03100203 (3) CITY OF CUPERTINO 1
BUILDING DIVISION PERM CONTRACTOR INFORMA N ,,I
� ,
BUILDING ADDRESS: BAY CONSTRUCTION CO PERMITNo.03100203
22175 VIA CAMINO CT
"NER'S NAME: 924 KENNETH AVE PERMITI.'SUEDATE
ASHOK AGARWAL 10/29/2003
PHONE: - 408 590-4263 SANITARY NO. CONTROL NO,
ARCHITECT/ENGINEER: BUILDING PERMIT INFO
BLDG ELECT PLUMB MECH
CJ 0 0 0
+oo LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm that 1 am licensed under provisions of Chapter 9(commencing Job Description
£� with Section7WO.IDivision Sof NC Business and Professions Code,and my license is
in full aree and edea. EXTEND (E) DECK & CONVERT TO STORAGE
j ? Licenac Class Lic.il
Date Contractor
ARCHITECCS DECLARATION
f6D
1 understand my plans shall he used as public records
o Licensed Professional
S OWNER-BUILDER DECLARATION
ay 1 hereby affirm that I am exempt from the Contractor's License Law for the
C20 0 following reason.(Section 703 1.5,Business and Professions Code:Any city or county -
3 which acquires a permit to construct,alter,improve,demolish,or repair any structure $5000
priorm its issuance,also requires the applicant for such permit to rile a signedstatement
FF that he is licensed pursuant to the provisions of the Contractor's License Law(Chapter 9 Sq. Ft. Floor Area Valuation
5� (commencing with Section 7")of Division 3 of the B usiness and Professions Code)or
Nm and the, 32646012 . 00
at he is exempt femfrobasis for Ne alleged exemption.Any violation of
Section 7031.5 by any applicant for a permit subjects the applicant o a civil penalty of APN Number Occupancy Type
not more Oamfive hanamddollars(S5o0). P Y YP
CD I,as owner of the property,or my employees with wages as their sole compensation,
will do the work,and the awcwse is not intended or offered for sale(Sec.7044.Business
and Professions Code:The Contactors License Law dors not apply in an owner or Required Inspections
pmperty who builds or improves thereon,and who does such work himself or through his
Own employees,provided that such improvements arc not intended or offered for sale.It,
however,the building or improvement is sold within one year of completion,the owner-
builder will have the burden of proving that he did not build or improve for purpo n of
sale.). /
X1,as owner of the property,am exclusively contracting with licensed contractors to
.I.aL the project(Sec.7044.Business and Professions Code)The Conlraz ca's Lt. /
cause law does not apply to an owner of property who builds or improves daemon,and, O,)
who contracts for such projects with a contractors)licensed pursuant to the Contractor's y
License law.
❑ lam exam on
rSe .B A PIC for this..an
r !*�.Ilpduiy
` Date_l
W RK R'S ON
Iheaby affirm antleone of fie fallowing declarations:
U I have and will maintain a Cerdficam of Consent to self tnsure for Worker's Camper.
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 required by Section
3700 of the Labor Code,for thc performance or Ne work for which this permit is issued.
My Workers Compensation Insurance carrier and Policy number am:
Carrier: Policy No,
CERTIFICATE OF EXEMPTION FROM WORKERS'
COMPENSATION INSURANCE
(Ibis section need not he completed!ilk permit is for one hundred dollars(SI W) -
orless)
I certify that in the performance of the work for which this permit is issued.I shall not
employ any pcnon in any manner sn as to become subject to the Workers'Compensation
Laws Of California.Dam
Applicant
NOTICETO APPLICANT:If,offer making this CcNriam of Exemption,you should
become subject 0 the Worker's Compenamton provisions of the Labor Code,you must
�Q forthwith comply with such provisions or Nis permit shall he deemed revoked.
Z h s
CONSTRUCTION LENDING AGENCY
1 hereby aXrm Nat fere I..construction lending agency in,the Prior.. .of
Y. the work fur which this permit is issued(Sea.3097.Civ.C.)
t] A Lenders Name
z Lenders Address
J C) I anify fat 1 have mad this application and sum that the above infomnatiun is '
y (~ correct.I agree to comply with all city and county ordinances and Stam laws tabling to '
U building eonsuuctian,and hereby authorim representatives of this city to enter upon the
„ U above-mentioned property for im,owflon purlwses.
:c LIa (We)agree to save,indemnify and keep harmless the City of Cupertino against
4 !n liabilities,judgments.costs and expenses which may in any way accrue against said Cfly 7( x ,
in
of the granting of
his
J^
WILL-COMPLYAPPLICANT eUNDERSTANDS IAND rWITH ALL NON-POINT Issued by: Date �t/
SOUR r:RE ULA ON
Re-roofs
CO
S p�tQ rAppl H ZAconR 5 MATEft1ALS DISCLOSURE Data Type of Roof
✓l✓Will the applicant tar Tut building Occupant store or handle hamolous material
as deRncd by the Cupertino Municipal,Code.Chapter 9.11,and the Health and Safely
Code,Section 15532(a)?
[]YeaNu All roofs shall be inspected prior to any roofing material being installed.
Will the applicant or future building occupant v equipment or devices which If a roof is installed without first obtaining an inspection,I agree to remove
enit haanrdaus air contaminants as derincd by the Bay Arca Air Quality Management all new materials for inspection.
Diarict? asap
' ❑Yes OiNa
Ibavcrec(!charaNnons 5505.25533md255 4.lu d,,, d,haiffc Ciidiog -
nixHsalthffi Safety Code,Sodom 15505.15577 and 15534.1 understood thwif 0c building
docs lot eumen y hmc a mnan4 et itis my respons' 'lily m notify the rxcupent of fp
regait:rnenn ich sat et 'ortoissuanaor mreamorGtf�Zy, , Signature of Applicant Date
t C
own •,mlimiaed agent _ Or All roof coverings to be Class"B" or better
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' 9. 2003
OFFICE CO
APf%bVW
STRUCTURAL CALC WITH THE CM O
no WSW
Residential Back Yard,, k
Agarwal Residencef
22175 Via Camino 1604 pans and
peoificattotns M
Cupertino, CA 950,1.4ft%on the ieb at afL'8inaxandfitlf wD
9:mw 10 make any chwas an aliewffivaa
0� WJlilfi0t wriCteo pertis�y
44 WAV #opt,, city of cupertim
fh# Of this plan and specificadols
410U W ba held to permit or to be arf
'Vio Vi Id W violation of airy prpyd=
aaw�1N Qrdlrtance or State Laos.
Prepared for:
Mr.AshokAgerwal
22175 Via Camino Court
Cupertino, CA 95014
QROFESS/p�
Prepared by: �� �prUEL p
Criterium-Decker Engineers
1261 Lincoln Avenue,#205
San Jose, CA 95125 No..0456 5
(408)885-1599 y Ftp. /Z/3i 06
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October 27, 2003 f9 Of CAO
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Revision 0
Aga?wal Deck
22175 Via Camino Ct.
Cupertino, CA 95014
F:ECEIVED
A. DESIGN INFORMATION OCT 2.8 2003
DESCRIPTION: R3 Occupancy R i ential Stivcture
CODE: 2001 California Building Cod
STRUCTURAL SYSTEM: Post&Frame
SEISMIC ZONE: 4
OFFICE O
BASIC WIND SPEED: 70 mph
EXPOSURE: B
SOIL TYPE: Soil Profile"Sd", 1,500 psf allowable soil pressure for spread
footings.
DESIGN METHOD: Allowable Stress Design per'01 CBC Section 2301.2,and 2301.2.1
. WOOD SPECIES: Douglas Fir/Larch#1,&2
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Criterium-Decker Engineers Agarwaf 0
22175 Vie Camino Ct. 10!27/2003
Cupertino,CA
Mark= if J2 J3 J4 J6 A at 02 03 04 Oa fo 07 OB 09
Species= DFIL OFIL DF/L DFIL DFIL DFIL DFA. DFA. DF/L DFA. DF/L DF/L DFIL DFIL DFA.
Grade- #1 #1 #1 #1 #1 #1 #1 #1 #1 01 #1 #1 #1 #1 #1
Fp,psi= 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1000 1000 1,000 1.000 11000 1,000 1,000
Cm= 0.65 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.65 0.85 0.85 0.85
C,= 0.85 0.65 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Fe,psi= 723 723 723 723 723 723 723 723 723 723 723 723 723 723 723
F„„psi= 95 95 95 95 95 95 95 95 95 95 95 95 95 95 95
-
Cm= 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
C,= 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
F',,,psi= 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92
Shape= 4x6 4x6 4x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 4x8 4x6 4x6 4x6 4x6
Span,ft= 7.00 5.67 4.54 3.25 7.00 7.00 6.25 4.665 12.5833 12.5833 12.00 11.00 5.58 14.00 14.00
Area,sq.in. 19.25 19.25 19.25 19.25 19.25 1925 19.25 17.65 17.65 17.65 19.25 19.25 19.25 1925 19.25
S.,kr3= 17.65 17.65 17.65 17.65 17.65 17.65 17.65 1925 1925 1925 17.65 17.65 17.65 17.65 17.65
a,R- 4.00 4.67 2.17 4.00 8.00 8.00
b,ft.= 225 4.67 4.67 1.58 3.50 3.50
Pr,#= 2,661 293 90 780 405 405
P2,#= 510 322
P3,#= - 2,661 803 412 780 405 405
R,,#= 1,470 1,191 954 683 735 735 958 649 230- 115 377 209 221 174 174
R2,#= 1,856 2,170 1,085
R3,#= 1,470 1,191 954 683 735 735 1,703 200 322 161 426 203 559 231 231
WD,Of= 20 20 20 20 10 10
WL,pif= 400 400 400 400 200 200
WT,p6= 420 420 420 420 210
Beading L-
n
'
M,#-Ft= 2,573 1,688 1,083 555 1,286 1,266 83,831 1,189 1,427 713 iq 885 810 810
f,psi,= 1,749 1,148 736 377 675 82,605 741 970 4851 602 551 551
Retry Retry Retry O.K. Retry Retry O.K. Retry O.K. O.K. O.K. OJ(.
S=,req.= 42.73 28.03 17.99 21.36 21. 63.64 23.70 wh,req,in.= 8.56 6.93 5.55 6.05 M 10.44 6.37 Less,h provided= 3.06 1.43 0.05 0.55 0.55 4.94 0.87 Shape,req.= 4x4 2x4 2x4 2x4 4x8 2x4 iS=,provided= 4725 28.58 28.58 26.58 70.58 28.58 /
f,revised,psi= 653 709 455 540 651 599 573
O.K. O.K. O.K. O.K. O.K. O.K. O.K.
c:lagarwal Framkrg Page 1 of 2
Critedum-Decker Engineers Agarwe*k I n 0
22175 Via Camino Ct. 10/27/2003
Cupertino,CA
Mark= J1 J2 - J3 J4 JS is G1 02 G3 G4 G5 GB 07 08 G9
, Shear
v,psi= 76.36 61.85 49.55 35.45 38.18 38.18 88.46 96.42 122.95 61.47 22.11 10.87 29.04 12.02 12.02
O.K. O.K. O.K. O.K. O.K. O.K. O.K. Retry Retry O.K. O.K. O.K. O.K. O.K. O.K.
Area,req.,sq.in.= 20 24
Less,exist Area= 2.5 5.9
h,req,in.= 0.7 1.7
Shape,req.'= 2x4 4x4
Area provided,sq.in.= 22.9 29.9
v,revised,psi= 81 73
O.K. O.K.
Additional Support Req. 4x4 2x4 2x4 2x4 2x4 4x8 2x4 4x4 2x4
Max.End Connection,A= 1,470 1,191 954 683 735 735 1,703 649 322 161 426 209 559 231 231
Simpson Connector Req.= 2-HH4 HH4 HH4 HH4 HH4 HH4 24fH4 HH4 HH4 HH4 HH4 HH4 HH4 HH4 HH4
Simpson Strength, = 2,390 1,195 1,195 1,195 1,195 1,195 2,390 1,195 1,195 1,195 1,195 1,195 1,195 1,195 1,195
O.K. O.K. O.K. O.K. O.K. O.K. O.K. O.K. Ox. O.K. O.K. OJ(. O.K. O.K. O.K.
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cAagarwarframmg Page 2 of 2
Crkedum-Decker En9lneero DECK SEISMIC CAI-CS. RaNeiano
Wllhrd Decker,P.E. Agarwal Deck 10l27I2003
22175 Ma Carnim Ct.
Cupe tkw,CA
As Constructed
Frame 2 4 6 A C E G J
Trib.Width,ft. 7.00 6.50 3.00 -5.13 7.79 10.92 11.08 4.83
Trib.Length,ft. 41.67 27.50 12.50 r4r _4
0 1 19.67 10.75
Area,sq.ft. 292 179 38 �v 0215 52Design Dead Load,psf 5 5 5 Design Live Loatl,psf ao ao ao 200 ^04o ao
Live Load Reduction 50% 50% 50% % 5D% 50% 50%Dead Load,# 1,458 894 188 5 1,074 1,090 260
Live Loatl,# 5,834 3,575 750 }. gj¢gg.�t 4,359 1,039
Total Design Weight,W,We 7,292 4,469 938 1,025 2,727 5,370 5,449 1,299
h„ 5.33 11.33 16.25 8.33 8.33 8.33 8.33 8.33
C1 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02
T 0.07 0.12 0.16 0.10 0.10 0.10 0.10 0.10
Ne 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3
Soil Type So So So So So So So So
C. 0.572 0.572 0.572 0.572 0.572 0.572 0.572 0.572
I 1 1 1 1 1 1 1 1
R 5.6 5.6 5.8 5.6 5.6 5.8 5.8 5.8
Z 0.4 0.4 0.4 0.4 0.4 0.4 OA OA
N„ 1.6 1.6 1.8 1.6 1.6 1.8 1.6 1.6
C„ 1.024 1.024 1.024 1.024 . A 4
V>0.11 Ce I W 458 281 59 64 7p+g21s [MPT
2
V>0.8 2 N„I W/R 667 409 86 94 49 491 119
V<2.5 C.I W/R 3,334 2,043 429 469 1,246 2,455 2,491 594
V=C,I W/R T 19,006 6,616 1,059 1,911 5,084 10,013 10,160 2,422
V= 3,334 2,043 429 469 1,246 2,455 2,491 594
Working Stress Factor 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4
E,= 0 0 0 0 0 0 0 0
Use,Fp. Eh= 2,381 1,459 306 335 890 1,753 1,779 424
0.25V 833 511 107 117 312 614 623 146
Fr, - - - _ _ _
ave.rwaMe.rvnlSiam�e
Criterium-Decker Engineers DECK SEISMIC CALCS. Revision o
Willard Decker,P.E. Aganval Deck lowr w
22175 Via Camino Ct.
Cupertino,CA
As Constructed
Frame 2 4 6 A C E G J
No.Compression Struts 1 2 1 1 1 2 2 1
No.Diagonal Braces 2 2 1 1C1.
3 1 „
Height,ft. 5.58 6.04 15.50 5.33 - &Uk 3 5.33
Length,ft 6.25 6.25 6.25 5.6615.667 5. 7 5.667
Angle,deg. 41.78 44.03 68.04 43.24r 2 !d33003 43. 4 43.24
T,Brace Tension,# 1,596 1,015 819 459 802 8111 582
T„# 1,064 705 759 315 �-r�, 399
Te,# 1,191 730 3D6 335 +--890 584 593 424
Strut Compression,# 2,381 1,459 306 335 890 1,753 1,779 424
Post Compression,# 1,064 705 759 315 837 550 558 399
Species DF/L DF/L DF/L DF/L DF/L DF/L DFA. DF/L
Grade #1 #1 #1 #1 #1 #1 #1 #1
Ft,psi 675 675 675 675 675 675 675 675
Cm 1 1 11 1 1 1 1
C, 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
F'r,psi 574 574 574 574 574 574 574 574
Brace Area Req.,sq. in 1.39 0.88 1.43 0.80 2.13 0.47 0.47 1.01
Shape 4x4 4x4 4x4 M 2X6 2x6 . 2X6 20
Area Provide,sq.in. 12.25 12.25 12.25 8.25 8.25 8.25 8.25 8.25
ft.psi 65 416 1 33 71
O.K. O.K. O, O O.K O.K
-
Double Shear, 1l4"A36 Side Plates
97 NDS Table 8.38
Bolt Size,In.dla. 5/8 112 1l2
No. Bolts 1 1 1
Zn 2,250 1,510 1,510
_ ZP 1,230 940 940
Z'„ 2,250 1,510 1,510 _
Z'P 1,230 940 940
Check Brace O.K O.K. O.K.
Check Post/Strut Parallel O.K. O.K. O.K.
Check Post/Strut Perpendictular O.K. O.K. O.K.
Single Shear
97 NDS Table 82A
Bolt Size,in.dia. 1/2 816 7/8 3/4 618 -�--
No. Botts 1 2 1 1 1
Iii 550 880 1,590 1,200 880
ZP 380 520 680 590 $20
Z111 550 1,760 1,590 1,200 881)
Z.P 380 1,040 680 590 520
Check Brace O.K. O.K. O.K. O.K. OX
Check PostrStrut Parallel O.K. O.K. O.K. O.K. O.K.
Check PosVStrut Perpendicular O.K. O.K. O.K. O.K. OX
i
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S . i •
Critemm-Dacker Engineers COLUMN DESIGN Revision 0
Agarwal Deck 10/27/2003
22175 Vie Camino CL
Cupertino,CA
Side
sway
Colum Pp_ PLL PE Load PTL actual Allowed
No. L-D 4 E Factor LT Species Grade F, Cm C, Ca Pe E Cm C, Ca E' LDF length x y
-Cs #'s #'s #'s (PSI) (PSI) (D611 (PSI) feet /n /n
PZ 219 1,750 1,969 DFIL #1 1,500 0.80 0.85 1.00 1,020 1,700,000 0.90 0.95 1.00 1,453,500 1.00 5.33 N N
P4 219 1,750 1,969 DF/L #1 1,500 0.80 0.85 1.00 1,020 1,700,000 0.90 _0.95 1.00 1,453,500 1.00 11.33 N N
PB 219 1,750 1,969 DFA. #1 1,500 0.80 0.85 1.o0 1,020 1,700,000 0.90 0.95 1.00 1,453,500 1.00 16.25 N N
P2 219 1,750 1,054 0.75 2,329 DF/L #1 1,500 0.80 0.85 1.6 1,632 1,700,000 0.90 0.95 1.6 2,325,600 1.00 5.33 N N
P4 219 1,750 840 0.75 2,161 DF/L #1 ,1,500 0.80 0.85 1.6 1,632 1,700,000 0.90 0.95 1.6 2,325,600 1.00 11.33 N N
P6 219 1,750 560 0.75 1,951 DFA- 01 1,500 0.80 0.85 1.6 1,632 1,700,000 0.90 0.95 1.6 2,325,600 1.00 16.25 N N
TS2 890- 1 890 DHL #1 1,500 0.80 0.85 1.6 1,632 1,700,000 0.90 0.95 1.6 2,325,600 1.00 7 N _N
T84 1780 1 1,780 DF/L 01 1,500 0.80 0.85 1.6 1,632 1,700,000 0.90 0.95 1.6 2,325,600 1.00 5.67 N N
LS2 1064 1 1,064 DFA. #1 1,500 0.80 0.85 1.6 1,632 1,700,000 0.90 0.95 1.6 2,325,600 1.00 12.5 N N
LS4 705 1 705 DHL #1 1,500 0.80 0.65 1.6 1,632 1,700,000 0.90 0.95 1.6 2,325,600 1.00 12.5 N N
LS6 760 1 760 DF/L #1 1,500 0.80 0.85 1.6 1,632 1,700,000 0.90 0.95 1.6 2,325,600 1.00 12.5 N N
Ut
c: Pape 1 A 2
Cdtertum-Decker Engineers COLUMN DESIGN Revision 0 .
Agenval Deck 10272003
22175 Vie Camino Ct.
Cupertino,CA
effective Slenderness Slenderness
length effective actual Ratio x Ratio y
CMxmn factor length coksnn dimensions actual Udx Fc fc Udy Fc fc
No. x y x y size x y area K Short Inter. Long Short Inter. Long
feet exp mchee .in.
P2 1.00 1.00 5.33 5.33 4X6 3.5 x 5.6 19.25 25.3 18.3 - 928.8 - > 102 O.K. 11.6 - 1005.0 - > 102 O.K.
P4 1.00 1.00 11.33 11.3 4X6 3.5 x 5.5 19.25 25.3 38.8 - - 289 > 102 O.K. 24.7 - 714.7 - > 102 O.K.
P6 0.70 1.00 11.33 16.3 4X6 3.5 x 5.5 19.25 25.3 38.8 - - 299 > 102 O.K. 35.5 - - 347 > 102 O.K.
P2 1.00 1.00 5.33 5.33 4X6 3.5 x 5.5 19.25 25.3 10.3 - 1486.1 - > 121 O.K. 11.6 - 1608.1 - > 121 O.K.
P4 1.00 1.00 11.33 11.3 4X6 3.5 x 5.5 19.25 25.3 38.8 - - 462 > 112 O.K. 24.7 - 1143.5 - > 112 O.K.
P6 0.70 1.00 11.33 16.3 4X6 3.5 x 5.5 19.25 25.3 38.8 - 462 > 101 O.K. 35.5 - - 555 > 101 O.K.
TS2 0.50 0.50 3.5 3.5 2X6 1.5 x 3.5 525 25.3 28.0 - - 690 > 170 O.K. 12.0 - 1604.9 - > 170 O.K.
TS4 0.50 0.50 2.835 2.84 2X6 1.5 x 3.5 525 25.3 22.7 - 1285.8 - > 339 O.K. 9.7 1632 - > 339 O.K.
LS2 0.50 0.50 6.25 625 2-2X6 3 x 3.5 10.5 25.3 25.0 - 1120.9 - > 101 O.K. 21.4 - 1356.1 - > 101 O.K.
LS4 0.50 0.50 625 6.25 2-2X6 3 x 3.5 10.5 25.3 25.0 - 1120.9 - > 67 O.K. 21.4 - 1356.1 - > 67 O.K.
LS6 0.50 0.50 625 615 2X6 1.5 x 3.5 525 25.3 50.0 - - 279 > 145 O.K. 21.4 - 1356.1 - > 145 O.K.
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