00060036 CITY OF CUPERTINO vl l "-
BUILDING mvtSloN PERMIT ' CONTRACTOR INFORMATION- , ;
BUILDING ADDRESS: _ c o PI7RMIT NO, '
00060036
Zry ell,
)WNIW1 NAMr:: •- Cr APPLICATION SUI{DATE
RWRRA1'
ROMs: SANITARY NO. CONTROL NO.
M ca 0 ARCflll'E=NGINEER: - - - BUILDING PERMIT INFO
BLDG ELECT, PLUMB MF.CH '
LICI NSLDCONTRACIOR'S DhCLARATION'
x5„b Ineren lfiir, Ila be<mmanner nfcl,a, vamm�emm .. Job Description ,
pz_� yu pmvsans per ( g .. •� •, '
wnh Sm on 71Na < Ld,M1e Bmmezc ansl d my l ease'
yy 'n full mrc<un el
C0 Lice,n.ee Clac Le # [ I J
oww one smarm "4 F70 .L.II ING' SI ACEy.. r 77 GARAGE-
a-O In RCHI'1'ECT'S DEC Ar '
.C- <j - Innnuoom an plmtshall benxed'asp o - -
�¢9
CC O Licensed Pride..moat r
B o ff OWNER BUILDER DECLARATION ,
u7 I by"finu shat ,1 e xemnCo.,m
pl h the Cncn License tee L,w for the
C?a fullowmg it (Section 70315,'Bm
ucne m,d Prul'e..mr,Code:Any city m county r
'
Heses pe t t construct.atter, p demolish,: repair y structure
which 4
se fadoe r , I. , 'he puff t furanch permitG file,xi,raddiaterearat
that he is ficenscill part l the t. lthe Cradtur s License I-a (Chapter 9 Sq. Ft. FloorArea '. Valuation '
(commencing with Section 70,Y)of Division 3 id the amine:s anti Professions Code) ,
or that he is exempt therefrom and the basis for the alleged exemption.Any violation s
of Sento..7031.5 h 1n lieam fb,. _ - 6
y yupp punoin suh,i�ds me npplieam mucivll penult
nrnmtunrcthanEvennmo-eddnlm,x(s5fa). r - APN Number � _ - .Occupancy pe'
❑Ias owner of the pro@my,or my employee with wages as their vole compensation:
willi do the wmx,and me stitidmn is not imendad nr offamd far salcgsn'..7044. Required Inspections
Business and professions Code:Lm Contractor's License law does not apply tai an
owner rex peopeny Who builds or minima,rhemnn,and who does such work himself
or through his awn employet privndcd that such impmscmcro arc nor intended'or -
offered for vele•.If,however,the building(it improvement is sold within one year al
FOUhIDAT I ON .
completion,the owner-Isidder,will have the burden of proving that he did not build or ].P.12 — P T EP.S .
improve for purpose nf,atat.
❑1,as owner ofthe property,am exchnivelycomraning with licensed mmiumorsm 103--- LIFER
corowd the pn„ee,ISee.71[14,w.,ines sad Prolaslims Cust TLNCnntmdor'x - 1 fd4 — REDA R
Liccnsa Law does not am pply an owner of property who builds or improves tnerwn. . .and who connects fur such propels with a omador(s) imnsed parsmen the
Co145 — ANCHOR $OLTContractors License Law.
°Iamexempt under Sec. ,It&PCfor(his mason 106 — SEINER R NATER
Owner ` Dare - - 262. — UNDERFLOOR PLUMBING '
. I WORKER'S COMPENSATION DF,CLARA'I'ION
I hereby affirm under pera!ty or .,. . 203UNDERFLOOR MECI-IAN_ TCAI_ ,
cam of C a.,e all-
for
W..; P-04 — UNDERFLOOR FRAME
° I have and will nooned f Cenibeeb or Consent fl Labor, for Worker's
cnn,p...ancdn, he orkle, hie by s uninis700 nr me Lannr, race, r,,r,m<. 205 — UNDERFLOOR .T hlsl_II_Al'TOPI '
perinm,an<c of me work fur whipl,this permin is issued.
301 — ROUGH PLUMBING
o 1 Save and will maim t w k .C npervanon msumna required by Section 302 '— TUB & O R St-OWER
IE R
3IDIl f rl h Col I n p l 1'due wore I' - h l thisPenna v s
icwdM1 _ '1 C ape : I rncecartcrnndPnTy weir 302 — ROUGH MECHANICAL '
C 04 — ROI_IGII ELECI'P,ICAI_
CI kfIPICAf10 OI FAi:o 111'1 1 NOM W .Rs :i ,
COMI'1?NSAI'I SURANCE 3,05 — FRAME
aan nueA , e unnphus t nil m one hunJrcd Jollnrx .
(si( orae....) � � 306- — HOI_DOWNS
_ 1 e<nify that in the parformancc of the a,,,k for which this panmh 1,issued,l 307 — I NSULAT T ON
shall it,t employ tiny perxm m any manner so as ,,beanohe auh,,I in the Wnrwas'
Comp<nsalkn Laws of California.Date 308 'SHEETROCK .
Aprue,nt 309 - -EXTERIOR LATH '
NUI[CF.TOAPPLICANT:If,mYer nmking mix Certlnrule of Bxcnpron,you xban[[[ - -
AZ bramble subject Worker's Compensation proo,00e ofthe Labor Code.youmx,
u
/CTP forthwith comply with such previsions or this permit shall be deemed revoked. 310 — INTERIOR LATH r -
CONSTRUCTION LENDING AGENCY 31. 1 ' —t`SCRRATCH. CGAT
.� Iherebyaffirmpan them Is a cnnvtmction lending saucy fonhe performance 3] 3 ROOF 'NAII—
of the work for which IN,permit is issued(Sec.3097,Civ.C.)
° .Lcutir ,Addm,s 501 FINAL ELECTRICAI_,',ENERGY -
t' C IcardyIn,,Ihavemiddrsapplicalionand;statethattheaboveInformationis 502 — FINAL PLUMBING ENERGY
0 k E. ct rad.I agree to comply with all city and couuly ordinancca trod stare Inwx mhrrng 03 — FINAL IgECHRN I CAL ENERGY"
V mho lnf n6 n:wef ,anJh by tl-rmmp sett es fth:city, me upon `
y y heal entitledprpenyr .p 0anprp . , 04 r— FINAI_ BUILDING ENERGY
0CAw y , ..a< mdam Iy. Ik fan ,ne.ur•r.,y repo cams, S05 .— FINAL ELECTRICAL'
.w V1 City b u s e J I nu: 1 ch may in any y' ccrue agatiu,an d - '
V City c s ounce If gmnpPg f n tato. ` l
t•' SPl�fl "UNDERST 'ISANt COMPLYWfr11ALLN0P01 'IS 506 — GAS TEST _ Date, •�f\� `- '
Y:
S maty - can dCo m m RC-roots !Aq �+'
fiA'w\RDOIAMATIiRIALS DISCLOSURE. 5¢rU — FTNAI,- 'MEIHA• ITCAI_ '
will me upplicam or future lvilding oecupmt mom or handle h iriummos nanaied a of Roof .
e<Ereal ctiprtiblnnwmcipnlnde.ehapmrv.lz.anatheuammanegaety EYP. 509 — FINAL GRADE '
Coda,Seation 25532(a)'I
°'Y°` All roofs shall�b�,d [PraspeEtFaT 1�[��"topaf1��Y(q]��3{�TAi(�^f�l12atre}rliiall being installed,
Will,he nppliaamnr future naildms«caps.,use anmiu manor devices which If a roof IS ins[al�ea-wllhOtl P$PoblB}Fl FI1�811'ins ,'LY'Oflj I agree[o remove
emit hazardous air con,arninams as defined by the flay Arca Air Quality Management
Dix„iarr all new mat erififflr.lnspff ff XVpifdd61tARd�i•!�t tdfhs and'will comply with
❑Ya• Nn ' all non-point'sgi&p regu�OW. BATTENS
nhoe lth&SaetmaNmwnelion,s505.2533ad 2554.1 cane"nod `he
e, '604 — ROOF 7:N—FRf7GRESS
California Heahh&Safety Code,Scminnx 25505,25533 and 25534.1 m,dcrxranJ mm s o
ift M1uilding does nm currently have a,enant.that i,is my rczponsibi ,yt notify the _
oc p:mr of,ha man,inn ns which must he at prior m i.cnuunce n to Cate or
tp:mcy. // Signature of Applicant Date a
ion Date All roof coverings to be Class "B-' or-better ,
OFFICE
05-04-2000 05:24PM FROM Kutzmann Assoc TO 14087773333 P.01
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Mai 4, 2000 CUP00!04T ,
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South Coast hitects
13 Corporate�P aza'
Suite 2101 `
NeOipoit$eaeCA 92660
Fax';9490 720.2Q45'
f i Re• flan e iew: NEW SFD; OAK VALLEY' `
Address. 10440 SERRA STREET, LOT 2-14
Deal Mr. 15to1z
We have receibt d the following documents which we will retain until final,approval:
1: fans ) Sets of Sheets T-1, T-2, T-3, G.N.-1, SP-1 A-1 thru A-14 ADI flats AD4,
j SO!thru 31 SDI; SDI, and SD3 dated March 8, 2000.and prepared by South Coast i
Architec
I'• 2, Stdtctur alculati • (2) Booklets dated April 1,,4, 2000 and prepared b ATL
En lie uig Services.
3 calwl 1- 11(2) Booklets dated March 8, 2000 and prepared by SoPoData
These doc ., were reviewed for their conformance to the 1997 Uniform Building, Plumb'
RW eehatiical !Codes, the 1996 National Electrical Code and the State Energy Conse vation
Staadazds as co • d in the 1998 State Building Code, Title 24;.Califoinia Admnustrativel'Code.
Our¢ommentsi alIe contained in the attached list.
please sub' iit ah itemized response letter describing all corret:tions and their locations in the
revised roject cements ,(identify the specific location.in.the plans or In the cal bons
where'AiIre ' on has:been.made)'w,ith three complete sets Iof revised and collated-plans Ito
Kutzmah&ids ociates at,the address`below. The responsible design professional shall wet sign
plans!and all re , ions must be clouded:
Siricdr J
avid.J.: arr
CiviVEngin k
CC: . Joe Anto ueci, Building Dept.; City of Cupertino
/AT Eng veering, Fax 925.648.8811
/Chr s O'Brien, The O'Brien Gioup j
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KUTZMANN & ASSOCIATES, INC!
$9355 Californ•I- U! Suite '200 Fremont, CA 94538 ❑ TEL: (5i0) 796-3003 O FAX::(510) 796-942j ;
05-04-2000 05:25PM FROM Kutzmann Assoc TO 14087773333 P.02
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1 • Sierra, L t 2-14 CUPO10 04IT.
May 4, 2000
• General C e
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1. Pro6ridr� �a official survey or grading plan for the property. Clarify elevations and grade
level at 1 sides. Show.the 2 required exits and connections to the public way ;
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2. All plait heels shall be stamped;and wet signed'by'the;espons ole de5lgn piofessiotral {'
Ardhitek and engtr*rs shall note the renewal date.of their licenses, j ,i ,
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al C dmi tents:
11. eQt numbers or addresses shall be provided for all new buildings in such a position
as D be lainly visible! and legible from the street or road fronting the property. Sec
50 j
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2. ,, :: Pr vide landing at all exterior doors. For inswingirig doors the maximum change m j
e14Jati6 'from the threshold to the landing is 8 inches: The width of the7anding shalT;be
at lfaA 'e width of th'e door and the length shall be at least 3feet. See garage dooi. 113. it j
Sections 11003.3.1.6 and 1003.3.1.7.
3. Detail j?/ : -3 shows a 2" drop from top of threshold to exterior landing. Clarify if this '
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is typi through out.
4. 1 Atcc tilation per Section 1505.3
a. Ilarify the location of the dormer vents. Calculation shows 28 -24 diameter vents
I,fdr
at
#1. ;Show locations on roof plan'or on elevations. r
b. { jEi closed rafter spaces: Provide details of required eave vents. j
5 i Submitialculations for foundation ventilation per Section 2317,.7. Openings for
fou!ndal'i n: ventilation shall be located as.close to comers as practical and shall provide
cross vpitiliition. Shod; crawlspace access (18 x24 mitumum)on:plans. j
6 D ergiiiw n the height Pf chimney above the to shocompliance with Table 311
7 ite ise� yliotes'forfrontelevationon sheet'A 7 For eiiample;:note 4 is nothowh; note '
3 for chimney cap is at wrong location. Review and correct notes on other levation� as I 1
reduired� Chi front'elevation, there is a reference for detail 6/AD-5 but sheet is pot
includedr
8. Clarify, i F,skylights are glass or acrylic. If glass, indicate the type and thickness of the glass j
1 and if a rotective screen is required. Section 2409. Also, show insulation at shaft wig on; 1
de i12 /AD-1.
9. Sh w. j4plans or window schedule the locations of safety'glazed windows'per Section j ; I
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. . 1Q: . Revisel etaYl 8/AD-3 ;to show weep screed at stucco and required cleararice above grade. i
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:r 16 Tale Roof: Tile roofing shall comply with U:B.C. Standard 15-5 uric shall,be
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• inIallrrd in accordance with the manufacturer's instructions and Tables 154)4 & 15-D
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05-04-2000 05:26PM FROM Kutzmann Assoc TO 14007773333 P.03
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104:40 5ierca, t 2-14 " Page 2 of 5 ,
May 4, 2 jj CUP00-04T;
Section) X50u7.7. Note tequirement on plans.
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IZeloca a and provide the;required clearances at the,electdical panel-in laundry roam NirC. ;l
.1:10-16�
f 2. Sh wl c n,plans•GFI protected receptacles shall be provided through out the kitchen. N1FC - I
2i -81 !
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If yon haves ani questions regarding the above comments, please call Jim Lau at(510) 796-3003.on
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Note! this is n t!a duplicate of a,previous design.
• j General
1. The Snit;Engineer shall be provided the opportunity to*review the final foundation design
for Iconfdrmance to his or her recommendations and shgl submit'a letter documenting his
or tier re view to the Building Department prior to permit being issued.
• 2.' ` Add the following to concrete note M on sheet Sl:
Submit i'spection and.testing reports to the Building Department prior to final.:
• 3. Realise the plans to indicate on the cover sheet the defeited submittals (floor joists,'
for this Project. l
4. Also nIr
on the plans, Along with the deferred submittal a set of the approved dans (or
cornplfull size xerox copy of these plans) shall be submitted to the building department
for ref nce. This:set of plans will be returned with the'approved deferred submittal.
S. A riumlieir of problems,in the lateral resisting system have been identified in lines 1 throwggh
4 and!A jthrough J as indicated in our comments. Please review lines 5 through 15 for
sirr ilai l issues and revise as necessary.
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The ba a of our review will be completed upon resubmittal. Please note that additional I '
j comtnert s may result from the balance of this review.
Arthite¢tuial Sbeets j
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6.1., IN detail i/AD-3 prgvrde,: an ICBOk. for the "lrldora0.6 cultiii ed stdne' veneer The
1C]10#provided;,;kNER 358, is for "Cultured Stone" a "Sacramento Stgne" l
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Sheet S3 I
7. Provideiosts for support of beam RB9. j
/5D4 is rdq=90 94 line C but no sheet SD4 was found. Revise/Clarify. i.
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10440 SferFa, . 2-14 Page 3 of 5
May 4, 2000 CUP00-04T
•' 9. 1 Provide a collector for the shear panels on line F. The shear panels are spread',out over
a significant distance on this line.
10. i On 1�' the 6' long shear panel near the master bedroom should be a type 4, I believe.
See 'u'Y pieets Sl & S2. j
f 11. The str Ip "CS16-48/Nl2" called-out on line H at the tower over the master bathrgom'does
I notappesi to extend far enough into the plywood diaphragm. Provide calculations;to
verify the strap length or extend the strap another 2' into the roof diaphragm.
12: �• The she wall on line 3 is type 5, however on sheets:S1 & S2 it is shown as type 8. j
keVise/Clarify.
13 i Call-, etail 15/SD2 at line 3. Also indicate how to provide a continuous 'top'plate
! wh re shear wall top plate, in the attic, is broken due to the change in roof skat the pe
vall ey. .
14, On inc4�CS16-36/N21 is called out which shows a strap tieing rafters across a ridge. In
this,case, however, there is no ridge at this location. Revise/Clarify.
15, The sp4 detail on line 4 at the 16.5' long shear panel is�called out as CS16-36/1411,: The
allow
abl load for a CS 16 strap is 1650#'s. The load on this shear panel is 6048#1per page '
12, f 6e calculations. ;If this entire load is to be transfeired into this shear panel then the
firs sew}eei of this shear wall will have nearly the full 6048#force in the top plate.' Show
. adeguate top plate splices for the entire length of the shear panel.
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16. Also ori line 4:
i v j• a. �e e is one C$16 strap where line 4 crosses they ridge to create a collector., But i
... i ere is no apparent tie to the shear panel;on the;left.
i b. 1 : On the right side of the ridge the collectorldoes not extend to the roof area over the
eptry. This roof area is included in the tributary area for this shear Pine on page
iof the calculations. Extend the collector to this area.
Sheet S2 j
17. , On;line l�I at the shear;panel located at bedroom�i3 & ort line J indicate the!strap s"ue for
thewindbw openings, see detail 7/SD3.
18 On�ltrid ll;the strap:call out CS16-36/N17 is for a stray from beam to beam. There a0pe9rs
to gnlyh; one beam, the 6x10 header. Revise/Clarify. j
f Sheet Sl
19.` Deiail 7/,,kM referenced at several locations, should be 7/SD1,.I believe:
20 i, !Zefler6. detail 19 1 SIM at the exterior corner of the morning room., I, I
f : . . sheet sD�► , � .i � , .
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10440 Sierra, t 2-14 Page 4 of'S
May'4, 20)0 i CUPOO-04T
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•' 21. Note that the minimum embedment of the anchor bolts is 7" per UBC section 1806.6.:
22. Cali out!minimum 2" C2"0!16" thick plate washers at anchor bolts per UBC section
18 6.61'
Qn etai� 1 remove,:the piers or clarify the call out to s4 "where occurs; See f6undat n
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24.'. '! u6h det i) 4 & 9 rev'ise to 3x mudsills.
25: Onldeta0:13 call-out the slab thickness.
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. 26, On etaill 16 provide a #4 bar at the very top of the stem wall.
Sheet SD2
j' 27., 1! I2eWise Id tai18, or proNide a new detail, to: I,
a. j 'so:show the interior plywood shear wall above the Simpson Strong Wall, per
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gill-put on shitS3. .
b. Show the soffit"plywood per call-out on sheet S2,
c. To show the:Simpson Strong Wells.
Sheer SD31
28.: :l Coordipati detail 14 to work with Simpson Strong Walls also. This detail'is referenced I :
thrc}ugb! the 'Strap Schedule at line C.
If you hav any;questions, the above STRUCTURAL comments please call David
Darrow:at 5,10) 796-;3003. :
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