01030017 (3) 0103 Jo � �-
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CERTIFICATE. OF C-OPLIANCE: RESIDEN 1 TAI age I of 2) CF-1R
HA(L•9-15c;N Il76NGs _ 3d- el
Project Title Date
2�d1� G��I;KS197� C�u�r GUP��TIIV9 C,A
Project Address Building Permit a
MII� kASTizt�P �i(9 2�� 03aa�
Documentation Author Telephone Plan Check bate
Field CLeck/Date
Compliance Method(Package or Computer) Climate Zone Enfnrcanent Agency Use Only
GENERAL INFORMATION )'
Total Conditioned Floor Area 2 G ft Average Ceiling Height: _fl
Conditioned Slab Floor Area N A ft'
Building Type: X_Single Family _Addition
(check one or more) _Multi-Family _Existing-Plus-Addition
Front Orientation: NorthSout East/West/All Orientations
(input fro.one.alion in degrees from True North and circle one) _
Number of Stories f
Number of Dwelling Units:
Floor Construction Type: Slab Flo (circle one orboth) f �,lG 7,4 P,1,3+'J <,�A.P,�
BUILDING SHELL INSULATION
Component Frame Type Cavity Sheathing Total R- Assembly Location/Comments
Type wd=wood Insulation Insulation Value' U-Value' (anie,garage,typical,etc.)
stl=steel R-Value R-Value
Wall ,A
Wall
Roof .n
Roof
Floor
Floor
Slab Edge
FENESTRATION Shadin Devices
Fenestration Orien- Area Fenestration Fenestration Interior Exterior Overhangs
#,'rype/Pos. tation W) U-Value SHGC Shading Shading Art. /Fins
All.'
Front p Standard
Front Standard
Left Standard
Lr Left Standard
Rear Standard
Rear Standard
Right Standard
Ri ht Standard
Skylight Standard
Sk li ht Standard
((o �.r. T� LA?-I i-JG)
WI UC)ow�:, Ta M�Gr , 0795 'z U-VAL.-L)s
For prescriptive compliance,Total R-Value and Assembly U-Value are not required for a wood-framed wall that meets
cavity R-value insulation requirement for the Prescriptive Package.
7 For prescriptive compliance,there are no credits for any interior shading except the default or"Standard"drapery. These
default interior shading devices(draperies)need not be installed for compliance purposes.
July 1,1999
CERTIFICATE OF C.APLIANCE: RESIDENTIAL Ike 2 of 2) CF-IR
�JAr-21 6L,�N _ 51 ra NGF 3/ - I DI
Project Title Date I If
HVACCYSTFNIS ;)t( HCP )JfyJ SR17Ltt FtxTTAt'le
Note:Input hydropic or r, nbined hydronic dam under Water Hating Systems.except Design Heating toad
Distribution
Heating Equipment Minimum Type and Duct or Heat Pump
Type(finance,heat Efficiency Location Piping Thermostat Configuration
pump,etc.) (AFUE or HSPF) (ducts,&We.etc.) R-Value Type (split at package)
Cooling Equipment Minimum Duct Heat Pump
Type(air conditioner. Efficiency Location Duct Thermostat Configuration
heat pump.evap.cooling) (SEER) (anic,etc.) R-Value Type (split cr package)
i
WATER HEATING SYSTEMS Nd
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input(kW Capacity Recovery Standby' Insulation
Type Type in System or Btu/hr) (gallons) Efficiency Loss(%) R-Value
1. For small gas storage water heaters(rated inputs of less than or equal to 75,000 Btuthr),electric resistance,and hat pump water heaters,list Energy
Factor.For large gas storage water heaters(rated input of grater than 75,000 BtuRn),list Rated Input,Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters,list rated input and recovery efficiencies.
SPECIAL FEATURES and MODELING ASSUMPTIONS(Add extra sheets if necessary
Including Thermal Mass(thermal mass type,covering,thickness,and description)
COMPLIANCE STATEMENT 4 fJ 0 -J15-- 1 5C?0A.4e-*— FaVTA61f.
This certificate of compliance lists the building features and performance specifications needed to comply with Title 24,Parts I and 6 of
the California Code of Regulations,and the administrative regulations to implement them. This certificate has been signed by the
individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in
multiple orientations,any shading feature that is varied is indicated in the Special Features/Remarks section.
Designer or Owner(per Business and Professions Code) Documentation Author
Name: 1`'(Iler-- Name: t—AIK—e its'a-'rgl�P
Title Tirm: k A:QTR mG ltZ6(J P AILD+ A ,I rf�TS Title/Firm: lc rum P G P_oL)r d 2GN i T—GT,
Address: ! I/71 f IAIIfa St. Address: A
GI•rY ezt;; G -L CA 154G(.3
Telephone: (prjC2 z" a) D3 77 Telephone: ('0 iE77O no)
LIC.M: _S' I '7 FY?S
(si azure) (date) (signature) (date)
Enforcement Agency
Name:
Title:
Agency:
Telephone:
(signature/stamp) (date)
July 1,1999
MANDATORY MEASURES CHECKLIST:RESIDENTIAL(Patel.f2) MF-IR
Note: Luwrite residential buildinp subject to the Standards must motais dwsc measures teisrQkA*(the Mutpuswec approach sued.
Items marked with an tacisk(•)may be superseded by man ariaterd compliance eequkemew Sod on Ilan Certificw of • .
Compliance.Wbm this cb aha is kw-poratcd imo the pan-a doc—abM tba feawn nacdA A ba c, 11 ed by all pasties
IN minimum cydpooear performance spedliadom fa the mndatory waves whether they in sbowm dw bas in tae
documents or on this checklist only.
Instructions: Check or initial applicable boxes when cornpk:ted or enter N/A if not applicable.
DESCRIPTION DESIGNER ENFORCEMENT
Building Envelope Measures:
• {l SgaY Minbnwa R-19 on7te>s YuuW q PA
{I So@)=locae fdl inadaion mrulacttaa'a Isbekd R•Vahc s/
• I l Ac)a Mitiesam R•17 wsu irawkn b wood lbmtsd walls or s*&#akra UnIm b n-W Srnte walls
don rrn bbtaip mast•wM
• {i Sp(d):Mitiaaa R-17 raid hoar kmnlattiwn b aaaed 11ovs. �
omeb -w•v.tmptim r..maparn drtwx,w.rfrr.porm.m.ida,r.oe mo NA
0 PerwV.+,
{t I C lmulriwa apoellied a ieapaled a.eu iotwlation gltaAq•rtandrda ladinarc otw and rasa ✓
{11617.Fenesonion Noducm Eneriv DOOM and IQn1VK aR!• h"K;m Comols
1.Dons and windows be mi coudlakned and a to deiamd Vows drsipW to fink air inbse.
2 Fwacw3 m podws(acept ficWObkaledjhnw label win om&W LPY mtifiod Solar Het Clain
Cad&ien(S11GC),rd W1111YAWn yrlir"IML
x lbacrior down and windows waehaseipped.aA joins and peomriau nwaad and aealed.
1150(& Vspv brrien wA doM is C)imw Zones 14 and 16 only. NA
}IM*Spout bfitimicn ban is Mulled b cam*wM 9 ul mats Ccmmimim gaftmrdrda NA
}ISc(e):Snuaitrion of Faspuocs,Docvnire G+s Appli+nwa and Gas Loy.
1.wwnp•and Davy-wk frwPwm Irv-:
s Clotcabk meW v{IM d—
t.outride W intake with damper w wonaol NA
r.Flue damper and wmal
1 No mewimwus btming tu Pilo rsnu allowed
Space Conditioning,Water Heating and Plumbing Syilem Measures:
{1101113:H VAC equip W-.waver hetes•dbwerbeadt rd fav mi u ',r d by dr Cg iuion
}ISo(h)Featinp arWv[ooliK loads wkvMed b aesoedartce-M ASF(RAE:SMACNA or ACOA. Nle
f I Spiy Snbet tktmoar on sr1 apPf cable hotiea aMnv ondi�rymemcNA
f t)o(b►ipe and W*inwiWion ..
.: 1.-amps ps wtur hewn raed widt m E—oFactor let.Ow CUA mw be au nWly wrapped wM .
ir-Waon h iq m k"Icd dwtwat newnrty o(R-I)or puce.
7.Fla S fM olptwa rloatw a worn Meer tnik.ron,awcicvY:nta aJaanu,intelaad(R-a v pwrar)
7.BwWr ttnks far rdr 7>rA W11-4 na.ee aatla.v athu bdaas lea watr lamb true R•17 anrrrri `/
irsulaiony R•la otcwbyted:tuttrnYatennl irrsnlariaa
a.AR lv.m1 v eq'nad pip:r�betubed'w nerirduL+A ttrttlam KM w>Itet pxat.
S.Cowtiie gronw pip:%tcsow Sy F Lmtelaret
A Iy:K iudatrd I:twys Maiwe tact-ad'olaettt►a wsaa cwt
Ju17.1,1999
MANDATORY MEASURES CHECKbIST:RESIDENTIAL a e 212x2 MF-]R_
• Note: Lowtise residessW buildings subleet b Ibe Stsrdw&mu12 eonu.Se Ibete tterRstes
Items marled with an asterisk(•)may bt superseded by man mgtdlrss ta<tbe ouoDTuna appsoab tacit.
Compliance.Wbm this dwULO is 6carpau d but,me —A—m itismems Ruud an Lase cawk to of
u menimtst12 eanpaetmt lxuft,rmattce speeificatloru for the h the features now shill be consWered by all ps eLks
^pastae IIS or a this checldit only. so,mwres srbuSer d,are:60-12 ebewhese In the
instructions: Check or initial applicable boxes when eolnpleted or enter N/A ifoot applicable.
DESCRIPTION
DESIGNER ENFORCEMENT
S cc Conditionln ,Water Neaten and plumbin S tem Measurm: m12tlaued
IAm):Ducu and Fara
1.Aa dura and pkm—oostmuaod,itm+ikd.muls,4 9nawd.and sakd X
W
omtgy arkb dK 10901997
UMC amiast 601 and 60:dutu io W,,d b s sbdn i0mWW A42 s bas eaelosa0 9 S-Idris .
eortdstianed tpsea 0pea:ya sMa M sled wih stoic,tape,eKtosW Nab"or odw d.ss domes
dmtttmftapplkabktaldtanecnof1A.111.EL111A.orUL1t18adodw n>� ✓
stab for low iq Li v i Il*.)- aP9'ret�sped
2 EsMut:fan rivarn lane back dM masanuie danpaL
).0nrby we8r{er systemssmiry con5lonof quo h"eah"awomsk or mit y aooadple,mW"ttr
1114:Pool and Spa Headnt Systems WW Equtpnas.
I.Systaa is ratified wish 73%mamd etr6ff&7.onoRsni k weWerpmeepm pt
iwaualom m electric sasstarKs Mabry and mpskt fqk .
3.Synun is inmlkd whk NA
a As last 36'ofpipe between Aka and huts 6r latae wa bm6 t.
b.C&m for oUdoayook or ouW*w spas
3.Pool system Ira dt eakad Inks:std a cFwWim punp time swb&
;IIS:Gas fbed antral Artnora pool heetas.Wer baser:W hoosdatd mokitt appiiaroa ban eo
coot' 'humin lot B fEv ion:No"kca i raises vekh <130 BtuM ✓ .
Li htin bleasurts:
Lu kWm forS-aW AthGnt to khdKrs dol love I—ps with m c fKay 01`40 An-sh.wp or
Ower for Worst AW ins in kitchens,Thu ptr"W A1hirt stun be cantrohd by a switchcc a readily Volwcewbk Ii in ro
ead I Is r-Vwor to the kitchm
Iof00 l2.:Rooms
it a shower or bmNub must cWw hne at Itso one htmsuse web kmp,teidt an dfKary
attowtd in 1 t13. a iwvched a eht meance to tM mon or ons oftk shermives b Nit taqueums ✓
30( rettssed ttilin figures rrt 1C r—IN on corer
July 1.1999
< I IN 01 t t 1-1:10 INO LONTRACI'Oli INFOIt1IAT j
-nl III 1\I'DINItilu\ It I'.Ri�IH I • t
�--
_____ Ill 11.111\,i I'I.N\II I I\I r,
.. li ------ I1(I\51.I Wu\I N A('IUkIII[['1_'it AI ION Job Description
- Hari 1 1 m..1- ilhl I
x.mG
V,01
,1 k 1 I,.c 1-u•
\H Ill lla r..DI[1 TNAll
I I I ,1-l„+I III .Ja,I II I
=p I. 1-,..l i•1-. ,1--
I1\\\I N n[II.Dr:N UI.1I\NT[I)N
—_ I!, .Jlxnr Ih,l I,r r atngq Inau IIK[x 1-r,
n.m, ,+k n o I.,crr+r If
—_ ,al.�w •... -,II.['lluxm�+.,IW I•nd .[' nn>.
— w hr,i,..1-,u[,�.,ryr�rxl m,.l„u•Im.,allc,.inll,rrn[,Jc,uxliWr,1-x rcrux un.,Irwxure
=- ir::r;..il.:,.u..,.,c.I,,.r..luun lht,iry,l,„nll,x.mn lvnux l,rh4•,+r[nc.l,lalrnxnl
-- h., Jp,n nx'rr:xr+ra,n„dn c,musl,v.lumr'I w,clxga.•r9 Sy.FL Floor Area Valuation
rr,a[+ .,r,xk•I
r Ih,l�I:an:, -,::1•I Itu'rclr',•r,,1ix1 IM'M1u+r,1-:n 11x•alkLtJteacmpum T nti.IuLlu:rr
„o,:rrrh,.xll,xal.,rill+Wrn=Ian :rrrli„mx,,,r.11r•I,xl°
APN Number Occupancy Type
,.1 u..,,u,•„i.r,li,t nunJrrJ J,:IIar.14'a xh
x4J u k\ nuJ
Required Inspections
Nu,n null to+.,n+Ilvk,IM Gmrrsxrix Lx'cnm lex,Aac mN,rry lu,n
,.I I.0 fin.11tIu Iwll.l+ur irnlnuacn Ilu•rc.m,xrW wh„J,v,,u<h xur4 himv11
lhn.w.n,xrrl,ntn.,mW[rwalxltmk,l.. Eitt ! rIIIEUhtI flgi
,,1-J hn.,I. If.L„w ocr.Inc MIJ,IIpN w IiIWI41lcnl ..11J wr,nin n,n•)Wild of
urrl.r .In... rhuJ,ltr will n.ut llw•hu,rkrr of l,n mR,hal he.hJ mx nurlJ,n
I .,nrl•:n K,a.Jt r. iii litJ-
fr`i r, ,-Int pn:p 1-n-,mn aadum dl unnrw1lnR wnh h,,—d nnnrxnxa m
w I ♦ ,kJ Muxm<,,mi Nult„ram Oil,I IM Caml,ulur'. t t't , f t•i 11
I,� 4�1t,x4 1-'I. rna aAmq.<,n1jwlx,'hu,lal,Ir ngrtn to lMrmn,. 1 i,..
1,1, . ,.nlrlr„It.�,wrrh,� ,I,I„I 1 h,[rrKa rvr nam to ma !L'` •1 U�I li ii' 11-1 d ,
•„i",:I:,...Ir�..,i l.,. _.-----------.aerc 1-,v rni.,[,.a I47r. .,VI it-1' 1If111
xl
ow,wr _--. -.0„[, 't'),-• I4II t-III I IIt11 11 1itNIIIIf
- \51H1[t K'c osil'[IIAIION IILCIAN:4aN)%---- ,•Il i:E II ¢_PI'I +it If' !i• , i it,I t i 1 l if
I Ltrcn,.,-film umin lrn,hy nl lwpupu oDhc lulluwing,krhn„°n. .'(� f IIt 1t 1f'f fi I ,1111' I I'I Il if
,'„nwm ..eN m tux\\M4cr 1'y)`, 1 11 If IIt I I if 1f- I I!•,1 ti I!I I I it 1
C. .idd1 hrc b)tion �a�r lihc lahnrc vk.hr Ilrc
Ix:.;�r,.,x.tnrn<�,rcu„r wnr,u ll:I,r.•rnmn„ J ,1-,lI it?i-11i'1 111 it II lir
•1h ulwIIr„nl:[nw [ [ r[[., I t4 Mh 5[barn ,ll,- 1f It, 111' IfiitIt"f-
ha I k l r M Iv f-=III h. 4 f h'h N.,r•nl,r
I Iv. ,. '( ,Ix, I - 11+iu> M1[' ,ll�• i,(tli±. tl i1f�_1 l vlilili
_ 1;7f (-1 tilti I'1 ! I Ia
( K1111 :\III 1-[,N[\1:\INISI 1\I\\,INAI.Nti
i [„\n•ncsvlu:v nsoRANI'h ii'J 1 :'1+i it
:I lu,•c.::.,n IItcJ n.n Iv„uurl,IcJ II Ib-I,cnxx i+lirt„m•humhc,l Jull,r[ 111 I i1 II i-1 it it
,1 {1 1'.,+ •1 i l I !:117
I, ilin II:.,I II nx�Ix" Iht xan4l:x xlmh Ihi,r,'„uIl 1.„\unl.I
.n,'.1-r,. xrt•I••.,„�II<r..,,r n r w1-,.w Ir.,xm,nnl„I h,m[N5a4[n `.l,. i!I�1 f I�+:, I
nn ul,rr� ,• ,
-.fie i .d c:J❑ nam - ____ _.__.___.
,o-'+ , f it-i•i,ls� VIII!
\1-1�I i ,111 \' II I 1 C h !' i�..tmry•,n./uu.Ixx�IJ
Iv,.�nx�.,,f•_.,rr.,J,vv,a1,,,[rxl^au,,,rnp a,+1-r 1-M[,Mxc,xk.rrxrmxa �I l'I I E I l f-It I J,I� 11 s l f!
t..::•-....il:,..r.ir'.,a:Ih,r1:1:I,ru.I.Iun+In lhr,rn1„I,hall M•Jtclmxl rc,u[tal I 1
t-I-III\I.1:\I)INIiAid:v('1-
y, i Il.:r.,•1,'xoln.xn�„�I,.r,,l„o„to,1-1.�nd�xr,ctm[r,.In,�p�narnrUx.[ .i I'1-tl li 1711;!
...,11 �•,,,n n,.a 1-J rat t1-
•_ � 1 er.c �11Y1 1 Ifbti 1--1 Ii It•f, 117 t:rlt- 7�,r
I Iii;I I i i 11-1 I ! 71
+. ' I. II. I n 1 I I r In,ry. �tt I rll II iil 1-1 li
:'
� - - .[,'• i 111111 rIP111-11i1i
1h,x r...li,. r,{,"u. It �i / —C/`
I I..)I;ksr4,.u-T1o�+w.'x n+M fill II sw.IxH\Ii
Issued by:
Dale -J Sr'
f Rc-Hurt's ,II
\Il kl\I 111 I hl kl
n W, ,kn,l a of Roof 1 .
wnln,rJ aWuw 1}'p
.,1:.. _
�•' All roofs shall be irlspecled priof'lt�any tddhh�'th8tcrial being installed.
N JUI•a Grp L.,w n1-Iwwo MuldnrR,xauPam we a•q.,I mm,..k.mc.x1,01 If a roof is installed sdlthouti fil• eollittaiitihy an inspddlidtd.Ingree to remove
i;,,,I,•r. \ all new materials for inspection. Applicant understands and will comply suit t
all non-point source regubuion%.
I b.n:r Int h.I c nd,u,+n rrJ,n',Inrtcnxnr.unac,Ch.lp,ar 641 4 Ill,
l-.I-I... �•Il�.:l:t,n, '•,Ic\ :[111 xm1:[[IJ 1 umkr•I„xl lh:rl
d 1`
Signature of Applicant D,uc
All ruin rucerin_ac to he Class"B”u1-hcuer
APPLICANT
1 S AAB C 0 CONSULTING SSNEE NO. OF
CIVIL & STRUCTURAL DESIGN CALCULATED BY DATE
1263 EL Camino Rea! Suite I CHECKED Br DATE
Menlo Park, California 94025
1 Tel (650)329-9219
1
1 ENGINEERING CALCULATION FOR
1 ADDITION & RENOVATION OF
1 HARRISON RESIDENCE
in
22015 CREEKSIDE CT.
CUPERTINO CA 95014
1 JOB # 01031 U-ne COPI
i
' MARCH 1, 2001
RE
h �
CE 46161 Cvm
EX 12/31/02
MAR 21 2001 CINL��'�`v IML
1
' i 1 JOB HARRISON 01031
e SAAB C OTING SHEET NO. 1 OF
DESIGN
CALCULATED BY DATE_
1263 El Camino Real, Sui+a I
Menlo Park, California 44025 CHECKED BY MRS DATE 02-14-01
Tel (850) 329-9219
' ROOF LOAD
' DEAD LOAD: SLOPED
ASPHALT SHINGLES - 6.0 PSF
1/2' PLY WOOD - 1.8 PSF
FRAMING - 3.5 PSF
1/2' GYPSUM - 2.2 PSF
' MISCELLANEOUS - 2.0 PSF
15.5 PSF x 12.65/12.0 - 16.34 PSF
LIVE LOAD: - 16.00 PSF
TOTAL LOAD: - 32.34 PSF
FLOOR LOAD DECK LOAD:
' DEAD LOAD: TILE do MORTAR = 19.0 PSF
HARD WOOD - 4.0 PSF 1 1/8` PLY WOOD = 3.4 PSF
' 3/4' PLY WOOD - 2.3 PSF FARMING = 4.4 PSF
FRAMING - 4.4 PSF MISCELLANEOUS - 1.2 PSF
' 1/2' GYPSUM - 2.2 PSF 28.00 PSF
MISCELLANEOUS - 1.1 PSF LIVE LOAD 40.00 PSF
14.0 PSF
LIVE LOAD: a 40.0 PSF 68.00 PSF
' TOTAL LOAD: - 54.0 PSF
r--
WALLS i
' EXTERIOR: CIAR 2 1 I�L�IOR: i
STUCCO - 10.0 PSF FRAMING 1.7 PSF
' 1/2" PLY WOOD - 1.5 PSF i GYPSUM BARD - 5.0 PSF
FRAMING - 1.7 PSF MISCELLANEOUS - 1.3 PSF
1/2' GYPSUM - 2.2 PSF - 8.0 PSF
MISCELLANEOUS - 0.9 PSF
- 16.0 PSF
1"
SAASCO CONSULT TNG SHEET NO _ __ OF----
1263
E ___1263 EI Camino Real Suite I
1 MENLO PARK,CA 94025 CALCULATED —.__ DATE —_-
(650) 329.9219 CHECKED BY CAIE
1 - SCALE
/ - 1
1
4o tco 522
1
1
1
1
1
1
1
1
MAR 2 1
1 1 , 2001 �
1-
1
„Lr �ril�t.
SAABCO CONSULTING Title:THE HARRISON RESIDENCE Job#01031
1253 EL CAMINO REAL Da9nr- Date: 6:F9PM, 26 FEB 01
Description:
SUITE”I"
MENLO PARK,CA,94025 ;'cups
(650)329-929 -
" u» w03 Timber Beam&Joist Page 1
�n 0403Ws. s13.0 im:9'P3, a a\� oxram hies\er�.J103Lecw-Caiculabons
1' 19a393 FNEHU C
Description P`AM#1
Timber Member information Calculations aro designed to 1991 NDS a ld 1997 UBC Requirements '
i BM pl
Timber Section i P01m:3.5
Beam Width in 3.500
Beam Depth ire 9.500
Le:Unbraced Length it 0.00
Timber Grade i use loot MacM,l
Fb-Basic Allow psli 2,900.0
Fv-Basic Allow psi; 290.0
Elastic Modulus ksi 2,000.0
Load Duration Factor 1.000
t Member TypeMan, 'Pine
Repr.tdive Status - I'� No
Center Span Data
.n
' Span fti 7.00
Dead Load #!ft',. 522.00 381.00
Live Load #Ift', —_----_----.— ----------..__.._._._ .._
Results Ratio= 0.4347
' —
Mmax Q Center in-ki 66.37
@ X= ft'i 3.50
fb:Actual psi, 1,260.7
Fb:Allowable psi 2,900.0
Bending OK
tv.:Actual psi, 110.6
Fv:Allowable psi 290.0
' 1 Shear OK ...
Reactions
C Left End DL lbs; 1,333.50
' LLIbsi 1,827.00
Max.DL+LL Ibsi 3,160.50
@ Right End DL Ibs1,333.50
LL lbs 1,827.00
1,827.00
Max.DL+LL lbs 3,160.50
- - ------------------------------
Deflections -
Center DL Dell in -0.041
UDefl Ratio 1 2,041.2
Center LL Dell in; -0.056
UDefl Ratio 1,489.8
Center Total Deft in -0.098
Location ft' 3.500
' UDefl Ratio 861.2
' ! MAR 2 12001
i
JOB --
SAABCO CONSULTING SHEETNO L_!i of
12,,3 EI Camino Real Suiie I DATE
MENLO PARK,CA 94025 CALCULATED BY__
(650)329.9219 CHECKED BY DATE
SCALE -----
rwrst rZ or Sheat ZJaP�,:;_
X_ 06ectcn ,,-
Force-
Force- - 24.57
Shcaa•Pa rce = 24,57 X/0.7 — 6'14. 25
40.0
�orcc 6/4,25 t 15,0) r 71606.9
70)U/ltc� �o/mt 4606.9 . 2/9,4
' N,0, : 2/9,4 X 9,0 = 1974. 4 2
SW2 .
rce SF-2 Gj 3.D(o
' Unti/ �orcc S57rj3•6WC/?.of!'3��.5) = 2q�0•
N•D, = Zglo.'7 1 X A o = 2&70 /JND 2
MAR 2 1 2001
v_.
1
' JOB
SAABCO CONSULTING SHEET NO L_ ? of ____
1263 EI Camino Real Suite 1 _ -
MENLO PARK,CA 94025 CALCULATED BY DATE_
(650) 329.9219 CHECKEDBY DATE
SCALE -
«vzca
25.0 X5.5,.,30,o XiS, 29,75X/,5 , 275XZOF 23 2,62
28.5* 28,6+i0,75t 21.75+ 39.26 = /79. 25
' = 12.0 f /3,5* 4,75 t 50+3,01. 2,0t8.5+10.0+754-6.0t 4.5412,5=83.75
' WihGl �rcu5:_
' X_ 39,5 (Z° +_ ,0 45 x 5.5 = 344,0
' d,�= ,50,5 (Q°f _0 f/.5 X Z6 = 4 39, 75
door arca :_
50,5X28,5 f 26, 75 X/0.15 = /726.81
(�4AR 2 1 2001
JOB
SAABCO CONSULTING SHEET NO
1263 EI Camino Real SLlte I DATE
' MENLO PARK,CA 94025 CALCULATED BYE__— -__
(650) 329.9219 CHECKED BY — DATE
SCALE ------
• D
aeca
' = 3/,5 X 53,5 y 29.75 X!/,0 = 2012,5
Ex E•
w a A
e = 50, 5+ 28,5+ 23.54 //•0+26.75+ 39.5 = /7A 75
rnt, wa/Os:_
' = //.5+ 15,0.s 2 A 0 3,0t/O,75t A5*'FO+
+ 20,0 / 3,0 f 5.5x2 f 2,54 6.5 + 8,5+ 9.5+/4.0 15.0+ 14,5 +z.5
z31. 75
86.52 X
' Y_dA:ncc&on 50,5 (,0)+ 55,0 X 4.54 (3875�42,75�X/,5 5/0,5
1
1 S A B v O CONSULTING JOB NO. 1031 THE HARRISON
CIVIL&STRUCTURAL DESIGN SHEET NO. L- OF
1263 EL Camino Real,Suite I CALCULATED BY DATE
1 Menlo Park,California 94025 CHECKED BY DATE
Tel 650)329-9219
STOR PLAN DATA EXT.WALLS INT.WALLS WEIGHT
1 Y AREA U.WT. I WEIGHT LEHGTH HEIGHTU.WT. WEIGHT LENGTH HIGHT U.WT. WEIGHT ASSEMB.
4th 0.00 0.00 0.00 0.00
0.00 0.00
3rd 0.00 0.00 0.00 0.00
0.00 0.00
---1
2nd _201250 16.35 32.90- ---- -- --- -11.50- ---- --- -- --7.42- -_51.82__
179.75 8.00 16.00 23.01 231.75 8.00 8.00 14.83
-- -23262 16.35 27.98- ---- -- --- -24.41- ---- --- -- - 10.43 62.82--
Is!
1 1726 81 14.00 179.25 9.00 16.00 25.81 83.75 9.00 8.00 6.03
TOTAL WEIGHTS 114.54
1 Ce=1.19 Cq=1.30 qs=15.40 1=1.00
wind pressure= Ce'Cq'gs'1= 25.37 PSL
1 Soil profile:Sd (Cv•1)/(R•T)= 1.16 'W
1 Seismic Source Tvoe,A
(2.5•Ca•I)/R= 0.30 'W/1.4 24.57
Near Source(Na)=1.50 >>Ca=0.66
1 Near Source(Nv)= 2 00 >>Cv= 1.28 0.8 Z'NY I)/R=0.12 'W
T= 02(22)^ 75=0 20 R=5.50 0.11 t Co. is ;0.07 1'W
' 1=1.00
Z=0.40
_.I
LONGTUDINAL FORCES
1 story Wx hx Wx.hx Wx.hx seismic Wind(x-direction) GOV.CASE
s(wx.hx) Fx=r.V sum(Fx) wares w.pr, w.torce sum(w.F)
1 4th 000 0.00 0.00 0.00 0.00 25.37 0.0 0.00
3rd 000 0.00 0.00 0.00 0.00 25.37 0.0 0.00
2nd 5182 2000 103649 0.60 14.74 14.74 365.0025.37 9.3 9.26 14.74(E.Q.)
1 1st 6282 11.00 591.02 0.40 9.83 24.57 344.00 25.37 8.7 17.99 24.57(E.Q.)
1727.50
1 TRANSVERSE FORCES
Wx.hx seismic Wind(V-direction) GOV.CASE
hx Wx.hx
:.t.=
*(Wx.hx) Fx=r.V sum(Fx) Wares W.pr. W.lorce sum(W.F)
1 4th 000 0.00 0.00 0.00 0.00 0.00 25.37 0.0 0.00
3rd 000 0.00 0.00 0.00 000 0.00 25.37 0.0 0.00
1 2nd 51 82 2000 1036.49 0.60 14.74 14.74 11063 2537 13.0 12.96 14.74(E.Q.)
1st
12112 11.00691.02 0.40 9.83 24.57 439,75 25.31 11.2 24.11 24.57(E.Q.)
1727.50
. 4 I �crcl.t -�i over+
c. i t
IN LV�J
LAVI '
FN _ IHc� i
T
. 9 �s
c rou)2
i �
cr 3
6,6 41
KP)
Lill
4— (E1 LNC OF ROOF
� W4 t . EASE AT MAN FLR'1 _ - - bxb HO POST
LNF CY LMR FLR
' JOB
SAABCO CONSULTING SHEET NO 4-5 OF---
1263
F __1263 EI Camino Real Suite I
' MENLO PARK,CA 94025 CALCULATED BY DATE
(650) 329.9219 CHECKED BV
DATE
• SCALE
5kl3 A/p,f f{l- TK�S TI M
dl .25 (i2_5 } �ZD>= 75 2>,5
' aod. brce- 7524.51349.91
(�2,o f 6•o f4„5� a
' N.D. = 349.97xJ0 = 3/49. 8
1
' fo rcc- 6/4 25 (/z� 337F1.4
' �o rcc/woP� 3376,412 c MY,2
uqe Sw a2 x9
6
I
,I,' MAR 'N
1 JOB
SAABCO CONSULTING SHEETNO L_B OF
1263 EI Camino Real Sure I --
' MENLO PARK,CA 94025 CALCULATED BY DATE__
(650)329.9219
CHECKED OY DATE _
' SCALE _
Y- c�ctcan .-
�brcG
' sheat lone,r 24.57X/0 _ 486.5
florce� 486.5 �PQa) wg:"a p
' cunY-, o ree !,865,O/�/G S) _
h/0,= 2944 X90 = 2&:5+ 0
e
Force = 486.5 ( 34.5/z� = g3Q2
' Wil- hrce s 5512/ �4g3.(5 <
i (i0,5f 6..5J
t
SAABCO CONSULTING JOB_
TNO L= _�_— OF
1263 EI Camino Real Suite I
MENLO PARK,CA 94025 CALCULATED DV DATE
(650) 329.9219
CHECKED DV DATE
' SCALE
' /3. J6.0
�orce= 486.5( 0t 7054.25
2 2
ttmd/�orc�= 7051. 25J/2'S) S 542.4 O
542,6 X R4 4893.7
' Arce s 4k6. 5 (15.332} 3-7
' ani/-Arce- 3-?290/(!2 } = :3 lo
to x go L.7 �yoz
ViAq, 2 120tH l