08010123 (3) CITY OF CUPERTINO �._
BUILDING DIVISION PERMIT
BUILDING ADDRESS. PERMIT NO.
22292 REGNART RD VIA BUILDERS INC. 08010123
OWNER'S NAME: PERMiTISSUEDATE
MIKE & KATHY YATES 14600 EL CAMINO REAL STE 209 07/22/2008
PHONE, SANITARY NO. CONTROL NO.
(650) 948-1077
ARCHITECTIENGINEElt BUILDING PERMITINFO
BLDG ELECT PLUMB MECH
o a o 0
0 o LICENSED coNTRACrORS DECLARATION lob Description
U I hereby affirm that I am licensed under provisions of Chapter 9(commencing
z� with section]000)ofDivision3oftheBusinrssandProfasionsCode,andmyliecnacia REVISION,FOUNDATION PIER DETAILS;ORIG 07090124—NO
Ow- in full force and effect
�z License Class Lte.t/ NEW PERMIT.
m DateContractor
t-to ARCHITECTS DECLARATION
I<
0. I nate.anted my plans shall be used as public accords
wo w Licensed Professional
y S OWNER-BUILDER DECLARATION
2 1 hereby affirm that I am exempt from the Contractors License Law for the
00 following reason.(Section 703 1.5,Business and Profusions Code:Any city or county
m which requires a permit to construm alter,improve.demolish,or repair any slmctum
Z Y prior to its issuance,also requires the applicant for such permit te file a signed statement
< that he is licensed pursuant to the provisions of the canusctoes License law(Chapter 9 Sq.Ft.Floor Area Valuation
z-G (commencing with Section 7000)of Division 3 of the Business and Professionscode)or $0
that he is exempt therefrom and the basis for the alleged exemption.Any violation of
Section 7031.5 by arty applicant for a permit subjects the applicant to a civil penalty or 1 4Number Occupancy Type
not more than five hundred dollars(5500} 36647015
❑L as owner of die property,or my employees with wages as their sole compensation,
will do the work,and the structure is not intended oroffsredforsale(Sec.7044.Businesa Required Inspections
and Professions Code:The Contractor's License Law does riot apply to an owner of Q p
property who builds orimproves thereon,and who doessuch work himself or through his
own employees,provided that such improvements arc not intended oroffered forsale.Y,
however.the building or improvement is sold within fume year of compledo0.the owner-
builder will have the burden of proving that he did not build or improve for purpose of
sale.).
L as owner of the property,am exclusively conhaaing with licensed contractors to
construct the project(Sec 7044.Business and Profcatom;Code:)The Contractor's Li-
cense Law does not apply to an owner of property who builds or improves thereon,and.
who contracts for such projects with a contractor(s)licensed pursuant to the Contractors
License Law.
❑I am exempt under Sea B&P C for this reason
Gwner f �y�� ,� Date 7
� ( WORKER'S COMPENSA71ON DECLARATION
1J,fi'ercby affirm under penalty of perjury one of the following dedaratim s:
❑1 have and will maintain a Cenifiate of Consent to self-insure for Workees Compen-
sation,as provided for by Section 3700 of the Labor Code,for the performance of the
work for which this permit is issued
❑I have and will maintain Workers Compensation Insurance,as requited by Section
3700 of the Labor Code,for the performance of the work for which this permit is issued
My Workers Compensation Insurance artier and Policy number am:
Cartier. Policy No.:
CERTIFICATE OF EXEMPnON FROM WORKERS'
COMPENSATION INSURANCE
(This section need not be completed if the permit is formic hundred dollars($100)
or less)
I certify that in the performance or the work for which this permit is issued 1 shall not
employ any person in any manner so as to become subject to the Workers Compensation
Laws of California Date
Appliamt
NOTICE TO APPL]CA f:it after making this Certifi(=of Exemption,you should
become subject to the Wt�er's Compensation provisions of the labor Code,you must
0 forthwith comply with such provisions or this permit shall be deemed revoked.
N
CONSTRUCTION LENDING AGENCY
r►N-i I hereby affirm that there is a construction lending agency for the performance of
4> the work for which this permit is issued(Scc.3097,Civ.C.)
a Q Lenders Name
z Lenders Address
Q I certify that I have read this application and stare that the above information is
correct.I agree to comply with all city and county ordinances and slate laws relating to
Vbuilding construction,and hemby authorize mpm senudives of this city to enter upon the
ti W above-mentioned property for inspection purposes.
y W (We)agree to save,indemnify and keep harmless the city of cupenino against
y rn liabilities,judgments,costs and expenses which may in any way scenic against said City
Z in consequence the granting mf this permit �'"�
►� APPLICANT IONS DS AND WILL LY WITH ALL NON-POINT Issued by: Date �� T�2,
SOURCE RE TIL„ 7-2,�
i nalan f Re-roofs
s
g A�ppliant/Conuactor / Date
1/ HAZARDOUS MATERIALS DISCLOSURE Type of Roof
WifYthe applicant or future building occupant store or handle hazardous material
as defined by the Cupertino Municipal Code.Chapter 9.12.and the Health and Safety
Code,Section16N.2553z(a)?
Yes All roofs shall be inspected prior to any roofing material being installed.
❑
Will the applicant or(arum building occupant use equipment or devices which If a roof IS Installed Without first obtaining an Inspection,I agree to remove
emit hazardous air contaminants as defined by the Bay Arca Air Quality Management all new materials for inspection.
District?
❑Yes IWNo
I have read the hazardous materials mquimments undorChapter6.95 of the Califor-.
nia Health&SaretyCodc.Sections 25505,25533 and 25534.1 undmsrand thatif the building
does not currently have a tenant,that it is my taponsibility to notify the occupant of die
rcquirementsi�whichmusy-pCmet prio�m of acenifrateofOccupancy. Signature.of Applicant Date
7-.?D--09
own iora6thoor�d gent 1/ DateAll roof coverings to be Class''`or better
0 � ol 012-3
F®r CITY OF CUPERTINO
CUPERTINO REVISION/DEFERRED
PERMIT APPLICATION FORM
APN# Date:
366 - y7 pt �
Opt /f l 1 S D g
Original Permit#: 0.7 0 RD GZ,4
Building Address: a�oZ2� IAa'r+
Cv ef�iu�o, CA
Mailing Address (if different from building address):
Owner's Name: Phone #:
Contractor: Phone: 65-0 `7
v i o` 'l3 v,k K C- . Fax:
Contractor License #: -1 t 1105-
Cupertino
7`05—Cu ertino Business License#:
Contact: Phone: (,SO - a a Z - o`7 9
�O v�.A,0-v\ �is 'Fax: 46t -
Building
-Building Permit Info:
Bldg N Elect ❑ Plumb ❑ Mech ❑
Residential ® Commercial ❑
Job Description:
t ?t
Type of Construction (Usage Class): * Occupancy Type:
1 FR, 11FR ❑ 11, 111, V-lHR ❑ 11, 111, 1V V-N '3
Valuation (cost of project):
Project Size: Standard 0 Large ❑ Major ❑ Valuation:
CITY OF CUPERTINO
cuPRT INO REVISION/DEFERRED
PERMIT APPLICATION FORM
FEE SCHEDULE
Quantity Fee ID Fee Description Fee Group Permit Type
Sq Ft
1REVCOMNEW Revision Commercial New B 1*
1REVCOMTI Revision Tenant Improvement B 1* TI
r 1REVSFDWL Revision SFDWL , B 1R3SFDW
1REVRESADD Revision Addition B 1R3SFDADD
1REVRESREM Revision Remodel B 1R3SFDREM
1DEFINSP Deferred Submittal not R-3 B 1*
Inspection
1DEFPLNCK Deferred Submittal not R-3 Plan B 1* OR
Check 1* TI
1DEFR3PLNCK Deferred submittal R-3 Plan Chk B 1R3SFDW
1R3SFDADD
1R3SFDREM
2 of 3
a WR
' ES Geotechnol gies 0,
�F )f"r 446 South Hillview Drive
t uOVElJ 1 Milpitas, CA 95035-5464
(408) 934-9302
,ill 0 8 ?#Og Fax (408) 946-4569
File No. BA-2431-01 Doc. No. 0807-061
July 7, 2008
Via Builders SUBMI4600 El Camino Real, Suite 2 9 r TA
Los Altos CA 94022 t
Attention: Mr. Ralph Savi no
Subject: Yates Residence
22292 Regnart rive
Cupertino, California
FOUNDATION PLAN REVIEW
References: Geotechnical 1 vestigation, New Single-Family Residence, Yates Property, 22292
Regnart Road, Cupertino, California, dated March 11, 2004.
Supplemental Recommendations, Report Update, Response to Comments, and
Plan Review, New Single-Family Residence, Yates Property, 22292 Regnart
Road, Cupertino, California, dated October 12, 2007.
Dear Mr. Saviano:
As authorized by Mr. John Hillesland, your project superintendent, ES Geotechnologies (ESG)
has completed a review of the foundation plans and structural calculations for the subject project.
This review was performed to satisfy the plan check comment from the City of Cupertino third
party plan check consultant, A.S.E. The plan check report from A.S.E. is dated Jan. 24, 2008.
Comment 1 states:
"Provide revised structural detailing and or plans to reflect the
changes required based on the revised structural calculations. Also
obtain review letter from the project Soil engineer approving all
changes."
The Structural Calculations Nvere prepared by RC Consulting Engineers, Inc. They are dated
June 20, 2008, and indicate t at they are for a "Plan Check & Revision". The structural plans
and details were also prepare by RC Consulting Engineers, Inc. They are dated 06-02-06 with a
Revision 4 date of 4-14-08.
File No. BA-2431-01 Doc.No. 0807-061
July 7, 2008
The Structural Calculations indicate three foundation revisions, generally as follows:
• The addition of underpinning piers to the southeast end of the basement mat foundation
as indicated on Sheet S-1.
• Revision of the patio aid stairs in the northwest corner of the structure, including a new
pier and grade beam fo indation, as depicted on Sheet S-2.
• Extension of the safe room to the detached garage and the subsequent elimination of 4
drilled piers from the pier and grade beam foundation for the garage, as depicted on Sheet
S-5.
Based on our review of the plans and calculations, it is ESG's opinion that the foundation plans
and details and supporting s ructural calculations by RC Consulting Engineers, Inc. are in
general conformance with the zecommendations of the referenced Geotechnical Investigation and
supplemental recommendations report by Upp Geotechnology, Inc. In addition, the revised
structural drawings are consistent with the changes discussed in the calculations.
We trust this report provides the information requested. If you have any questions or need any
additional information, please contact our office.
Respectfully submitted,
OQ�OFESS/ON,q�
ES GEOTECHNOLOGIES ��`y�.ZEH��gc
W GE 926 ti m
<r G —O
EXP. �!"A �
Bill E. Zehrba 0
Principal Engineer s�9�107'ECMA
Geotechnical Engineer 926 FOFC�.�0r®
BEZ: ry
Distribution: 4 to VIA Builders
1 to RC Consulling Engineers, Inc.
1 to Robert Aviles Design
ES Geotechnologies 2
Str- Aural Calculati
/T
T�
� t
Yates Residence
22292 Regnart Drive'
Cupertino, CA JUL 0 8 7088
37
G�for
Via Builders Inc.
4600 EI Camino Real #209
Los Altos, CA
Project#06-1097
January 9, 2008
C0"o. Cggq�F�
No,C 45958
Exo.09 3(;-09
od
RC Consulting Engineers, Inc.
Structural & Earthquake Design `IAN 2000
317 Piercy Road San Jose,CA 95138
tel 40(8 2-29 8155 fax 408.229.8157
RC Consulting Engineers, Inc Project: Sht. of
C#r�irfi irol R.F�hhni
Yates 'ITl—
••_s mss. �....�
Design Cone 22292 Regnart Dr. Project#:06-1097
317 P;- Cupertino,CA By: RC
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No, G 46956
Oq1-30 09
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RC Consulting Engineers, Inc. Project: Sht. of
Stri ct ural R Earthquake Yates_iecl_enwe ITT-
Design Consultants 22292 Regnart Dr. Project#:06-1097
317 Piercy Rd. Cupertino,CA By: RC
San Jose, CA 95138
tel 408-229-8155 fax 408-229-8157
V
p
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ftwo
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3
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RC Consulting Engineers,Inc. project; Sht. of
Structural& Earthquake .a es:eg.dUcaeP..,.e n :. rs,,,
Design Consultants 22292 Regnart Dr. Project#:06-1097
317 Piercy Rd. Cupertino,CA By: RC
San Jose, CA 95138
tel 408-229-8155 fax 408-?9a-R1 r- I
916
0
0 0
o y 0
X 733 -
0 0
0 0'
0
P
24.0 inch diam. n fs=0
f = 2.5 ksi k fs=0.5fy
i
fy = 60.0 ksi p
s
Confinement: Tied
clr cover= 3.38 in
spacing 4.19 in 221
10-#7 at 1.33% 11nx (ft-k)
As = 6 in^2 .
Ix=16286 in"4
ly= 16286 in^4 -324
Xo = 0.00 in
Yo 0.00 in
CI 993 PCA
File name: ...
Project: yates pier Material Properties:
Column Id: Ec 3031 ksi eu = 0.003 in/in
` Engineer: fc =2.13 ksi Es =29000 ksi
Date: 01/08/08 Time: 16:06:53 Beta1 = 0.85
Code: ACI 318-89 Stress Profile: Block
Units: in-Ib phi(c) = 0.70, phi(b) = 0.90
`°=X-axis slenderness is not considered.
RC Consulting Engineers, Inc. proje,t; Sht. of
Structural R Earthquake _ __ ___
- :alms.Reim e.== vale: 1-y-U8
Design Consultants 22292 Regnart Dr. Project#:06-1097
317 Piercy Rd. Cupertino,CA By: RC
San Jose,CA 95138
tel 408-229-8155 fax 408-229-8157
General Information:
File game: '
Project: yates pier Code: ACI 318-89
Column: Units: US in-lbs
Engineer: Date: 01/08/08 Time: 16:06:53
Run Option: Investigation Short(nonslender) column
Run Axis: X-axis Column Type: Structural
Material Properties:
fc =2.5 ksi �_-----__ fy = 60 ksi
Ec =3031.24 ksi Es =29000 ksi
fc =2.125 ksi erup=0 in/in
eu. =0.003 in/in
Stress Profile: Block Beta1 0.85
Geometry:
Circular.: Diameter=24 in
Gross section area, Ag = 462.389 in^2
Ix= 16286 in^4 Xo= 0i6
ly= 16286 in"4 Yo = 0 in
Reinforcement:
Rebar Database: ASTM
Size Diam Area Size Diam Area Size Diam Area
.31 038 0.11 4 0.50 ~0.20 5i 0.63 0.31
6 0.75 0,44 7. 0.88 0.60 8i 1.00 0.79
9 . 1.13 1.00 . 10 1.27 1.27 1 h 1.41 1.66
14 . 1.69 2.25 18 2.26 4.00
Confinement: Tied; phi(c) = 0.7, phi(b) = 0.9, a = 0.8
#3 ties with#10 bars,#4 with larger bars.,
Layout: Circular .
r Pattern: All Sides Equal [Cover to.transverse reinforcement(ties)]
Total steel area,As= 6.00 in^2 at 1.33%
1047 Cover= 3 in
RC Consulting Engineers, Inc. project; Sht. of
Structural R Farthauake Yates M.Q.ce-f-a i:dcc: .-9 08
Design Consultants 22292 Regnart Dr. Project 4: 06-1097
317 Piercy Rd. Cupertino,CA By: RC
San Jose, CA 95138
tel 408-229-8155 fax 408-229-8157
Applied Loads Computed Strength Computed/
P Mx P Mx Applied
Pt. (kips)' (ft-k) (kips) (ft-k) Ray length
1 10 30 68 207 6:966
RC Consulting Engineers, Inc. project: Sht. of
Structural&Earthouake Yates__esi_ence "rS� ______
Design Consultants 22282 Regnart Dr. Project#:06-1097
317 Piercy Rd. Cupertino,CA By: RC
San Jose, CA 95138
tel 408-229-8155 fax 408-229-8157
w� w+ V, 150
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RC Consulting Engineers,Inca Project: Sht. of
Structural&Earthquake Engineering Design Yates Residence Date:1-OM7
317 Piercy Rd. 22292 Re,art Dc Project#:D6 i097
San Jose;CA 95138 C�.o�~irta.CA cy:Di.
te1408-229.8155 fax 408-229-8157
e-mail rcengr@aol.com
ALLOWABLE LOAD ON DRILLED PIERS
Allowable Skin Friction(ASF)= 400 psf
Neglected Depth for Friction= 8 feet
P1=ASF x(Pier Size-neglected depth)
P2=Weight of Pier
Pallow=Allowable Concentrated Load on pier
Mark Pier Pier Size P1 P2 Pallow Pallow
Depth Diameter lbs. lbs. with pier without pier
feet inches weight weight
1 1 24 0 471 0 0
2. 1.5 24 0 707 0 0
3 2 24 0 942 0 0
4 2.6 24 0 1178 0 0
5 3 24 0 1413 0 0
6 3.5 24 0 1649 0 0
7 4 24 0 1884 0 0
8 4.5 24 0 2120 0 0
9 5 24 0 2355 0 0
10 5.5 24 0 2591 0 0
11 6 24 0 2826 0 0
12 6.5. 24 0 3062 . .0 0
13 7 24 0 3297 .0 0
14 7.5 24 0 3533 0 0
15 8 24 0 3768 0 0
16 8.5 24 1256 4004 0 1256
17 9 24 2512 4239 .0 2512
18 9.5 24 3768 4475 0 3768
19 10 24 5024 4710 314 5024
20 10.5 24 6280 4946 1335 6280
21'' 11 24 7536. .5181 2355 7536
22 11.5 24 8792 5417 3376 8792
23 12 24 10048 5652 4396 10048
24 12.5 24' 11304 5886 5417 11304
25 13 24 12560 6123 6437 12560
26 13.5 24 13816 6359 7458 13816
27 14 24 15072 6594 8478 15072
28 14.5 24 16328 6830 9499 16328
29 15 24 17584 7065 10519 17584
30 15.5 24 18840 7301 11540 18840
31 16 24 20095 7536 12560 20096
32 16.5 24 21352 7772 13581 21352
33 17 24 22608 8007 14601 .22608
34 17.5 24 23864 8243 15622 23864
35 18 24 25120 8478 16642 25120��. VS.kr I low
36 18.5 24 26376 8714 17663 26376
37 19 24 27632 8949 18683 27632
38 19.5 24 28888 9185 19704 28888
39 20 24 30144 9420 20724 30144
40 20.5 24 31400 9656 21745 31400
41 21 24 32656 9891 22765 32656
42 21.5 24 33912 10127 23786 33912
43 22 24 35168 10362 24806 35168
44 22.5 24 36424 10588 25827 36424
.45 23 24 37680 10833 .26847 37680
46 23.5 24 38936 11069 27868 38936
47 24 24 40192 11304 28888 40192
48 24.5 24 41448 11540 29909 41448
49 25 24 42704 11775 30929 42704