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01050104CITY OF CUPERTINO CITY OF CUPERTINi _ N W SINGLE FAMILY DWELLING PERMIT APPLICATION FORM APN # Date: 369-01-029 May 15, 2001 Building Address: , 4113Y Owner's Name: Phone #: SME M CREEK APAIMEN B a C l i fi n a] kited (650) 596-5337 Contractor: License #: W -=b= Bidders ders 70088713 Contact: Phone #: Senior Prc9ect ( ) (650) 596-5337 Applicant/Contractor: Housing Mitigation Fee MIT= fUL ES= GUUP IIS. BPLANCHK Building Permit Info: Bldg Elect Plumb Mech Job Description: Residential: 3 s cry gage struchze Commercial: Sq.Ft. Floor Area: $/Sq.Ft.: 187,981 $51.64 Architect/Engineer: Valuation: &Im.$9,707,526.82 BSCBLVD Type of Construction: Occupancy Group: TS E I FR S3-gage/I-1 Basi M rsc/B-retail Qty. if Applicable Fee ID Fee Description Fee Group BTEMPPERM Temporary Bldg Permit BUILIDNG BCONSTAX Construction Tax BUILIDNG BENERGY Energy BUILIDNG BENERGYADD Energy Add Multi BUILIDNG BOVERTIME Inspection Overtime BUILIDNG BPERMFEE Bldg Permit Fees BUILIDNG BMITIGAT Housing Mitigation Fee BUILIDNG BPLANCHK Plan Check Fee BUILIDNG BPLANCKADD Plan Check Add Multi BUILIDNG BPLANCKREP Plan Check Repeat Fee BUILIDNG BREINSPECT Reinspection Fee BUILIDNG BSCBLVD Scb Specific Plan BUILIDNG BSEISMICOM Seismic Commercial BUILIDNG BSEISMICRE Seismic Fee Res BUILIDNG BSPECIAL Special Inspection BUILIDNG BSWIM Swimming Pool BUILIDNG ZADDCHG Address Chane BUILIDNG BUSLIC Business License BUILIDNG EPERMITFEE Elec Permit Issuance ELECTRICAL BELEC1000 Elec 600V <=1000A ELECTRICAL BELEC1001 Elec 600V >1000A ELECTRICAL BELEC200 Elect Svcs 600V <=200A ELECTRICAL BNEWMULTI Multifamily Res ELECTRICAL BREMBUSWAY Remodel Busways ELECTRICAL BREMFIXT Lighting Fixtures ELECTRICAL BREMMISC Misc Apparatus ELECTRICAL BREMNRAPP Rem Non-Res Appliance ELECTRICAL BREMPOLE Pole/Platform Fixture ELECTRICAL BREMPOWER Power Device/Apparatus ELECTRICAL BREMRECEPT Rcptl, Switch &Outlets ELECTRICAL BREMRESAPP Remodel Res Appliance ELECTRICAL BREMSIGNAD Rmdl Signs Add Branch ELECTRICAL BREMSIGNS Remodel Signs, Marquee ELECTRICAL BREMTHEATR Theatrical Lghtng Fix ELECTRICAL BSF&2FAM Single & 2 Family ELECTRICAL BTEMP Temporary Power ELECTRICAL BTEMPSVCS Temp Dist Svcs ELECTRICAL MPERMITFEE Mech Permit Issuance MECHANICAL BAPPLOTHER Other Appliances MECHANICAL BBOILERI Boiler <= 100,000 Btu MECHANICAL BBOILER2 Boiler >100Kto500K Btu MECHANICAL BBOILER3 Boiler >500K To 1M Btu MECHANICAL BBOILER4 Boiler>1 M To 1.75M Btu MECHANICAL BBOILER5 Boiler > 1.75M Btu MECHANICAL BREMAPPLI Appliance Install MECHANICAL BREMHEAT Heater Installation MECHANICAL BREMVENFAN Vent Fan Single Duct MECHANICAL BMNEWMULTI New Multi-Family Res MECHANICAL BMNEWSF&2F New Sf&2F Res Bldgs MECHANICAL BREMACOVER Ac Unit >10000Cfm MECHANICAL BREMAIRHAN A/C Units <= 10,000Cfm MECHANICAL BREMFURN Relocation Of Furnace MECHANICAL BREMFURNOV Relo Furnace > 10K Btu MECHANICAL BREMINHOOD Installation Of Hood MECHANICAL BREMRELOCA . Relocation Of Hood MECHANICAL BREMREPALT Repair/Alter Heating MECHANICAL BREMVENSYS Ventilation Systems MECHANICAL PPERMITFEE Plumbng Permit Issue PLUMBING BNUMULTI New Mulifamily Res IPLUMBING BNUSFD New Singlefamily Res PLUMBING BPBACKFLOW Atmospheric Vacuum IPLUMBING BPCESSPOOL Cesspool IPLUMBING BPFIXTURE Pblg Fixture PLUMBING BPGAS Gas Piping System Fee PLUMBING BPINTERCEP Ind Waste Interceptor PLUMBING BPREPIPE Repipe Of Fixtures PLUMBING BPSEWAGE Sewage Disposal IPLUMBING BPSEWER Sewers PLUMBING BPSPRINK Lawn Sprinkle r/Ba ckflo PLUMBING BPSTORM Storm/Rain Water PLUMBING BPTRAP. Kitchen Trap PLUMBING BPVENT Alt Of Drain.& Vent PLUMBING BPWATER Install/Alter Waterpip PLUMBING BPWHEATER Water HeaterNent PLUMBING BPWSVCS IMain Water Service PLUMBING ll11 Y Vr 1-urr,x111VU BUILDING DIVISION PERM1 f BUILDING ADDRESS: 20488 STEVENS CREEK BLVD OWNER'S NAME: PHONE: 0� 150. �7 {+moi O O ARC_ HITECT/ENGINEER: < ` t.-> Ae-&QEZ • y z LICENSED CONTRACT'OR'S DECLARATION Z I hereby affirm that I am licensed under provisions of Chapter 9 (commencing H F m with Section 7000) of Division 3 of the Business and Professions Code. and my license c y is in full force and,5ffect. 700887 0 0$$ 7 w z < License LimLic. k O a v Date 1-11 ZRContra L, O I 'S DECIA H j erstan plans shall be used as pdb aeOWeb C o r Build 3 o, Cl O se ro essr ` 4� - X o OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License law for the (✓ ? < following reason. (Section 7031.5, Business and Professions Code: Any city or county F = i which requires a permit to construct. alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement th'at helis.jicensed pursuidFto, the provisions of the Contractors License law (Chapter 9 (commlencing with Section 7000) of Division 3 of the Bp{ipess and Professions Code) or that he is exempt thereTrom and the basis for the alldgea exemptibd. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500). ❑ I, as owner of the properly, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code. The Contractor's license law does not apply to an owner of property Who builds or improves thereon, and who does such work himself or through his own employees. provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for purpose of sale.). ❑ 1. as owner of the properly, am exclusively contracting with licenced contractors to consirutt the project (Sec. 7044, Business and Professions Code.) The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors License Law. ❑ I am exempt under Sec. B & P C for this reason Owner. Date WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: } ❑ I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Tabor Code, for the _ performance of the work for which this permit is issued. Xhave and will mSintain Worker'sl Compensation Insurance, as required by Section of the Labor Code, for the performance of the work for which this permit is tsstled. My Worker's Compensation7nsuranCe carrier and Policy number are: crrle, AI' a i rmon t' I n spolicy No.: 80068213 CERTIFICATION OF EXEMPTION FROM; WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) or less.) I certify that in the,performance of the work for which this permit is.issued, I shall'not employ any person in any manner so as to become subject to the Workers' Compehsagon Laws of California. Date Applicant NOTICE TO APPLICANT: If, aftel making this Certificate of Exemption, you should Z. become subject to the Workers Compensation provisions of the Labor Code, you must Q 2forthwith comply with such provisions or this permit shall be domed revoked. E~" fn - . CONSTRUCTION LENDING AGENCY - " 1 hereby affirm that there is'a construction lending agency for the performance �Qof the work for which this permit is issued (Sec. 3097, Civ. C.) Lender's Name Under's Address I certify that I have read this application and state that the above information is L + [r correct. I agree to comply with all city and county ordinances and state laws relating () to building conswction, and hereby authorize representatives of this'city to enter upon >, G:a the above-mentioned property for inspection purposes. . E" A. (We) agree to save, indemnity and keep hamile'ss'the City of Cupertino against rr toliabilities, judgm is. costs and expenses which may in any way accrue against said Z City in u of the granting of this permit. Appli ERSTANDS AND WILL COMPLY WITH ALLNON-P INT URCl® dI atgrianim or nppncanuwnrractor I urate HAZARDOUS MATERIALS DISCLOSURE Will the applidant or (mute building pant store or handle hazardous material as defined by the Cupertino Municipal e, Chapter 9.12, and the Health and Safety Code, Section 25532(a)? - Yes No , Will the applicant or futuild' pant use equipment or devices which emit hazardous air contaminants�asde by the Bay AreaAir Quality Management Dishicl? El Yes o I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533 and 25534. 1 understand that if the'building does 94curnmtly have a tenant, that it is my responsibility to notify the oecu) ant of the rej6limments which must be'met prior to issuance of a Certificate of 0• tF PERMIT NO. 01050104 APPLICATION SUB DATE 05/09/2001 SANITARY NO. CONTROL NO. BUILDING PERMIT INFO BLDG ELECT PLUMB MECH Job Description GARAGE CONFIGURATION: FOUNDATION ONLY GARAGE LEVEL C 52,355 SQ.FT. C. GARAGE LEVEL B 61,570 SQ.FT. rs $q, Ft-., ]Floor Area $ 9 7 0 7 3 Y�duation 3 6 Alm t�'YnVD I Occupancy Type 101 - FOUNDAT I(01juired Inspections 102 - PIERS 104 - REBAR 105 - ANCHOR BOLTS 509 - FINAL GRADE 514 - FINAL PUBLIC WORKS 515 - FINAL HEALTH DEPARTMENT Issued by: Re -roofs Type of Roof QCT .2 5 2001 N .I`J OCT 2 5 2001 1 ( Date _2 y -o f 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 All roof coverings to be Class `B" or better OFFICE 01/23/2001 09:55 FAX 2066232608 S W H S W SKILLIHL DATE WRRD PROJECT Verona @ Cupertino City Center M R G H U S S 0 H Cansuifing Strudurai B R R K S H I R F and 04 Engineers 1801 Fifth banes, Sulle 3200, SeaHle, Wk 98101 FAX # FAX # FAX # Ph. 206/292-1200 Fm 206/292.1201 WPJ/"M.3ki11inq.t0m WJUU1/UUL RAM Facsimile # PAGES (w/Cover) 2 TO Bruce Donahue - City of Cupertino Plan Check Department FAX # (408) 777-3333 FROM Brent McAtee DATE January 23, 2001 PROJECT Verona @ Cupertino City Center PROJECT # 75511.00 SUBJECT REcord of Telephone Communication CC: Don Bragg 7 Prometheus Real Estate Group (C; Geoff Miasnik - McLarand Vasquez & Partners M " FAX # FAX # FAX # (650) 596-5374 (949) 809-3399 CC: FAX # If you do not receive the number of pages indicated above, or if any pages are illegible, please call our office at (206) 292-1200, or notify us via fax at (206) 292-1201. Attached is a record of our telephone conversation regarding the design of the 4 story wood- frame portion of the Verona project (formerly known as Stevens Creek Apartments) for your records. If you have any comments or additional questions regarding this record please contact me to'discuss them. �'(l, r�,uq''w;W, ✓�« �i /'��/ �( om J / d n°d w ,]l orf 01/23/2001 08:55 FAX 2066232608 SKILLING W R R a nnGHilsS0H 0 A B K S H I R E Consulling Slruaurol and Chill Engineers S W M B 10 002/002 JE6 PLACED CALL: ® Skilling ❑ Olher Company Phone # (408) 777-3231 DATE 12/21/2000 TIME Record of Telephone Communication PAGE 1 / 1 ROUTING BAM file BETWEEN DAM, JEB, JDH OF SKILLING WARD MAGNUSSON BARKSHIRE INC. AND Bruce Donahue OF City of Cupertino - Plan Check Department PROJECT Stevens Creek Apartments SUBJECT Wood Building Seismic Design Parameters We outlined the basic descriptions of the project for the building reviewer, Including building size, construction type, and project location. This included a description of Building 2 as a four story wood building on a concrete podium. We went on to discuss the nature of the lateral system for Building 2. Based on ongoing discussions on the SEAOC List Server, wood diaphragms may be considered as rigid diaphragms since the diaphragm deflection between lateral elements does not exceed twice the story drift. We then outlined our intent that the corridor walls will be designed for 100 % of the shear in the long directions of the building wings and that the shear in the short directions will be distributed between the party walls separating the units and some interior walls. We also stated that we would be designing the exterior of the building for 25% of the total shear divided evenly between the two exteriors. Bruce, the building reviewer, confirmed the assumption that the floor system (plywood sheathing with 1-1/2" gyperete topping) can be analyzed as a rigid diaphragm. He also requested that we calculate the shear wall forces exactly, based on standard rigid diaphragm torsional analysis with 5% eccentricity. We agreed to design the shear walls for those forces, but may increase the nailing on the exterior shear walls. Increasing the nailing on these walls will increase their capacity, and stiffen them, resulting in increased performance under seismic and wind loads. In our analysis, we will include the increased stiffness of the exterior walls due to their increased nailing in the rigid diaphragm torsional analysis. JUN -14-01 08:32 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-956 P-01/04 F-818 ROMETHEUTS-V FACSIMILE COVER SHEET To: Geoff Miasnik Date: 6/14/2001 Company: McLarand, Vasquez Emsiek & Partners, Re: Verona Inc. From: Carolyn Vargas for Don Bragg Fax: 949-809-3350 Number of pages (including cover sheet): )( !4 Comments: Geoff, Attached Verona soils engineer tetter for foundation and snoring dated 6.13.01. Thank you Carolyn Vargas cc: Went MCAtee Mayen Alacantra Dave Voorhies joe Antonucci, Clty of Cupertino Building Department Massoud Modjtenedi TME INFOR"TiON IN Tm,S FACSIMILE IS INTENDED ONLY FOR TME USE OF TME ADDRESSEE AND MAY CONTAIN INFORMATION TnAT IS FR viLECED. CONFIDENTIAL ANO E[EMPT FROM DISCLOSURE UNDER APPLICABLE LAW IF YOU ARE NOT TME INTENDED REGP40, YOU ARE MEREBT NOTIFIED TMAT ANT DISSEMINATION DISTRIBUTION OR COPTIING OF TMiS COMMUNICATION IS STRICTLY PROn161TED IF YOU mAvE RECEIvED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US ImmEDiATELt BY TELEPMONE AND RETURN TME ORIGo w. MESS -GE TO US wT Tmi wBUvE ADORE65 VIA TME U S POSTAL SERVICE For any transmitral errors, please Contact Gina at (650) 596-5315. 350 Bridge Parkway,Rectwood City,CA 94065-15171rolephoner650-596-5300/Facsimile:650.596-5374 JUN -14-01 08:32 FROM -PROMETHEUS REAL ESTATE GROUP 650-586-5374 T-856 P.02/04 F-818 Envirommntal and Geotechnical Consultants 555 Montgomery Street, Suite 1300 San Francisco, California 94111 Phone: 415/9559040 Fax: 415/955-9041 FAX TRANSMITTAL D=: 13 -June -2001 Send to fax # (650) 596-5374 To: Mr. on BrUS — Prometheus Real Estate Grou„� _ From: Richard Rodzers Project name: VeroDa,gt Cuper p, Number of pages, including this cover: 3 . Notes: Project number, 2947-M Enclosed are our review comments on the plans you recently sent us. CC: Mr. Tim Mathison — SOHA Engineers: Fax Only: (415) 989-9909 This document will also be mailed to you: ® Yes [] No Should you encounrer any dificulFies with this fax, please call 4151955-9040 JUN -14-01 OB :32 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-956 P.03/04 F-818 13 Jlme 2001 Project 2947.01 Don Bragg Prometheus Real Estate Group, Inc. 350 Bridge Parkway Redwood City, California 94065 Subject: Geotechnical Review of Plans Vaon4 at Cupertino City Center Cupertino, California Dear Mr. Bragg: This letter presents the results of a review by Treadwell & Rollo, Inc_ of the geotechnical related aspects of the structural, shoring and civil drawings for the propoped apartment building in Cupertino. The project team is comprised of; 1) Prometheus Real Estate Group, Inc. (owner), 2) McLarand, Vasquez & Partners Inc. (architect), 3) Skilling Ward Magnusson Barkshire (structural engineer), 4) SOHa Engineers (shnring engineer), 5) Creegan + D'Angelo (civil engineer & surveyor), and 6) Treadwell & Rollo, Inc. (geotechnical engineer). We reviewed the geotechnical aspects of the following documents: • Excavation Shoring Dmwings, 4 sheets, SH -1.0, SH -2.0, SH -3.0 and SH3.1 prepared by SORA Engineers, titled Verona Cupertino Ciry Center, dated 21 March 2001 with a revision dates of 30 March 2001 and 17 Aluil 2001. • Temporary Excavation Shoring Design, 21 March 2001, titled Structural Calculations far Temporary Shoring, Verona Apartments Ciry Center, Cupertino, California, prepared by SOHA Engineers • Structural Drawings, 13 sheets, 50.00, $0.01, 50.02, 51.00, 52.00.1, 52.00.2, 52.02.1, S2.02.2, 54.00, 55.00, 55.01, S5.02, and SS -03 prepared by Skilling Ward Magnusson Barkshire, titled Verona Ar Cupertino Ciry Center- Cupertino. California, dated 16 November 2000, with a revision date of 20 April 2001. ■ Civil Drawings, 3 shear, C1, C2 and C3 prepared by Creegan t D'Angelo Consulting Civil and Structural Fngineers, titled Verona At Cupertino Ciry Center- Cupertino, California, dated 25 May 2001. BACKGROUND Treadwell & Rollo, Inc. previously parformed it geotechnical investigation for the project and the results were submitted in a report dated 15 Novamber 2001. In our report, recommendations for 0 TMIMM+l & Raba, Inc. Envr►onMCMW & Gepreennieel cansulmnTs 555 Montgomery SLrost, Suird 1300, Sen Frsnc►Soo, CA 34111 Taicpnone (415) 955-8040 Fdcslmile (416) 955-9041 JUN -14-01 OB :32 FRONT -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-956 P.04/04 F-818 IF* 1 �J L fI 1 Don Bragg Prometheus Real Estate Group, Inc. 13 June 2001 Page 2 a foundation system consisting of continuous or individual spread footings bearing on the native soil were provided. Recommendations for shoring the planned excavation were also provided. REVIEW We have the following comments on the shoring drawings: Drawing SH1.4, Shorting Notea and details PROCEDURES FOR INSTALLATION OF TIEBACKS, Item No. 4B grates ''Rod (or strand) and tieback assembly shall show rw excessive (0.08') movembw ar test load during rhe 10 minute hold and the resting jack shall be capable of holding the rest load for 10 minutes wtth no excessive (5% maximum) bleeding off of pressure. " This should be changed to indicate: Rod (or strand) and tieback assembly shall show no excessive (0.04" maximum) movement at best load batween the 1 and 10 minute hold intervals and the testing jack shall be capable of holding the test load for 10 minuT s with no excessive (5% maximum) bleeding off of pressure. Drawing 583.8 and SH3.1, Shoring Elevations The unbonded length for the lower row of tiebacks is specified as 11 fwt, This should be changed to the minimum tieback length of 15 feet as discussed on page 13 of our geotechnical repots We trust this letter provides the information requested. If you have any questions, please call. Sinerrely Yours, TREADWELL & ROLLO, INC. Richards D, Rodgers Georechnieal Engineer 294?0104.Ca.R cc: Mr. Tun Mathison — SOHA F.ngiwers City of Cupertino 10300 Torre Ave. Cupertino, CA 95014 Fax To: 17 O JJ 45OZ4 & � From: C.Li7� � / / 04 —1))Z Fax: Gj " % - C� s r'I (� - 5 37 Date: Phone: Phone: Re: Pages: (including this cover page) ❑Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Comments: -4 ?T 4 GN6-TD S6-1-fr- L-iLE- • L� ,� 117 338.84 d11) X Z 17 y��• �g P•s T& 9- C.O rn eii i 1. -,Z - $ Lo a •v �>f Ir".) t,a Q 7W 4� t/de-ua-T,oA.� 7--15; `1', 7,07 1-1 OLD& FmT FCC. C s 7- y . M1AY-08-01 10:23 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-595 P.02/10 F-024 J r*om=ls May 8, 2001 Mr. Joe Antonucci Building Official City of Cupertino 10300 Torre Avenue Cupertino, CA 95014 RE: VERONA (STEVENS CREEK APARTMENTS) BUILDING VALUATION Dear Joe: (BENT VIA FACSXJIXLIEJ Per our meeting on Thursday, May 3, 2001, I am forwarding to you our building valuation calculation for the subject prod ect . Per our conversation, please calculate the City fees separately for the foundation and superstructure, as we will be submitting them separately. As discussed, we are ready to submit the foundation plans and need to know the plan check fee as soon as possible. Thank you in advance for your assistance in this matter. Best Regards Donald J. Bragg Senior Project Manager Prometheus Real Estate Group enclosure: Building Valuation Calculation for Verona, dated 5.4.01, with backup. 350 Brie Parkway. Wood Gry, (A 94065-1517 iolaphone: 650.596.5300 FaoimiM- 650.5963374 ~prorrw*euuep cant MAY -08-01 10:23 FROM -PROMETHEUS REAL ESTATE GROUP Swaing valuation Calculation Foundauon Permit: Garage mrougn poo iurn Verona (Stevens Creek Apartments) May 3, 2001 650-596-5374 T-595 P.03/10 F-024 iARAGE VALUATION 29574 S 102 00 1 13 lesenpaon SFIFloor ICBO SF valuelftor Region moaner Adjusted per SF Cost per Floor Wage Level C 52,355 S 4570 113 $ 51.64 S 2.703.664 56 ;arage Level B 61,570 $ 4570 1.13 $ 51 64 $ 3,179,536 37 ;arage Level A 74.056 S 4570 1.13 $ 51 64 $ 3.824.325 90 ,01al 187.981 $ 102.00 0.5% S 102 51 1 13 f 9,707.526.82 miptt ILsa Batiarng 1 Descnpw SFrFloor ICSO SF valuerFloor Region moaitiet Aajustea per SF Cost per Floor Level 1 29574 S 102 00 1 13 $ 115.26 S 3.408,699 24 Level 2 29574 $10200 1 13 $ 115.26 S 3.408.699 24 Level 3 29494 $10200 113 S 115.26 $ 3.399.478 44 uevel 4 28635 $ 102.00 0.5% S 102 51 1 13 $ 115.84 $ 3.316.972 45 Level 5 28237 $10200 05% $ 102 51 1 13 $ 115.84 $ 3270.869 e0 Level 6 26611 $ 102 00 0 S% S 102 51 1 13 S 11584 3 3,082,519 78 Level 7 25982 $10200 05% $102.51 1.13 5 11584 $ 3,009,658.75 Level 8 24934 $ 102 00 0.5% $102.51 1.1'3 $ 11584 $ 2.888,262.30 La.e1 9 7771 $ 102.00 0.5% $ 102.51 1 13 $ 115.84 900,163 89 Total 230812 S 26,685,323.68 Law Rise Building 2 Descnpuon SF/Floor IC60 SF vaiue/ftoor Region modifier Adjusted per SF Cost per Floor Level 1 25102 S 7660 1 13 S 86.56 5 2,172.778 92 Level 2 24804 S 7880 113 S 8656 $ 2,146,984 63 Level 3 24809 S 7660 113 S 86.56 $ 2,147,41742 Level 4 8580 S 76.60 0.5'x6 S 7698 1 13 S 86.99 S 746.380 98 Total 83295 $ 7.213.561.85 Total Superstructure (Bwjatng 1 8 2) $ 33,888,885.64 Total Project Valuation 33.606,412.46 Notes: 'Square Footages and Construcuon Type per Garage Plan CneCK Suomdtdl No 1, dated 4 20.01, meet A-0.21. oy McLarana. Vasques and Partners Inc {Arcnaett) -Valuation Costs ano Moodier oases upon $uimng valuation Data (Marcrl-April 2000), ICBG, Item 19 Garages Type 1 FR and Item 1. Apartment Houses {Building 1 -Type 1 FR (good) and Building 2 - Type v (goon)) 'Garage imuces Rela,l (7186 SF) and Recrwuorvteaamg Space (5202 SF) at Levet A. it is assumeo tnat Ina garage occupancy tapes precedent x,raoGCANveron. 'ZcnroWC,t,fuw/fi a 01FowrQawYijuirgoCaK MAY -08-01 10:24 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-595 P.04/10 F-024 !7 Training l -_I �%fi�N4attOjl Zj mumbartihip 1-1 CUAe News S:s3rcit IGBC): GOr AND OR ICC Info ICBO ES IFCI IES Chapters Home / Budding Valuation Data Building Valuation Data (March - April 2000) At the request of numerous building officials, Building StandardsTm offers the followlnc building valuation data representing average costs for most buildings. Because residential buildings are the most common for many cities, two general classes are considered for these. one for "average" construction and the other for "good." Adjustments should be made for special architectural or structural features and the location of the project. Higher or lower unit costs may often result The unit costs are intended to comply with the definition of "valuation" in Section 223 c the 1997 uniform Building CodeTM and thus include architectural, structural, electrical. plumbing and mechanical work, except as specifically listed below. The unit costs alsc include the contractor's profit, which should not be omitted. The determination of plan check fees for projects reviewed by the International Conference of Building Officials will be based on valuation computed from these figurt wnich were established in April 2000. Occupancy fi Type / Ave CosterSq Ft 1. APARTMENT HOUSES: Type I or II F.R.' — $83.00 (Good) — $102.00 Type V—Masonry (or Type 111) — $67.80 (Good) — $82.90 Type V—Wood Frame — $59.60 (Good) — $76.60 Type I—Basement Garage — $35.00 2. AUDITORIUMS: Type 1 or II F. R. — $97.90 Type 11: 1 -Hour ,$70.90 Type 11: N — $67.10 Type III: 1 -Hour — $74.50 Type III: N — $70.70 Type V: 1 -Hour — $71.30 Type V: N — $66.50 hup://www.icbo.org/Bailding_Standa.../910378895.archive&action=Buildiug_Valuaiion Dat 5/4/2001 MAY -08-01 10:24 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-595 P.05/10 F-024 3. BANKS: Type I or II F.R.' - $138.26 Type II: 1 -Hour- $101.90 Type II: N - $98.60 Type Ill: 1 -Hour -$112.50 Type III: N - $108.40 Type V: 1 -Hour - $101.90 Type V: N - $97.60 4. BOWLING ALLEYS: Type 11: 1 -Hour - $47.60 Type 11: N - $44.50 Type 111: 1 -Hour - $51.80 Type I II: N - $48.50 Type V: 1 -Hour - $35.00 5. CHURCHES: Type I or 11 F.R. - $92.70 Type II: 1 -Hour -$69.50 Type II: N - $66.10 Type 111: 1 -Hour - $75.60 Type II I: N - $72.30 Type V: 1 -Hour - $70.70 Type V: N - $66.50 6. CONVALESCENT HOSPITALS: Type I or 11 F.R.' -- $130.00 Type 11: 1 -Hour - $90.20 Type I1 I: 1 -Hour - $92.50 Type V: 1 -Hou r -- $87.20 7. DWELLINGS: Type V: Masonry - $$70.70 (Good) - $90.50 Type V: Wood Frame - $62.90 (Good) - $86.30 Basements: Semi -Finished - $18.80 (Good) - $21.70 Unfinished - $13.60 (Good) - $16.60 8. FIRE STATIONS: http://www.icbo.org/Building_Sianda.../910378895.archive&action=Building_Valuation_Dat 5i4/2001 MAY -08-01 10:24 FROWPROMETHEUS REAL ESTATE GROUP 650-596-5374 T-595 P.06/10 F-024 Type 1 or I1 F.R. - $106.90 Type 11: 1 -Hour - $70.30 Type 11: N - $66.30 Type III: 1 -Hour- $77.00 Type I II: N - $73.70 Type V: 1 -Hour - $72.20 Type V: N - $68.50 9. HOMES FOR THE ELDERLY: Type I or II F.R. - $96.90 Type 11: 1 -Hour - $78.70 Type II: N - $75.30 Type 111: 1 -Hour - $81.90 Type III: N - $78.60 Type V: 1 -Hour - $79.20 Type V: N - $76.40 10. HOSPITALS: Type I or II F.R.' - $152.50 Type 111: 1 -Hour - $126.20 Type V: 1 -Hour - $120.40 11. HOTELS AND MOTELS: Type I or 11 F.R.' - $94.40 Type I11: 1 -Hou r - $81.70 Type III: N - $77.90 Type V: 1 -Hour -- $71.20 Type V: N - $69.70 12. INDUSTRIAL PLANTS: Type I or 11 F.R. - $53.20 Type 11: 1 -Hour- $37.00 Type II: N - $34.00 Type III: 1 -Hour -$40.80 Type Ill: N - $38.40 Tilt -up - $28.00 Type V: 1 -Hour - $38.40 Type V: N - $35.20 13. JAILS: Type I or II F.R. - $148.60 Type III: 1 -Hour -$135.90 Type V: 1 -Hou r - $101.90 http:Hwww.icbo.org/Building_Standa.../910378895.archive&action=Building_Valuation_Dat 5/4/2001 MAY -0B-01 10:25 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-595 P.07/10 F-024 14. LIBRARIES: Type I or 11 F.R. - $108.70 Type 11: 1 -Hour -- $79.50 Type It- N - $75.60 Type 111: 1 -Hour -- $84.00 Type I II: N - $79.80 Type V: 1 -Hou r - $79.00 Type V: N - $75.60 15. MEDICAL OFFICES: Type I or 11 F.R.' - $111.60 Type 11: 1 -Hour - $86.10 Type I1: N - $81.80 Type I1 I: 1 -Hour - $90.70 Type III: N - $87.00 Type V: 1 -Hour - $84.20 Type V: N - $81.30 16. OFFICES=: Type I or II F.R.' - $99.70 Type 11: 1 -Hour - $66.80 Type I I: N - $63.60 Type I11: 1 -Hour - $72.10 Type III: N - $69.00 Type V: 1 -Hour - $67.50 Type V: N - $63.60 17. PRIVATE GARAGES: Wood Frame - $22.70 Masonry -- $25.60 Open Carports - $15.50 18. PUBLIC BUILDINGS: Type I or II F.R.' - $115.20 Type 11: 1 -Hour -$93.30 Type I1: N - $89.20 Type I11: 1 -Hour - $97.00 Type III: N - $93.50 Type V: 1 -Hour - $88.70 Type V: N - $85.50 19. PUBLIC GARAGES: http://www.icbo.org/Building_Standa.../910378895.archive&action=Building_Valuation_Dat 5/4/2001 MAY -08-01 10:25 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-595 P.08/10 F-024 Type I or II F.R.' - $45.70 Type I or 11 Open Parking' - $34.30 Type 11: N - $26.20 Type III: 1 -Hour - $34.60 Type III: N - $30.80 Type V -1 -Hou r - $31.50 20. RESTAURANTS: Type III: 1 -Hour - $91.00 Type III: N - $87.90 Type V: 1 -Hour - $83.30 Type V: N - $80.00 21. SCHOOLS: Type I or 11 F.R. - $103.90 Type 11: 1 -Hour - $70.90 Type I11: 1 -Hour - $75.80 Type III: N -- $73.00 Type V: 1 -Hour - $71.10 Type V: N - $67.80 22. SERVICE STATIONS: Type 11: N - $62.80 Type III: 1 -Hour -$65.40 Type V: 1 -Hour - $55.70 Canopies -- $26.20 23. STORES: Type I or II F.R.' - $77.00 Type 11: 1 -Hour - $47.10 Type 11: N - $46.00 Type III: 1 -Hour - $57.30 Type I I I: N - $53.70 Type V: 1 -Hour - $48.20 Type V: N - $44.60 24. THEATERS: Type I or 11 F.R. - $102.60 Type III: 1 -Hour -- $74.70 Type I11: N - $71.20 Type V: 1 -Hour -$70.30 Type V: N - $66.50 http://www.icbo.org/Building_Standa.../910378895.archive&action=Building_Valaation Dal 5/4/2001 MAY -08-01 10:25 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-595 P.09/10 F-024 25. WAREHOUSES': Type I or II F. R. — $46.10 Type II or V: 1 -Hour — $27.40 Type II or V: N — $25.80 Type III: 1-Hour—$31.10 Type III: N — $29.60 EQUIPMENT AIR CONDITIONING: Commercial — $3.90 Residential -- $3.30 SPRINKLER SYSTEMS $2.45 'Add 0.5 percent to total cost for each story over three. 21)educt 20 percent for shell -only buildings. 'Deduct 11 percent for mini -warehouses. REGIONAL MODIFIERS The following modifiers are recommended for use in conjunction wan the building valuation data. Additionally, certain local conditions may require further modifications. use these modifiers, merely multiply the listed cost per sgware foot by the appropriate regional modifier. For example, to adjust the cost of a Type III One-hour hotel budding average construction for the Iowa area, select Regional Modifier 0.80 and unit cost fro valuation data, $81.70: 0.80 x 81.70 = $65.36 (adjusted cost per square foot) Eastern W.5.__Modifiers Connecticut — 0.95 Delaware — 0.84 District of Columbia — 0.87 Florida — 0.74 Georgia — 0.68 Maine — 0.81 Maryland — 0.79 Massachusetts — 0.94 New Hampshire — 0.82 New Jersey --- 0.91 New York: New York City —1.16 Other — 0.87 North Carolina — 0.70 Pennsylvania: Philadelphia — 0.96 http://www.icbo.orgBuilding_Standa.../910378895.archive&action–Building–Valuation Dat 5/4/2001 MAY -08-01 10:25 FROM-PR0METHEUS REAL ESTATE GROUP 650-586-5374 T-585 P.10/10 F-024 Other - 0.83 Rhode Island - 0.94 South Carolina - 0.70 Vermont - 0.80 Virginia - 0.73 West Virginia - 0.82 Central U,% Mwifiers Alabama - 0.72 Arkansas - 0.70 Illinois - 0.87 Indiana - 0.82 Iowa - 0.80 Kansas - 0.74 Kentucky - 0.77 Louisiana - 0.78 Michigan - 0.84 Minnesota - 0.86 Mississippi - 0.71 Mlssou6 - 0.78 Nebraska - 0.75 North Dakota - 0.80 Ohio - 0.80 Oklahoma - 0.71 South Dakota - 0.78 Tennessee - 0.72 Texas - 0.74 Wisconsin - 0.85 Westerns) S. Modifiers Alaska -1.30 Arizona - 0.82 California: Los Angeles - 1.00 San Francisco Bay Area - 1.13 Other - 0.94 Colorado - 0.81 Hawaii - 1.14 Idaho - 0.80 Montana - 0.79 Nevada - 0.89 New Mexico -- 0.76 Oregon - 0.83 Utah -- 0.75 Washington - 0.88 Wyoming - 0.80 hup://www.icbo.org/Building_Standa.../910378895.archive&action=Building_Valuation_Dat 5/4/2001