters po er - eJice '
/-` Three Phase - - Move Meter
'iELECiRIC"Li SPECIT.0 r�/}'Cry /�
I
CERTIFICATE OF COMPLETION
BUILDING'INSPECTOR'S OFFICE
\
CITY OF CUPERTINO
DATE •} - ! 19 BLDG.BL,D/JG: PERMIT-NO:
II THE BLDG. LOCATED-AT !/)7���-
OWNED BYtP_,r:p��'JJ•I_Q/JiYlA1Lv1 J'
ICOMPCET'EDI
Q a '
HAS BEEN FOR USE'A5 -GZ.JVP
(ALTERED)
- '
�I
�! BUILDINGINSPECTOR
h ,
AAE LV I N R. H
Engineering - Surveying —Soil Testing
CIVIL ENGINEERING 55 E. Hamilton Av. - Campbell., CA 95.008
(
R.C.E.. 19704 ('408) 866-1,546
STRUCTURAL DESIGN JOB # 80903
FOR UATt'. Feb. 12 1980.
PAGF 1 O C 2'
Steve Mogensen
10394 So. Blaney
Cupertino , Calif
pROFESSfp _r
2�vp, �2 �`���� `1�N R. y/( F2m
INDEX PA �6' y0i y ijo. 19,704
Vertical Design 2 a' <2
Lateral Design
C/ l
✓ �J 1F
CAl0��\Q
SPECIFICATIONS :
1 . Roof Load - 23 psf*
2. Concrete - 2000 psi @ 28 days
3. Conc. Blocks - Grade 'A' Units - Grout all cells solid
4 . Lumber - Douglas Fir grade as specified
5. Re-bar - Mild - 20,000 psi - Lap all splices 24"or?:4O dia.
6'. Soil - Assumed bearing 1500psf,
7. Shear Plywood - 3/8" Structural ,II cc exterior or as noted
-8. General
a. All columns and posts to be installed with ICBO approved
column caps and post anchors or as specified.
b. Use 2 trimmers minimum on all bearing wall openings 48" and
over or as specified.
c. It shall be the owner's responsibility to insure that con-
struction conforms to these calculations.
d. Before ordering any material it shall be the contractor' s ':
responsibility to verify, all dimensions.
e. Any field conditions found to be unusual or other than those
used in these calculations shall be reported to this engineer.
f . All foundations shall be placed a minimum of into natu-
ral grade.
g. All rafters spaced over 16" apart bearing snow load shall :have
solid studs (width of rafter) as bearing.
h. Soil report by: none dated
i. Shear stress loading has been eliminated at supports for a i
distance equal to the depth of the beam (U.B,C. 2506c) .
j'.. where posts are called out for beam support, the load is to
be transferred the full length to the foundation via
vertical grain members only..
THESE CALCULATIONS ARE BASED ON GLANS DRAwN; By s 6 S Const, j
DATED 1 /17/80
a....E..J..E.C...T......._._._ (1..A....-.r...
•w. S w�.C...-.___.
...... SHEET NO... _.BY.-
MELV I N R. HILt Engineering - Surveying .Soil Testing :
CIVIL ENGINEERING - 55 E. Hamilton Av. . Campbell , CA' 95008
R.C.I.• 19704 (408) 866-1546
STRUCTURAL DESIGN JOB p 809.03
—� FOR DATE Feb�(12 , 1980
Steve Mogensen 1 2
I 10394 So. Blaney
Cupertino, Calif Yy
0
pROFESS101V \
r � r
i�o. 19,704 �
Verrtical Design 2 EX PAGE y v , Ply I
Lateral Design o OF CAO
CA1:1E0`6�\
'SPECIFICATIONS':
1,. Roof Load - 23 psf
2. Conprete - 2000 psi @ 28 days
3. Conc. Blocks - Grade 'A' Units - Grout all cells solid
4. Lumber - Douglas Fir grade as specified
5. Re-bar - Mild - 20,000 psi - Lap all splices 24"or,,40 dia.
6 . Soil - Assumed bearing 1500psf .
7. Shear Plywood - 3/8" Structural II cc exterior or as noted
8. General
a. All columns and posts to be installed with ICBG approved
column caps and post. anchors or as specified.
b. Use 2 trimmers minimum on all bearing wall openings 48" and
over or as specified.
C. It shall be the owner's responsibility to insure that con- "
struction conforms to these calculations.
d. Before ordering any material itshall be the contractor's
responsibility to verify all dimensions.
e. Any field conditions found to be unusual or other than those
used in these calculations shall be reported to this engineer.,
f. All foundations shall be placed a minimum of into natu-
ral grade.
g. All rafters spaced over 16" apart bearing snow load shall have
solid studs (width of rafter) as bearing.
h. Soil report by: nine dated
I. Shear stress load�ng has been eliminated at supports for a
distance equal to the depth of the beam (U.B.C. 2506c) .
j . Where posts are called out for beam support, the load is to
be transferred the full length to the foundation via
vertical grain members .only. I P
TaL
THESE CALCULATIONS ARE BASED ON PLANS DRAWN BY, s & S Const.
DATED 1 /17/80
I
i
•. BY.-�_ ... .... . OAT£-.._.______._ OBJECT.,_.. ,e.d.�__ 1------ __ R�.__._...�.__. SNHET NO.Bp.. .... OF _..
CMKD. B ._...-.... DA .------.-5f6vf............M �f twwfw� JOB NO.--O_o�0-3-._.___.
TFr_____________ '...._.-._.. .... _.__ .._..........__.
-.. �-�L'rGf- - -------------- --------------- --------------------------- --------------- --ZwL`---!Alp-4--------
- roo ;
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spJ� ��d. sf�.tl.
1. 7, �2 - 11
,2x6 24 '0c 1. 1 1 . 8
�iN � Sa 1 , 0
1�•l . _ �,o psf
�s� �, l
Toi .( 23.E �esF l.� • re . o p5
06)(z3) + 1 -7 %z 446 plf
/&00) ` 58 , 7
�b
x) = �}9l.) ( �� - .9G)' 3145
it
z45')(3)
3 �
y (a)(5 '/Z)= ¢¢ add 5 � ��►.
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S
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