09110089 CITY OF CUPERTINO BUILDING PERMIT
BUILDING ADDRESS: 19925 STEVENS CREEK BLVD CONT&\CTOR:TBD-TO BE DETERMINED PERMIT NO:09110089
OWNER'S NAME: MATTESON REALTY DATE ISSUED: 11/162009
OWNER'S PHONE: 6508021800 PHONE NO:
❑ LICENSED CONTRACTOR'S DECLARATION ,YIr r r
``_ 5 Y_/' BUILDING PERMIT INFO: BLDG ELECT PLUMB
License Class �i"t'�) Lic.q 7-7 b -L
Ir /rye n MECH r RESIDENTIAL r COMMERCIAL r
Contractor CtVI�" 1`�) Date �� —0 /
1 hereby affirm that 1 am licensed under the provisions of Chapter 9 JOB DESCRIPTION: RE-INSTALL MONUMNET SIGNS
(commencing with Section 7000)of Division 3 of the Business& Professions
Code and that my license is in full force and effect.
hereby affirm under penalty of perjury one of the following two declarations:
I have and will maintain a certificate of consent to self-insure for Worker's
Compensation,as provided for by Section 3700 of the Labor Code,for the
performance of the work for which this permit is issued. Sq. Ft Floor Area: Valuation:$3000
1 have and will maintain Worker's Compensation Insurance,as provided for by
Section 3700 of the Labor Code,for the performance of the work for which this
permit is issued. APN Number:31621089.00 Occupancy Type:
APPLICANT CERTIFICATION
I certify that 1 have read this application and state that the above information is
correct.I agree to comply with all city and county ordinances and state laws relating PERiMIT EXPIRES IF WORK IS NOT STARTED
to building construction,and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We)agree to save WITHIN 180 DAYS OF PERMIT ISSUANCE OR
indemnify and keep harmless the City of Cupertino against liabilities,judgments, 180 DAYS FROM LAST CALLED INSPECTION.
costs,and expens which may accrue against said City in consequence of the
gmming of this it. Additionally,the applicant understands and will comply
with all non-poyt_1U14
come gulations per the Cupertino Municipal Code,Section Issued by: Date:
9.18.Signaturepjcn^� Date [kof k —'95_
RE-ROOFS:
❑ / OWNER-BUILDER DECLARATION All mots shall be inspected prior to any roofing material being installedf If a roof is
installed without first obtaining an inspection,I agree to remove all new materials for
hereby affirm that 1 am exempt from the Contractor's License Law for one of inspection
the following two reasons:
1,as owner of the property,or my employees with wages as their sole compensation, Signature ofApplicant: Date:
will do the work,and the structure is not intended or offered for sale(Sm.7043,
Business&Professions Code)
1,as owner of the property,am exclusively contracting with licensed commctors to ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER
construct the project(Sec.7044,Business&Professions Code).
1 hereby affirm under penalty of perjury one of the following three HAZARDOUS MATERIALS DISCLOSURE
declarations: I have read the hazardous materials requirements under Chapter 6.95 of the
1 have and will maintain a Certificate of Consent to self-insure for Worker's California Health&Safety Code,Sections 25505,25533,and 25534. 1 will maintain
Compensation,as pmvided for by Section 3700 of the Labor Code,for the compliance with the Cupertino Municipal Code,Chapter 9.12 and the Health&
performance of the work for which this permit is issued. Safety Code,Section 25532(x)should I store or handle hazardous material.
I have and will maintain Worker's Compensation Insurance,as provided for by Additionally,should 1 use equipment or devices which emit hazardous air
Section 3700 of the Labor Code,for the performance of the work for which this commu
� n is as defined by the Bay Area Air Quality Management District I will
permit is issued. maintain em pliant¢with the Cupertino Municipal Code,Chapter 9.12 and the
Health BJS fety Code Sections 25505,25533,and 25534.
I certify that in the performance of the work for which this permit is issued,I shall
not employ any person in any manner so as to become subject to the Worker's Owner i orize n ant:
Compensation laws of California. If,after making this certificate of exemption,I Date: -:16 !
become subject to the Worker's Compensation provisions of the Labor Code;I must
Forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY
I hereh of irm that there is a construction lending agency for the performance of work's
APPLICANT CERTIFICATION for which this permit is issued(Sec.3097,Civ C.)
I certify that I have read this application and state that the above information is Lender's Name
correct. I agree to comply with all city and county ordinances and state laws relating
to building construction;and hereby authorize representatives of tlds city to enter Lender's Address
upon the above mentioned property for inspection purposes.(We)agree to save
indemnify and keep harmless the City of Cupertino against liabilities,judgments,
costs,and expenses which may accrue against said City in consequence of the ARCHITECT'S DECLARATION
granting of this permit.Additionally,the applicant understands and will comply I understand my plans shall be used as public records.
with all non-point source regulations per the Cupertino Municipal Code,Section
9.18. Licensed Professional
Signature Date
Oct I (
Ju89 `
S-�,.,PRRV�S2,,
CITY OFCUPERTINO
SIGN
CITY OF
CUPERTINO PERMIT APPLICATION FORM
APN # Date:
���°! • 6L3 ll - i� - off
Building Address:
q2 ' 5-MVEUS C>IeEK -tsC-UP
Mailing Address (if different from building address):
Owner's Name: Phone #:
Md��I U 91Lt-y 66?k0(Ct3, 1106 6,5%n — `6fl L I?DO
Contractor: Phone #: p f) 65?3 - 6366
t-Wpp )�EO iv Fax #: 5-3o 393 052
Contractor License #: Cupertino Business License #:
-7 - s-116z
Contact: Phone #: $3o- 3kC- -076
JveFax #:
s30 3�i•S-- � Yzy
Building Permit Info: loci �o.nUe T
— non �l\�ti.,�- d_ m s� •�'hs
Bldg 0-�— Elect ❑ Monument Mounted on Building ❑
Residential Commercial
Job Description: ��� t �A yjy)Lo S6G S
Valuation (cost of project): � ✓ DCO
Project Size: Express 131-�tandard ❑ Large ❑ Major ❑
Green Building: Please complete relevant portion of the Green Building Checklist & attach it to the
application or if applicable, include in plan set & the sheet index.
Revised 07/06/09
Community Development
10300 Torre Avenue
aioule
Cu erdno CA 95014
Telephone(408) 777-3228
CITY OF Fax(408) 777-3333
CUPERTINO
Buildin De artment
JOB ADDRESS: PERMIT #
1 Z ' SY C72c�-K (.lip f 9os9
fib{
OWNER'S NAME: M MA) Se6F CE' PHONE # � G 3a
GENERAL CONTRACTOR: FAX # 3 3 2b L
I am not using any subcontractors: ZL`y6" D
ign ture Date
Please check applicable subcontractors d complete the following 'nformation:
21 SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE #
Cabinets &Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring: Carpeting
Linoleum / Wood
Glass / Glazing
Heating
Insulation
Landscaping
Lathing
Masonry
Ornamental Sheet Metal
Painting/ Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Sheet Rock
Tile
Owner/Contractor Signature Date
r
STRUCTURAL TECNNOLOCI' CONSULTANTS INC.
1821 CONVOY COURT,SUITE 406, SAN DIEGO,CA 92111 PHONE (858) 218-2400 FAX (858)218-2424
y
PROJECT: STEVENS CREEK MONUMENT SIGNS, 19925 STEVENS CREEK BLVD., CUPERTINO, GA SHEET: I OF 3
PROJ. NO.: 1152-130 DESIGNER: VH DATE: 11-II-09 m
CLIENT: HUPP NEON
z
DESIGN CODE- CBC 2007 (Support Poles) -
0
units; pounds, feet u.n.o.
WIND (wind governs design) II II
Basic Wind Speed: 85 m
Q Exposure C z g
iF
Design Wind pressures (psf) 0 S t
Heights; 15 16.47 �.
y� Area Force Arm Moment g
m 12.5 206 2.5" 515
fFe.o-m mma mu 8) 289 721
xU(Fq. -20 tom a SA.0 794
Column Design "
Aluminum 6061-T6 Square Tube
Moment at bole(#-ft): 794 I'-8IN. 3'-0'0, MIN. a
w Required5(in'): 0.5 A ELEVATION
S=Moment x 12/(1'19000)
H M S req'd. Size(in) lbs/ft t(in) S O Q(LOFESS/pVg7 g
m 0.0 794 0.5 2x6 2.3 0.125 1.4
5
ck� 11
EpsFS C W o I
c o 0
/ J• IVI �P m
to COA&t GENERAL NOTES FOR POLES AND FOOTING: m
l./ R t'�r I. CONCRETE DESIGN AS F'c=2500 PSI., MIN. o
a SPECIAL INSPECTION NOT REQUIRED. _
m
2. ALL ALUMINUM MEMBERS GRADE 6061-T6. 8
3. SIGN CABINETRY SHALL BE FABRICATED IN THE m
SHOP OF AN APPROVED FABRICATOR m
3 I 4. SOIL PASSIVE PRESSURE BASED ON 2001 GBG
GQ TABLE 1804.2 GLASS 4 MATERIAL OR BETTER. m
SPECIAL INSPECTION NOT REQUIRED. (IF SOFT
ACEI v C,]� OR SANDY SOIL, COLLAPSING OR UNSTABLE m
>� NOV SOIL, ORGANIC MATERIALS OR GROUNDWATER m
16 2009 ARE ENCOUNTERED, IMMEDIATELY CONTACT THE
BYE-� ENGINEER OF RECORD FOR ADDITIONAL
FOUNDATION
m
FOUNDATION REQUIREMENTS.) o
3 ^ 5. SITE 15 NOT SUBJECTED TO WIND SPEED-UP A
EFFECT (Kzt<_1.0) AS DEFINED IN SECTION
6.5.1.2 OF ASCE 1-05. CONTACT ENGINEER OF
a RECORD IF SUCH EFFECTS ARE PRESENT.
6. CALCULATIONS OF SIGN AREA BASED ON
WORST CASE LOAD TO ANY ONE POLE.
1. PROVIDE ISOLATION OF DISSIMILAR MATERIALS
ffi INCLUDING A PROTECTIVE COATING FOR ALL
ALUMINUM TO BE IN CONTACT WITH CONCRETE.
8. PROVIDE SLOPE AWAY FROM BASE OF POLES.
t
STRUCTURAL TECNNOLOGx ' CONSULTANTS INC.
1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858)218-2400 FAX (858)218-2424 e
y
PROJECT: STEVENS CREEK MONUMENT SIGNS, 19925 STEVENS CREEK BLVD.,CUPERTINO, CA SHEET: 2 OF 3
PROJ. NO.: 1152-130 DESIGNER: VH DATE: 11-11-09 w
i
-CLIENT: HUPP NEON �
r
DESIGN CODE- LBC 2007 (Outer Footing) o
units; pounds,feet u.n.o.
in
WIND (wind governs design) in
`m
2° Basic Wind Speed: 85 0
Exposure C m
• ,°a Design Wird Pressures (psf) g
. F
U
Heights. 15 17.61 in
Area Force Arm Moment
0 18.0 317 2.5 792 (Used 1/3 of total width) g
z 0
G xLl(F'g.6-ID mta 3 sA�l) 872 L
Footing Design A
CBC Table 1804.2 A Sec.1804.3.1 @
Footing Type: round
Sail Pmstitne(150x2): 300 b= 1.67
w
51=5xd/3 51= 293 p�
A=2.34xP/(Slxb) A= 1.52
d=0.5xA(1+(1H4.36x h/A)'.5)= 2.93
r Formula Per C8C Section 1805.7.2.1 U
m O
y
Footing size: 1'-8" DIA.x 3'-0" Depth
Q
DESIGN CODE- CBC 2007 (Center Footing) r
units; pounds,feet u.n.o.
a WIND (wind governs design)
Basic Wind Speed: 85
Exposure C m
Design Wind Pressures (psf) 0
u� 3
i Heights: 15 16.47
in
in
Arm Force Arm Moment x
3 36.5 601 2.5 1503 (Used 2/3 of total width) in
:l.l(Fg.(,m rata 3 0.1) 1653 m
Footing Design =
CBC Table 1804.2 A Sec.1804.3.1 in
in
Footing Type: round
Soil Pmssure(150x2): 300 6= 3.00
51=5xd/3 51= 299 O
A=2.34 xP/(51 x b) A= 1.57 F
A
o d=0.5xA(1.(1,4.36x h/A)".5)- 2.99
Formula Per CBC section 1805.7.2.1
Footing size: 3'-0" DIA.x 3'-0" Depth
o10
STRUCTURAL TEC:PNOLOGY CONSULTANTS INC-
1821 CONVOY COURT, SUITE 406,SAN DIEGO,CA 92111 PHONE (858)218-2400 FAX (858)218-2424
y
W PROJECT: STEVENS GREEK MONUMENT SIGNS, 19925 STEVENS CREEK 5LVD.,CUPERTINO,CA SHEET: 3 OF 3
n PROJ. NO.: 1152-130 DESIGNER: VH DATE: II-11-09 w
CLIENT: HUPP NEON
S r
ASCE 7-05 Wind Loads g
6.5.14 F=qh*6*Cf*As m
6.5.10 qh=0.00256*Kh*Kzt*Kd*V"2*I m
_ Kzt-- 1.0 (unless unusual landscape) I= I for structural category II 0
Kh= table 6-3 Exposure C
w Kd= 0.85 for signs I= 500 (constant for Lz.Table 6.2) g
V= 85 mph C= 0.2 $) i
U 6.5.8 6=-0.925((1*1.7*gq*Iz*Q)/(1.1.7*gv*Iz))or 0.85 c 0.2
m ir-c*(33/z)"(1/6)
r-max(0.6*h,zmin) g
m
zmin= 15 0
qr- 3.4 m
qq= 3.4 A
y Q-sgrt(1.0/(1.0.63*(B+h)/Lz)'0.63)
Lr- 1*(z/33)"C y
sign (Support Poles) m
Clem.# h Kh qh 6 s/h B/s Cf pressure F A
2 1 5 0.85 13.36 0.85 1.00 1.00 1.45 16.47 206
sum: 206 D
m OO
sign (Outer Footing)
Clem.# h Kh qh 6 s/h B/s Cf pressure F
m 1 5 0.85 13.36 0.85 1.00 0.72 1.55 17.61 317 0
� sum: 317 6
sign (Center Footing)
Clem.# h Kh qh 6 s/h 8/s Cf pressure F n
y
1 5 0.85 13.36 0.85 1.00 1.46 1.45 16.47 601m
sum: 601 0
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