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00080084BUILDING DIVISION PERMIT OWNER'S NAME: LICENSED CON C"[ )R'S DECLARATION I hereby affirm rlw 1 am licenud under provisions of Chapter 9 (commencing with Section 7000)olDivision3of the BuaincasWPoiiessiosC andm iceme is in full force and eRe Lice. n clan Lie. g Dvu Contncmr ARCRlllt, use DEC TIO / I understood my plans shall used as per he retards li<emed floleaaioml OWNER -BUILDER DECLARATION I hereby .(Sinn Inn exempt 1 am exempt from she Commis Ce : Any C law for the following mato.. (radon con L5. Business and Pro. denuali Code: Any city as county which requires a permit i ceanwct alar, improve. permit fie a sir adyed t temmc prior m its censed p duns to the the applicant for wch pwdt mice • signed Chapman that he in licensed pursuant m the provision of de Conmi.a License law (Chapter r (wt he is ax with Section )008) of Division 3 of the tied Iso and Profess, m Code) or Soc o is eumpr therefrom W to beer !ea the illeged eumpnt to Any, violation of Section 703. by any applicant fm a permit subjects to applicant m e civil penilry of rot mom Nan live huplcre dollen y employee. Lmownerof snc dopenyor my ernmendea with wage an txi.(Smcmm1.But n, Will dofesion, and Coto The ismminmnded Law does Wapply to es. Buvmv pro property who ll& or iIbe Convacror's Licene Law docs trot apply s lf owner of propcny who build. m improves North, and who dose such work himself or or ped for his own ow.se cn, provided thin such improvements w are ON intended ea offered for owntef,hower with Wildingorimprovement is soldwithinnot yevofwmpletfor the poncr-W fiber will have the burden of proving that he did not Wild m improve for pur- se of este.). I. as owner of the propcny, .m exclusively connecting with licensed contrast. so comtruct she project (Sec. 7060, Business and professions Cade:) The Conuxm(s Li- tems Law does eat apply m an owner of property who bund. or Impose, thereon, end who convects for such psejecte wish a commicho snicensed pursuant on the Conmcmts Lt., Law. ❑ 1 fun exempt under Sec. . B & P C for this create Owner Date WORKERS COMPENSATION DECLARATION 1 hereby affirm under pwdty of pe jury ox of the follnvoll decleratiom: j lhavemdw,ii .inW.a CcnircanofconaenuoaelGinmrefmwmkee.Compen- ufion, as provided for by Section 3700 of the labor Code. for the performance of fine weak for which this permit is issued. ❑ I have W will maintain Workers Compensation Insurance, m required by Section 3700 mile Labor Cade, for the pertorm urea mthe .,it for which this permit is issued. My Wmkers Computation Insurance tender and Policy number are: Cartier, policy No.: CERTIFICATE OF EXEMMON FROM WORKERS' COMPENSATION INSURANCE (This section need not b,conplened ifte permit is feauoc (5100) of lets.) I cenify that in the performance of the work for which this permit is issued, l shill and employ any person in any manner ss m ewme subject o thc Woncre' Compen- amion Iews uf4Wifomisi AplNicant Y1/h— e 4 NOTICE is PLICA , fuer n , N t of Exemption, you ushould most become h m �t to the oner'e Compensation provisions o the labor Code, you most forthwith comply with such provision or this .it slWl bo deemed revoked. CONSTRUCTION LENDING AGENCY 1 thereby affirm Inti there is a comvuction lending agency for the pnfunutnce of Ne work for which this permit is issued (Sm. 3097, Civ. Cy lenders Name lenders Address I cerofy thin 1 have read J application and suss shat Ne above infeamatim is wren, l agmc m comply with all city and county odimmm and sum laws relining to building <otmection, and hereby audience representatives of this city m enter upon the above-mentioned property for inspection purposes. (We) agree m save, indemnify and kap harmleat she City of Cupcnino against babilitin, judgmems, emu std apnus which tuty in any wry attme age. said City in consequence of the grmmig of this permit. APPLICANT UNDERSTANDS All)WISI. COMPLY Will If AIL MNG7-I'UIN/' Will the applicant or future Wilding occupmt store or handle haaallom material a defined by the Cupertino Municipal Code, Chapter 9. 12. and the Health and Safety Cade, Section 25532009 ❑ Yes Q No Will the apphems or future Wilding occupant use equipment or devices which emit haurdom air contamiutnu as dewed by the Bay Arca Ah Quality Management C] Y. ❑No 1 have mad the harmdws materials requimmenu under Chapter 695 of the Cali - health & Safety Code, Section 25505.25533 tad 25534. I understand dial if the y dao ria curscn ], have. enam, On. it is my responsibility m msify the demponr nquinerrenu Which must be met prior to issuance of a Certificate of Occupancy. kCTOR,dNFORMATION: SANITARYNO.O YJ9 We ❑ 08/1 RULDING PEI Job Description HVAC �y Sq. Ft. Floor Area 204 —UNDERFLOOR FRAME 301 — ROUGH PLUMBING 303 — ROUGH MECHANICAL 304 — ROUGH ELECTRICAL 505 — FINAL ELECTRICAL 507 — FINAL PLUMBING 508 — FINAL MECHANICAL 51.4 — FINAL PUBLIC WORKS Re -roofs Type of Roof All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection I agree to remove all new materials for inspection. Applicant understands and will comply with all non point source regulations. Signature of Applicant Date OFFICE All roof coverings to be Class "B" or better Me-414-IC- if ✓4C---, SJ��Pi�lb �n�i 2 jQ v1<2 STRUCTURAL CALCULATIONS for Shopping Center, A/C Unit Prepared for: Yamaoka Properties 5936 Gleneagles Circle San Jose, CA 95138 Prepared by: AUu 1 1 Luju INLINE ENGINEERING' 990 Industrial Road, Suite 202 QPOFEsIS: ►oyq San Carlos, California 94070 Q p �ENy �Fy (650) 591-2700 y - `= YAMA0004 'no "'. cogen > d EV. 30 Sept. MM /+ Jul 13, 2000 sal cnn� ��Q FOFCM P (j fI-W INLINE PROJECT yAHA0o0Lf__ ENGINEERING SHEET NUMBER OF_ s . INC. CALCULATED BY ;ZL DATE -7- 13'00 -- DATE 990 Industrial CHECKED By-- ai Foao. Suite 202 ---- - ---- - - --- -- - -- San Carlos, Ca 'forma 94070 " r " TEL (650) 5912700 • FAX J650) 5912777 1407E ._ y -�.� (P)L,70 CUPS f ea f- (N) PAZ-' 'lo lE)GI-b,` T4QICAL 4 PL++cGf w/ U48 J cd pLacFIM - AS SNOWI-I V` m 7 N :x r t�o-res I• GU�gr �Ll1SHr.lG AP.) WA•TE.e YR�OF'�C F,y co rrg Aejo2 Z, (�UvrBE(L� L.rSE � DPS I {Oe- 4x12 �¢.ESSuZE 'TT�+'FE� phi 1 {o2 cNg-Ss J. VF- 9-1 F-/ I-yIS­"Ip" CoI-IJrito4S AE7E2HrNl; (b)4-4ry Ir- Fr e�D J � S T N (E) yx/Z DFiI C.e'-Cr y j4,,cEoC I,,FiM /.CC, r y&ca rptj�-TIRt- C.10RMSM)G0GRID.%IS - (14) 13/6F Y l(olr L V I - 6C4 1 co N a1 &c l 'fa CE)�iK 2 WIT4 (Z) .. 1Gd NnnsC 12''of. J (E)'+xi2 L�t1�,zNr� e Ir- Fr e�D J � S T N (E) yx/Z DFiI C.e'-Cr y j4,,cEoC I,,FiM /.CC, r y&ca rptj�-TIRt- C.10RMSM)G0GRID.%IS • INLINE PROJECT ENGINEERING SHEET NUMBER _2 _._.. ._.-. OF__.. - /I INC. CALCULATED BY � L DATE I 3 c -. -- ' CHECKED BYDATE 9901ndustriai Road, Swte 202 San Carlos, CalAornl 94070 NOTE TEL (650) 5912700 FAX (650) 5912777 ___-- —.- ---- --- CAF0RMStL000GRID. XIS /I fA I C 9-04l. A" 14 PLAa f�2 �Y SCoGXIJ(, t 0 C A? t cr-( - CN E'A'J vroE g Louc 1-76 BEccw GvRB- GLB BEycjo n sE�T �ot-I T. CAF0RMStL000GRID. XIS 3 COMPANY PROJECT Inline Engineering Inc. Yama ' Industrial Road, Suite 202 Plaza Portall Pla Wo o d Wo r k s�0 San Carlos, CA 94070 Rool Mounted Mechanical SOrrW'Aar POI WOOD DISIGN (650) 591.2700 July 13, 2000 14.51.48 Purlin Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) L3ad Type Distribution Magnitude Location (ftJ Pattern Start___ End Start End, Load? 1 � Dead Full UDL 96 No Live Full UDL 160 No 3 _ Dead_ _ Point0.__�__ 30_DD_.—,.___—_. No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS: 0' Lead 1194 Live 1600 Total 2794 Bearing: Length_ 1 1/4. __ ---- -- Lumber -soft, D -Fir -L, No.1, 4x12" Self Weight of 640.85 plf automatically Included in loads lateral support: Top- Full Bottom- @Supports Load Combinations: ICBO-UBC 20' 1194 1600 2794 1-1/4" This section FAILS the design check eaaea WARNING: This section violates the following design criteria: #W Bending Shear Deflection SECTION vs. DESIGN CODE NDS -1997: (stress -PSI. and In) __ Crite ri_o_n_ Analysis value Design value !Analysis/Design __j _ Shear fv @d - 97 Fv' - 95 fv/Fv - 1.02 fb - 23841 Fb' - 1100 fb/Fb' 2.17 Pending(') Live Defl'n 0.82 - L/294 10.50 - L/480 1.63 I Ictal Defl'n 1.79 L/133 0.67 -L/360 ADDITIONAL DATA: FACTCP_: F CD CM Ct CL CF CV Cfu Cr LCM Fb' 1000 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' - 95 1.00 1.00 1.00 (CH 1.000) 2 FcP' 625 1.00 1.00 - E' - 1.7 million 1.00 1.00 2 Bending(+): LCN 2 - D+L, M - 14668 lbs -ft Shear : LCM 2 - D -L, V - 2794, v@d - 2545 lbs Deflection: LCe 2 - D+L EI- 705.97eO6 lb-in2 Total Deflection - 1.50(Defln dead) + Defln Live. L. -live S:snow w -Wind I -impact C -construction) Zdead I A11 LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Pur[in Wood Works® Sizer 2000 July 13, 2000 14:51:32 REF.CT 1011 llbsj Ma: mum... SHEAR [lbs] +v max: 2700 -V max: -2700 LCN - 2 BENDING [lbs -ft] N, max: 14200 LCN - 2 DEFLECTION (in] Max Live: 0.82 Max Total: 1.79 LCN - 2 2794 "<794 zs— — — -------- --------------- - ------- 20' INLINE PROJECT - ENGINEERING SHEET NUMBER 5 —OF INC. CALCULATED BY �L' -.. .. _...DATE 1•f�7'�' 1990 lnaastr�al SOdo. Salle 202 CHECKED BY DATE HEC San Carlos, Ca hforma 94070 NOTE TEL (650) 5912700 • FAX 16501 5912777 ._— _.___ ---------------------- --- - - G�+ec� Cr;) 4'xIZ W 7�0r M� 25fo�i'�zo)Z + Sb�L2o) = 1�1rLoa 25(oA/I f,- I -{,z.j 12"', = 23 I D psi V o G � J-yv 1H- = t, s -r (S 12.0 56) Too 111 0- k 391It TFy Drill j 4,Zoo y (2 = 1243 5 1 c— - �r5 y'2) -1 8; y(111,(c TZ11 br-91 Fb = I`t1Zy ., 12 c 1041 > 100 3r B • Cs-) 43,9 I3/q"lf 1`r MicCoLLAM 1'AI.�gJ" 157,(,Co i Ilf1zco OV-! SlG' ilth7 PA(,c FJGL A��AJAQL4 �n�u6 AL�ori = 53z0 l�1SE 13��x lel, NI t et2.e�t,�fjn C. \FORMS'%LOCAGRID. XLS I F 13/4" 1.9E MICROLLAW LVL Annwe Rl r nFtlG1J PRAPFRTIFS finn'K IneD ouReTlnw) 1.9E MICROLLAM` LVL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 118,750 psi Modulus of elasticity E - 1.9 a l0° psi Flexural stress Fp - 2,600 oil') Compression perpendicular to grain parallel to glue line Fu-750psifll Compression parallel to grain Fra - 2,510 psi Horizontal shear perpendicular S� to glue line F, - 285 psi J 12 0136 (1) For 12 -inch depth. For others, multiply by d (2) Fu shall not be increased for duration of load. GENERAL ASSUMPTIONS FOR MICROLLAmo LVL , • Values shown throughout this brochure are applicable to Microflam" LVL used in dry service conditions only. is Uteial support is required at all bearing points and along compression edge at intervab of 24' on -center or closer. • Bearing lengths are based on Microllam® LVL's bearing stress of 750 psi. • Micmllam® LVL beams are made without ember, therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under wrtafned loads (including creep), ponding (poudve drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be doped for drainage or designed to account for load and deflecbon as specified in the applicable building code. is Tables on pages 4-7 include reductions applied in accordance with: 1994 U BC 1606, 1996 NBC 1606 and 1994 SBC 1604 for floor live Iwd; 1994 UBC 1606, 1996 NBC 1607 and 1994 SBC 1604 for roof live load in non -snow (115%) conditions. • 31i' memben are two pieces of 13:' Micmllam® LVL 51:' members are three pieces of 13/4' Micmllam* LVL is VW a 16' and 14' is 18' beams are to be used in multiple member units only. See page 17 for multiple member beam connections. / 1.9E ES/GN PROPERT/ .......... DESIGN FRdPERYSf S, s '.Ja dR' �� ti Ji1*/r .' ! , G r 7Yt '9x6 -91i . 11.iu .i� 16.1g•. MOME7dT(fttbt'] 1,125 3,555 5,600 5,885 8,070 8,925 12,130 15,555 19,375 .''SHFilkr(Ibi? 1,830 2,410 3,075 3,160 3,740 3,950 4,655 5,320 5,985 1M0 IN 24 56 115 115 208 144 400 597 851 it r WE1r.HT,(16i./1sr� R/, 2.8 3.7 4.7 4.8 5.7 6.0 7.1 8.1 9.1 1.9E MICROLLAM` LVL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 118,750 psi Modulus of elasticity E - 1.9 a l0° psi Flexural stress Fp - 2,600 oil') Compression perpendicular to grain parallel to glue line Fu-750psifll Compression parallel to grain Fra - 2,510 psi Horizontal shear perpendicular S� to glue line F, - 285 psi J 12 0136 (1) For 12 -inch depth. For others, multiply by d (2) Fu shall not be increased for duration of load. GENERAL ASSUMPTIONS FOR MICROLLAmo LVL , • Values shown throughout this brochure are applicable to Microflam" LVL used in dry service conditions only. is Uteial support is required at all bearing points and along compression edge at intervab of 24' on -center or closer. • Bearing lengths are based on Microllam® LVL's bearing stress of 750 psi. • Micmllam® LVL beams are made without ember, therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under wrtafned loads (including creep), ponding (poudve drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be doped for drainage or designed to account for load and deflecbon as specified in the applicable building code. is Tables on pages 4-7 include reductions applied in accordance with: 1994 U BC 1606, 1996 NBC 1606 and 1994 SBC 1604 for floor live Iwd; 1994 UBC 1606, 1996 NBC 1607 and 1994 SBC 1604 for roof live load in non -snow (115%) conditions. • 31i' memben are two pieces of 13:' Micmllam® LVL 51:' members are three pieces of 13/4' Micmllam* LVL is VW a 16' and 14' is 18' beams are to be used in multiple member units only. See page 17 for multiple member beam connections. / 1.9E ES/GN PROPERT/ .......... Cpec►c C TO 6t-8 +—, x P -F -F• PLn«rs sy INLINE PROJECT JAMAO�Y✓L{ .-P.^.- 7AL- i3-IT-4r� ENGINEERING SHEET NUMBER_ _' ,-- — _ _ - -_ ___ OF to PSF n Zol = INC. CALCULATED BY 1 .lam DATE 7 -IC -C= CHECKED BYDATE d 9901ndustrial Road. Suite 202 IOCYf�F C�OJ p = stoo G X = San Carlos, California 94070 NOTE TEL 16501 5912700 • FAX 16501 5912777 —---------------- - -----------_.-._. .___..__ Cpec►c C TO 6t-8 +—, x P -F -F• PLn«rs sy wee fF'-ED M�+KENZ4 /-�.1, A i3-IT-4r� W6�r+ = 38,5 vac GJ�,�_ to PSF n Zol = 2cc�/l rj d A= 59 y Za = IOCYf�F C�OJ p = stoo G X = �tq' HrNCE3/ ZY r4 6 � d Smarr �� 3 W' 4� J b: chi s Z (E) 1 '� 2`I3�8 �O�D S12b1 GA�Cu1,nTE SeGTlo.l ?R4'ER-Z�CS� g: -7 (Zit. 37 s )Z = 6 9 3 1 X13 L = -7 - (VA Sia = �,`+4� ' �y �1 12. -) �tb= Z4r'oQS1 � 0.9 k2 �{ I•p V 1.0 V (•l7 Y Ir0 Y /.O y1.0 YI.O: Z35% G+- �'Gv,CH,CTrCfrCv,Cp,,,C�t PSI ��� = Iqo v Inc = 190 Psl (+) 'b c yyooyL 0-%%kS = Soz8 X51 E c 1•`6 t� Psi C. \FORMSLOGOGRID. US WoodWorlm@ Sizer -SOFTWARE FOR WOOD DESIGN Gib WoodWorksO Sizer 20000 Aug. 10, 2000 17:23:06 9 SHEAR -[lbs] .V ax: 10419 _V max: -9781 LC# - 2 SENDING [lbs -ft] -m m..: 103560 L 4 6620 DEFLECTION [in] Max Live:1 06 Max Total: 2:27 LC# - 4 23 54 svm I • INLINE PROJECT DC,g ENGINEERING SHEETNUMBER 9 OF _ - INC. CALCULATEDBY R(_ DATE q -10 -Ca 990 Intlust,,ai Road. Suite 202 CHECKED BY DATE San Carlos. California94070 NOTE TEL (650) 5912700 FAX (650) 5912777 ST R -ES S (.i-) Fl, = 1031S4101it lel I"lg3pSf 4 Zo28 PSI 4483 t0 -fIZ = �(.J 1 Sf G 7.357 Or - 6 `► 3 Fv = I,S (o_K. 17�• � (E) G f$ L5 #.01✓ Q..I nTt I C ,FOWS,LOGOGRIDALS . ►_ bowl I folds. "A" A "C" oo un property cwt. udg. "A"u,soo q.u. .Q IT F—u O' - Now uy. Y 11.f0: q.tc. h- 1G l�M _ t•_ r 1 ,}3�1%MtMC1+1`1' //�� flied. suctrolior to M solltioi as required *ad inotallod Tom 32.155 e. _ to coat. bow. ft. of (8). ocupday t2 zas ... - 1s.i11,�Ls '.1w A" C�Tx►t lz• on Gall pat On=&* pertlu-M 301-100 I.P.S.Gall Type of Coastractiea X-1 ....... _ .- .__._ .. _... _. _ _ .... aawted at J-OrAXr 7yp. of (2). Asn a'.PL:r�lr- -yr• �� .red..... . 41011ahle at" pec Table 5-C 1.000 q.tt. Now regio" soffit light fistere "/TAR" #11420 1000D. NJIW edtt as. law. Tip. of (37) _ ...t .>r>~a . gym► . _ 1� . ar+'Iss. Add 502 per 2 side separation loc. 501-1 �...--. _ ._ _,, ...._._.. �1 All light futures to to "os" by photo all sed '•off" y tsar clock. Provide ds. par" lot 50>< Of 1.000 " 4.000 12.000 q.ft. 4 "� t(S 41" tSB lighting M/tine clock. 01 Triple the we for A.P.S. 36.000a.ft. �' _ �• � ... • - -- W/• "S" as sen property 22.135 q.ft. Type of castractios 41-1 A11ow"Is aroo per Tole 54 1.000 q.ft. -- - — - ,. - :.•t. ....._... . idd 502 per a ata soporaiaa SOt of 1.000 • 4.000 12.000gdt. Triple the area ter A.P.S. 31.00oslat. Asim Fire ssperatiss rgeirai he- - - -- rc _ ._:cUMATOM Qpivs.. 3P t--� �r 7, n I W I iAd.W I :w 01" Need Mi w"a1M■ w II IIr111Y"► rd w i41M�111da . =51=1•I a �``l 11� . � - � K �:-IISY •". I SKIGMWAP 44 •f p / "i' 'li� '•iw:./ i��!' •.77f11 �•�`�•�1���(R.j�r,: e] -W\ ��}},,4� .: ,,�' ,� �:lA, '` ,, , . •t • .. • • • • � epi "• ��a�� #' f'"►' • x•0.1 ���t'o�,•1ji F /•�• �• i �a1 1- _. 1 a2 ia1, A lI11C �' '' W •` ' If , _ i. �'•_ S ', . I�ih a eo.•�i� enls 2NN, �11111��11111111118 ���l111l�/ 9! 3 ,5i err r�1'9�Ask — – -- - c / 1 IV. 11 �111111111�i , lingo : � ILII 20310 1 0 11 0. 11 :I, I 111111 II�111�111111�� !� ���:� �i: ►'�� it ���111�1111111�1111111111r �; �►�������s�1�� :. nmn 6T -EVENS _C EEK B.o.ULEVARD. 6ITE f'4LA r"=moo` r.1. 7 717, I 31 77 1 _1 DENN_ U61c PROJECT ANALYSIS LAND AREA GA2. Acs •• . I 3q. Ft. BUILDING AREA: TO-Mi• sq. ft. 14mr. ftor t 4or 'i, N*W lbLcy> rk f?INJr _ 111I1.0 BUILDING COVERAGE �'• PARKING REQUIRED: • folds. "A" A "C" oo un property cwt. udg. "A"u,soo q.u. .Q IT F—u O' - Now uy. Y 11.f0: q.tc. h- 1G l�M _ t•_ r 1 ,}3�1%MtMC1+1`1' //�� flied. suctrolior to M solltioi as required *ad inotallod Tom 32.155 e. _ to coat. bow. ft. of (8). ocupday t2 zas ... - 1s.i11,�Ls '.1w A" C�Tx►t lz• on Gall pat On=&* pertlu-M 301-100 I.P.S.Gall Type of Coastractiea X-1 ....... _ .- .__._ .. _... _. _ _ .... aawted at J-OrAXr 7yp. of (2). Asn a'.PL:r�lr- -yr• �� .red..... . 41011ahle at" pec Table 5-C 1.000 q.tt. Now regio" soffit light fistere "/TAR" #11420 1000D. NJIW edtt as. law. Tip. of (37) _ ...t .>r>~a . gym► . _ 1� . ar+'Iss. Add 502 per 2 side separation loc. 501-1 �...--. _ ._ _,, ...._._.. �1 All light futures to to "os" by photo all sed '•off" y tsar clock. Provide ds. par" lot 50>< Of 1.000 " 4.000 12.000 q.ft. 4 "� t(S 41" tSB lighting M/tine clock. 01 Triple the we for A.P.S. 36.000a.ft. �' _ �• � ... • - -- W/• "S" as sen property 22.135 q.ft. Type of castractios 41-1 A11ow"Is aroo per Tole 54 1.000 q.ft. -- - — - ,. - :.•t. ....._... . idd 502 per a ata soporaiaa SOt of 1.000 • 4.000 12.000gdt. Triple the area ter A.P.S. 31.00oslat. Asim Fire ssperatiss rgeirai he- - - -- rc _ ._:cUMATOM Qpivs.. 3P t--� �r 7, n I W I iAd.W I :w 01" Need Mi w"a1M■ w II IIr111Y"► rd w i41M�111da . =51=1•I a �``l 11� . � - � K �:-IISY •". I SKIGMWAP 44 •f p / "i' 'li� '•iw:./ i��!' •.77f11 �•�`�•�1���(R.j�r,: e] -W\ ��}},,4� .: ,,�' ,� �:lA, '` ,, , . •t • .. • • • • � epi "• ��a�� #' f'"►' • x•0.1 ���t'o�,•1ji F /•�• �• i �a1 1- _. 1 a2 ia1, A lI11C �' '' W •` ' If , _ i. �'•_ S ', . I�ih a eo.•�i� enls 2NN, �11111��11111111118 ���l111l�/ 9! 3 ,5i err r�1'9�Ask — – -- - c / 1 IV. 11 �111111111�i , lingo : � ILII 20310 1 0 11 0. 11 :I, I 111111 II�111�111111�� !� ���:� �i: ►'�� it ���111�1111111�1111111111r �; �►�������s�1�� :. nmn 6T -EVENS _C EEK B.o.ULEVARD. 6ITE f'4LA r"=moo` r.1. 7 717, I 31 77 1 _1 DENN_ U61c PROJECT ANALYSIS LAND AREA GA2. Acs •• 3q. Ft. BUILDING AREA: TO-Mi• sq. ft. 14mr. ftor t 4or 'i, N*W lbLcy> rk f?INJr _ 111I1.0 BUILDING COVERAGE �'• PARKING REQUIRED: Total Oli Can DIST. RabTAI�1lA!'If' •' ' ,_,jam,;,. =&T. • k&1*A- 4• %0%0 K• �� i�tW - lliTi►il. a0 - PARKING PROVIDED: Total lb01 Cara. standard _,L3Ik Cealpact Si:.._ PAVED AREA: Total sq -Ft Cowray 'A LANDSCAPE AREAtiotal sq.". Corarag•- TYPE or CC u k(; :TION ' OCCUPANCr •- ... -,�_ ZONING FIRE SPRINKLER SYSTEM �. U.S.C. REFERENCE aw 6 A KOM i ASSOgYMtI1Nr•CCaa.. ntIlKe�vt1w1MloOaltt A.1• • ARCHITECT , NIIMII /Y ,A,.L�Yl�,�4t!t' .g' .• =3 OLD MKOLIFFM WAY MOUNTAIN VIEW. CA 940 t I•a19a 1 2 3 4 5 6 -F-T- -F gl g� 101 111 X12F X13 14, 15 0 1 I A I , NIIMII /Y 11l� t n oil ZI J til ` . I I I I I APPROVED IN ACCORDANCE WITH THE CITY OR CUPERTINO COOTS AND ORDINANCES MATE "—/ -- O p i 3IeNEU�i � � This zj,bt rtl" ' MST kep' ,r ,. nd it it un 1aMul I_ ry , , , n a'ItrNlons M sOmr r, , p m.ei,n from chr bu. G.nn .r ! f pe I,no. rho sism,i1, , n pealications I 3Fi41L tlul lie f or to be to O� 11'PrOvill of 1114.a n 01 am prnr itr-a• d Any C,'1 D A n+n • • . ; .w I Nrrlr M�rr� r/nraw Ff p"04me no I" dw Ill" r Ite M= 0 Q 3�S�d17< Qs12. �IMiT bF W`h�to �I rrj o�►-t C= wow watt.• I — — 4hAIo V YINWOUT Rod �`—�---�• —� 4A0Ila T QwovExIST.r L *0.110 Val IN celu►� E I�plNel.. )P *0.110 (N1 - NF-►�I 3-04,, �-o" Souvcnp . PXf V H, M. FY -SME. .j, j p dltt•I8T ' M Ned O © r ® r 1 0 A r,;-R7F/►LiE C G J -g T'YP• mw4wi mw -m N1r01..0 IN ALV fl ._....�� ; f4111 L 10 LO i° --------k•-------- ------------ �II , I, I--�i' E a'c wo?,r A ovE W col. MIJ 5BE I1TL I/Aq (31 0 E err lei z�.�!.s._.. - .�. _ Rr�<►.� .sa�tt:t (•oGfrlo(� OIs ., �a A14 POR Lvc,4b;T1d tvpz�TYP I i glam. t. DENNIS KOBZA S ASSOCIATESI INC, "" ON E err lei z�.�!.s._.. - .�. _ Rr�<►.� .sa�tt:t (•oGfrlo(� OIs ., �a A14 POR Lvc,4b;T1d tvpz�TYP I i i ,t 0 J0� ntad. Cb5'9b 5 w�ao 0"w" K I.; DENNIS KOBZA S ASSOCIATESI INC, "" ON 10N' NIF PORTAL PLNZA A.I.A. • AACHITECT 4 5 8 7 e 9 10 11 12 13 tA, s i 2) r7I 31 I �I I 201N Olb k11001 EfIElO Nlvwo" s Ravwo" rY^Nr�io,� DR. R�RT NATV!'� �U�ICi'IWOI f.A. WAY kk xIMfAIN VIEW. CA 04M Fr0Fjc4m ,,,,,,,,,a NKVNN"" memo" 4 '"IIT r't`IPARTIAL FLOOR PLAN tAe'•I'-a' i ,t 0 J0� ntad. Cb5'9b 5 w�ao 0"w" K I.; 1 i I it 161 FT1 2 3 4 5 8 7 e 9 10 11 12 13 tA, s i 2) r7I 31 I �I I i ,t 0 J0� ntad. 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