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02040076CITY OF CUPEK1,1Nu BUILDING DIVISION PERMIT CONTRACTOR INFOR:MAHON: BUILDING ADDRESS: SILVERIE III INC, DANIEL PERMIT NO. 20488 STEVENS CREEK BLVD 02040076 OWNER'S NAME: 2320 DEL MONTE AVE STE Al APPLICATION SUB DATE CUPERTINO CITY CENTER ASSOC 04/16/2002 PHONE: I Ali -i 7 r; - n i ?n SANITARY NO. CONTROL NO. ARC HIIECT/ENG[NEER: ow O p LICENSED CONTRACTOR'S DECLARATION WWP 1 hereby affirm that 1 am licensed under provisions of Chapter 9 (commencing m with Section 7000) of Division 3 of the Busin nd Professions Code, and my license is in lull forceeffect. z License CI Lic. N Z 22 0-1 OZ—Con rOU F n F- W ARCHITECTS D RAT N zd I understand my plans shall be used as public records aOaU LQ 3 at" Licensed Professional F" u' O < OWNER -BUILDER DECLARATION iN} � a � 1 hereby affirm that I am exempt from the Contractor's License Law for the mO O following reason. (Section 7031.5, Business and Professions Code: Any city or county X m which requires a permit to construct, alter, improve, demolish, or repair any structure ul " �' prior to is issuance, also requires the applicant for such permit to file a signed statement ~ = o that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 1— (commencing with Section 7000) of Division 3 of the Business and Professions Code) or c, that he is exempt therefrom and the basis for the alleged exemption. 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 property, 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 Contractofs 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 property. am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code:) The Contractor's Li- cense 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 Contractor's License Law. ❑ I am exempt under Sec. . B & P C for this reason Owner Date WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a Certificate of Consent to self -insure for Workers Compen- sation, as provided for by Section 3700 of the Labor Code. for the performance of the work for which this permit is issued. ❑ I have and will maintain Worker's Compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Worker's Compensation Insurance carrier and Policy nu be are: Carricr�!lP%� "A?A? Policy No.: I o 6 '02 CERTIFICATE OF EXEMPTION FRO ORKERS' COMPENSATION INSURANCE (chis section need not be completed if the permit is Intone hundred dollars (S I00) 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 mannerso as to become subject to the Workers' Compensation Laws of California. Date Applicant NOTICE TO APPLICANT: If, after making this Cenificatc of Exemption, you should become subject to the Worker's Compensation provisions of the Labor Code, you must O Z forthwith comply with such provisions or this permit shall be deemed revoked. ZO CONSTRUCTION LENDING AGENCY PV) 1 hereby affirm that there is a construction lending agency for the performance of ai > the work for which this permit is issued (Sec. 3097, Civ. C.) W Q Lender's Name Z Lende r 's Address U 0 1 certify that 1 have read this application and state that the above information is Lt. P correct. 1 agree to comply with all city and county ordinances and state laws relating to U building construction, and hereby authorize representatives of this city to enter upon the G>a ahove-mentioned property for inspection purposes. GL (We) agree to save, indemnify and keep harmless the City of Cupertino against liabilities. judgments, costs and expenses which may in any way accrue against said City U Z in consequence of the granting of this permit. APPLICANT UNDERSTANDS AND WILL COMPLY WITH ALL NON -POINT SOURC EG LATI S l L Sig ore f ApplicanU ontractor Date HAZARDOUS MATERIALS DISCLOSURE Will the applicant or future building occupant store or handle hazardous material as defined by the Cupertino Municipal Code, Chapter 9.12. and the Health and Safety Code, Section 25532(a)? El Yes �No Will the applicant or future building occupant use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District? ❑ Yes 1Nu I have read the hazardous materials requirements under Chapter 6.95 of the Califor- nia Health& Safety Code, alifor- niaHealth&SafetyCode, Sections 25505,25533 and 25534.1understand that ifthe building does not currently have a tenant. that it is my responsibility ton fy the occupant of the reuuimmeA-Imhich must Se met Dior to issuance of a Certificate Occuoancv. . BUILDING PERMIT INFO ELECT PLUMB MECH 0 0 II Job Description VERONA-51 APARTMENTS (LOW RISE) 4 STORIES 83,215 SQ. FT. Sq. Ft. Floor Area Valuation $7213561 APN Number Occupancy Type 36901029.00 101 - FOUNDArRfffi#ed Inspections 102 - PIERS 103 - UFER 104 - REBAR 105 - ANCHOR BOLTS 106 - SEWER & MATER 202 - UNDERFLOOR PLUMBING 203 - UNDERFLOOR MECHANICAL 204 - UNDERFLOOR FRAME 205 - UNDERFLOOR INSULATION 301 - ROUGH PLUMBING 302 - TUB & OR SHOWER 303 - ROUGH MECHANICAL 304 - ROUGH ELECTRICAL 305 - FRAME 306 - HOLDOWNS 307 - INSULATION 308 - SHEETROCK 309 - EXTERIOR LATH 310 - INTERIOR LATH 311 - SCRATCH COAT 313 - ROOF NAIL 501 - FINAL ELECTRICAL ENERGY 502 - FINAL PLUMBING ENERGY 503 - FINAL MECHANICAL ENERGY 504 - FINAL BUILDING ENERGY 505 - FINAL ELECTRICAL 506 - GAS TEST / 5 FINAL PLVHANN 08 - FIN L 5 N Issued by51 _ _^_ ^ D e Re-roofs602 -CR6OF PLYWOOD NAIL Type of i00i3 - ROOF BATTENS 604 - ROOF IN -PROGRESS 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. Signature of Applicant Date All roof coverings to be Class "B" or better City of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: (408) 777-3228 FAX: (408) 777-3333 BUILDING DEPARTMENT OFFICIAL NOTIFICATION OF NEW ADDRESS ASSIGNMENT TO: All Agencies FROM: City of Cupertino DATE: January 05, 2004 RE: Address assignment (APN #369-01-029) Please note the following address assignments: 20488 Stevens Creek Blvd. (Verona Apartments low rise), has been assigned the following unit numbers. Please update your records accordingly. First floor: Unit numbers 2101 through 2117 Second floor: Unit numbers 2201 through 2217 Third floor: Unit numbers 2301 through 2317 The new addresses will take effect thirty days from the date of this letter. If you have any questions, please call me at (408) 777-3246. Sincerely, Susan Winslow Administrative clerk Printed on Recycled Paper C�nnf�Il�lI��1, I,• g Department Plan Check Division 10300 Totfe*Avenue Cupertino CA 95014 Telephone (408) 777-3228 Fax (408) 777-3333 SPECIAL INSPECTION AND TESTING AGREEMENT ProjectName, `�`��' Date: �/ 3 Bldg.' Address: 1- - a,/V) ET, 11 .m . To permit applicants of projects req ' ' g Special Inspection and/or Testing per UBC Section 1701. BEFORE A PERMIT CAN BE ISSUED: The Owner, General Contractor, Project Architect/ Engineer and Special Inspector shall acknowledge the required special inspections, testing and conditions. When determined by the Building Inspection Division, a pre -construction conference with the parties involved will be held to review the special inspection requirements and procedures. Special inspection and testing shall meet the minimum requirements of UBC 1701. The following conditions are also applicable: 1. Contractor is responsible for notification to the Special Inspector or Agency regarding individual inspections for times listed on the attached Schedule and noted on the City approved plans. Adequate notice shall be provided so the Special Inspector has time to become familiar with the project and do a thorough job for all inspections. 2. Each Special Inspector shall submit his qualifications to the City and is subject to a personal interview for pre -qualification Special Inspectors shall display an approved identification badge when performing the function of a special inspector or upon request, and must have a valid ICBO Certification for the type of work being inspected. 3. Duties and Responsibilities of the Special Inspector are: A. Observe the work for conformance with the CITY APPROVED (stamped) design drawings and specifications and applicable workmanship provisions of the UBC. NOTE: Shop drawings may be used 2ply as an aid to inspection B. Bring non -conforming items to the immediate attention of the contractor and note in daily report (Ref. item 4). If any such item is not resolve in a timely manner or is about to be incorporated in the work, notify the Building Inspection Division immediately by telephone (408-777-3228) or in person, and the Project Engineer or Architect: 1/3 Revised 6/13/ 00 Plan Check Division 103.00_ Torre Avenue Cupertino CA 95014 Telephone (408) 777-3228 Fax (408) 777-3333 C Furnish reports of tests an inspections directly to the Building Inspection Division, Engineer and Architect of record and others as designated. These reports are to include the following Descn'be inspections and test made with applicable locations • List all non -conforming items • Indicate how non -conforming items were resolved or indicate unresolved items as applicable • Itemize changes authorized by Architect, Engineer, and Building Inspection Division if not included in non-conformance items { 'D. Insure that an adequate number of pre -qualified special inspection personnel are on the job based on the intensity of activities, quality of work being performed and the various operations occurring. E. Submit a FINAL LETTER OF COMPLETION to the Building Inspection Division stating that all items requiring special inspection and testing were accomplished, approved and reported and, to the best of his knowledge, in conformance with the approved design drawings, specifications, approved change order and the applicable workmanship provisions of the UBC Item not in conformance, unresolved items or any discrepancies in inspection coverage (i.e. missed inspections, periodic inspections when continuous was required, etc.) shall be specially itemized in this report F. FINAL LETTER OF COMPLETION shall be signed by the Licensed Registered Engineer of the Special Inspection Agency of record. 4. Each Special Inspector shall complete and sign the Special Inspection Record at the job site or each day's inspection and provide a daily handwritten report in a format acceptable to the Building Inspection Division to remain at the job site with the contractor for review by the Building Department's Inspector. Content of the daily reports shall be per Item 3C above. 5. Work requiring special inspection and the performance of special inspection shall be monitored by the City's binding inspector. City approval is required prior to placement of concrete. General Contractor shall notify (408-777-3228), 24 -hours in advance for each day special inspection will be conducted. 6. Special inspections are to be performed on a CONTINUOUS BASIS, meaning that the SPECIAL INSPECTOR IS ON SITE IN THE GENERAL AREA AT ALL TIMES OBSERVING THE WORK REQUIRZTIG SPECIAL INSPECTION. Periodic inspections may be approved by the Building Inspection Division and, if approved, shall be noted on the SPECIAL INSPECTION AND TESTING SCHEDULE. 7. Only the City approve Testing Agency of record shall sample, transport and test materials. 2/3 Revised 6/73/nn Plan Check Division 10300 Two Avenue Cupertino CA 95014 CI F Telephone (408) 777-3228 CU PEKTINO Fax (408) 777-3333 Building Department r �� '" � �� + �ti"�.,.„ ,,��,„:�. fir„ �d i �� ✓'" , ,;^i � �° " �,r"ah Project Address Project Titl SPECIAL INSPECTION AND TESTING To owner of projects requiring Special Inspection or Testing per Chapter 17 of the 1998 California Building Code, please acknowledge and return to the City. BEFORE A PERMIT CAN BE ISSUED: The Owner or his representative, on the advice of the responsible Project Engineer or Architect;, shall complete, sign and submit the attached form "Structural Tests and Inspection Schedule" to this Department for review and approval. The owner and his general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection and/or testing. 1. Contractor is responsible for proper notification to the Inspecting or Testing agency for items listed. 2.' Testing laboratory only should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the City by the Testing agency. ro 4. Inspection agency to submit names and qualifications of on-site special inspectors to the Building Department for approval. 5. The Special Inspector is under the authority and is responsible to the Building Official. All inspection concerns and/or problems encountered are to be brought to his attention immediately. e 6. Special inspectors may be required, as a minimum, to provide weekly reports to this department of all inspection activity. re 7. It is the responsibility of the contractor to review City approved plans for additional inspection or testing requirements that may be noted. 8. BEFORE AN OCCUPANCY PERMIT CAN BE ISSUED: The inspection agency shall submit a statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and/or a� inspected shall be note in this statement Copy of statement to be maintained at the job site for City's x Building Inspector's review prior to final inspections. �j ACKNOWLEDGMENT BY ALL PARTTES CONCERNED � 4 O s ima .TQab,�P M M, Vice Bre5� Engineer or Architect Signature Agency Signature s Signature Aowoku. i SWAE) Check Engineer Signature 1/3 J Revised 12/17/0 Plan Chek ?division 10300 Torry Aveaua. Cupertino CA 95014 Telephone (408) 777-3228 Fax (408) 777-3333 8. Only the City approved Special Inspection Agency of record shall provide special inspectors. Independent inspectors may be pre -approved by the Building Inspection Division per Item 2 above. 9. BEFORE AN OCCUPANCY PERMIT CAN BE ISSUED: The Special Inspector or Agency shall submit a FINAL LEITER OF COMPLETION per item 3E above directly to the Building Inspection Division. 10. Copy of SPECIAL INSPECTION AND TESTING SCHEDULE, SPECIAL INSPECTION AND TESTING AGREEMENT, SPECIAL INSPECTION RECORD, and SPECIAL INSPECTION DAILY REPORT, SHALL BE AT THEOI' B SITE, ACKNOWLEDGMENTS •oma. NIP �j 0 General Special Inspector or Agency Project Engineer/ Architect: Building Inspection divisior 3/3 Revised 6/13/00 Company ` Plan Check Division 10.300 Torre,Avenue Cupertino CA 95014 Telephone (408) 777-3228 Fax (408) 777-3333 STRUCTURAL TESTS AND INSPECTIONS SCHEDULE ; Prior to issuance of a building permit, the Owner, on the advice of the Architect or Engineer, shaIl complete, sign and submit this form to the Building Official Pro' fct Name Date 7 L -� Project, Tr�efsting/ 4 ection Agency ,•f ��".° ^" '" �.��"'uta'., �r �, /:/h.�'ryV � t d ees Name Signature & Title i hereby certifies that the Testing/Inspection Agencynamed above has been engaged to -perform structural tests and inspection during construction, as checked below, to satisfy all applicable portions of the Building Code. Prior to issuance of an occupancy permit, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on this list are ready for sampling, testing, or inspection, it shall be the responsibility of the Contractor to give timely notice to the Inspection Agency so that the required services may be performed. REINFORCING STEEL• STRUCTURAL STEEL: Tensile & Bond, one set per heat per —tons Sample & Test (list specific members below) Inspection of Placement Shop Identification & Welding Inspection Inspection of Welding Shop Ultrasonic Inspection Shop Radiography MASONRY: Field Welding Inspection Preliminary Acceptance Tests(Masonry Units, Wall Prisms) Field Bolting Inspection Subsequent Tests(Mortar, Grout, Field Wall Prisms) Field Ultrasonic Inspection Inspection of Grouting Field Radiography Inspection of Placement & Grouting Metal Deck Welding Inspection CONCRETE, SHOTCRETE GROUT & MORTAR: Conc. Shot Grout Mortar Aggregate Tests for Designs Suitability of Aggregates Mix Designs Test Panel Batch Plant Inspection Cement Grab Sample Inspect Placing Compression Tests Cast Specimens Pick-up Samples Shrinkage Bars Yield Check Air Check Dry Unit Weight 2/3 Revised 12/17/01 ASFHALMC CONCRETE: Mix Designs Inspection of Batch Plant Core/Test Field Inspection Suitability Tests Specific Gravity _ Asphalt Content `Sieve Analysis K Factors — Stabilometer Value `Swell INSULATING CONCRETE: —Sample & Test — Unit Weights PRECAST/POST-TENSIONED CONCRETE: Reinforring Tests Inspection of Reinforcing Placement Tendon Tests . Inspectibn of Tendon Placement Inspection of Concrete Placement Inspection of Concrete Batching Inspection of Panel Attachments & Inserts Inspection of Panel Installation Compression Tests Inspection of Stressing/Transfer PILING, CAISSONS, CAPS, TIES: Inspection of Reinforcing Placement Inspection of Concrete Placement Inspection of Concrete Batching UNDERPINNING: Inspection of Steel Fabrication Inspection of Reinforcing & Forms Inspection of Concrete Placement Inspection of Tiebacks Plan Check Division 10300 Tom Avenue Cupertino .CA..95014 Telephone (408) 777-3228 Fax (408) 777-3333 FIILE['ROOFING: _ Inspection of Placement _ Density Tests _ Thickness Tests Inspect Batching FILL MATERIAL.• Acceptance Tests _ Moisture -Density Determination Field Density ROOFING: `Inspection of Placement _ Sample & Test STRUCTURAL WOOD: _ Inspection of Fabrication _ Inspection of Tniss Joist Fabrication X Sample& Test Components Inspection of Glu Lam Fabrication --2-4 Shear Diaphragms ADDITIONAL INSTRUCTIONS OR OTHER TESTS & INSPECTIONS: 3/3 Revised 12/17/01 Building Division 10300 Torre Avenue Cupertino CA 95014 CITY of Telephone (408) 777-3228 CUPEk INO Fax (408) 777-3333 RECOGNIZED SPECIAL INSPECTION & TESTING AGENCIES Effective 4/1/2002 — 9/30/2002 Key: RC --Reinforced Concrete PC=Prestressed/Post-tensioned Concrete SM=Structural masonry SS=Structural Steel Welding/Bolting FP—spray-Applied Fireproofing URM=Unreinforced Masonry Push/Torque Tests Only Agency Name HQ Address PhonelFax RC PC SM SS FP URM EXPIRATION DATE Applied Materials Engineering 980 - Stmt (510) 420.8190 X X X X X x 3/31/2003 Oakland, CA 94608 . C 810) 420-8186 Berlogar Geotechnical 5587 Sunol Blvd. (925) 484-0220 X X 3/31/2003 Consultants Pleasanton, CA 94566 925 846-9645 Biggs Cardosa Associates, Lnc 1871 The Alameda, Suite 200 (408) 296-5515 X X X X X X 3/31/2003 San Jose, CA 95126 408 296-8114 B.S.K. Associates 1181 Quarry Lane #300 (925) 462-4000 X X X X X X 9/30/2002 Pleasanton, CA 94566 925 462-6283 Caper Engineering Inc P.O. Box 14198 (510) 668.1815 X X X X X X 9/30!2002 Fremont, CA 94539 (510) 490-8690 Consolidated 7060 Koll Center Parkway #300 (925) 485-5000 X X X X X X 9/30/2002 E 'neerin Labs Pleasanton, CA 94566.3108 (925) 485-5018 Construction Materials 2278-F Pike Court (925) 825-2840 X X X X X X 3/31/2003 Testing, Inc Concord, CA 94520-1252 (925) 682-7953 Conswction 39 California Ave. Ste. 402 (925) 462.5151 X X X X X X 3/31/2003 Testin Services Pleasanton, CA 94566 925 462-5183 Cooswction Testing & 242 W. Larch Rd., Ste F (800) 576.2271 X X X X X X 3/31/2003 En 'neeri Inc Tracy, CA 95304 209 839-2895 D&M Consulting Eng. Inc 3194 De La Cruz Blvd, Ste 19 (408) 297-6969 X X X X X X 9/30/2002 (Terratech) Santa Clara, CA 95054 (408) 297-7716 Dynamic 415 Fairchild Drive (650) 967-6982 X X X X X X 3/31/2003 Consultants Inc Mountain View, CA 94043 (650) 967-6955 Earth Systems 47853 Warm Springs Blvd. (510) 353-0320 X X X X X X 3/31/2003 Consultants Fremont, CA 94539-7400 (510) 353-0344 ENGEO 240lCtow Canyon Road, Ste 200 (925)838-1600 X X X X X X 3/31/2003 Incorporated Sen Ramon CA 94583-1545 (925)838-7425 Forsythe Engineering 1760 Industrial Way , Su. 1 (707) 259.1292 x x x 3/31/2003 Consultants Napa. CA 94558 707 239-1393 HP Inspections 550 Sunol St. (408) 287-7722 X X X X X X 9/30/200! San Jose, CA 95126 408) 271-0902 Inspection 870 Market St., Suite 1117 (415) 8341960 X X X X X X 3/31/2003 Consultants Inc. San Francisco, CA 94102 (415) 8341018 Inspection Pier 26 The Embarcadero (415) 243-3265 X X X X X X 3/31/2003 Services Inc San Francisco, CA 94105 (415) 243-3266 Inspection & 2107 Van Ness Ave., # 216 (415) 440-1544 X X X X X 3/31/2003 TestingConsultants San Francisco, CA 94107 (415) 440-1543 KC Engineering Co. 865 Costing Lane, Suite A (707) 4474025 X X X X X 3/31/2005 Vacaville, CA 95688 (707)4474143 Kleinfelder Inc 7133 Koll Ctr. Pkwy. # 100 (925) 4841700 X X X X X X 9/308002 Pleasanton. CA 94566 925 4842977 Korbmacher Engineering, Inc 480 Preston Ct. Suite B (925) 4549033 X 3/318003 Uvermom CA 94550 925) 4549564 Krazan and 550 Parrott Street Suite 1 (408) 271.2200 X X X X X X 9/308002 Associates Inc San Jose, CA 95112 408) 271-2201 Montgomery Watson Hare 425 Roland WaOakland. CA 94621 (S I ) 562�5 X X X X X X 9/30800! Nicholas Engineering Consultants 6743 6743 Dublin Blvd. # 15 (925) 829-8090 X X X X X X 3/318003 CA 94568 (925) 829-0235 PSC Asssodates Inc 1185 Terra Bella (650) 969-1144 X X X X X X 3/318003 Mountain View, CA 94043 (650 969-5523 PSI 365 victor Street, Ste. C (831) 757.3536 x x x x x x 3/31/2003 Salinas, CA 93907 831) 757-6265 RES Engineers, Inc 150 North Wiget Lane, Suite 204 (925) 932-4600 X X X X X X 3/31/2003 Walnut Creek. CA 94598-2434 925 932-4625 Signet Testing 3121 Diablo Ave. (510) 887-8484 X X X X X X 9/308002 Laboratories He art, CA 94545 (510) 783-4295 Smith -Emery P.O. Box 880550, Hunters Point Shipyard (415) 330-3000 X X X X X X 9/308002 Company San Francisco, CA 94188 415) 330-3030 Terrasearth Inc 6840 Via Del Oro, 0 110 (408) 3624920 X X X X X X 9/308002 San Jose, CA 95119 (408) 362-4926 Testing Engineers Inc 2811 Adeline Street (510) 8353142 X X X X X X 9/308002 Oakland, CA 94608 (510) 8343777 Triangle En 'rrcering 1388 Haight Street. Ste 172 (415) 626.6972 X 3/318003 San Francisco. CA 94117 415) 626-6972 Twining Laboratories, Inc 2527 Fresno St. (559) 268.7021 X X X X X X 3/318003 Fresno, CA 93721 (559) 268-0740 Valley Inspection 326 Woodrow Avenue I (707) 552.7037 X X X 3/31/2003 Services Vallejo, CA 94571 (707) 552-7022 Agencies have not been evaluated for geotechnical special inspection or for nondestructive testing. Agencies may not be qualified to perform all aspects of special inspection. Agencies may have offices in more than one location S I G N E T .3121 L)IAbLu AV) Nul- T E S T I N G HAYWARD CA 94545 L A B S, I N C. CONCRE COMPRESSION TEST REPORT (510) 887-8484 THEODORE W. SPIVEY Mix temp PROJECT NO.: 0011351 RPT TO: CUPERTINO BLDG INSP DEPT * PROJECT DETAIL INFORMATION ASTM C173 Test tech VERONA APARTMENTS Fresh unit wt, ASTM C138: 10300 TORRE AVENUE STEVENS CREEK BOULEVARD CUPERTINO CA 95014 -------------------- MIX DATA Lab Number 28107 Sample date 11/08/01 Material type CIP CONCRETE COMPRESSION TEST Supplier CENTRAL Admixture POLYHEED SAMPLE DATA CUPERTINO CA PERMIT #: 01050104 / APPL # Mix number HF 702291 Size agg 1" Spec Strength: 6000psi @ 56 Days Cement factor: 7.00 sack Set number 0014 Slump, ASTM C143 7.00in Cast time 1:05pm Air temp 70deg F Fld Inspector THEODORE W. SPIVEY Mix temp 81deg F Ticket/Truck 590150/5148 Air content, ASTM C173 Test tech GREG SANTIAGO,JR Fresh unit wt, ASTM C138: pcf Dry unit wt, ASTM C567 pcf PLACEMENT LOCATION: ELEVATOR PIT FOUNDATION FOOTING LINES D -D.5/6-6.5 (TOP LIFT 4'-611) TEST DATA SAMPLE TEST AREA LOAD CORR CURE FRAC COMPRES NO DATE AGE DIMENSIONS (in.) (sq in) (lbs) FACT TYPE TYPE STR(psi) -------------------------------------------------------------------------------- 00056 H 6.00 x 12.00 28.27 L 00057 H 6.00 x 12.00 28.27 L 00058 11/15/01 7 6.00 x 12.00 28.27 96000 L C 3400 00059 11/22/01 14 6.00 x 12.00 28.27 122250 L D 4320 00060 01/03/02 56 6.00 x 12.00 28.27 L 00061 01/03/02 56 6.00 x 12.00 28.27 L Comments: Samples tested in accordance with ASTM C39 LEGEND Curing type: L = lab, F = field Fracture types: A=cone, B=cone and split, C=cone and shear, D=shear, E=columnar CC: STEVENS CREEK APARTMENTS LP MCLARAND VASQUEZ AND PARTNERS WEBCOR BUILDERS (JOBSITE) SKILLING WARD MAGNUSSEN CUPERTINO BLDG INSP DEPT * FILE COPY* Respectfully submitted, SIGNET HAYWARD DI N Zantino Ochoa 11 23/01 Lab Supervisor S I G N E 1l,.3 1/-1 1-J1t-aDLV t-aVm1vuD T E S T I N G HAYWARD CA 94545 L A B S, I N C. CONCRE COMPRESSION TEST REPORT (510) 887-8484 PROJECT NO.: 0011351 RPT TO: CUPERTINO BLDG INSP DEPT * PROJECT DETAIL INFORMATION VERONA APARTMENTS 10300 TORRE AVENUE STEVENS CREEK BOULEVARD CUPERTINO CA 95014 MIX DATA Lab Number 24321 Sample date 11/08/01 Material type CIP CONCRETE COMPRESSION TEST Supplier CENTRAL Admixture Set number 0003 Cast time 8:45am Fld Inspector KEVIN BROWN Ticket/Truck 589556/5116 Test tech GREG SANTIAGO,JR SAMPLE DATA CUPERTINO CA PERMIT #: 01050104 / APPL # Mix number HF 702291 Size agg 1" Spec Strength: 6000psi @ 56 Days Cement factor: 7.00 sack Slump, ASTM C143 6.25in Air temp 76deg F Mix temp 68deg F Air content, ASTM C173 Fresh unit wt, ASTM C138: pcf Dry unit wt, ASTM C567 pcf PLACEMENT LOCATION: FOOTING ALONG C.8 @ 5.7 1ST LIFT TEST DATA SAMPLE TEST AREA LOAD CORR CURE FRAC COMPRES NO DATE AGE DIMENSIONS (in.) (sq in) (lbs) FACT TYPE TYPE STR(psi) -------------------------------------------------------------------------------- 00086 H 6.00 x 12.00 28.27 L 00087 H 6.00 x 12.00 28.27 L 00088 11/15/01 7 6.00 x 12.00 28.27 93000 L D 3290 00089 11/22/01 14 6.00 x 12.00 28.27 121250 L D 4290 00090 01/03/02 56 6.00 x 12.00 28.27 L 00091 01/03/02 56 6.00 x 12.00 28.27 L Comments: Samples tested in accordance with ASTM C39 LEGEND Curing type: L = lab, F = field Fracture types: A=cone, B=cone and split, C=cone and shear, D=shear, E=columnar CC: STEVENS CREEK APARTMENTS LP MCLARAND VASQUEZ AND PARTNERS WEBCOR BUILDERS (JOBSITE) SKILLING WARD MAGNUSSEN CUPERTINO BLDG INSP DEPT * FILE COPY* Respectfully submitted, SIGNET HAYWARD DIVISION 1 Zantino Ochoa 11/23/01 Lab Supervisor S I G N E T .3121 U1ALSLV AvhAuh T E S T I N G HAYWARD CA 94545 L A B S, I N C. CONCRI COMPRESSION TEST REPORT (510) 887-8484 DATE AGE DIMENSIONS (in.) PROJECT NO.: 0011351 RPT TO: CUPERTINO BLDG INSP DEPT * PROJECT DETAIL INFORMATION -------------------------------------------------------------------------------- 00080 H VERONA APARTMENTS x 12.00 10300 TORRE AVENUE STEVENS CREEK BOULEVARD CUPERTINO CA 95014 MIX DATA Lab Number 24322 Sample date 11/08/01 Material type CIP CONCRETE COMPRESSION TEST Supplier CENTRAL Admixture Set number 0005 Cast time 9:30am Fld Inspector KEVIN BROWN Ticket/Truck 589660/5135 Test tech GREG SANTIAGO,JR SAMPLE DATA CUPERTINO CA PERMIT #: 01050104 / APPL # Mix number HF 702291 Size agg 1" Spec Strength: 6000psi @ 56 Days Cement factor: 7.00 sack Slump, ASTM C143 6.50in Air temp 80deg F Mix temp 68deg F Air content, ASTM C173 Fresh unit wt, ASTM C138: pcf Dry unit wt, ASTM C567 pcf PLACEMENT LOCATION: FOOTING ALONG C.5 @ 6 1ST LIFT TEST DATA SAMPLE TEST AREA LOAD CORR CURE FRAC COMPRES NO DATE AGE DIMENSIONS (in.) (sq in) (lbs) FACT TYPE TYPE STR(psi) -------------------------------------------------------------------------------- 00080 H 6.00 x 12.00 28.27 L 00081 H 6.00 x 12.00 28.27 L 00082 11/15/01 7 6.00 x 12.00 28.27 99000 L D 3500 00083 11/22/01 14 6.00 x 12.00 28.27 124750 L C 4410 00084 01/03/02 56 6.00 x 12.00 28.27 L 00085 01/03/02 56 6.00 x 12.00 28.27 L Comments Samples tested in accordance with ASTM C39 LEGEND Curing type: L = lab, F = field Fracture types: A=cone, B=cone and split, C=cone and shear, D=shear, E=columnar CC: STEVENS CREEK APARTMENTS LP MCLARAND VASQUEZ AND PARTNERS WEBCOR BUILDERS (JOBSITE) SKILLING WARD MAGNUSSEN CUPERTINO BLDG INSP DEPT * FILE COPY* Respectfully submitted, SIGNET HAYWARD DI34S2-QN Zantino Ochoa 11/23/01 Lab Supervisor S I G N E T -5-L/--L tJltUnLjU 1-�,vni.,4un T E S T I N G HAYWARD CA 94545 L A B S, I N C. CONCRE COMPRESSION TEST REPORT (510) 887-8484 Ticket/Truck 589442/5139 Air content, ASTM C173 PROJECT NO.: 0011351 RPT TO: CUPERTINO BLDG INSP DEPT * PROJECT DETAIL INFORMATION -------------------------------------------------------------------------------- 00074 Dry unit wt, ASTM C567 VERONA APARTMENTS PLACEMENT LOCATION: FOOTING ALONG LINE C.8 @ 4.1 10300 TORRE AVENUE STEVENS CREEK BOULEVARD CUPERTINO CA 95014 MIX DATA Lab Number 24320 Sample date 11/08/01 Material type CIP CONCRETE COMPRESSION TEST Supplier CENTRAL Admixture SAMPLE DATA CUPERTINO CA PERMIT #: 01050104 / APPL # Mix number HF 702291 Size agg Spec Strength: 6000psi @ 56 Days Cement factor: 7.00 sack Set number 0001 Slump, ASTM C143 4.75in Cast time 7:50am Air temp 70deg F Fld Inspector KEVIN BROWN Mix temp 73deg F Ticket/Truck 589442/5139 Air content, ASTM C173 (sq in) Test tech GREG SANTIAGO,JR Fresh unit wt, ASTM C138: pcf -------------------------------------------------------------------------------- 00074 Dry unit wt, ASTM C567 pcf PLACEMENT LOCATION: FOOTING ALONG LINE C.8 @ 4.1 28.27 TEST DATA SAMPLE TEST AREA LOAD CORR CURE FRAC COMPRES NO DATE AGE DIMENSIONS (in.) (sq in) (lbs) FACT TYPE TYPE STR(psi) -------------------------------------------------------------------------------- 00074 H 6.00 x 12.00 28.27 L 00075 H 6.00 x 12.00 28.27 L 00076 11/15/01 7 6.00 x 12.00 28.27 96750 L D 3420 00077 11/22/01 14 6.00 x 12.00 28.27 128000 L C 4530 00078 01/03/02 56 6.00 x 12.00 28.27 L 00079 01/03/02 56 6.00 x 12.00 28.27 L Comments Samples tested Curing type: L = lab, F = field Fracture types: A=cone, B=cone and cc: STEVENS CREEK APARTMENTS LP MCLARAND VASQUEZ AND PARTNERS WEBCOR BUILDERS (JOBSITE) SKILLING WARD MAGNUSSEN CUPERTINO BLDG INSP DEPT * FILE COPY* in accordance with ASTM C39 LEGEND split, C=cone and shear, D=shear, E=columnar Respectfully submitted, SIGNET HAYWAR_ D_Du73&-I-QN Zantino Ochoa 11/23/01 Lab Supervisor 5 1 U N L l � 16 1 LJ1I-1D1.Ll/ h V Z1V V L, T E S T I N G HAYWARD CA 94545 L A B S, I N C. CONCRE COMPRESSION TEST REPORT (510) 887-8484 PROJECT NO.: 0011351 RPT TO: CUPERTINO BLDG INSP DEPT * PROJECT DETAIL INFORMATION VERONA APARTMENTS 10300 TORRE AVENUE STEVENS CREEK BOULEVARD CUPERTINO CA 95014 MIX DATA Lab Number 28108 Sample date 11/08/01 Material type CIP CONCRETE COMPRESSION TEST Supplier CENTRAL Admixture POLYHEED SAMPLE DATA CUPERTINO CA PERMIT #: 01050104 / APPL # Mix number HF 702291 Size agg 1" Spec Strength: 6000psi @ 56 Days Cement factor: 7.00 sack Set number 0016 Slump, ASTM C143 6.50in Cast time 1:50pm Air temp 70deg F Fld Inspector THEODORE W. SPIVEY Mix temp 80deg F Ticket/Truck 590207/1209 Air content, ASTM C173 Test tech GREG SANTIAGO,JR Fresh unit wt, ASTM C138: pcf Dry unit wt, ASTM C567 pcf PLACEMENT LOCATION: ELEVATOR PIT FOUNDATION FTG. LINES C.9 -D/4-4.5 (TOP LIFT 4'-611) TEST DATA SAMPLE TEST AREA LOAD CORR CURE FRAC COMPRES NO DATE AGE DIMENSIONS (in.) (sq in) (lbs) FACT TYPE TYPE STR(psi) -------------------------------------------------------------------------------- 00068 H 6.00 x 12.00 28.27 L 00069 H 6.00 x 12.00 28.27 L 00070 11/15/01 7 6.00 x 12.00 28.27 120500 L C 4260 00071 11/22/01 14 6.00 x 12.00 28.27 138250 L C 4890 00072 01/03/02 56 6.00 x 12.00 28.27 L 00073 01/03/02 56 6.00 x 12.00 28.27 L Comments Samples tested in accordance with ASTM C39 LEGEND Curing type: L = lab, F = field Fracture types: A=cone, B=cone and split, C=cone and shear, D=shear, E=columnar CC: STEVENS CREEK APARTMENTS LP MCLARAND VASQUEZ AND PARTNERS WEBCOR BUILDERS (JOBSITE) SKILLING WARD MAGNUSSEN CUPERTINO BLDG INSP DEPT * FILE COPY* Respectfully submitted, SIGNET HAYWARD D I V I S_L0N Zantino Ochoa 11/23/01 Lab Supervisor S I G N E T .jl.�l lliAbLju HVh1VUh T E S T I N G HAYWARD CA 94545 L A B S, I N C. CONCRF COMPRESSION TEST REPORT (510) 887-8484 65deg F Fld Inspector THEODORE W. SPIVEY Mix PROJECT NO.: 0011351 RPT TO: CUPERTINO BLDG INSP DEPT * PROJECT DETAIL INFORMATION 589899/1153 Air content, VERONA APARTMENTS 10300 TORRE AVENUE STEVENS CREEK BOULEVARD CUPERTINO CA 95014 MIX DATA Lab Number 28104 Sample date 11/08/01 Material type CIP CONCRETE COMPRESSION TEST Supplier CENTRAL Admixture POLYHEED SAMPLE DATA CUPERTINO CA PERMIT #: 01050104 / APPL # Mix number HF 702291 Size agg 1" Spec Strength: 6000psi @ 56 Days Cement factor: 7.00 sack Set number : 0008 Slump, ASTM C143 6.75in Cast time :11:25am Air temp 65deg F Fld Inspector THEODORE W. SPIVEY Mix temp 78deg F Ticket/Truck 589899/1153 Air content, ASTM C173 Test tech GREG SANTIAGO,JR Fresh unit wt, ASTM C138: pcf Dry unit wt, ASTM C567 pcf PLACEMENT LOCATION: ELEVATOR PIT FOUNDATION FTG. LINES C.9/4 (2ND LIFT 3'-5') TEST DATA SAMPLE TEST AREA LOAD CORR CURE FRAC COMPRES NO DATE AGE DIMENSIONS (in.) (sq in) (lbs) FACT TYPE TYPE STR(psi) -------------------------------------------------------------------------------- 00062 H 6.00 x 12.00 28.27 L 00063 H 6.00 x 12.00 28.27 L 00064 11/15/01 7 6.00 x 12.00 28.27 96250 L C 3400 00065 11/22/01 14 6.00 x 12.00 28.27 119500 L D 4230 00066 01/03/02 56 6.00 x 12.00 28.27 L 00067 01/03/02 56 6.00 x 12.00 28.27 L Comments: Samples tested in accordance with ASTM C39 LEGEND Curing type: L = lab, F = field Fracture types: A=cone, B=cone and split, C=cone and shear, D=shear, E=columnar CC: STEVENS CREEK APARTMENTS LP MCLARAND VASQUEZ AND PARTNERS WEBCOR BUILDERS (JOBSITE) SKILLING WARD MAGNUSSEN CUPERTINO BLDG INSP DEPT * FILE COPY* Respectfully submitted, SIGNET HAYWARD DIVI Zantino Ochoa 11%23/01 Lab Supervisor a November 18, 2002 City of Cupertino Building & Central Fire Departments 10300 Torre Avenue �` ��r��' %��r, ��'�-'r P, Cupertino, California 95014-3255 o "d l(I „ � RE: BLDG. PERMIT NO. (H9A- �/ Control No: -1 -95 -Nr— Plan Check No.+2-0"3 MV&P Job No. 99-193 Response to Building Two Fire Department Plan Check Comments Project Address: 20488 Stevens Creek Boulevard., Cupertino, California 95014 Project Name: Verona f f „"e' Dear Mr. Casteel and Mr. Barnes, NOV', �u„ 2,']N) Enclosed please find Our response to the outstanding plan check issues f o Verona Iu} Apartment Project. The response item numbers correspond to the number Please refer to current signed sets of revised prints. ITEM # PLAN CHECK RESPONSE Central Fire Department: 3.7- The requirement for an Exterior Exit Stair to have openings on two adjacent sides that open onto a yard, exit court, or public way. The intent of this requirement is to insure that the stair will be sufficiently open to the exterior to prevent the accumulation of smoke and toxic gases. The current design for Sluir 6 hus openings on two sides, one on the court and the o Cher a t the s oiah e nd of the s lair, as ii, ell as b eing open to the c orridor. From a ventilation point of vieiv, Slair 6 will perform as if it were open on three sides. .Also, till walls separating Stair 6 from adjacent units are tiro -hour construction. Slair 6 is open to the skv al the Third level, allowing even greater venlilating churacierislics. As we discussecl, I have included an Application for Use ofAlternale Method of Construclion for your review. 3.8- The requirement of Exterior Exit Balconies to comply with the 50% openness or be constructed as one-hour Fre-resistive corridor criteria. The intent of our design i s 10 construct a one-hour corridor wish unprotected openings tote erlerior when permrttec hy Tctale -A. A�z �cci�nanc �rnu� R- Frt 4 9cnr ,;. m4av nrVp Cl�/l"u n City of Cupertino November 18, 2002 Page 2 1, Type V, one-hour construction may have unprotected openings when the opening is not less than five (5) feet from the real or assumed property line. Please refer to attached ICBG Interpretation addressed to Greg Casteel, dated August 14, 2002 for further clarification. ��; r) Although the 2 -HR area separation walls continuingacross the corridors was not a listed 11 plan check item, MVP acknowledges that the Santa Clara County Fire Department had raised the issue in prior discussion and MVP agrees with their requirement. Please refer to the Composite Floor Plans for the revised area separation walls. Please do not hesitate to give me a call with any questions or comments. Sincerely. McLarand, Vasquez & Part , Inc. Mich el Gould Director of Architecture - Oakland cc: Mr. Don Bragg, Prometheus Alc la P NV & PAProleci FilesV1999A99193�cor espondenceA99193117 doc 10/28/02 17:36 C TY im CUPEINO '$40877' 13 CITY CUPERTINO ti/ic/qeG �raUL� 99 - 0o�,-- 2-�03 2001/004 Plan Check Division 10300 Torre Avenue Cupertino CA 95014 Telephone (408) 777-3228 Fax(408)777-3333 Building Department APPLICATION FOR USE OF ALTERNATE MATERIAL METHOD OF CONSTRUCTION OR MODIFICATION OF CODE Address of where work will be done: Via - 90Q V9 rM L toiyg� The undersigned hereby requests the following: Use of alternate material Use of alternate method of construction Modification of Code (See UBC Section 104.2.7,104.2.8,104.2.9, UFC 103.1.2. Codes affected: Building _ Electrical Mechanical Fire Other _ Energy Number of specific section involve: 1006.3.3.1 Brief description of Applicant's Name: MEN F 1 Telephone: ID J 112 Revised 11196 112 10/28/02 17:96 %24087779 CITY CUPERTINO Q002/004 Plan Cbeck Division 10300 Torre Avenue Cupattiao CA 95014 Telephone (408) 777-3228 Fax(408)777-3333 The Building and Fire Official must evaluate information that the material, method of work and /or modification is equal to the Code in strength, effect, fire -resistance, durability, safety, etc. Please supply such information to support your request. Use additional paper if necessary. 1: Suitability 2. ' Strength: 3. Lffectiveness. 4. Fire resistance: 5. Durability: 6. Safety: 7. Test(s) and test procedures: Additional evidence or proof: Date: Signature: The above application and material has been reviewed and is: [ ] ACCEPTED Fire Marshal: Building official: 212 Revised 11196 [ ] REJECTED Date: Date: OCT-03-02 08;59 FROM-PROWETHEUS REAL ESTATE GROUP 650-596-5374 T-353 P.02/03 F-759 O 5360 WORKMAN MILL ROAD - wmiTrim CALIFORNIA 90601-2298IC8 Fa nen�pMomaaol�dotnr�moso�olcoeoG,rnaG - (562) 699-0541 • www.icbo_ore CordaSNA bo-rro (onion. hum (Alum s Ind duyJti. udw A - Wink )Aawl - eu,M,1w • Lwihua weicK e - uxm. gpM}um • ow fir. ?Ajo Ro ww sanding a sol„ W"a August 14, 2002 Greg Caswel City of Cupertino Building Division 10300 Torre Avenur: Cupertino, CA 95014-3255 SUBJECT: Courts in Corridor Sections 1003.2.5 and 1004.3.4.3.2 Uniform Building Code, 1997 Edition Ln response to your letter, dated June 28, 2002, and attachments by Michael Gould, dated June 10 and 24, 2002 about the referenced subject, the following comments are offered. Your questions have been paraphrased w standardize the format. The following opinion is a consensus 1CBO staff opinion. You, as the official responsible for enforcing the code, are die: legal authority in rendering interpretations of the code and are not obligated to accept this opinion. Code opinions are based on published Uniform Codes, and do not include local, state or federal codes, policies or amendments. Q: We have a new apartment complex that is currently in the plan check process and There is one issue that has not been resolved. The building is a four story, Group R, Division 1 Occupancy with Type V, One-hour construction. The building will have an approved automatic sprinkler system throughout. A corridor runs through each floor, and stairways are provided at each end. At three different location, the corridor passes by small courts. Can an one-hour corridor pass by a tour(? Our concern primarily deals with the application of Section 1003.2.5, which Mates that the exit path along a means of egress shall not be interrupted by any building element other than a means of egress component. It appear; that the continuity of the corridor system is being compromised by passing by the court areas. A: Section 1004.3.4.3.2, Exception 2, allows unprotected openings in the corridor to the exterior When permitted by Table 5-A. Based on the submitted plans, the courts are of sufficient s4e to permit unprotected openings between the courts and the corridor. This is determined on an assumed property line 5 feet from the edge of the court. The intent of Section 1003.2.5, regarding continuity of the path of exit travel along the means of egress, would not restrict the corridor from passing by a court. The OCT -03-02 08;59 FROM -PROMETHEUS REAL ESTATE GROUP 650-596-5374 T-353 P.03/03 F-759 Greg Casteel August 14, 2002 Page: 2 complying courts do not diminish the means of egress system, in respect to this section. I am hopeful that this provides an answer to your questions- If you require further assistance please feel free to call. very truly yours, Dennis 1. M reary, PE — - - Principal Staff Engineer DJN. 4:kj (44073)l:1colsnarcm1T17E(�1971lOil3-Z-5.wpC Project: Verona Cupertino, California MV&P Job No. 99-193 Owner: Prometheus Real Estate Group 350 Bridge Parkway Redwood City, CA 94065-1517 Contractor: Webcor Builders 20452 Stevens Creek Boulevard Cupertino, California 95014 Daniel Silverie III, Inc. 2320 Del Monte Avenue, Suite Al Monterey, California 93940 Architect: McLarand, Vasquez & Partners, Inc. 1900 Main Street, Suite 800 Irvine, California 92614 Revision: Pdarano, Vasquez & Patk, Inc. BULLETIN NO. 2 October 18, 2002 Note: This Bulletin is issued for clarification of the Contract Documents or a proposed change to the Contract Documents. It is not an authorization to proceed with the items described. Submit a written proposal to the Construction Manager for any anticipated changes in contract price andlor schedule as a result of this Bulletin. Do not proceed with any items described in this Bulletin without written authorization from the Owner. Architectural Drawings A2-1.1.1 Addition of 3 sets of fire separation door in corridor and labeling revising to unit number. A2-1.1.2 Addition of 3 sets of fire separation door in corridor and labeling revising to unit number. A2-1.1.3 Addition of 3 sets of fire separation door in corridor and labeling revising to unit number. A2-1.1.4 Revised labeling to unit number. Verona Bulletin No. 2 Page 2 — October 18, 2002 A -4.A 1 L Addition of 3 hour bearing wall, dimension and wall type and detail labels modified. A-4.A5L Addition of 3 hour bearing wall, dimension and wall type and detail labels modified. A -4.131L Addition of 3 hour bearing wall, dimension and wall type and detail labels modified. A -4.132L Addition of 3 hour bearing wall, dimension and wall type and detail labels modified. A -4.134L Addition of 3 hour bearing wall, dimension and wall type and detail labels modified. A-4.B5L Addition of 3 hour bearing wall, dimension and wall type and detail labels modified. A-4.0 1 New variant type H. A -4.G1 Dimensional changes to windows and walls, as well as, wall type and detail labels modified. A -4.G 1 L Dimensional changes to windows and walls, as well as, wall type and detail labels modified. A-4.1-11 Dimensional changes to windows and walls, as well as, wall type and detail labels modified. A -4.1-11L Dimensional changes to windows and walls, as well as, wall type and detail labels modified. A-4.1-12 Dimensional changes to windows and walls, as well as, wall type and detail labels modified. A -4.J 1 Dimensional changes to windows and walls, as well as, wall type and detail labels modified. A -4.J2 Dimensional changes to windows and walls, as well as, wall type and detail labels modified. A-4.J2L Dimensional changes to windows and walls, as well as, wall type and detail labels modified. Verona Bulletin No. 2 Page 3 — October 18, 2002 A -4.K1 Dimensional changes to windows and walls, as well as, wall type and detail labels modified. Rated shaft added. A-4.1-1 Dimensional changes to windows and walls, as well as, wall type and A -4.1.9c detail labels modified. A1-6.1.11 New wall types added. A-6.35 Canopy dimensions modified. A-6.36 New canopy elevation. A-6.37 Canopy details modified. Bulletin No. 3 Architectural Drawings AG- 1.l.Aa Retail trash area added A -4.1.2a Retail trash area plan added, detail 5. Detail labels added in on level A and one. A -4.1.5a Dimensional changes, window added, detail labels modified. A -4.1.9c Hatch to retail trash area added. A 1-6.1.02 Dimensional and stud size changes at window. A2-6.1.01 Dimensions and detail labels modified. A2-6.1.02 Dimensions and detail labels modified. A-5.12 Revised dimensions and new windows. A-6.32 Dimensions modified on trim. A-6.34 Trellis attachment and trellis plan conditions modified. A-6.42 Dimensional and stud size changes at window. Verona Bulletin No. 2 Page 4 — October 18, 2002 Structural Drawings S2.31 Bearing wall layout modified. S2.32 Bearing wall layout modified. S2.33 Bearing wall layout modified. S2.34 Bearing wall layout modified. S2.35 Header beams modified at roof framing. S5.1. I Wood header details modified. Reason: Owner Requested Changes Requested By: Architect Distribution: Don Bragg, Prometheus Real Estate Group Shane Harris, Webcor Builders Daniel Silverie 111, Inc., Carl Schmidt Michael Gould, McLarand, Vasquez & Partners, Inc. PPAtm PAMV & P\Project Files\1999\99193\bulletin\99193b02.doc SKILLING W R R U Memo M R G N U S S 9 N (insulting Structural 0 R R K S N I R E and [nil Engineers 1301 Fifth Avenue, Suite 3200, Seanie, WA 98101-2699 Ph.106/292-1200 Fex206/191-1201 hW/wxw.skilling.cam TO Michael Gould DATE November 13, 2002 FROM Jeff Baerwald PROJECT Verona SIJBJECT Structural Drawing Revisions Dated October 18, 2002 The following structural sheets were modified in the October 18, 2002 Bulletin: S2.31, S2.32, S2.33, S2.34, S2.35, and S5.11. A list of the modifications to each sheet follows. S2.31 -S2.35: 1. Entire sheet: Shear walls revised to match owner request for larger windows at exterior. Holdown forces and shear wall nailing revised due to revised wall lengths and revised wall force distribution due to change in wall lengths. 2. K1 Unit: Shear walls at corridor (approx. grids P.5/10.6) relocated to interior of unit to match architectural change accommodating duct from retail space below. 3. Corridor shear walls: Shear wall nailing and holdowns at corridors revised to match shortened length due to fire doors. Fire doors added at city's request through permit comment process. Locations are grids K.5/9.8, K.5/10.2, G.9/9.8, G.9/10.2. 4. East Stairwell: Stairwell walls revised to match the latest architectural background. 5. Exterior wall thickness: Some exterior walls changed from 6' to 4' studs to match architectural drawings. At shear walls, holdown posts and gravity posts have been revised to 4" nominal width. Bearing wall callouts have been revised where walls changed from 6" to 4' nominal width. S2.32 -S2.35: 1. Entire sheet: Header callouts revised per contractor's request to reduce framing cost. Headers were changed from hanger -type at rim to headers below floor framing through the RFI process. Plans have been updated so the header callouts match the RFI response. S5.11: 1. Detail 3/S5.11: Detail no longer applies due to header revisions and has been deleted. 2. Detail 20/S5.11: Per previous RFI, the headers have been revised to sit below the floor framing. In addition, the 3' nominal window frame detail was revised to 4" nominal width. Detail 20 has been revised to match the RFI response at the contractor's request to avoid confusion_