02040123 (2) CITY OF CUPERTINO •
BUILDING DIVISION PERMI ';CONTRACTOR MORAM
BUILDING ADDRESS: PERMIT NO
20881 TULA CT WM H FRY CONSTRUCTION COMPANY 02040123
OWNER'S NAME: APPLICATION SUB DATE
MERALA MARK 10351 .SAN FERNANDO AVE 04/22/2002
ONE: SANITARY NO. CONTROL NO.
(408) 996-8173
ci reoz ARCHITECDENGINEER: BUILDING PERMIT INFO
&m F BLDG ELECT PLUMB MECH
L::D CJ y-J L-3
O u 2 LICENSED CONTRACTOR'S DECLARATION Job Descri non
z G I hereby aFml that 1 am licensed under provisions of chapter 9(commencing F
mCEq with Section 7000)ofDivision 3 ofthe Buximex,,anfi Professions Code,andmylicena REMODEL
is in full o c and eff
s�< LiccnuC r. - Lic.g �2u78S
D'yU t` ARCHITECT'5DEC nAT1ON TT-��
3n y TIBIALE®
u 0 1 understand my plane shall be used as public records
�a0 Licensed Professional DEC 1 2 200 —
OWNER-BUILDER DECLARATION
o" 1 hereby earn that I am exempt from the Contractor s License Law for the
z a following reason.(Section 7031.5,Business and Professions Code:Any city or county 2 7 5 0(]
F o which requires a permit to construct.alter.improve.demolish.or repair"ray structureBulumn
W<
3 m'prior toits issuance,also requires the applicant,for such Permit r flu a signed statement -
flat he is licensed pursuant to the provisions of the Contractor's License Law(Chapter 9 g{py�a Valuation
(comm oring with Section 7000)of Division 3 of the Rasincu and Professions Code) '.3'�93��'� L ,-'U V't'• r
or that he is cxcmpt therefrom and!Ne basis for the alleged exemption.Any violation -
of Sermon 7031 S by troy applicant for a Permit subjects the applicant to a civil penalty
ofn"t more than five hundred dollars($5W) 10 CPN DATION Occupancy Type
❑1,as owner,of the pmpeny,or my employees with wages as mete sole compensation,
will do the work,and me structure is not intended or offered for sale(Sec.70x4,
Business and Professions Codr:The Contractor's License Law docs not apply to an 103 - 'UFER Required Inspections
owner of property Who builds or improves themon,and who docs such work himself
or brought his own employees.provided that such improvements are not intended or 104 - REBAR _ _
'offered for aur.If,however.the Wilding or improvement is sold within as year of los - ANCHOR BOLTS
completion,the ownembuilder will have the burden of proving that he did nut build or
improve for purpose of sale.) 106 - SEWER & WATER
01.asownerofinePropeny,amex<msivrlycontractingwithlicensedcomremor:m 202 - UNDERFLOOR PLUMBING
consuum the project Sec.7044,Business and Professions Code:)The Conua<m"is
License Law docs not apply man owner of proprry who builds or improves thereon, 203 - UNDERFLOOR MECHANICAL
and who contracts for such pm)eca with a comuarmrfs)licensed pressures to the 204 — UNDERFLOOR" FRAME' -
Comcuxor's License Law.
❑I am exempt under Sec. ,B&P C for this reason 205 - UNDERFLOOR INSULATION
Owner Date 301 - ROUGH .PLUMBING
WORKER'S COMPENSATION DECLARATION
302 - TUB & OR SHOWER
Ihereby amnnunder Penalty ofpeJuryone ofinefollowing decl.rations: 303 - ROUGH MECHANICAL
I have and will maintain a canificau of Conant to self insure for Workers. 3 04 - ROUGH ELECTRICAL
Compensmion, as ...sided for by Semon 37W of the Labor Code, for the
performance ofthe workf°,which thiaprrmirvisseed. 305 - FRAME
❑1 have and will maintain Workers Compensation Insurance,as required by Section 3 06 - HOLDOWNS
37W of the Labor Code•for the performance of the work for which this Permit is
ee s
cn
issued.MyWorkeYsCompmtionlnsurentd and 307 - INSULATION
_ ... s� c ._:... .
c,a .:G7t2ue7�' PolicryN,P1 FR308 ; ;„ SKEETROCK '
CERTIFICATION OF EXEM ON OM WORKERS' '309 — "EXTERI OR' LATH:
COMPENSATION INSURANCE
- - -...- ._ 310;-:--SNTERIOR LATH
.._.,.- - -.._.. ............... . .._ _...- ..
(E100)ONs section need not be completed if the permits is for one hundred dollars 311 - SCRATCH COAT
1 certify That in me performance of the work for which this permit is issued.I 313 - ROOF NAIL;- - '
shill not employ any person'in any manner so as to become subject to the WorkerA 501 - FINAL ELECTRICAL ENERGY
Cmmpensation Laws of California,Dale
Applicant 502 - FINAL PLUMBING ENERGY
NOTICE M APPLICANT:If,after reeking this Ccnificam of Exemption,you should
Z becomewbjcntoshe Worker sCompensationprovisionsofthe LebmCode.youmust 503 - FINAL MECHANICAL ENERGY
C tonnwlth comply with sash provision:or thio P mit Shan W deemed revoked. 504 FINAL BUILDING- ENERGY]
E+ .N. CONSTRUCTION LENDING AGENCY 505 - FINAL ELECTRICAL
1 hereby aRnn Net then is a construction finding agency for me perfomlvme
of the work for which this permit is issued(Sec.3097,Civ.C.) 506 - GAS TEST
y'p Lender's Name 5
Z Lender's Address 07 - FINAL PLUMBING
U C 1 certify met I have read mis application and state that the above information is 508 - FINAL MECHANICAL I Q
W f•• correct.I agree to comply with all city and county ordinances and state laws rchting 509 - FINAL GRADE /V/�—
C-p to Wading construction,and herebyaumorim represenutivea ofmis city to enter upon
a7 meaWve.mentionmpropertyforminioda
onPurpos., 510 - FINAL PLANNING
F.. (We) Fee to save,indemnify and keep harmless the City of Cupertino against
In liabilities,judgmcots.costs and csperses which may in any way accede against said 514 - F INA PU IC WORKS
V .Zi city in consequence of the granting of this promm.
APPLI ANT UNDERSTMDS AND WILL COMPLY ATTR ALL NON- LFT Issued
sS w E!�'r15.-J ,�� Y• Date
Sijmnmcof AppllmUCo Date Re-roofs
HAA US MATERIALS DISCLOSURE
Will the applicant or future budding oaupaot sora or handle h reardou material Type of Roof .. - ... .
u defined by me Cupcnino Municipal Cods.Chapter 9.12.and she Health and Salary .
Cods,Section 25532(q? •" '
oY"" All roofs shall be inspected prior to any roofing material being installed.
will
m�appb<ani or future building occupant use equipment or devices which If a roof is installed without first obtaining an inspection,I agree to remove
t Ma�rdous lir conumimm u defined by me Bey AreaAirQuiliry Managementri<t? all new materials for inspection. Applicant understands and will comply with
0Y0e *<° all non-point source regulations.
1 have reed me harardous omit aquircmem under Chapter 695 of me
California Health&Safely Code.Sections 25505,25533 and 25534.1 understand met
if the building does not currently have a tenant,that it is my responsibility to notify the
occupant of me requirements which must W met prior to issuance of a Certificate of
Oc u ry' Signature of Applicant Date
oto/sum/o_n�.ieata�gent All roof coverings to be Class "B" or better
(JbilarOFFICE
i
aPITY OF CUPERTINO • bZo f c l z3
CITY
CUPEI�TT INO PERMIT APPLICATION FORM
APN# JG Date:
Building Address:
ZogSsl -i-04A �—
Owner's Name: Phone#:
Contractor:. License#:
L)�'*. !-t F2 C4W STT L J, SZ J 7B's
Contact: Phone#:
3 « Qolr 996 Si�3
Applicant/Contractor: Fax #:
Building Permit Info:
Bldg Elect Plumb Mech
on: Rrmo1e wtet _ raves R�erre» uw e err11-7) a . r sem. F czvm
Residential: rR-r.tia� n.EUw rloaL r,« C;8fHmereift4!
q. t. loor Area: $/Sq.Ft.:
Architect/Engineer: /+� Valuation:
C_4 SF`LG�✓ '1` A✓ Z 7 S.xJ
Type of Construction: -Occ roup:
T.-re�c-rat- RePu�tt
Quantity Fee ID Fee Description Fee Group
BAPPLOTHER Other Appliances MECHANICAL
BBOIL,ERI Boiler<= 100,000 Btu MECHANICAL
BBOILER2 Boiler> 100K to 500K Btu MECHANICAL
BBOILER3 Boiler>500K to 1M Btu MECHANICAL
BBOILER4 Boiler> 1M to 1.75 M Btu MECHANICAL
BBOILER5 Boiler> 1.75M Btu MECHANICAL
BCONSTAX Construction Tax BUILDING
BCONSTAX Ind/Off/Comm/Quasi BUILDING
BCONSTAXBQ Con. Tax for BQ Zone BUILDING
BCONSTAXH Hotel and Motel BUILDING
BCONSTAXR Constax—Resi/Mobile BUILDING
BELEC1000 Elec 600V <= 1000A ELECTRICAL
BELEC1001 Elec 600V> 1000A ELECTRICAL
BELEC200 Elec Svcs 600V <=200A ELECTRICAL
BENERGY Energy BUILDING
BENERGYADD Energy Add Multi BUILDING
BINVESTIGA Investigation fee BUILDING
BMITIGATC Comm. Housing Mit. Fee BUILDING
BMITIGATR I Res. Housing Mit Fee BUILDING
,,�- (8K
1 of 3 � (
OlY(1 1
1
A Division of Sezen&Cain, Inc.
274 E. Hamilton Avenue, Suite C
Campbell, California 95008-0240
Voice: 408.871. 273 Fax: 408.871.7274
QpF SINq�
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w No.3716 z
Exp•3.31.2004 * SUBMITTAL
* sTgTf Or CP�F� '
OFFICE COPY
• Structural Calculations
For: �
i APR 2 2 2002
Beam Calculation
Merala Residence
20881 Tula Court
Cupertino, CA 95014
APRT 2 2 220002 I
ry- J/v
i/ SCSEJob Number: 1452-02 APPROVED
IN A=RDANCE WITH THE C11Y %
BI►PENTIf10 DS AND RDINANCES
• Client:
DATE OZ�
Mark Merala This se,,�_ _
20881 Tula Court This set of pla .n1 :.i tmcations MUST
be kepi on the j)': sr. 2 I ;:mag and it is un
Cupertino, CA 95014 lawful to mace r,pj c I,,Ps or alterations
on some withcu w ,, n permission from
the building Dcpt., C.ty cf Cupertino.
The stamping Of th s P 2n Lnd specifications
• SHALL NOT be he,d to permit or to be an
April 18, 2002 approval of the violation of any provisions
at any City Ordinance of State Law.
ly�h
Y
` APR 2 2 2002
VE to�q(
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No.3716
• Exp, 3.31.2004
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A a 4 ( {� s STRUCTURP��`Q
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• Wm. H. Fry Construction Company INN
10351 San Fernando AvenueCu ertino, CA 95014 , X/ , , 111
408-264-0374 MMDWMU
A Division of Sezen & Cain, Inc.
274 E. Hamilton Avenue, Suite C
Merala Residence Campbell, California 95008
Voice: 408-871-7273 Fax: 408-871-7274
SCSE: 1 5 2
Sf jF�F2c2
w No. 3716 A
New post Exp.3.31.2004
—,P- in existing
Existitnure, wall w/ S `STRUCI•struc
V�P
BC post TgJf 0 CPL D
base.
Block under
new post _
above. i'?j a-1
j/j Existing
foundation.
New
foundation.
CO
E
• 3" clr
24" square minimum
Page 1 Qezen 8 Cain Structural Engineering Voice:408-871-7273
Date 4117/2002 274 E. Hamilton Avenue, Suite C Fax:408-871-7274
1:14 PM Campbell,CA 95008
•
UNITS TO BE USED FOR FOLLOWING CALCULATIONS. kip = 1000.16 sf= ftZ Cf= ft3
pli = lb plf= lb k1i = 1000• li klf= 1000 If Ib Ib
tP P Psi= — psf s — ksi =_ 1000-psi ksf= 1000•psf
o ft
inZ ft�
pci = Ib_ lb pcf= Ib— kci =_ 1000-pci kcf a 1000•pcf
in3 R3
Merala. Job 1452-02
2nd floor framing summary
DL,.f 12.psf LLr�f:= 16•psf
DL.iliag:=6-psf LLceiling:= 10-psf
DLg wan:= 16•psf DLI wall:=8•psf
DLn.r 12•psf LLO.r:=40:psf
OLR#1 hoist)
span:= 13•ft cantilever:=0;ft tribwidth:= l6;in DLbm:=O•plf
wBL D1'noor'tribwidth + DLbm + DLceiling'(14•ft) + DLI,�,eil-(8.ft) wDyS$71a + 64p1f
APR 2 2 2002
Me
wLL =1 i noor'Ir bwidth W.. 53''33 'plfi
Concentrated load from roof.
PDL:=DLr�1-(13.5•ft)•(6-ft) PDL = 972 lb Loading from roof purlin to 2nd floor
wall,which is close to 2nd floor beam.
Concentrated load from 2nd floor
P DL 7•ft • 4.5•ft + DL (7 ft) (4 ft) PDL= 71416 Load from 2nd floor beam
Dt Hoot'( ) ( ) Hoot (tripled 2x10)with
approximate uniform loading
PLL:=LLn.,-(7•ft)-(4.5•ft) + LLn.r-(7-ft)•(4-ft) PLL = 23801b on portion of beam converted
into a concentrated load.
Use 7x 9-114 paraUam (shaved down from 9-112 member to match existing joist.dimension). See
attached spreadsheet for detailed analysis.
•
floor framing summary 2nd.mcd
SEZEN & CAIN * JOB M�bL* �
STRUCTURAL ENGINEERING SHEET NO. OF
274 E. Hamilton Ave. Suite C
Campbell, California 95008 CALCULATED BY DATE
• PH:408.871.7273 1'X:408.871.7274 CHECKED BY DATE
SCALE
I .
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77
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R 12
2002
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Sezen&Cain Structural Engineering 9 9 A DMalon IN Sezm 6 Ce,Inc.
27�Ibon Avenue,SuKe C • fee:
40,01-S71-72731-7X74
WII,CA 93008 tae:a00.8]t-]2]4
Project Nanta: Murata Job' 1452-02 Bannin xxidlea,(wood)0 K.
Sa MS SE
Member Mine: FLR#1 Meet locadl new 2nd floor beam xPNedmeel anprovem.nie by Kent Satin and 3Wcoin
FD Ft F. F.(MM) Fc pard" E
wl Dal oai i I 1
�slgn valu¢s 2900 1000 290 650 2900 2000000 35 Parallam
lose wM beam ode Fb repetlWa
durationwrvkt Iamb. .taallry tactd, dice net use member loan
faced, facto red. fMp gib factor lacca leap facd,
CD cd, ct CL CV CF CN G CI
Loo 1.00 11 1.00 Ossa LIMO 1.W 1.W 1.W 1.W
wee duration co CD usede4 0.
6urt0on lector 1-0p aJ b3
a
n...r member _1
Nneomd,e 1.15 a0 Cr00.00 l el
lwppless 1 1 ® Pal A R 2 2 2002
beam load. valla SPeMess conditions eletartct N
wDL1 dead load (on) 1e4,00 at mle.pin pan(radio simple 13.00 p
wLL1 We load (off) 5400 at mb.wn no(Net) no canti 0.00 ": ---
wt Waldlwd (pm C 218 at mw.aan -al-treat) 1,00
wD1.2 dead Iced (pit) 0 C .L.MI,- T1^(Iwt) 12.00 � e3
'l l2 We bed(PIn 000000 �eww.v 'a2 owl 2,00 P-cant
w2 total load(Pr) �M-.IIew -ar(wen 11.00
,vDL3 dead two (Pit) 0 D ubeut.to Nix 'd3'(fean 5,00 el
v L31Ne bed (pill Oso b..entor- M -o3'pen) am .2
l total lead (elf) ehMul.rto"M 'W(feen 8 D
wDLd dead bed(pill 0.00 e1a'qule,to Mn ' 'trade 5.00
vvL4 Ove load(pin 000 Non vo roMn coni
t total load (pit) ONol to len eg rril value.
beam wwth('elalee) 700 ° (loin) v(rignl7
PDL t point dead load Ob) 0.00 at'e l' beam depth onarl 925 1 Rotation 0 kh .PMn Reaction r{ Msu on
PLL1 Point live toed(to) ow Wal- RUL OW} 1714
Pt total R DL Obs) 1104
Point Obi �at-al. m ewl.1Noo Pm IN. W RLL be 1288 0.LL Ibe 1818
PDL2 point dead lead(Ib) 000 at'a2 Total obs 2987 Tobe a J919
PLl2 point live load(to) am at'a8' cantlebn. values
P2 tohl Meet load Ob) 0at'a2 quurdly(neentios connected topothen 1 ambtr taw camber used
POW point deetl load Cb) 0,00 at'o3' boom u.ed up l ht 1 amber-w/close 0.37 1 0,37
PLO point We bee eb) 0.00 M'a3' beam used w abs 0 uprlgM amMr We close 0.25 0 0.00
P3totalaolnt load (w) OO al W. Lu unnipppMd langet>0 eldnol 158,00 O.W
PDL4 Pohl dad idea(Ib) 168800 so'a4' LWd a 0 18.88
PL"point IN.bed(b) 238000 at'a4'
P4 total point load Ila) ®a b4' Shasta valued Moment. valva
vme,l) 1714 W Mmu0ePn101) ed,] nAe
DL-eant point
dss0 bee nth) 0.00 Monee, vullMn l?W be Mme.'a :M)
ltr_) .toe3 nem
-am pant live lead 0b) am MUMYNV vDL in',loll ek• 210 0e MO•t la) D lied°
Want total point load Ob) OMnMwv« vulneMllM dee late a MY.MPm l.1 o
V x(ni"OnaM a ax Mmax ltwap 16871 rdee
v 1(MM)rped. 0 IM
V Max(total) 3819 IM
was beam etas
Using 1 7 X 9.25 Parallam simple span beam 0.00 Camber(inches)
required geometric propertles values deflec span inches deflec,cant. inches
area mq'd(In^2) 20.27 deadload 0.2483 dead load 0.0000
.ecaon W.rev'd ill 70.32 live load w.y 0.2273 live load m canuMe. 0.0000
total load Qday 0.4756 totallead ao untlw. 0.0000
deflection deflection
actual geometric properties values criteria inches criteria inches
ends ung (b^21 64.75 Ney apem2d0 0.6500 epaN240 0.0000
.anion moa.used (In-3) 99.82 N., spann60 0.4333 spaN360 0.0000
.Mni 0.3250 .paW46o 0.0000
.paN60o 0.2600 sP.NSOD 0.0000
.DaM20 0.2167 .Mw" 0.0000
shad,Diagram Moment Diagram Direction Diagram
• m _ _ _. _ __ , ,
ox, inee,
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21
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to 11 1. . 2
Page 1 • Sezen&Cain Structural Engineering Voice:408.871.7273
Date 4/18/2002 274 E. Hamilton Avenue, Suite C Fax:408.871.7274
UNITS TO BE USED FOR FOLLOWING CALCULATIONS. kip = 1000.lb sf s ft cf= ft
Ib Ib Ib Ib
pli = in Of= ft kli'e 1000 pli kif=_ 1000 plf psi=_ — psf=— ksi a 1000psi ksf_= 1000•psf
n2 ft2
pci = Ib— pcf= Ib— kci = 1000-pci kcf= 1000-pcf
in ft
Merala. Job 1452-02
Concrete spread footing design. FFG#1
PDL:=2.1-kip PLL:= 1.9-kip
The allowable vertical soil pressures given by Soil Engineer of 97 UBC minimum values(if there is no soil report).
(FTL:= 1000-psf vDL:= 1000•psf
Determine required footing area
ADL _ PDL ADL= 2.1 ft A PDL+ PLL 2
Cr TL:= ATt 4:R ^t'
DL 6TL �J w✓
• �t ��,
2002APR 2 2 Arquired:=if(ADLATUADL,ATL) _:)41fjO
Lm_
bfig Ar quired bgg �„�,; Use square footing of[hese dimensions.
•