03040078 (2) BUILDING DIVISIONPERMIT • CON'IR`ACTn12+INTORMATIO� t!
I3YIM1DTRESTON DR BLOOMFIELD CUSTOM MASONRY PERMIT"°.03040078
°,YMIT'KARLSTEN 6471 LITTLE FALLS DR . PERMRE'N'7E15/2003
E. 4083231111 SAHOARY NO. CONTROL NO.
ARCHITECT/ENGINEER: BUILDING PERMIT INFO
BLDGELECT PLUMB MECH
±oo LICENSED CONTRACTOR'S DECLARATION L� O O
i�F I hereby affirm that I am Becosed under pm.iamns of chapter 9(Commencing Job Description
.�W with Section 70iri of Division J of Ne Business and Professions Code,and myliccnseu
mfail mreeAndef �/ p REBUILD FIREPLACE/F
Licnnac Clan Li AR'P� �
• p DaN�,.�_ ^gyp CUnVa l0r /f/ly[lal
2f � �% / !my ARC�CTS A A 1°N
iu Iunderaand my plata shallwumd as public records
.;G UccnxJPmfcssion°I N7V 12 2003
OWNER-BUILDER DECLARATION
<S - 1 hereby from that I am Cxe.pt fru.the Contractors License Law for the
O 0 following reason.(Section 7031.5.Business and Prnfulaw.s Cude:Any city nr county BUILDING
�p �p��
3 m tv which mgolma A Permit to cnnarL titer, ve
r,impro ,dc.nlch.m repair any StructureU I{�® N V
.zi priormits issuance.Alan Minfcs Neapplicant(Of such Permit o Ole a signed statement
:t thathe is licensed pumuamffi the provisions 011ie Contractor's Limme Law(Chapterl? Sq.Ft. Floor Area $�/4I6qjion
2 (commencing with Senion7000)of Division 3ofihc Businessand Profceshmi Cnde)tar
`:$ that he u exempt therefrom and the basis for the alleged exemption,Any violation of
Section 7031.5 by any applicant for•Permit subjects the applicant to a civil Pendry of
not mire man fin hundred dollars(ssoo). 3 AM V913bef 0 0 Occupancy Type
1,as owner of the property,.my employees with wages As their sole CompewdOn.
will do the work and the atructum is not intended or olPored for sale(Sec. Business 101 - FOUNDF �g Jd Inspections
and Professions Cod �or's e:The CommLicerem
License Law does t apply an owner of
Property who builds orimmoves thereon,and whodoes such workhimselfor through his 102 - PIERS
own employees,provided mat such improvements are not intended orOnered for sale.If. 103 — iJFER
I however,dm building or improvement is sold within one yearofcompletion.theowner-
builder will have the burden of proving that he and not wild or improve for purpose of '104 — REBAR
sa1e.).
I.as owner of the property, 105 - ANCHOR BOLTS
❑ Se pc y,am.mesa and Pref.sM.with Ikmued contacmn i-
ComnLawdoesjotasee.toad,wneinofproprywhoioasdsori proves Amorsu- 106 — SEWER & WATER
Ceme�wdoasnouchplymawitharofprxpertywhowimsoremptoveamercon.octal 202 — UNDERFLOOR PLUMBING
who.Lacs for tech projects wire a mnnanar(s)liccnwd pursuant m the Contractor
01 Am Law. 203 — UNDERFLOOR MECHANICAL
❑lam cacmpt under Sce ,B6:PCfor this mason
Owner Data
204 — UNDERFLOOR FRAME
WORKER'S COMPENSATION DECLARATION 205 - UNDERFLOOR INSULATION
IhAmbyAM.underPenalty orperjuryoneofLife muowfngdMl.Tim, 301 — ROUGH PLUMBING
aw.ad will maintain A cendram of cmiumamseu inure for workseseanpe. 302 — TUB & OR SHOWER
a.as provided for by Section 37W of the Labor Code.for the performance of the 3 0 3 — ROUGH MECHANICAL
work for which this pe.it is i med. -
❑1 hart and will maintain Worker's Compensation Insurance,as restated by Section 3 04 — ROUGH ELECTRICAL
37W of the Labor code.far thc performance of the work for which this permit Is Issued. 3 0 5 - FRAME
My Workers Cnmrcemarotinn lvunnce aniv,nd Pores nu.xSam: (� 306 — HOLDOWNS
Canicr _ � ` Polity Nn.:h �—�`(� y
CERTIFICATE OF EXEMPTION FRO ORKERS' / `OJ 307 — INSULATION
COM PENSATIONINSURANCE 308 — SHEETROCK
(rhs sccdm need wtweamplc¢d ifthelenmit is for nundreddoltan(SIW) 309 — EXTERIOR LATH
m kss
I Ceniry that in the Performance of the work for which this permit is issued,1 shall not 3 10 _— INTERIOR LATH
employ any person in any mannerm As to become subject to the Workers Compensation 311 — SCRATCH COAT
Laws of California Dam
Applicant 313 — ROOF NAIL
NOTICE TO APPLICANT:If,after making this Cenificate of Exemption,you should 501 — FINAL ELECTRICAL ENERGY
become subject m the Workers Compensation previsions of the Labor Code,you must
Z rPMwilh Comply with such provisin.orchis pannil shall W deemed rcrked.
p 502 - FINAL PLUMBING ENERGY
.�. CONSIAUCTION LENDING AGENCY 503 — FINAL MECHANICAL ENERGY
I hereby that them awed(Sec.3W7,nding agency for the Performance of 504 - FINAL BUILDING ENERGY
x Le wash fur which this pnmir is tared(Sec.J097.Civ C.7 s
XJ" 4nticr's Name,
y LCnaer,Aaam.. 505 — FINAL ELECTRICAL
jO I unify that 1 hats read this application and sum mat the above information is 506 — GAS TEST \
y F Correct.1 agree to comply with all city and county ordinances and state laws misting to 507 - FINAL PLUMBING
V buildingconswction,andherebyAuthorimtepre¢ntailveSorthisCitytoenterupnnthc — FIN MEC ICAL
N Wwcm
avemur
imed I.N,Iy for inspection Oposes
a. (We)agree,to save,indemnify and keep harrnless the City of Cupertino."Met 0 9 F I
(q liabilitiez.juBigmcnt.coits pe ch may in any way a CC.Againitsaid City �5� NG
!i J Z in conuyu'm "a c ting aft permn.
APPLICANT N STANDS A D WILL CO LY WITH ALL NON-POINT Issued by: Date
c U TI rIS. C WORKS
y� 3
Signature of Applmant,conmcmr Dam Re-roofs
HAZARDOUS MATERIALS DISCLOSURE Type of Roof
Will the applicant or future building Occupant store or handle hazardous material
U defined by me Cupcnim Municipal Code.Chapter 9.12,and the Health and Safety
cnde,Sccli es �+n
zss3z(a>7
❑zea All roofs shall be inspected prior to any roofing material being installed.
Will the applicant or future building Occupant use equipment or devices which If a roof is installed without first obtaining an inspection,I agree to remove
,odous air contaminant.As defined by the Bay Arca Air Quality Management all new materials for inspection.
ctr
❑Yes >`\
I have read me huxardous materials re mmmens under Chapter 6.95ofineCalifm-
niaHcalth&SdmyC cdo 5505 33 2551a.iunders�nd thaiflM building
dos trot Careful,h m r.da potability m notify 1M necupant of the
requircm t h s
an
ancco(aCcnifiamofOccul' cy, Signature of Applicant Date
U r-a
ow r tat orifed agent DROP All roof coverings to be Class "B"or better
ATY OF CUPERTINO
CITYOF d 3 D �
CUP TYOF O PERMIT APPLICATION FORM
APN # Date:
Building Address:
/,�2 / cr e 7 o AJ
wner's Name: Phone #:
Tl' r\51-c 11--,6ff' 3Z3— r ( c
Contractor: License #:
Contact: Cupertino Business License#:
Qd ar � � � -
Building Permit Info:
Bldg,,a Elect ❑ Plumb ❑ Mech ❑
Job Description: uti �T 0^�
Residential fZe�Oc� �� F F« p������ Commercial ❑
Sq.Ft. Floor Area: $/Sq.Ft.:
Cost of Project:yP J- o v Occupancy Grou /
�
Type of Constructi :
f r P « A( Oi✓S`
Quantity Fee ID Fee Description Fee Group
BAPPLOTHER Other Appliances MECHANICAL
BBLDGFEE Bldg Permits . foot BUILDING
BBOILERI Boiler<= 100,000 Btu MECHANICAL
BBOILER2 Boiler> IOOK to 500K Btu MECHANICAL
BBOILER3 Boiler> 500K to 1 M 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 <_ IOOOA ELECTRICAL
BELEC1001 Elec 600V > IOOOA ELECTRICAL
BELEC200 Elec Svcs 600V <=200A ELECTRICAL
BENERGY :7—E—nergy BUILDING
BENERGYADD Energy Add Multi BUILDING
BINVESTIGA Investigation fee BUILDING
BMITIGATC Comm. Housing Mit. Fee BUILDING
1 of
L� /
yJllPs
PITY OF CUPERTINO ,
CITY OF PERMIT APPLICATION FORM
CUPEkTINO
Quantity Fee ID Fee Description Fee Group
BMITIGATR Res. Housing Mit Fee BUILDING
BMNEWMULTI New Multi-Family Res MECHANICAL
BMNEWSF&2F New Sf&2F Res Bldgs MECHANICAL
BNEWMULTI Multifamily Res ELECTRICAL
BNUCOMME New Comm Electric ELECTRICAL
BNUCOMMM New Comm Mechanical MECHANICAL
BNUCOMMP New Comm Plumb PLUMBING
BNUMULTI New Multifamily Res PLUMBING
BNUSFD New Single Family Res BUILDING
BOVERTIME Inspection Overtime BUILDING
BPBACKFLOW Atmospheric Vacuum PLUMBING
BPCESSPOOL Cesspool PLUMBING
BPERMFEE Bldg Permit Fees BUILDING
BPFIXTURE Pb1g Fixture PLUMBING
BPGAS Gas Piping System Fee PLUMBING
BPINTERCEP Ind Waste Interceptor PLUMBING
BPLANCHK Plan Check Fee BUILDING
BPLANCKADD Plan Check Add Multi BUILDING
BPLANCKREP Plan Check Repeat Fee BUILDING
BPREPIPE Re i e Of Fixtures PLUMBING
BPSEWAGE Sewage Disposal PLUMBING
BPSEWER Sewers PLUMBING
BPSPRINK Lawn S rinkler/Backflo PLUMBING
BPSTORM Storm/Rain Water PLUMBING
BPTRAP Kitchen Trap PLUMBING
BPVENT Alt of Drain &Vent PLUMBING
BPWATER Install/Alter Water Pie PLUMBING
BPWHEATER Water Heater/Vent PLUMBING
BPWSVCS Main Water Service PLUMBING
BREINSPECT Reinspection Fee BUILDING
BREMACOVER A/C Unit > 10,000 cfm MECHANICAL
BREMAIRHAN A/C Units <= 10,000 cfm MECHANICAL
BREMAPPLI Appliance Install MECHANICAL
BREMBUSWAY Remodel Busways ELECTRICAL
BREMFIXT Ligbting Fixtures ELECTRICAL
BREMFURN Relocation of Furnace MECHANICAL
BREMFURNOV Relo Furnace> l OK btu MECHANICAL
BREMHEAT Heater Installation MECHANICAL
BREMINHOOD Installation of Hood MECHANICAL
BREMMISC Misc Apparatus ELECTRICAL
BREMNRAPP Rem Non-Res Appliance ELECTRICAL
BREMPOLE Pole/Platform Fixture ELECTRICAL
2 of 3
D• CITY OF CUPERTIO
�k"
CITY OF PERMIT APPLICATION FORM
CUPEkTINO
Quantity Fee ID Fee Description Fee Group
BREMPOWER Power Device/Apparatus ELECTRICAL
BREMRECEPT Rc tl, Switch& Outlets ELECTRICAL
BREMRELOCA Relocation of Hood MECHANICAL
BREMREPALT Repair/Alter Heating MECHANICAL
BREMRESAPP Remodel Res Appliance ELECTRICAL
BREMSIGNAD Rmdl Signs Add Branch ELECTRICAL
BREMSIGNS Remodel Signs,Marquee ELECTRICAL .
BREMTHEATR Theatrical Lighting Fix ELECTRICAL
BREMVENFAN Vent Fan Single Duct MECHANICAL
BREMVENSYS Ventilation Systems MECHANICAL
BSCBLVD Scb Specific Plan BUILDING
BSEISMICOM Seismic Commercial BUILDING
BSEISMICRE Seismic Fee Res BUILDING
BSPECIAL Special Inspection BUILDING
BSWIM Swimming Pool BUILDING
BTEMP Temporary Power ELECTRICAL
BTEMPPERM Temporary Bldg Permit BUILDING
BTEMPSVCS Temp Dist Svcs ELECTRICAL
BUSLIC Business License BUILDING
ELECTRIC Electrical sq foot ELECTRICAL
EPERMITFEE Elec Permit Issuance ELECTRICAL
MPERMFEE Mechanicals . foot MECHANICAL
MPERMITFEE Mech Permit Issuance MECHANICAL
PPERMITFEE Plumbing Permit Issuance PLUMBING
PPLBG Plumbing Fee sq foot PLUMBING
ZADDCHG Address Chane BUILDING
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'• StruduialCalcullatilonsMartina Treister-Engineering
Project IT03-49 1.
McKinney/Fujimoto Residence 120 W?mdiny Way,San Clarios,CA"070 Date jj/=2003,
10301 Creston'Dr., Cupertino
-(650)508-9349, FAX 508-9186- Revised
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• �truqtural Calil;ulati�ns. Martina Treister-Engineering Project: I T03-49 ge
McKinney/Fujimotp Residence 20 Winding Way,San Carlos,CA 94070 Date I 8/5/2003 i
i � i 10301-Creston Dr., Cupertino, CA--- - (650)508-9349 [Revised
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$tNCtU�dl ;. C ng way,San Canog9ineering Pro�j2c age
y ,Calculations I I Martina Treister-En —�
• I- N1090nCres on Dr., Cupertino, CA I (650 .CA 04070 Date j 8/5/2003;
moto Residence ' 26 wmdi
)50&9349, FAX 508-9166 Revised I
r I -
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�P�C I(912. 3.Z
LJ FV =9 (rl�., . sJrss clesr�ti)
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rpricmhy 1 55 2.3i� (21 )y
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11 2 FCA
• Structural Calculations Martina Treister-Engineering project T0349 IWage
McKinneffujimoto Residence 20 winding way,San Carlos,CA 04070 Date 8/5/2003 7
10301 Creston Dr., Cupertino, CA (650)506-9349, FAX 508-9166 Revised i
SHEAR WALL SCHEDULE - Main Floor Addition/Remodel
TYPE SHEATHING EDGE BASE NAILING 2)
NAILING HOLDOWN ANCHOR BOLTS 2)
A 1/2". blocked 8d Qa 6"o.c.. 16d((id 6"o.c.
HD2A or PHD2 5/8"dia.0a,48"o.c.
B Simpson Sarong all NA 7/8"dia. threaded rod with 12-SDS 'A s 6 top
SW24 s 8-RF Simpson SET epoxy tie, 16 SDS I/ x 6 bottom d .
15" min. embedment 2—5/8" dia.
t
Plywoodgradesand shear values are from UBC Table 23-II-1-1 toPEREN—ve ,
�RingRing
2•Anchora a at base of shear wall: Boltin to foundation if wall is at or nat
of sole plate to rim joist or blocking for walls above foundation level. At Simpson Strongwalls: wood
screws are to be installed into top plates/top girder and base plate (raised floor only), use Simpson SDS
screws or approved equivalent..
3-Edge nailing applies to all plywood panel edges and wall boundaries, including plates, sills c rd studs
(wall end posts or doubled studs), comers jambs, and joints between panels. Nai
ling atinte ediate
studs or blocking is not to exceed 12"on center. '•Allowable bolt shear is from UBC Standard 25-17based on NDS values, assun for bolts
in concrete. Values have been increased for short term loading.
6•Holdowns are from current edition of the the Simpson catalog. Review for instents.
Except as noted, values are based on connection to a minimum of 2-2x studs.
6•AII plywood panels shall be a minimum of 24"wide. Use one-piece plywood sr walls
48" or less in width.
�QRpFESS/O,y
; �NATa,&6 g1 2
"Icc C- 0684 Rt
{�w P f it
OF
Structural Calculations Martina Treister-Engineering project T0349 Page
y
McKinneylFujimoto Residence 20 Winding way,San carton,cp 94070 Date 8/5/2003
10301 Creston Dr., Cupertino, CA (650)508-9349, FAX 508-9186 Revised V
• RAISED FLOOR - 1st FLOOR WITHOUT SIMPSON TAKEUP DEVICE (TUD)
Numher 01 Drift at Allowable
W H T
Number al Fasteners I1olllewnl, Allowable Allowahle ShearV Wall
Model No. (in) (in) (int Fasteners in in dotlom Anchor ShearV She
Top Load Wea"
Top of Wall of Wall Bolls Load Tb) (int Load (lost
SW18x8-RF 18 93y, 3; 9-SDSyxG 13-SDS)',x6 2-SSTB28 835 .423_ 557 _85
SW24x8-RF 24 93v, 3),, 12-S DSy;x6 16-SDS)_,NG_ ::SSTB28_ 1260 _.427 630 91 'ut
SW32x8-RF 32 93Y 3y 16-SDSyx6 20-S0S!,,x6 2-SSTB28 1900 .409 712 116 �7
SW48xB-RF 48 93l; 3); 24-SDSyx6 28-SDS,;xG 2-SS1628 3570 .421 892 149 df
SW18x9-RF 18 105); 3Y 9-SDSyx6 13-SDS!',x6 2-SST828 710 .399 475 94
SW24x9-RF 24 105); 3y( 12-SDS yx6 16-SDS:{x(3 2-5 S1 1010 .420 506 101 34
SW32x9-RF 32 105y, 3,z 16-SDSXx6 20-SDS�xG 2-SSTB28 1 , 13 6
SW48x9-RF 48 705y, 3y, 24-SDSyx6 28-S0Scx6 2-SS-M28 37-flt8
SW24x10-RF 24 117y 3}; 12-SDSy;x6 16-SDS),xa ,ST B 2 A �9 4
Sw32x 10-RF 32 117y, 3)•. 16-SDS;x6 20-SD5).6 -'iSIB2it 16.10 604 616 134
Sw48x 10-RF 49 117}; 3); 24-SDS)?G
28 sl),;v,.6 2SSTR28 26 15 .43.1 669 171
RAISED FLOOR (-RF)
liaised Fluor walls are designed r�
land tested for installation on top
ui raised wood floor systems.
1S�1Y! [m)CaejG All 2nd Floor Applications must
use the Haiscd Floor Models.
17 Q'? RWsed Floor walls are compatible
U with both solid sawn lumber and
�• -���� toff( W/ 1-10ist floor systems.Simpson
SOS screws pre-installed in bothj`1 , :yT y
51 h'f'C y ! SEr Ine top and bottom of the wall �IlgY�l
11 1 allow 101 last installation to
i?tuft 4lcf me lop pl,de and Moor traminy ,i
JJ elements 11 til 1
min 15� iH'io ` 'i1
BeannuPl;lles
9rti
(ProviUudl
IVl )tea
'l-�l is PPOFESS/
�liNA Tq� �o
& Fac
{tt C• SOSgq m
NOTE: f1 /
Cut out sublloor for �1
end post bearing
plates.Additional
bearing plates I'
available for 1Yu" P
subuoor• OF CAUf�
Structural Calculations Martina Treister-Engineering project T03-49 Page
McKinney/Fujimoto Residence 20 Winding Way,San Carlos,CA 94070 Date 8/5/2003 Rft
10301 Creston Dr., Cupertino, CA (650)508-9349, FAX 508-918 V
6 Revised
_ I
W6. Simpson CB column base typical at wood posts
.which rest directly on concrete. Provide V drypack 455. Wood in contact with earth or concrete, located
pedestal below bottom of CB column base @ in inaccessible areas, or permanently exposed to
•exterior wood post in accordance with UBC Section weather is to be pressure treated Douglas Fir.
2306.5.
448. "I'iedowns to foundation are Simpson HDA or 456' Where nailing is not shown on the details con-
PHD as listed on the shear wall schedule. Holdown form to UBC Table 23 nails s. All exterior nails are
to be galvanized. All nshall be common wire
bops are to be Simpson SSTB anchor bolts or ❑nils. Ail bolts shall be standard A307 machine bolts
approved equivalent. Size, embedment, and with standard cut washers under heads and nuts.
installation as required for holdown size and per Each bolt hole to be drilled 1/16" larger than the
manufacturer's recommendations. Holdowns to be nominal diameter of the bolt. d
tied in place at time of foundation inspection.
Holdowns into existing foundation to be installed 457. Headers may not be shown on the framing plan
with Simpson SET epoxy tie as per ICBO report # for openin SA wi ni um header size
4945 or approved equivalent. Special inspection and in non-be r S r 4x4 DF No.
pull-out testing are required per UBC 1701. 2. Heade` f td �upported with
HD2A: 5/8"dia. threaded rod, 10" embedment. single studs, headers over 4 ee ong o be supported
Pullout Resistance= 5,800ld rod,
with doubled studs, except as noted.
Strongwalls: 7/8"dia. threaded rod, IS" embedment.
Pullout Resistance= 11,000lbs 458. Set plywood floor sheathing perpendicular to
framing members. Stagger epo joints. See Plywood
Sheathing Schedule, detail .
FRAMING NOTES
459. All metal hardware (hangers,_ postcaps, strap
General Notes And Material Grades ties, holdowns, etc.) shall,beftKos` anufactured by
p... , t, I
Simpson Strong-Tie P�6 p ')nstalI as per
450. Framing plans show size and spacing of mem- manufacturer's specificati`oth m mum number
Wers but may not show all blocking, double joists, of fasteners. All ho4 al- ammg members not
ailers and other members required by the building framed across support n members shall be
code. Structural details are schematic and not to supported by joist/bea hangers. All exterior
scale and reflect only the structural construction hardware and hardware used on chemically treated
requirements. wood to be galvanized. Use following hangers or
equivalent unless otherwise noted on plans:
451. Unless noted otherwise, all wood beams, joists, 2x framing LUS-hanger
rafters, blocking, plates and filler are Douglas Fir- 2-2x framing HU -2max hanger
Larch (DF-L) No. 2. Solid sawn wood beams 6" or 4x framing HHB-hanger
wider are Douglas Fir-Larch No. 1, unless noted other-wise c. un-
460. All exterior walls are 2x4 studs at ]6" o.
otherwise. Studs are 'Stud' grade or better. Posts are less othise noted. Type B shear walls o.require
Fir Larch No.l. All multiple members to yP
be internailed with 16d @ 6"o.c., staggered unless 3x4 studs. See shear wall schedule.
noted otherwise on plan. 461. Foundation cripple walls shall
452. Unless noted otherwise Glulam Beams (GLB) be framed'of solid blockin )_
are: 2400 psi bending stress; 165 psi horizontal shear Cripple walls having a stU g0le �t
stress; standard 2000' radius camber (installed up- shall be sh'eathted as pert] Fable 23- V
ward). All GLB's to be exterior glue and industrial seismic zone 4 or as require r shear 11 sc
grade, 24F-V3 for simple spans and 24F-V8 for (same sheathing as shear w 1 aboveq� rn
eiantilevered beams. Submit ATC Certification to i K G
building department prior to installation. GLB's 462. Interior partitions are{ o be woortu ft
e3cposed to weather shall be pressure treated with an 16" o.c.
approved preservative or be manufactured from rs
wood of natural resistance to decav like Alaska Gp
ellow
t bt tbYa#ad iiGalltuAl3 WAgtresse of dl9ideall Treister-Engineering Project T�9.4�
� QACI�(mne�/ ul�moto Residence 20 Winding way,San Carlos,CA 94079 Date 8/5/2003
10301 Creston Dr., Cupertino, CA (650)508-9349, FAX 508-9186 Revised
- 1\ IZe plgce�b� Skids w/
IJ
Wood _14'/f1.is PW �61 }4ll-QS pGr I/filuu.(QGLtdf/
ShPw tavll scl[PcltrlC o
(E) or(N)3x base plate where
\ req.'d per 5W 5chedule,2x
all other
I
Existing floor sheathing
I/r
ravrra� d
i
Ewpor�.mjoi5t
5irrp5on A35 @ 16"o.c.
5/5"dia.anchor bolts Ex. 2x floorjoi5t5 - ee plan
@ 45"o.c.or as req'd ' \ 2x b st 5pace
per Shear wall schedule i / 2 rallel
Ex. pressure treated
Sill
Ex.continuous footing
NEW SHEAR WALL AND
FLOOR TO (E) FOUNDATION G
Mne� 4022
oQAOFESS/p
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Structural Calculations Martina Treister-Engineering project
T03-49 Page
McKinney/Fujimoto Residence 20 Winding Way,San Carlos,CA 84070 Date 8/5/2003
10301 Creston Dr., Cupertino, CA (650)508-9349, FAX 506-9186 Revised 21