19557 POST THIS CARD NEAR FRONT OF BUILDING I KKMITN. 8557
ti,r •r
CITY OF CUPERTINO A A
INSPECTION DIVISION- JOB INSPECTION RECORD _ I6.
CATEGORY CONTROLN
]OB ADDRESS UNIT# LOT#'
OWNER G dV e' CONTRACTOR4m%a%A We�' Cela-{T-• BUILDING PERMIT INFO
ANSPECTIONECORD
FOUN ATION/PIERS -DATE" INSPECTOR INSPECTINOTE ALL GRADINGAND DRAINAGE
UFERGROUND SHAL BE INSTALLED TO COMPLY MTH - 30B DFSCHIITION
PAD/SETBACK-CERT THE APPROVED PLA NS AND CITY OF
CUPERT INO STANDARDS.
GARAGE SLABS PREGUNITE - - -
''P.OUR'WO':CONCRETE,UNTIL ABOVE HAS BEEN:SIGNED' - I 'f Pei '
UNDERGROUND SLAB INSPECTION DATE INSPECTOR
PLUMBING
ELECTRICAL
MECHANICAL
'DOPNOT.:POLIR,`FLOORJUNTIL ABOVE HAS'BEEWIGNF.D
WOOD FLOOR -
PLUMBING
MECHANICAL
ELECTRICAL
FRAMING VENTS CLEAR
INSULATION
WL'ACEMOI-SIHIFLOOR UN77L'ABOVEIHAS,BEEN SIGNED
ROUGH
PLUMBING
TU13S&SHOWER PAN,
MECHANICAL -
ELECTRICAL ACUZZI BOND
FRAMING STAIRS
INSULATION/VENTILATION
EMERG.EGRESS
SEWER WATER
COV RW 1WORWUNTIG` BOVE•IHA'SIBEENVSIGNED'"�:'-.
EXTERIOR SHEAR FIOLD DOWN
INTERIOR SHEAR/HOLD DOWN
SHEETROCK/SHEETROCK SHEAR -
EXTERIOR LATH/WSCREEN
SHOWER LATH
SCRATCH COAT
WE-. '
91S07T-'R ti RIFP"/YAST�FR' INTI ',YfBC,VFI InSi'BF N+' IG ED
',NOTE;ANO;FINAL•INSPECTION SHALL BE',MADE BEFORE
;THE CONSTRUCTION TAX IS PAID � t'-<.
FINALS I DATE .INSPECTOR -
SAN.#
ELECF.ENERGY
PLUMBING ENERGY
se -
MECH.ENERGY
BUILDING ENERGY '
'ELECT.FINAL TEST -
PLUMBING
GAS TEST
MECHANICAL -
HEATING - -
ELECTRICAL RELEASE
F RE DEPT.
GRADE
OCCUPANCY-
TEMPORARY APPROVALS
CCUPANCY-TEMPORARYAPPROVALS '
ELECTRIC .
GAS
BUILDING
OCCUPANCY OF BUILDING IS NOT�PERMITTED UNTIL ISSUANCE DATE
-BUILDING FINAL IS SIGNED BYILWILDINC. INSPECTOR
ARRANGE FOR INSPECTION BY PHONING 252.4505 BETWEEN .
T 12:30 PM'AND 4:30 PM MONDAY THROUGH FRIDAY,24 HOURS
BEFORE REQUIRED INSPECTION. JOB ADDRESS AND C1t' I^ya ins
PERMIT# ARE NEEDED WHEN PHONING.
IMPORTANT! .,
PLEASE READ REVERSE SIDE BEFORE':CALLING FOR FINAL INSPECTION (VDBY: I/
OFFICE COPY
APPLICANT TO FILL IN INFORMATION WITHIN RED LINES,— USE BALL POINT PEN ONLY "
Building Project Identification - - PERMIT NO,
Building Address:
' . 19557
z "� �I/t�oRO CU/
were ante; hone:
Past 44coRrS ,?SS�62S CITY OF CUPERTINO-BUILDING DIVISION I L9Co
Gcrs ams. /y Lie.No: APPLICATION I PERMIT —
I A?ON A) req writ Sr. 1?79S BUILDING-aECTRICAI I'I.UMBINGMECIIAMCAL CAYXORY 'CONTROL p
Architect/Engleeer: Lit,No:
QTY ELECTRICPERMIT' FEE ,BUILDING PERMIT INFO
Address '' PERMITISSUANCE ❑ ❑ El
CONTRACTOR'S DECLARATION
I hereby aHirmthal l am lensed under provbionsof Chapter9(a.m APPLIANCES-RESIDENTIAL JOB DESCRIPTIONIngwith SeMon71XD)of Divlaan3oflhe8usinnsand Profen eareCade,and my
Ifamen is in full fa and affect. PANELS
are / Contractor
ARCECLARAT O 201-1000 t
00 Zp Iundentand my pias.shag bhallbe e uss ed apub0c rtrd
ms OVER 1000 AMPS SQ.Ff.FLOOR AREA
iK d U Licensed Pro(eaW SIGNS ELECTRICAL
W OWNER-BUILDER DECLARATION SPECNLCIRCUIT/M15C
Zf,�4 I herebyalirmthat l am exempt fromthe Contractor's License Law for the
OR— following reaon.(Section 70115,Be sinese and Professions Code:Any city or
OZ TEMP.METER ORIOLE INS(.
rm countywhlrep rlto aper ancea requires the applicant for
to
q
says ssigned tatement that he a licensed pursuant
to thelf¢suions of It a POWER DEVICES
�a � file a signed statement that he b licensed pursuant to the provisions of the
Oµ Contractors License Law(Chapter 9(commencing whh Section 7000)of Dlvi•
SWIMMING POOL ELECTRIC
ebn3.1the Businmand l'rofessi..Code).rthtl hebexemptm
therefroand VALUATION
the basle for the allegedexemption. Any violation of Seaton 70)15 by any O O
appilcanlfora permit subjects!heapplfcanitoatlWl pevlty otnot more than OUTLETSSWITCHESHXTURES
five hundred dollars(150(a. NEW RESIDENTIAL ELECTR
71,as ower-/the property,or my employees with wages as their note SQ'FT• STORIES TYPE CONSTRUCTION
compensation,will do the work and the structure isnot intended or offered for
5U5. q sale(Sec 7016,Bueineu and Pt f.io.Code:The Contractors LI¢ve law
F�$ does not apply to an owner of property who Wilds or improves therveri,and
EE who docs such work himself or through Neown employers,provided that such OCC.CROUP RES.UNITS
Improvements are not intended oroffered foru[e.If,however,thebulldingor TOTAL;
Improvement lssold wllhino.yearofcompleiorhtMe er-WBderwill have '
Ih,S„trrrden of pmWng that he did not build or improve for purpose ofule.). QTY. PLUMBING PERMIT FEE F=DZDN APN
L-f L as owner of the properly,am exclusively contracting with licerr d PERMIT ISSUANCE
mnlraaent to cenemad the project(Sec.70K Business and Profeav WCode:
The Contactars License law does not apply to an owner of Property who ALTER-DRAIN 6 VENT-WATER(EN
Wilds or Improves thereon, contracts n, and who ntra for such pto)ecb -
with •
aFEE SUMMARY
ry + ntis)limned pursuant to the Contactors License Law. BACK FLOW PROTECT.DEVICE
R([E I am exempt under Sec B Is P C for this reason
Owner DRAINS FLOOR ROOF,AREA,GOND. SANITARY Y_ N_
Date RECEPT O
WORRMANCOMPENSATIONDECLARATION FIX1l1RES PER TRAP SCHOOL TAX Y N
C ❑I he affirm that 1 have a¢rtlBcate o!consent to al(-Insure,sera RECFdIzT
¢rtlfiate of Worken'CampevaHn Imuran¢¢a¢rtlfled ropy thereof(Sec.
3800,Inti CJ GAS EA.SYSTEM-1 INC.6 OUTLETS PARK FEE Y N_
Policy GAS EA.SYSTEM-OVER 6(EA) - RECEITTN
CrnY BUILDINGDIVISIONFEES
[ Ifiedmpybherebyfuroiahm. GREASE/INDUSIRL WASTE INTERCEPTOR PLANCHECK FEE
❑Certified copy b filed with the city inspection division:
CERTIFICATE OF E%EMPITON FROM WOR KERS' GREASE TRAP PAID
COMPENSATION INSURANCE SEWERSANfIARY-
(Thlssectln oneed era becomplaed RMepermit blare.hundred dollars SIORM EA.2011177. Date Recei tp
($100).Hass.) WATER HEATER w/vENT/ELECTR ENERGY FEE Y N
I¢rtifythatintheperfomyncoafthew¢kfarwhichthlspermltla Weed, —
I shall sat employ a person In any r an a to become subject to the WATER SYSTEM/TREATING
warkea'compgr tOi nLweor crytDate Pplp
Z Applicant a ef�S ss-"^� r NRWRESIDENTIALPIMB. }T. Date Rett's t#
Z 0 NOTICETOA MIC/�Iv -.W.her kingthb Certiflcaleof Exemption;you cSQ
P: should become subncct to the Workers'Compevation provisions ofthe Labor TOTAL:
N Code,you mu at forthwithcomply with such provision orthl.permitshall be
deemed revoked. /
W
G CONSTRUCTION LENDING AGENCY SEISMIC FEE
I hereby afBrenthal there b a mvtroalon[ending agency forthe perform,
� Z arses of the work for which that permit is blued Alec.3097,C1v.C.)
TOTAL: ELECTRIC FEE
V 0 Leaders No - - PLUMBING FEE
LL f Lender'sAddress QTY. MECHANICAL PERMIT FEE MECHANICAL FEE
OW 1not ify that l have read thbappBmtionand state that the above information
2 ismrrect.I agmeto amplywith all city and countyordlnances and state laws PERMIT ISSUANCE FEES PAID:
} relating tobullding construction,and hereby authorize reprnentmives fthis
F city to enter upon the above-mentioned property for impaction purposes. ALTER OR ADD TO MECH.
2
(We)agree to save,indemnify an d keep harmless the City of Cu pert loo Date Recel tit
V agaivtllabNtlnY menta,contend ex spa which msylnanywayacaue AIR HANDLING UNIT(f010,000 CFM) SUBTOTAL:
go net said tsl � ¢ot rotg of this permit
AIR HANDLING UNIT(DYER I0,000CI•M) CONSTRUCTION TAX
Signstem grApplic"/ConfractleData IXIIAUSTHOOD M/DUCT) CONSTRUCTION TAX PAID:
HAZARDOUS MATERIALS DISCLOSURE _
Will the applicant orfuturc building occupant store or handle hazardous HEATING UNIT(TO 100,ODO BTU) Date Recei tp
material as defined by the Cupertino Municipal Code,Chapter 9.12,and the
Health and Safety Cade Section 75532(a)7 HEATING UNIT(OVER 100,000 BTU) TOTAL:
RYea NN.
ill the applicant or future building occupant use equipment or devicesVENTILATION FAN(SINGLE RESID)' ISS(�ANGE+DATE
which emit hazardous air contaminants as defined by the Bay Area Nr
Quality Management Dotdct7 BOILER-COMP OLE+OR 100,000 BTU)
`f�havee readthehavrgiousmaterialsrequimmcnts on
derChapterb.95of TOILER-CAMP(OVM10D,OWBTU)
the Callfornb lic.lib
k Relay Cade,Soctiov 25505,25573 and 75536.1
llhderstand that ifthe building does notca eptly haveatenanp that itismy NEW RESIDENTIAL MECH. SQ.IT.
: spovib0ity to notify the occupant of the requirements which must be met C!t'y Tnf DfrQ11181)
prior to issuance of a Certificate of Occupancy.
Owner or authorized agent Date - TOTAL: ISSUED BY-. h
i
OFFICE COPY
. JOPINT W. RILEY, Civil Engineer
P' O. 5Ok /SZe-t
SAN'ri4 YNEZ
(Soso ( —179L
Structural Calculations
Pre-Cast Concrete Fences
SP-15
o PANELS ANALYSED BY THE FOLLOWING CALCULATIONS:
HEIGHTS: 6' , 7' , 8' , 9' , 10' 11' , 12' STANDARD PANELS
o P,LYEL LOADS
WIND = 15 PSF
SEISMIC = 0.2 Acceleration x 50 PSF (4" WALL) = 10 PSF
RETAINED SOIL LOADS = 30 PCF Equiv. Fluid Pressure
LATEIAL BEARING PRESSiTP.F. e.' .20C1 '5CF
o FA:,'EL '.'%TEilI,+LS USED:
• CONCRETE: fc = 2500 PSI (@28 days)
ST' L: f = 40000 PSI (Grade 40 Deformed Rcbar)
f = 36000 PSI (A36 Rolled Steel) J?
JAN
o [i)RIZCiiTAL ii:•.LL STEEL CEO'D FOR WIND
r1 = 150/' (16 it)'-/s = 580' U = 5760"f1 BLDG. INSPECTION DEPARTMENTi
CITY, OF CUP_RTINQ -�
MU _ 1. 7 (5760"l') = 9792"#/Foot or. Wall Height
w!BAR Spacing = 16", 4" Thick Wall
Mu = 9792"tr'(16/12) = 13056";1 a = Asfy/0.85 fcb = 0.235 in
q = 0. 9 nu= ,Asfy(d-a/2)
As
= 2 in ib = 16 in = 0.9(0.2) (40000) (,2 - 0.235 )
d
= 13554"l/ ✓ok
o TaIFER T_URE REINFORCING
PIIS = 0.0015 using 'i4 BARS As" '0.2 in2 e�/ �✓r ��
Spacing - 0.2/0..0015 (4 in)
• 0� ! = 33.3 in - use 32" f �U
er
it C rd
• o UAXIMUM SOIL RETAINED BY STANDARD PANEL
w/EAR spacing, = 16" oc and FIRST BAR 1" from base
Seam width = 1" + 16' /2 - 9"
W/#4 BAR As = 0.2 int a = 0.2 (40000)/0.85(2500)9 = 0.418
d6 =2 in b 9 in Mu- 0. 9(0.2)40000(2- 0.418)
-
4 = 0.9 Mu= 12894"#
Pi = 12894"1x/1.4 - 9210"11 = 767' #
w = SM/L2 = 8(767)/162 = 23.9611/'
w/SOIL DEPTH = 16" 6.66711
Max. SOIL DEPTH - 16" 8
20 PSF -->
✓ok 21.67# 8„
o PANEL OVERTURNING LOADS 40 PSF .L_y
PANEL 17.25' (11)15#/a' 1.4M =
HCT PWIND Y MOT
OT
COLUMN REINFORCING
6' 155311 3' 4659'# 6523'# use (4) # 4 / COLUMN
7' 1812# 3.5' 6342' 1/ 8879'1/ " (4) # 5 / "
• 8' 207011 4' 8280'# 11592' (4) # 5 / it
9' 232911 4.5 ' 10481'11 14673' 11 (4) # 6
10' 258811 5' 12940' 11 18116'# (4) # 7
ill 2846# 5. 5' 15653'11 21914'# " (4) # 8
12' 310511 6' 18630'# 26082111 " (4) 11 8
MU = Asfv d-d' (d-d' ) = 6" Mu
Using #4 = 0. 9(0.4) 40000(6)/12 - 7200'#
#5 = (0.62) 12000 = 11160' 1/
#6 = (0.88) 18000 - 15840' #
#7 - (1.20) 18000 = 21'600'#
#8 = (1-58) 18000 = 29440'#
-2-
•
• o WF.LDS 'REQ'D / COLUM REINFORCING TO CHANNELS
IN COLUI•ENZ /0.5' /2 BARS = P / (U/inch weld)/ WELDS/BAR
USING: rIBASE BAR
4 #4 4659' ;,' = 4659 # / 2380/2 = (2) 1�" 1/4 �
4 #5 6342 ' 1; = 6342 # / 2380/2 = (2) 1�-" 1/4 ,
4 U6 10481'11 - 10481 U / 2960/2 = (2) 2 " 5/16 hL
4 U7 12_940'# = 12940 U / 2960/2 = (2) 3 " 5/16 IL
4 #S 18630' (: = 18630 # / 3530/2 = (2) 3 " 3/8
1,4" WTLD is GOOD for 13.5 (0. 707) (0.25) = 2380#/Lin. Inch
5;16" " " " " (0.31) = 2960#/ " "
3/8" (0.37) = 3530#/ " "
1/2" (0.50) = 4772#/ "
o FIELD WELD REcUIREMENTS
IN COLUMN M /0.67' P / O/inchweld) REQ'D
L'SIYG: BASE = WELD = '1 WELD
• 4 v4 4659' # = 6989# / 2380 = 3Y' 1/4 hL
4 #5 6342' # = 9513# / 2960 = 3Y' 5/16 k
4 U6 10481'7 = 15722# / 2960 = 5Y' 5/16 L
4 #7 12940'# = 19410# / 3530 = 6 " 3/8
4 #8 18630'# = 27945# / 4772 = 5 " 1/2 ,
• —3—
• = '
o PIER LOADING AND SIZES REQ'D UBC EQUATION : 'r
S1
A 200 PCF (0.33d) (1.33) (2)
2,34 P/Sl b
PANEL
HGT PWIND h PIER SIZE Sl A d - A/2 (1+ 1 t 4.'36h/A)
H q, x d _
6' 15530 3' 12" 6' 1066 3.41 5.45 ok
7' 181211 3.5' 12" 616" 1196 3.67 6.00 ok
8' 20700 4' 16" 6' 1066 3.40 5.90 ok
9' 232911 4.5' 16" 6'6" 1156 3.54 6.29 ok
10' 2588 ii 5' 16" 7'0" 1244 3.65 6.64 ok
11' 2846# 5.5' 16" 716" 1333 3. 75 6.97 ok
12' 310517 6' 16" 8'0" 1422 3.83 7.27 ok
6' 155317 3' 24" 416" 797. 2.28 4.50 ok
7' 18120 3.5' 24" 5'0" 878 2.41 5.00 vk
A' 1070.7 4' 24" 516" 1066 3.40 5.90 ok
9' 2329/1 4.5' 24" 516" 966 2.82 5. 75 ok
10' 258811 5' 24" 6'0" 1244 3.65 6.64 ok
• 11' 28460'' 5. 5 24" 6'6" 1141 2.92 6.20 ok
12' 31050 6' 24" 616" 1154 3. 15. 6.50 ok
* Increase based on Note 4 of Table No. 29-B of
Uniform Building Code
• -4-
o PTER LOADING A14D SIZES REQ'D
•
PAP;EL
iIGT PWIND h PIER SIZE I'1p�= PWIND (h+0 . 34d)
H _ b X d
6' 155311 3 12"0 x 6'0" 7828""
7' 18121! 3.5 ' 12"m x 6'6" 10038'0
81 2070# 4' 16110 x 6'0" 12502'#
9' 2329# 4.5' 16"0 x 616" 15628'11
10' 25381.! 5' 16110 x 7'0" 19100111
11' 2846# 5.5 ' 16"0 x7'6" 22910' 0
12' 31050 6' 16"0 x 810" 27076'0
o PIER REINFORCING
PANEL WELDS--PIER BARS TO PER PLATE
HHTx 1.4= `Iu PARS RASE PIER M /(d/12)/(0/inch weld)/(X)WELDS
IA{
7828' # 10960' 0 (USE(2) 07) 4659'#/0.42'/ 2380 / (2) 3 "
7' 10038' # 14055'0 (USE(2) #8) 6342'0/0.42'/ 2960 / (2) 3 "
8' 12502'# 17504' # (USE(2) #7) 8280'0/0. 75'/ 238U / (2) 3 "
9' 15623'0 27.880111 (USE(2) 08) 1048110/0.751/ 2960 / (2) 3
10' 191001# 26740'11 (USE(4) 07) 12940'0/0.751/ 2380 / (4) 3 "
Il' 22910'# 32075'0 (USE(4) 07) 15653'1{/0. 75'/ 2320 / (4) 3 "
12' 27076'# 3790611) (USE(4) #8) 18630'0/0.75'/ 2960 1 (4) 3 "
For 12" 0 PIER equiv. beam - 6 x 10 w/d - '.8" a=3.92 As
For 16" 0 PIER equiv. beam = 7 x 14 w/d - 12" a=3.36 AS
PIER AS a d-a/2 Mu = 0.9(As)40000(d-a/2)/12
#7 0.60 2.01 11. 00 19800`#
#8 0. 79 2.65 10. 67 25288'0
16"C (2);07 1.20 4, 03 9, 98 35928'0
(2)118 1. 58 5. 3.1 9. 35 44319'0
12"0 07 0. 60 2.35 6. 82 122 n'Il
03 0. 79 3.09- 6:45 15286'#
. -5-
v 1p
cnL-
r„
wt
i
o. r ry o N
3.6x R•o ;c /.o
A/o R�r�-�✓naN,
17.4 •S m � = � �.. k /• 7,r = 76. 73
� S 73 I S '
Ree
S1ct 12O /72C-Cn-�i
XQ. By. X 20 , 1 = / S" 2 _ Seo
44 o X 4Cgi x- 1-,0 x $A c qC�o .
0 .
17,
j7V. we-to /xArz
77
s ISI e- 7 giz r
i I er77. wLA:z0 Mcq-7-& (Sp .r'�.
D .
4 e-v- weLv Ei�.