01010010 (4) CITY OF CUPEWFINO
BUILDING DIVISION PERMIT �X-ONTRACTORINFORMATIQN i
BUILDING ADDRESS: PERMIT NO.0 10 10 0 10
20967 FAIRWOODS CT
WNER's NAME: PERMI Cr ISSUEDATE
GRELLI VINCENT S AND SANDRA L 01/03/2001
HONE: SANITARY NO. CONTROL NO.
ARCHITECTIENGINEER: BUILDING PERMIT INFO
BLDG ELECT PLUMB MECH
lou LICENSED CONTRACTOR DECLARATION
Job Description
� ❑ 1 hereby affirm mat I am liccn¢d under provisions of Chapter 9(commencing
iW with Section 0000)of Division of the Business and Professions Code,and my license is
?cow in ren fame and ellen. REMODEL
a lj2 Liccnm Clan Lic,a '
con
tor
a F W Date used as public
C ARCHITECTS DECLARATION
C W U 1 understand my plans shall be used as public recnNs
say Licensed Professional 's j
OWNER-BUILDER DECLARATION
a0 I hereby reaso .(Sect on 11, exempts an the Contractor's :Any c Law for ret j
p o following reason.Permit
t 7 omary Business and Professions Crede:Any city s county
<$ which its bou a,also to rneuwn,alcor,improve,de Permit
t file
repair any atmnure e,0 0 0
prions its ceased pursuant
to theres the eppli or true Contractor's
icense ned aw(Chapt chi
Ei0 that he islicenudpursuamlolhepmvisin,uofineContractur'sLicenuLaw(Chapmr9 Sq. Ft.Floor Area Valuation
sl- (commencing wi th Section 700p)Of Division 3 of the Business and Prefusubms Code)or
ea,5 S that he is exempt therefrom and the basis for the alleged exemption.Any vinlauon of 35913114 . 00
Section 7031.5 by I,applicantfar apm.it subjects me appliantlo a civil penally of APN Number Occupancy Type
not more man five hundred dollars o50W. P y yp
❑I.is owner of the propcity.or my employees with wages as Meir some compensation,
will do the work,and the swctum is not intended or offered for sale(Sec.7044,Business
and Protections Cndc:The Canuactori Licence Law does not apply to an owner of Required Inspections
property who builds or improves thereon.and who docs such work omself or through his
awn employees,provided matsmh improvements arc not intended m offered for sale.It,
however.the building or improvement is sold within one year of completion,the owner-
builder will haus the burden of proving that he did not build or improve for p rout of
salt.).
❑I,as awrim m me propcny,am exclusively contracting with licensed contractors to
constant the pmjcct(Sec.7044,Business and Professions Care:)The Contractors Li-
mom law does not apply to an owner of progeny who builds or improves themon,and
who contracts for such projects with a contraaar(s)licenudp rmantio BE,Comracmrs
License Law.
Cl I sm exempt under Sec. ,B h P C far this mason
Date
WORKER'S COMPENSATION DECLARATION
1 hereby affum under penalty of perjury rum of the fallowing declarations:
I have and will maintain a Cenlfice¢of Consent to m1pinsum for Worker's Cumpen-
ution,az provided for by Section 37M of Be Labor Cod,for the performance of the
work for which this permit is issued.
Q 1 have and will maintain Worker's Compensation Insurance,Is required by Section
37110 of the Labor Code,for the performance of the work for which this permit is issued.
My Worker's Compensation Insurance carrier and Policy number am:
Carder. Pel icy No.: _
CERTIFICATE OF EXEMPTION FROM WORKERS'
COMPENSATION INSURANCE -
(This section need at he completed if tit permit u form=hundred dollars(Slam)
less.)
I terry that in the performance of me work for which this permit is issued.I shall not
employ any person in any manner so as m become subject to be Wofkeri Compensation
Laws of California.Data
Applicant
NOTICE TO APPLICANT:If,at mr making this Cenilicate of Exemption,you should
Became subject to the Worker's Compensation previsions or me Labor cad,you must
� ,Z fonnwim comply with such provisions or this permit shun be deemed revoked.
zCONSTRUCTION LENDING AGENCY
1 hereby affirm that there is a construction lending agency far dm performance of
D: Be work for which this permit is issued(Sec.3047.Civ,C.)
Lsndcr's Name
lender's Address
;J C) 1 ornify that 1 have read this application and same that the above information is
Pcorrect I agree to comply with all city and county ordinances and slate laws relating to
�U building constmction,and hereby authadre mpresenmtives of this city to enter upon me
Jnvcmenudgm prep rust for Inspection ues pur,which ms.
H y (We)agree to save,indemnify and keep harmless the City of Cupertino against
N
liabilities.judgments,costs and expenseswhichmay in anyway accmc against said City
Uz in eonuyuence of the Emming of this permit.
APPLICANT UNDERSTANDS AND WILL COMPLY WITH ALL NON-POINT Issued by: Dale
SOURCE REGULATIONS.
Signature of AppBcanVContracmr Date Re-roofs
HAZARDOUS MATERIALS DISCLOSURE Type of Roof
Will the applicant of rutero building mcupan Imre nr handle harsrdous material
as defined by the Cupertino Municipal Cade.Chapter 9.12,and the Health and Safety
Code,Section 25532(a)?
❑Yns C3 No All roofs shall be inspected prior to any roofing material being installed.
Will mea beans or future building mea ant use equipment If a roof is installed without first obtaining an inspection,I agree to remove
nn s p a tat devices a men g P
emit horardnus air contaminants u JcOncJ by the Bay Arca Air Quality Management
District? all new materials for inspection.
❑Yes No
1 have mad me hvardnus materials uyuirtnumb,coder Chapter 6.95 of me Califor-
nia Health A Safety Code.Seeurns]5505.25533 and 25534.1 undceuand Broadcast building
does not comically have a Roam,mat it u my responsibility m notify the accupme of the
moci aremtwhichmoltbemetpoortoissuanceoraCerd6camofOccupancy. Signature of Applicant Date
Owner or mantubcd agent Date - All roof coverings to be Class "B" or better
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C � H
a MHA CONSULTING ENGINEERS 0010°°'
1623 WRIGHT AVENUE, SUNNYVALE CA 94087 * -o
408-735-1524, 408-733-1548 FAX
c mhaeng®home.com CIVIL
'SOF
MHA Consulting Engineers Page:—FB 1
1623 Wright Avenue 2930 Fairwods
• Sunnyvale Ca 94087 Date: 1/8/01
408-735-1524
CEILING JOIST LOADS Ib
FRAMING 2.0 psf ft Psi:= Ib
ceiling board 2.0 int
INSULATION 1.5
MECH & FIXTURES 0.5
Ib
6.5 PSF ft
pb :=900 psi OF#2 Fv :=95 psi E 1600000 psi
Fbl := 1200-psi DF#1 & Btr
CEILING JOISTS 2x6 @ 16" OC
• L:= 16ft
w:= 1.33 ft•6.5-psf w= 8.6451bf1
z
M :=W. M =276.6416 fl
8
Sr:= M Sr =3.207 in
1.15 Fb
2x10 @ 16 O.C. Sx= 7.56 in3 A=8.35 in2 I:=20.8-in 4
a
6 :=0.0302-w. L S =0.888 in L
=216.117
E-1 6
Deflection just OK
•
MHA Consulting EngineersNN Page:_FB 2
1623 Wright Avenue 2930 Fairwoods
• Sunnyvale Ca 94087 Date: 1/8/01
408-735-1524
To convert ceiling attic space to residential storage space above breakfast area
FLOOR BEAMS
2nd Floor over breakfast area existing 2x12
FLOOR JOIST LOADS
FRAMING 2.5
Floor Sheath 2.5
INSULATION 1.5
MECH & FIXTURES 0.5
FINISH 2.0
DL 9 PSF
LL 40 PSF UBC table residential storage
•
Use 50 PSF
Existing joists over Breakfast area 2x12 @ 16"OC 3/4"sheath
L:= 10.0
w 1.33-ft-50-psf w=66.5 lb ft.i
112
M :=w•— M = 831.25lbft
8
Sr:= M Sr= 9.638 in3
1.115-17b
2x12 @ 16 O.C. Sx= 31.64 in3 A=16.88 int EXISTING JOISTS ADEQUATE
CHECK 2X8 (or 2x6 @ 16"OC ) over patio area behind breakfast
L:=6•ft
w:= 1.33-ft-50-psf w=66.51bft1
• 2
M :_wM = 299.2516ft
8
Sr:= MSr = 3.47 ink 2x6 joists OK Sx=7,56 in3
I.IS-Fb
• MHA Consulting EngineersNN Page: FB 3
1623 Wright Avenue 2930 Fairwoods
• Sunnyvale Ca 94087 Date: 1/8/01
408-735-1524
Check header over 6 ft wide door below new storage area
w:= 16 ft.50-psf w=400 lb ft-] L:=6.ft
2
LZ
M :=w.— M = 1.8x 10 3 IbR R :=w. L 3— R = 1.2x 10 Ib
8 2
M
Sr:= Sr= 20.87 int
1.15 Fb
Ar:= I.S R Ar= 18.947 int Existing Headers are 4x12 Sx= 73.82 in3 A= 39.38 int OK
Fv
• W
wl
Check rim joist 4x10 at Roof edge RL L RR
I':= 10-R
wl :=6.ft.50•psf wl = 1501b8 I new floor loads
2
w2:= 10•ft.35-psf w2= 175 lb ft-] existing roof load
2
LZ LZ
M :=wl-- + 0,1283.w2•— M = 2.998x 103lbft RR:=w2 L + wl.L
8 2 3 2
M RR= 1.333 x 10116
Sr:_— Sr =39.968 in3
pb
Ar := 1.5.RR— Ar =21.053 in
• hV
Existing 400 rim joist Sx=49.91 in3 A= 32.38 in2 OK
MHA Consulting Engineers Page: FB 4
1623 Wright Avenue 2930 Fairovoods
Sunnyvale Ca 94087 Date: 1/8101
408-735-1524
Check load to patio post assume 4X4
P:=6•z.10.2.(50-psf+ 35-pst) P= 1.275 x 103111
COLUMNS
Columns Capacity Calculations 9 ft plate height
4x4 Column Ib
Ke:= 1.0 le:= Ke-9-R psi:=— d :=3.5•in b ;=3.Sin
z
Fc':= 1300•psi in
F.':= 1600000-psi c':=0.8 FcE:=0.3•
I + —
FCE Fc1
I + r�¢
Fc:= Fc'.
2-c' 2-cc
e'
Fc=455.09 psi
Pall:=Fc•b-d Pall = 5.575 x 103111 > P OK
HEADER OVER DOOR OPENING between Bedroom 3 and store area/attic
L:=5.2.R
w:= 15-ft•35•psf w=262.5lbftI
2
' z
M :=w M = 887.25 Ib R
8
Sr:=M Sr = 11.83 in 4x12 Header OK Sx = 73 in3
Fb
• Wall opening is not designated as shear wall in original drawings but is plywood sheathed 3/8" CDX
Do not have to consider lateral loading but provide ST6224 straps over header to provide
positive connection for any drag forces