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Home My WebLink About1635 FARADAY AVE; ; CB984150; PermitVf5L4i 01/26/1999 City of Carlsbad Building Permit Permit No:CB984150 Building Inspection Request Line (760) 438-3101 Job Address: 1635 FARADAY AV CBAD Permit Type: IN DUST Sub Type: Parcel No: 2121303100 Lot #: 106 Valuation: $1,890,400.00 Construction Type: IlIN Occupancy Group: B Reference #: Project Title: 68000 SF SHELL BLDG Status: ISSUED Applied: 11/25/1998 Entered By: RMA Appr/lssued: 01/26/1999 Inspect Area: 5752 01/24/99 0001 01 C-PRAT 102 9'5562,-81 Applicant: Owner: SMITH CONSULTING ARCHITECTS FARADAY BUSINESS PLAZA L L C 12220 EL CAM INO REAL STE 20 SAN DIEGO CA 92130 92130 619 793-4777 ( /nnQQ al' ace Fees: $95,562.81 ( Total Payments To Date: . $0.00\ () Balance Due: $95,562.81 / Description Fee -------------- * ELECTRICAL TOTAL '.'JA \ I /'' / 2,010.00 * PLUMBING TOTAL 84.00 BLDG PLAN CHECK \ ".,' J 3,398.34 BUILDING PMTS \ \ /1 / 5,228.21 Enter Additional Reclaim /, / 15,360.00 or manually enter Licen / .00 PUBLIC FACILITIE _L_C \\\r / : STG MOTION . /1 r / 396.98 TRAFFIC IMPACT J ) 7,480 .00 ___ FINAL APPROVAL Inspector ZA Date: ______________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 'PERMIT APPLICATION I. CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 -*... (760)438-1161 • FOR OFFICE USE ONLY W 41 PLAN CHECK NO. 5o EST. VA IL.I ) S7rp '-fcV2 Plan Ck. Deposit Validated By Date I! PROJECT INFORMATION - Address te # &DOW 0&0040 A9 eill5t4-S5 to~ Le9Z riPtbo , Lot Subdivision Namumer1C Unit No. Phase No. Total # of units As ssor's Parcel # Existing Use Pr posed Use /dO / —CO Des ription f Work S . FT. #of Stories # of Bedrooms # of Bathrooms ,mt 5$/tk.. 1/U)) / tOb ç.,t. .01 2 CONTACT PERSON (if different ftom appcant) Name Address City State/Zip Telephone # Fax # 3 APPLICANT 0 Contractor 0 Agent for Contractor Owner JVAclent for Owner A 2X A Name City ', State/ZilfL/30 Telephone # Name 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County 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 that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or 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 ($5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name ~~ r /f / AddressfQ f/f City State/ Telephone .4 777 6 WORKERS COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: C] I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. C1 I have and will maintain workers' compensation, 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 number are: Insurance Company Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: 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' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7 OWNER ,UILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: C1 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 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 the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct 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 contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ______________ Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. 1, have contracted with the folj,eig person (firmj to.pvide the propose,nstrcjiop (irlue name Jdress / Dhans nmbei I plan to provide portions of the work, but I have hired thefollow person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number):_____________________________ I will provide some of the work, but I have contracted (hired) the ng persons to provide the work indicated (include name I address I phone number / type of work): PROPERTY OWNER SIGNATURE \).t2_21444.-.C). DATE COMPLETE THIS SECTION FOR NON—RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely he d us materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8 CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code(. LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ 9 APPUCANTCERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citi of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA; An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every per nsued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such er$it is nit commed ithin 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any tim aff4rtI'W otIf js cofne fo a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATUI , J1JJ&LUL) IL DATE WHI E: Fi e YELLOW: Applicant PINK: Finance Inspection List Permit#: CB984150 Type: INDUST 68000 SF SHELL BLDG Date Inspection Item Inspector Act Comments 11/3/99 89 Final Combo TP AP 5/19/99 11 Ftg/Foundation/Piers TP AP PARK LOT LITE POLE BASE FTNS 5/19/99 12 Steel/Bond Beam TP AP 5/11/99 31 Underground/Conduit-Wirin TP AP U/G CONDUIT FOR SITE LITES 5/6/99 17 Interior Lath/Drywall TP AP STR WELL ENCL 5/4/99 17 Interior Lath/Drywall TP AP TOP LYR 1 H CEIL@STR WELL (2) 5/4/99 84 Rough Combo TP WC 4/29/99 17 Interior Lath/Drywall TP AP STR WELL ABOVE CElL, PENT. CAULK 4/27/99 17 Interior Lath/Drywall TP PA STR WELL INT. 4/27/99 18 Exterior Lath/Drywall TP AP MAIN ENTRY ,COLONADE 4/27/99 65 Retaining Walls TP WC 4/19/99 14 Frame/Steel/Bolting/Weldin TP AP COLONAIDE, STAIR WELL B & C 4/19/99 14 Frame/Steel/Bolting/Weldin TP CO STAIR LANDING FRM NOT PER PLAN 4/14/99 12 Steel/Bond Beam TP AP TSH ENCL PNL FTN TI 6 IN 4/14/99 14 Frame/Steel/Bolting/Weldin TP AP STORE FRNT SOFFIT/CLMN 4/14/99 22 Sewer/Water Service TP AP BLDG TO MAIN 4/12/99 22 Sewer/Water Service TP NR ND TEST 4/8/99 11 Ftg/Foundation/Piers TP AP TSH ENCL PNL FTNS 4/8/99 12 Steel/Bond Beam TP AP P.G. @ LOBBY MEZ CLMNS 4/8/99 12 Steel/Bond Beam TP AP 4/5/99 12 Steel/Bond Beam TP AP MEZ DECK COMP 4/5/99 14 Frame/Steel/Bolting/Weldin TP WC 4/2/99 14 Frame/Steel/Bolting/Weldin RB PA MEZZ DECK LN A-D & 1-6 OK 4/1/99 11 Ftg/Foundation/Piers TP AP P.G. @ CLMN BASES 4/1/99 14 Frame/Steel/Bolting/Weldin TP AP MEZ DECKING 1-3.5 G-D LN 3/31/99 22 Sewer/Water Service TP CO TEST FAILED 3/30/99 22 Sewer/Water Service TP CA 3/24/99 15 Roof/Reroof TP AP 3/23/99 15 Roof/Reroof TP NS 3/22/99 15 Roof/Reroof TP PA N/INCL SECT A 3/22/99 24 Rough/Topout TP AP ROOF DRAINS WATER TEST 3/11/99 11 Ftg/Foundation/Piers TP WC 3/11/99 12 Steel/Bond Beam TP AP POUR STRIP COMP., INT SHR #27, 28 3/10/99 11 Ftg/Foundation/Piers TP WC 3/10/99 12 Steel/Bond Beam TP AP P.S. A LN. 5.5 A-B, SHR PNL 29 3/9/99 11 Ftg/Foundation/Piers TP AP POUR STRIP 1 LN, ALN 1-3 3/5/99 12 Steel/Bond Beam TP AP 3/4/99 22 Sewer/Water Service TP NR 3/2/99 11 Ftg/Foundation/Piers TP AP GEN ENCL FTNS 3/2/99 12 Steel/Bond Beam TP AP 3/1/99 11 Ftg/Foundation/Piers TP CO BARS SHORT @ GEN ENCL 3/1/99 12 Steel/Bond Beam TP CO 2/26/99 11 Ftg/Foundation/Piers TP CO GEN ENCL, BAR LAPS MISSING @ CONT 2/26/99 12 Steel/Bond Beam TP CO Thursday, November 04, 1999 Page 1 of 2 2/23/99 31 Undergroundl.Conduit-Wirin TP AP UFFER GRN 2/22/99 12 Steel/Bond Beam TP AP SOG @ ELECT RIM 2/22/99 22 Sewer/Water Service TP WC 2/19/99 11 Ftg/Foundation/Piers TP AP CONT FTN A-D ON 6 LN. 2/19/99 12 Steel/Bond Beam TP AP EXT SPRD FTNS 2/17/99 13 Shear Panels/HDs TP AP PNLS COMP. 2/16/99 11 Ftg/Foundation/Piers TP WC 2/16/99 12 Steel/Bond Beam TP CO PNLS SEE NOTICE 2/12/99 11 Ftg/Foundation/Piers DH NR 2/11/99 11 Ftg/Foundation/Piers DH AP PANELS 14,22,27,28,29,23,20 2/10/99 11 Ftg/Foundation/Piers TP WC 2/10/99 11 Ftg/Foundation/Piers TP WC CONT FTN @ GEN ENCL 2/10/99 12 Steel/Bond Beam TP CO PNLS 15-21 SEC NOTICE ATTCH Thursday, November 04, 1999 Page 2 of 2 City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite FJiés Plan Check#: Date: 10/18/99 5:17:4 Permit #: CB984150 Permit Type: INDUST Project Name: 68000 SF SHELL BLDG Sub Type: Address: 1635 FARADAY AV Lot: 106 Contact Person: Phone: Sewer Dist: CA Water Dist: CA Inspected ,.j,14 By: Date Inspected: ll ,, ///99.Approved: >( _____ Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: ( City 01 Carlsbad RECEV ]) Final Building Inspection [OCT 9i999J CITY OF CARL3M) Dept: Building En ii ring Planning CMWD St Lite Fire ENGINEERING DEPARTME Plan Check #: Date: 10/18/99 5:17:4 Permit #: 0B984 150 Permit Type: IN DUST Project Name: 68000 SF SHELL BLDG Sub Type: Address: 1635 FARADAY AV Lot: 106 Contact Person: Phone: Sewer Dist: CA Water Dist: CA InspecteØ Date By: __________________________ Inspected: ____________Approved: ______ Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: - City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD §Iie Fire Plan Check #: Date: 10/18/99 5:17:4 Permit #: 0B984150 Permit Type: INDUST Project Name: 68000 SF SHELL BLDG Sub Type: Address: 1635 FARADAY AV Lot: 106 Contact Person: Phone: Sewer Dist: CA Water Dist: CA Date 1spe1 Inspected: \D Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: To: Mike Peterson CITY OF CARLS AD From: Bill Shirley RED CROW PROPERTIE , INC. Date: January 6, 1999 FAX 760-438-0894 Questions? Call (760) 431-7612 Fax (760) 431-8968 1947 Camino Vida Roble, Suite 104 Carlsbad, CA 92008 Pages: 10 (including cover page) Re: Lot 106, Carlsbad Research Center Faraday Business Plaza Previous Permit No. CB980082 New Permit No. CB984150 Attached are copies of: Pad Certification Letter from Adkan Engineers, and Soils Compaction Letter from Christian Wheeler Engineering. As soon as you have time to prepare the Community Facilities Option Form, please fax it to me at 431-8968, or call me at 431-7612, and I will pick it up and deliver back to you. Thank you. Fax Copy To: Ranlp Jeff Jenco 760-744-9064 Lusardi Construction Mark Langan 619-793-4787 Smith Consulting D 10d 8968 Tt7 09L sdo.kd MO.A3 PU vot.:ot 66-90-ueC r'cLJC•1 AL)?ZMJJ U1Ntth$S 909 688 OS99 P.2 aclitari CIVIL ENGINEERING • SUAVE VSNG _PLANNING ENGINEERS 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL.: (909) 688-0241 • FAX: (909) 688.0599 January 5, 1999 CITY OF CARLSBAD 1200 Carlsbad Village Drive Carlsbad, CA 92008 Regarding Faraday Business Plaza, Carlsbad Subject: Pad Certification Gentlemen: Per a field survey performed under my supervision on 115/99, we have found the aforementioned pad for the above referenced project has been completed substantially in conformance with the approved plans. This certification constitutes an expression of professional opinion regarding the facts contained herein, and does not constitute a warranty or guarantee, either expressed or implied (reference Business and Professions Code Section 6735.5). If you have any questions, contact Dave Kiug of this office. Sincerely, adkan ENGINEERS 9U ND. 533g Charissa JA Leach RCE 53390 CL:DK:kf 5467a.crt co,d 8968 lev 09L se..&ado.d MO.A3 p VOOt 66-90-uec' =S;g Information To Build On Engineering • Consulting • Testing FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING November 22, 1999 Building Official City of Carlsbad Building Inspection Dept 2075 Las Palmas Carlsbad, California 92009-4859 SUBJECT: SATISFACTORY COMPLETION OF WORK INSPECTION AND MATERIAL TESTING PERMITNO! 98-4150 PSI Project # 059-80127-68 REQUIRING SPECIAL PROJECT ADDRESS Faraday Business Plaza 1635 Faraday Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, all the work requiring special inspection, material sampling and testing under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on this 22uid day of November, 1999. Comments: PSI's Scope of Services included the following: Concrete, Welding, Ultrasonic and Epoxy Anchorage Inspection TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Professional Service Industries, Inc. 6867 Nancy Ridge Drive, Ste E , ESSi San Diego, CA 92121 UJ No. 57217 M Exp. 12/3 i(e tj Eduardo Dizon, RCE CP CIVIL OF c'13 _' State of California Registration Number: RCE 57217 Expiration Date: 12/31/2001 Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Carlsbad 972567/68 September 29, 1997 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: /t35 qØ#/ /9iYv 1Ot /b1 2IQI PLAN CHECK NUMBER: OWNER'S NAME: F1Yz,WñLf 191/VFS54n?t t, C-4 I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspectqr(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC S ction 106.3.5. Signed • I, as the engineer/architect of record, certify that'Mve prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Eogineees/ArcNtect's S. al 8 Signature Her. Signed 1. List of work requiring special inspection: I Soils Compliance Prior to Foundation inspection3. i Field Welding . Structural Concrete Over 2500 PSI 4. $ High Strength Bolting LI Prestressed Concrete III Expansion/Epoxy Anchors LI Structural Masonry Li Sprayed-On Fireproofing LI Designer Specified 5 g Other PA*WIP!t1161 r I Yf,,WO4GIN SThL- 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: /ti / CJ/415timV kV#/tt' IVf/YkiUNC (4v) 461 - 97b0 /iVS : PSI 717V (bi'9) f&c - 054f* 3. Duties of the special inspectors for the work listed above: /14/ 4,uooic /fvgP/flo1V3 4uo,t p cotie /,2eie leeit*iv7 /7M5 ;Z '57 :eoN/7N110C15 ii-iiiav a- m Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. BUILDING ELECTRICAL HEATING PLUMBING - REFRIGERATION - COMBINATION 11 CITY OF CARLSBAD BUILDING JOB ADDRESS INSPECTION /6 DEPARTMENT TICE NO. 00784 CENUS TRACT NO, CONTRACTOR OWNER OR PERMITtEE NAME MAIL ADDRESS FOR OWNER, OR CONTRACTOR READ Eli NO PERMIT - STOP WORK - REMOVE CONSTRUCTION, OR OBTAIN PERMIT AND MAKE ANY VIOLATION WORK COMPLY WITH BUILDING LAWS. (See comments on reverse side regarding penalty fees). REVERSE CONSTRUCTION NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT. SIDE NOTE Ei CALL PLANING DEPARTMENT AT 438-1161, CONCERNING VIOLATION OF ZONING REGULATION LISTED BELOW. PRESENT THIS NOTICE WHEN El MAKING APPLICATION FOR PERMIT STOP WORK - UNTIL AUTHORIZED TO CONTINUE BY THE INSPECTOR. El CONTACT CODE ENFORCEMENT OFFICER AT 438-1161. El CORRECTIONS REQUIRED El CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT 438-3550. CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. El PAY REINSPECTION FEE (See Back); THEN El CALL FOR REINSPECTION AT 438-3101. El PARTIAL APPROVED El WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED. c ,4vt £'7—If ,L A't L1 ic.nic 4 J AA44 ,i,çy,,l- 2is zg-4 ('oie) 4,1f /j—_f THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN, _________ DAYS. THE CARLSBAD MUNICIPAL CODE REQUIRES PENALTY FEES WHEN WORK HAS BEEN STARTED WITHOUT PERMIT. NAME OF INSPECTOR (PRINT) INSPECTORS SIGNATURE OFFICE TEL. NO. DATE 7:00 A.M. TO 8:00 A.M. IN-13 (Rev. 2/86) 3:00 P.M. TO 4:00 P.M. MONDAY THRU FRIDAY PERMIT PLAN FILE NUMBER I V a' I .ijtii - — — - — - L.-!JTo Build On Engineering • Cmmiftin, a INSPECTiON REPORIr Page _LoL..... CLIENT DATE Architect m/#'dm:z~-"~e 414kA Engineer_,ZVL17) s'/h5-Poeli3eex. Contractor PROJECT (Name)tai1 'S 'flt5 (Address) Ate. REPORT NO. C_— Builduig Permit No.— Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION _OSHPD _OSA MATL SAMPLING OTY __Concrete Cylinders __Cement ____ MATERIAL DESCRIPTION _±(1RinL: Rebar _/fl906 Rint.: W.W.F. IN$PECTION CHECKLIST _k 'Ian & Specs O< _±llearances _ rog1,,d _Specialty __Mortar Samples - Rinf.: Tendons______________ .'PQSitkrnS O'- Mechanical Grout Samples - Cone.: Mix #/si______________ _vgizes 2 / Electrical Masonry Prisms _____ - Conc.: Mix #/psi______________ iaps (2 .__.00fing Masonry Block ______ - Conc.: Mix #/psi ._ Future Continuity #/psi _kI Concrete _Masonry Fireproofing Units (block or brick) - Grout: Mix #/psi - Mortar: Type/psi - Consolidation_______________ - Mortar Batching Struct Steel Asphalt Concrete _____ - Units: Block _________________ - Electrode Storage Prestress Conc Roofing - Units: Brick - Torque Applied Pile Driving - Reint. Steel _____ - Steel_______________________ _Fireproofing _Steel _____ - H.S. Bolts_________________ _Waterproofing H.S. Bolts _____ - Metal Decking Non-Destructive -Tendon (PT Strands) - Electrodes__________________ Soils Technician Batch Plant -Other _____ Other _____ - Fireproofing Other_____________________ —!L corrective action required 7' __________________________ Bolt Pull-Out - Other _____ Corrections completed REMARKS 2 -J/-' (71/) M CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the b ding codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME CERT. NO. _V,,F(Prini Cledy),/ - iI Information 1JJT0 Build On cngineec*ig • Consulting Testing ON REPORT Page- CLIENT DATE_cQ Architect_SI'7J//) t/4 4AII& Engineer c012 Contractor PROJECT (Name)YAy_iis s (Address) /b _,4 REPORT NO.__________________ Building Permit No. —i2- Plan File No Govt. Contract No. OSAorOSHPD #. Other INSPECTION OSHPD MArL SAMPLING QTY - Concrete Cylinders MATERIAL DESCRIPTION ...Rint.: Rebar 7/A- O? - iNSPECTION CHECKLIST Plan & Specs _OSA _Cement - Rini.: W.W.F. ______________ ... Clearances__C If— _Specialty - Mortar Samples - Rini.: Tendons Positions .*3-* #'.i - Mechanical - Grout Samples - Conc.: Mix #Ipsi Sizes_____________________ _Electrical - Masonry Prisms Conc.: Mix #/psi , -'Laps qiVcl - Rooting _.'concrete Per4vzis t?/. - Masonry Block Fireproofing - Conc.: Mix 41psi ______________ - Grout: Mix It/psi Future ntinuity #Ips, - Consolidation_______________ - Masonry - Units (block or brick) _____ - Mortar: Type/psi Mortar Batching _Struct Steel _Asphalt Concrete _____ - Units: Block - Electrode Storage -Prestress Conc - Roofing Units: Brick - Torque Applied - Pile Driving Reint. Steel — Steel______________________ H-S. Bolts_________________ _Fireproofing __Steel _Waterproofing - H.S. Bolts - Metal Decking Electrodes__________________ Non-Destructive _Tendon (PT Strands) _____ Soils Technician Other _____ - Fireproofing Corrective action required -Batch Plant - Other Other - Other _____ -Bolt Pull-Out Corrections completed REMARKS - i 1 51112 INNER 11 1—of—INSPECTI CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME CERT. NO. ___________________________ CLIENT DATE Architect cI7k/ 1Jsuti7,tI:;- Engineer _'A'124 Af..J4.72.1*1 Contractor LuA ,4jrn ay PROJECT (Name)%4b.1'J P.42,4 (Address) tt? &~ f4t4 CA REPORT NO. _Oi- Il-1 - Building Permit No. CA 91160-3 Plan File No. Govt. Contract No. OSA or OSHPD # Other jSSJ Information A;F'oBuildOn Engineering • Consulting • Testing INSPECTION REPORT PageL of INSPECTION _OSHPD MATL SAMPLING QTY _Concrete Cylinders MATERIAL DESCRIPTION - Rinf.: Rebar INSPECTION CHECKLIST .,.. Plan & Specs OSA __Cement _____ Rinf.: W.W.F. - Clearances_________________ Specialty Mortar Samples _____ Rinf.: Tendons - Positions___________________ _Mechanical __ Grout Samples - Conc.: Mix #/psi - Sizes _Electrical _Masonry Prisms _____ - Conc.: Mix #/psi - Laps - Future Continuity #/psi _Roofing __Masonry Block _____ - Conc.: Mix #/psi ___Concrete ___Fireproofing - Grout: Mix #/psi - Consolidation_______________ __Masonry ....Struct Steel __Units (block or brick) _____ __Asphalt Concrete _____ Mortar: Type/psi - Units: Block - Mortar Batching .X... Electrode Storage Prestress Conc _Pile Driving Roofing __Reinf. Steel _____ - Units: Brick .X. Steel - Torque Applied ___Fireproofing _Steel _____ - H.S. Bolts__________________ _Waterproofing Non-Destructive -H.S. Bolts _____ __Tendon (PT Strands) _____ Metal Decking Electrodes EM. ....._.Soils Technician __Other _____ - Fireproofing -Batch Plant Other _____ Other_______________________ - - Corrective action required ___________________________ Bolt Pull-Out -Other _____ - Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME_tl"" _______ INSPECTOR SIGNATURE 0 -niql Zo 91./i/3 CERT. NO.I4t c 4 Jr QO9o.ci4/ DATE * f'jt Information 1tf.iJTo Build On Engineering • Consulting • Testing INSPECTION REPORT Page ofL CLIENT DATE— Joloe 'fl — Architect Engineer, Contractor 'IWbMI PROJECT (Name)_fMP,4-"/ ?A/5 Rr4 (Address) ,44 f1t'/ Ø"L CAP17,_A REPORT NO. 669 - I 7 Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION MATL SAMPLING QTY MATERIAL DESCRIPTION )1SPECTION CHECKLIST _.__OSHPD -Concrete Cylinders - Rinf.: Rebar Plan & Specs _OSA _Cement _____ - Rinf.: W.W.F. Clearances - Specialty Mortar Samples - Rinf.: Tendons - Positions___________________ Mechanical ....._Grout Samples - Conc.: Mix #/psi - Sizes _Electrical Masonry Prisms _____ - Conc.: Mix #/psi - Laps - Future Continuity #/psi Roofing Masonry Block _____ - Conc.: Mix #/psi _Concrete _Fireproofing - Grout: Mix #Ipsi - Consolidation_______________ ._..,Masonry - Units (block or brick) - Mortar: Type/psi - Mortar Batching _.Struct Steel .__Asphalt Concrete _____ - Units: Block .... Electrode Storage Prestress Conc Pile Driving Roofing Reinf. Steel _____ - Units: Brick _teel - Torque Applied - Fireproofing Steel - H.S. Bolts___________________ __Waterproofing H.S. Bolts _7 1 Metal Decking Non-Destructive _Tendon (PT Strands) - Electrodes___________________ Soils Technician .__Other - Fireproofing Batch Plant Other Other - - Corrective action required Bolt Pull-Out -Other - Corrections completed REMARKS POW Wi7/N (N2>flo,(/ ' ' 4- 1 , t4 I ( 7- 4- £ c ( Cir c. ,p-s,€i CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME / (PrjI CIqsly) INSPECTOR SIGNATURE /3'- " (J PSI.B-900-1 70(2) CERT. NO. DATE— Y/P /ff fimmem fl Information .iToEuildOn •• CElV() AUG Pag&.LoLL Engineedng • Consulting • Testing INSPECTION REPORT 1999 C L I ENT_8/ e-6 kV /*.c DATE 9y Architect S.4~ I;a Engineer 0 Q 2 i Contractor ' PROJECT (Name) (Address) '0/4 z J' REPORTNO._O5OJ2'7— Building Permit No. 9é? '7— Ci? Plan File No. Govt. Contract No OSAorOSHPD# Other INSPECTION __OSHPD __OSA Specialty e,1,Zc,14 Mechanical Electrical .__Roofing MATL SAMPLING QTY -Concrete Cylinders _____ __Cement _____ Mortar Samples _____ .__Grout Samples .__Masonry Prisms _Masonry Block - MATERIAL DESCRIPTION - Rinf.: Rebar - Rinf.: W.W.F. - Rinf.: Tendons Conc.: Mix #/psi - Conc.: Mix #/psi - Conc.: Mix #/psi INSPECTION CHECKLIST Plan & Specs - Clearances________________ Positions___________________ _±izes - Laps - Future Continuity #/psi .__Concrete ..__Fireproofing - Grout: Mix #/psi - Consolidation_______________ __Masonry Units (block or brick) - Mortar: Type/psi Mortar Batching ...__Struct Steel .__Asphalt Concrete _____ - Units: Block - Electrode Storage .__Prestress Conc Roofing - Units: Brick Torque Applied Pile Driving _.__Reinf. Steel - Steel______________________ O' __Fireproofing __Steel _____ Bolts _K_/ __Waterproofing H.S. Bolts - Metal Decking - Non-Destructive -Tendon (PT Strands) - Electrodes___________________ ..__Soils Technician _Other - Fireproofing Batch Plant Other _jZ Other _S'.øf,SsPJ - Corrective action required __Bolt Pull-Out Other _____ -7 71' Corrections completed REMARKS $r- /%c Ao/.c L,/c,- Ii//d iCC6J,, o 7th (,1Li/ 7 -3 O -9 74c- 'tJ Ll CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _AJ A1 '7 Ic/t CERT. NO._ (Print Clearly) __________ INSPECTOR SIGNATURE PSI-B-900-170(2) fR% i1na 'fl WormOtiOn 1tfJJToBuild On Engineeifng • Consulting • Testing CLIENT_1iJ3kt-O/ DATE I/ Architect Page-!- of ....,L INSPECTION REPORT PROJECT (Name) (Address)_ 2444. 44Ac C REPORT NO. t4.—&/Z7— 3 Building Permit No. & If 15 Engineer Contractor /e2vm,q ' Plan File No Govt. Contract No. OSA or OSHPD #. Other. INSPECTION MAIL SAMPLING QTY MATERIAL DESCRIPTION )S PECTION CHECKLIST _OSHPD _Concrete Cylinders _____ Rinf.: Rebar Jan & Specs _OSA _Cement _____ Rinf.: W.W.F. .9earances _Specialty __Mortar Samples - Rinf.: Tendons _j{ositions .__Mechanical __Grout Samples - Conc.: Mix #/psi _Sizes Electrical —Masonry Prisms _____ - Conc.: Mix #/psi - Laps _oofing _Masonry Block _____ - Conc.: Mix #/psi ______________ Future Continuity #/psi Concrete - Fireproofing - Grout: Mix #/psi - Consolidation________________ Masonry 'Struct Steel Units (block or brick) _Asphalt Concrete _____ - Mortar: Type/psi - Units: Block _________________ __Mortar Batching . Electrode Storage - Prestress Conc Roofing ....,Units: Brick _________________ Torque Applied _Pile Driving __Reinf. Steel _____ Steel A413149i.4b0 _1 - H.S. Bolts__________________ _Fireproofing .._....Steel _____ —Waterproofing —H.S. Bolts _jyletal Decking —Non-Destructive _Tendon (PT Strands) Electrodes___________________ - Corrective action required — Corrections completed __Soils Technician Batch Plant Bolt Pull-Out _Other _____ -Other _____ - Other_____________ _____ - Fireproofing _ T212 ,.'/i A-it, VE hI4//,019A16 //JP44'7e7Af wff-6 IMAM! :It 7,,41 - A -. MW I - AQ mom) ERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, su b s t a n t i a l l y c o m p l i e s w i t h a p p r o v e d p l a n s , )ecifications and applicable sections of the building codes. This report covers the locations of the work inspected only an d d o e s n o t c o n s t i t u t e e n g i n e e r i n g o p i n - n or project control. ISPECTOR NAME _1i CERT. NO. / 52-1 / (Print CI arty) ISPECTOR SIGNATURE___________________________ DATE i/q /fq ;1-13-900-170(2). f'i7 Information ti .!.1 To Build On Engineering • Consulting • Testing INSPECTION F Page of IEPORT PROJECT (Address41/4 t- - REPORT NO. 2- 2/27 _37 Building Permit No. Architect Plan File No Engineer Govt. Contract No. OSAorOSHPD #• Contractor Other INSPECTION MATL SAMPLING CITY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _Concrete Cylinders _Rinf.: Rebar .. Plan & Specs .OSA _Cement _____ Rinf.: W.W.F._______________ _Clearances _..Specialty Mechanical _.Mortar Samples - Grout Samples Rinf.: Tendons_______________ - Conc.: Mix #/psi _.Positions Sizes - Electrical -Masonry Prisms _____ - Conc.: Mix #/psi . Laps - Future Continuity 4$/psi - Roofing -Masonry Block _____ - Conc.: Mix 4$/psi -Concrete -Fireproofing - Grout: Mix #/psi______________ Consolidation________________ Masonry _.truct Steel - Units (block or brick) Asphalt Concrete ______ Mortar: Type/psi Units: Block - - - Mortar Batching Electrode Storage Prestress Conc Pile Driving Roofing -- ______ - Reinf. Steel - Units: Brisk __________________ - Torque Applied __Fireproofing _Steel _____ - H.S. Bolts_________________ _Waterproofing -Non-Destructive - H.S. Bolts _____ Tendon (PT Strands) - Metal Decking _.Electrodes _Soils Technician _Other _____ - Fireproofing Corrective action required -Batch Plant Other Other______________________ - __________________________ Bolt Pull-Out -Other _____ - Corrections completed specifications and applicable sections of the building codes. This re p o r t c o v e r s t h e l o c a t i o n s o f t h e w o r k i n s p e c t e d o n l y a n d d o e s n o t c o n s t i t u t e e n g i n e e r i n g o p i n - ion or project control. INSPECTOR NAME INSPECTOR SIGNA PS-B-900-170(2) CERT. NO. DATE Information ltf..!JTo Build On Engineering • Consulting • Testing INSPECTION REPORT Page_Lof_L CLIENT DATE Architect_'*Wfl 44iç&i Engineer f-1kbL1Z-t r2L1(' Contractor L-'A-tLp t PROJECT (Name $UIPtL$ —PrZA (Address) 166;' k'' £.MtL4 ,API *j REPORT NO. Building Permit No.? '3 ' S SO Plan File No. ____ Govt. Contract No. OSAor OSHPD #. Other INSPECTION MATL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHCKLIST ...OSHPD __OSA _Concrete Cylinders 4. __Cement ____ — Rint.: Rebar Rinf.: W.W.F.4)4 fl24 _j Plan & Specs Clearances .__Specialty __Mechanical _Mortar Samples ..__Grout Samples — Rint.: Tendons______________ — Conc.: Mix #/psi 14 .i. Positions___________________ Sizes ______________________ _Electrical .__Masonry Prisms — Conc.: Mix #fpsi .) Laps_i" — Future Continuity #/psi _Roofing __Masonry Block _____ — Conc.: Mix #/psi Concrete ___Fireproofing — Grout: Mix #/psi ,>f. .__Masonry .__Units (block or brick) — Mortar: Type/psi — Mortar Batching - Struct Steel Asphalt Concrete _____ — Units: Block — Electrode Storage Prestress Conc Roofing _____ Units: Brick __________________ Torque Applied Pile Driving Reinf. Steel ______ Steel________________________ _.__Fireproofing __Steel _____ — H.S. Bolts__________________ .__Waterproofing —H.S. Bolts _____ — Metal Decking Non-Destructive ..__Tendon (PT Strands) _____ — Electrodes_________________ _Soils Technician __Other Fireproofing Corrective action required __Batch Plant __Other _____ — Other_____________________ ...__Bolt Pull-Out .__Other _____ _________________________ — Corrections completed REMARKS Uq t1P.4 KA, o C4141. (($csJu 41 tk ML *-r -f6Lk M 6 S;;;'r 'Pff (2-( 406 foR z&cj%& 'f&1 AYL çc(t4, jJ(? CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMECVL ç .L CERT. NO. 3L , (Pri t Clearly) INSPECTOR SIGNATURE DATE I PSI-B-900-170(2) V21 i1Infonnation LJTO Build On Engineering • Consulting • Testing INSPECTION REPORT Page-!-of L CLIENT AM CAlZ/ &-ederJ DATE- (D4-or?—?q Architect_S1114 ColqNMAJ6 A-cthTxJ Engineer_FIRM Z 1 e /O't77,/6 /6/1,14 Contractor C/Ji(Jcp0t./ ei PROJECT (Name)44Pk) !Jsw/w PM (Address) /(P-35 41-c14.i eÔkD1 C. REPORT NO. OS'i á'b/27-5T Building Permit No. t _1/50 Plan File No. Govt. Contract No. OSAor OSHPD #- Other INSPECTION MAIL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD ..oncrete Cylinders - Rinf.: Rebar _±lan & Specs __OSA __Cement - Rinf.: W.W.F. - Clearances Specialty Mortar Samples - Rinf.: Tendons / - Positions__________________ Mechanical Grout Samples Conc.: Mix #/psi 4'Q57$OO/L,t _. Sizes_____________________ Electrical ....._....Masonry Prisms - Conc.: Mix #/ psi 4&ZD_1/ - Laps _Roofing .ioncrete ..._._Masonry Block ......._Fireproofing - Conc.: Mix #/psi - Grout: Mix #/psi Future Continuity #/psi Consolidation_______________ Masonry Units (block or brick) ______ - Mortar: Type/psi - Mortar Batching ___Struct Steel __Asphalt Concrete _____ - Units: Block - Electrode Storage Prestress Conc Roofing ______ Units: Brick - Torque Applied Pile Driving Reinf. Steel ______ - Steel_______________________ H.S. Bolts__________________ ___Fireproofing .__Steel _____ __Waterproofing —H.S. Bolts _____ - Metal Decking - Electrodes__________________ __ Non- Destructive ...__Tendon (PT Strands) __Soils Technician .__Other _____ - Fireproofing Corrective action required .__Batch Plant ...........Other _____ - Other ....__Bolt Pull-Out ..._Other Corrections completed REMARKS t'IONDAI /1,/C77/P"o //24c1-7&t7-6_c4!-r frf/)c 4000 rJ, (UBr-t'6,r Ci-) o.q 77PPi,,' ?1 _ 'f 6A r ScD-fL2 /-_4.7- A- -1) 1trP-/(O JjPpuev 72iJ0 Q C7/fiCdIVIV6 po,C 7-25J-7 WcZe- P Pc,1f CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME_____________________ CERT. NO.________________________ (Print Cie d INSPECTOR SIGNATURE DATE OS7 7 PSI-B-900-170(2) Information jq~ N'T On Engineering • Consulting • Testing INSPECTION REPORT Page...1-of2 PROJECT (Name) /A4/ &s/; (Address) jc3s REPORT NO. FOJ -53 Building Permit No. '?Z-/ £ SS Plan File No. — Govt. Contract No OSA or OSHPD # Other___________ CLIENT DATE -'q// /q Architect iN Engineer_/f1'fCU21 (4u77/t'- Contractor INSPECTION MATL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST .....OSHPD __Concrete Cylinders - Rinf.: Rebar Plan & Specs __Cement _____ Rinf.: W.W.F. - Clearances .__Specialty -Mortar Samples - Rinf.: Tendons - Positions__________________ Mechanical __Grout Samples Conc.: Mix #/psi - Sizes Electrical __Masonry Prisms _____ - Conc.: Mix #/psi - Laps Future Continuity #/psi _Roofing __Masonry Block _____ Conc.: Mix #/psi _Concrete Fireproofing - Grout: Mix #/psi - Consolidation_______________ Masonry __Struct Steel Units (block or brick) _____ __Asphalt Concrete _____ - Mortar: Type/psi - Units: Block Mortar Batching - Electrode Storage __Prestress Conc _Roofing _____ Units: Brick Torque Applied _Pile Driving __Reinf. Steel ____ ..~.. Steel'' 77 H.S. Bolts__________________ .__Fireproofing __Steel _____ __Waterproofing Non-Destructive H.S. Bolts _____ Tendon (PT Strands) - Metal Decking .L Electrodes 04 52. .__Soils Technician .__Other _____ - Fireproofing - Corrective action required .__Batch Plant .__ Other _____ Other ...__Bolt Pull-Out __Other - Corrections completed REMARKS i13 z7' 7t'p- ,7?4q-7c,/ h'z,&s OA) 70 7j/ 2/63E- tf7/ a'V 5 Z ' .441 047401V/cL 7Z37 /c flovi 4 &' 7S CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved planE specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME (Pt cIeay) / I INSPECTOR SIGNATURE L,L..''C191 PSI.B-900.170(2) Zto /7/3 07 - CERT. NOf4 95o 95W DATE _0 x 'CD W3W tjJ L H 2 CD 0 CD £ g 5 S 1 0 X1 Ix Meets code N o 0. . Fails code CD CD w 0 -. Procedure - 9 Z CD legend number S Indication - -< 0 - CD . u N z number Transducer angle . . C) - From face - ----I Ni Leg ö (T r CD z (I) Indication eve rn D CD - t'Nt'Jrlevel Reference 0 -I C) Ch cnCD - x -- Attenuation — g- 0 (J) c CD. factor * CD Indication rating g 2g , °C) Length Angular nce - C) 5 C 0. -- - Oundpath) h from surface CD Cn QD-A" - CD t N C 0 <a 0 c O(/) I — = Cn D ç 3 ci o -I > m -1 0) M f'jP Information LI.!JToBulldOn Engineering • Consulting • Testing CLIENT ,ed 4'i&fiIA/if DATE Architect Engineer Page-!- of - INSPECTION REPORT PROJECT (Name) (Address) 4 REPORT NO. o'-c,- Building Permit No. _P Plan File No. Govt. Contract No OSA or OSHPD # Contractor Other INSPECTION FTL SAMPLING 9JY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD Concrete Cylinders 7' - Rinf.: Rebar - Plan & Specs OSA __Cement _____ - Rinf.: W.W.F. - Clearances __Specialty Mechanical -Mortar Samples _Grout Samples - Rinf.: Tendons_J - Conc.: Mix #/psi - Positions__________________ Sizes Electrical _Masonry Prisms _____ - Conc.: Mix #/psi - Laps - Future Continuity #/psi _Roofing _....Masonry Block _____ - Conc.: Mix #/psi .___Concrete ___Fireproofing - Grout: Mix #/psi - Consolidation_______________ _Masonry _Units (block or brick) - Mortar: Type/psi - Mortar Batching .__Struct Steel __Asphalt Concrete _____ - Units: Block - Electrode Storage Prestress Conc Roofing - Units: Brick - Torque Applied Pile Driving Reinf. Steel Steel_______________________ - .__Fireproofing __Steel _____ - H.S. Bolts_________________ __Waterproofing —H.S. Bolts _____ - Metal Decking _Non-Destructive ___Tendon (PT Strands) - Electrodes_________________ __Soils Technician __Other _____ - Fireproofing .__Batch Plant .__Other _____ Other - - Corrective action required Bolt Pull-Out .__Other_____________ _____ - Corrections completed __________________________ REMARKS -5- / 4½g/ J1/ & 5T,%I 4, A: , /',ye. '( 7 / D. c. 4791 4J CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. 49;PVRVWR NAME _ CERT. NO._______________________________ / (Print clearly) -JUISMEMBW SIGNATURE _L4 DATE PSI.6-900-170(2) Infcnnation Ltf.!JTóIiuild On Engineering • Consulting • Testing INSPECTION REPORT CLIENT'?.O .(Ro.4. ?24 DATE Architect Engineer fii.ouz-( CD UL1(v' 14t44'ZA, Contractor W5&m I PROJECT (Name)fAUS (Address) I(prVrDPY REPORT Building Permit No. g k Plan File No. Govt. Contract No. OSAor OSHPD # Other INSPECTION _......OSHPD __OSA __Specialty _Mechanical _Electrical MATL SAMPLING QTY _Concrete Cylinders _Cement ____ _Mortar Samples -Grout Samples .__Masonry Prisms _____ MATERIAL DESCRIPTION - Rini.: Rebar ..k Rinf.: W.W.F. 4iz- - Rinf.: Tendons - Conc.: Mix #/psi - Conc.: Mix #/psi INSPECTION CHECKLIST Plan & Specs Clearances____________ .. Positions__________________ __ Sizes ... Laps Roofing _$.. Concrete -Masonry Block ______ ___Fireproofing - Conc.: Mix #/psi - Grout: Mix #/psi - Future Continuity #/psi Consolidation 1116. SC.2.D Masonry Units (block or brick) - Mortar: Type/psi — Mortar Batching ___Struct Steel __Asphalt Concrete _____ - Units: Block ________________ — Electrode Storage _Prestress Conc __Roofing - Units: Brick _________________ — Torque Applied .__Pile Driving _Reinf. Steel — Steel______________________ ___Fireproofing __Steel _____ H.S. Bolts__________________ __Waterproofing —H.S. Bolts _____ - Metal Decking - Non-Destructive -Tendon (PT Strands) - Electrodes__________________ .__.Soils Technician __Other - Fireproofing Batch Plant .Other _____ — Other_____________________ - Corrective action required_ Bolt Pull-Out Other ______ Corrections completed REMARKS 'S VMS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opiri ion or project control. INSPECTOR NAME1II ' 1-1 Clearty) INSPECTOR SIGNATURE 1Di1J JQA.t#t9(4 PSI-B-900-170(2) CERT.NO. DATE Page_Lof_ Infoh'latioirT Ltf..!JToBuildOn Engineering • Consulting • Testing Architect Engineer Contractor , Building Permit No. Plan File No.._.. Govt. Contract No. OSAor OSHPD #. Other__________ INSPECTION REPORT INSPECTION MATL SAMPLING QTY MATERIAL DESCRIPTION JSPECTION CHECKLIST _OSHPD __Concrete Cylinders _____ — Rinf.: Rebar P & Specs __OSA _Cement _____ — Rinf.: W.W.F. _$Jearances - Specialty ._.......Mechanical Mortar Samples .__Grout Samples - Rinf.: Tendons — Conc.: Mix #/psi _± Positions___________________ _1j es _Electrical .__Masonry Prisms _____ — Conc.: Mix #/psi .j.(Laps — Future Continuity #/psi Roofing __Masonry Block _____ — Conc.: Mix #/psi Concrete ......_...Fireproofing - Grout: Mix #/psi — Consolidation_______________ __)4asonry _iStruct Steel Units (block or brick) __Asphalt Concrete — Mortar: Type/psi — Units: Block — Mortar Batching _L'lectrode Storage .__Prestress Conc __Roofing — Units: Bck — Torque Applied Pile Driving __Reinf. Steel Steel/5, //5.5 _.__Fireproofing __Steel _____ - H.S. Bolts / _}vletal Deckin .__Waterproofing —H.S. Bolts Non-Destructive - Tendon (PT Strands) JL.. ElectrodestX///A"/fZ52 .__Soils Technician __Other — Fireproofing — Corrective action required Batch Plant Other — Other Bolt Pull-Out Other — Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _N.t 'ntcIeay) CERT. NO. INSPECTOR SIGNATURE DATE 2 / PSI-B-900-170( r 'j7 Information f.!iTo Build On Engineering • Consulting • Testing INSPECTION REPORT Page _Lof_ CLIENT DATE Architect Engineer 0_44~Q~' Contracto,_A~L,~Z- V PROJECT (Name)4i44'1' (Add ress)L_(/2a4.t-_ hI / / REPORT NO. PS9-_ - Building Permit No. - Plan File No.____ Govt. Contract No. OSAor OSHPD #. Other INSPECTION MATL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __OSHPD ___Concrete Cylinders - Rinf.: Rebar _.Plan & Specs _.__OSA .__Specialty __Cement _____ __Mortar Samples — Rinf.: W.W.F.______________ — Rinf.: Tendons _Clearances Positions___________________ ._..._..Mechanical .__Grout Samples - Conc.: Mix #/psi ... Sizes _Electrical ._..Masonry Prisms _____ — Conc.: Mix #/psi Laps .__Roofing .__Masonry Block _____ — Conc.: Mix #/psi — Future Continuity #/psi __Concrete _..._Fireproofing — Grout: Mix #/psi ______________ Consolidation_______________ -Masonry Struct Steel -Units (block or brick) _____ __Asphalt Concrete _____ Mortar: Type/psi Units: Block ________________ - Mortar Batching Electrode Storage Prestress Conc __Pile Driving Roofing __Reinf. Steel — Units: Brick __________________ — Torque Applied __Fireproofing __Steel _____ — H.S. Bolts __/ .._Waterproofing __Non-Destructive ___H.S. Bolts _____ -Tendon (PT Strands) Metal Decking / IE Electrodes 70/J2'Ze23L Soils Technician -Other _____ — Fireproofing_. — Corrective action required .__Batch Plant -Other _____ — Other_____________________ Bolt Pull-Out Other_____________ _____ Corrections completed __________________________ REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME I&J- A~ INSPECTOR SIGNATURE \J ' PSr-B.900-170(2) CERT. NO.C39 DATE fII Information i1f!JTo Build On Engineering • Consulting • Testing INSPECTION REPORT Pag&..Lof_ ACLIENT DATV"71 PROJECT (Ad Architect Engineer 67, ,IA Contractor REPORT NO. - ?012 Building Permit No. 9ff_7'/Sb Plan File No.____ Govt. Contract No. OSAor OSHPD # Other 370? INSPECTION .__OSHPD .__OSA MATL SAMPLING QTY __Concrete Cylinders ___Cement _____ MATERIAL DESCRIPTION - Rinf.: Rebar - Rinf.: W.W.F.— INSPECTION CHECKLIST -''Plan & Specs - Clearances __Specialty Mechanical ..__ Mortar Samples _Grout Samples - Rinf.: Tendons_______________ - Conc.: Mix #/psi 'Positions___________________ Sizes .__Electrical .__Masonry Prisms _____ - Conc.: Mix #/psi _iaps Roofing Masonry Block ______ - Conc.: Mix #/psi - Future Continuity #/psi _Concrete .__Fireproofing - Grout: Mix #/psi - Consolidation________________ ..__Masonry __Units (block or brick) - Mortar: Type/psi jvlortar Batching ...Struct Steel __Asphalt Concrete _____ - Units: Block ________________ Electrode Storage Prestress Conc __Pile Driving Roofing __Reinf. Steel - Units: Brick ___________________ .,L... Steel 4 _ - Torque Applied .__Fireproofing .__Steel _____ - H.S. Bolts__________________ ..__Waterproofing __N on- Destructive —H.S. Bolts _____ ___Tendon (PT Strands) Metal Decking Electrodes_________________ __Soils Technician __Other Fireproofing - Corrective action required .__Batch Plant .__Other - Other ..........Bolt Pull-Out Other_____________ _____ Corrections completed _________________________ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _//9/!r (Pu 11 INSPECTOR SIGNATURE___________________________ PSI-B-900-170(2) CERT.NO. DATE//7di AM flf' Information df.JJToBuild On Engineering • Consulting • Testing INSPECTION REPORT Page-!--of .] CLIEN R6P Cetw DATE 03 -/0 - ff Architect_St!u7i/ wJuu7'/G c. Engineer_Potiz/ O4hJc/u74J6 '/-ri1 Contractor -UJ47D/ /JX(X(Xi-/ PROJECT (Name) /*4P4Y t'W/"fJ /#?, (Address) /'.35 54c',ky Av±. 64~J_- o. REPORT NO. OS- d'0Z7 T) Building Permit No. ?S_' /_50 Plan File No. Govt. Contract No OSA or OSHPD # Other INSPECTION .__OSHPD MATL SAMPLING QTY -Concrete Cylinders MATERIAL DESCRIPTION - Rinf.: Rebar INSPECTION CHECKLIST Plan & Specs __Cement - Rinf.: W.W.F. - Clearances .__Specialty _Mortar Samples - Rinf.: Tendons - Positions___________________ _Mechanical ....._..Grout Samples - Conc.: Mix #/psi - Sizes Electrical __Masonry Prisms _____ - Conc.: Mix #/psi - Laps ...........Roofing ........_Masonry Block _____ - Conc.: Mix #/psi Future Continuity #/psi _.__Concrete ___Fireproofing - Grout: Mix #/psi - Consolidation_______________ -Masonry Units (block or brick) _____ - Mortar: Type/psi - Mortar Batching _..Struct Steel __Asphalt Concrete _____ - Units: Block Electrode Storage Prestress Conc .............Pile Driving Roofing ___Reinf. Steel - Units: Brk ._..Steel - Torque Applied _.__Fireproofing __Steel H.S. Bolts__________________ __Waterproofing —H.S. Bolts - Metal Decking .j Electrodes_________________ __Non-Destructive ___ Tendon (PT Strands) Fireproofing Soils Technician __Other ______ - Corrective action required ..__Batch Plant __Other _____ - Other Bolt Pull-Out __Other - Corrections completed REMARKS V01V4'ry / 0- 29 — _7//fEC7O,'I _//2 IV , -O//c _/'1 70 1140j _/70//f 4 _4049,,6c'7'-/<//_4 7_4 C. /'i P2eei/. R&Qta 16 1; C4?7 UJ Pff P.kiUJ —4o O,3e,c241ffl1 WW('J OF-_G/,o _%1-rs -r i7 -35_4r,4oi- 4160 I P4i ,1-r J4i-' 2c4-r70AJ OEM/( 1)/s-,,$) KN /f- _P(*T _A-r4.7-3 3 r&v.no d)wk~ '_ feii7pi-1 9/ VV 6e,4-TJ f,L/ fl7-6f-EJJ 4r 'cv 7?:? e&-, t7,fO 0'-1 03 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME t%VJ / CERT. NO. £3Vtc- Z (Print cleariy INSPECTOR SIGNATURE___________________________ DATE C2_3 _/O - PSI.B-900-170(2) APqhillr.ftff;11n/bnmmation £tf!JTo Build On Engineering • Consulting • Testing INSPECTION REPORT Page_Lof I CLIENT Fc___sPkk 1L.0 DATE__________ Architect tfl1-CoflSull-sn Arc.k-1ec+s Engineer 1_1%- ) %i_CbY5t) U_i rt Contractor PROJECT (Name) F 1 in.ts (Address) P 1915 _Fqrgdc C.acLhc CM.F... REPORT NO. 'J a_3 ( Building Permit No. 9 -4_1s Plan File No. Govt. Contract No. OSA or OSHPD # Other _?r _0S9 o121 -2e INSPECTION .__OSHPD MATL SAMPLING QTY -Concrete Cylinders MATERIAL DESCRIPTION - Rinf.: Rebar INSPECTION CHECKLIST Plan & Specs ._._OSA __Cement _____ - Rinf.: W.W.F. - Clearances _Specialty Mechanical _Mortar Samples __Grout Samples - Rinf.: Tendons_______________ - Conc.: Mix #/psi______________ Positions___________________ Sizes L.0 4Ctd Electrical __Masonry Prisms _____ Conc.: Mix #/psi - Laps - Future Continuity #/psi _Roofing __Masonry Block _____ - Conc.: Mix #/psi _____________ Concrete ___Fireproofing - Grout: Mix #/psi - Consolidation_______________ Masonry Units (block or brick) - Mortar: Type/psi - Mortar Batching LStruct Steel __Asphalt Concrete _____ - Units: Block ________________ - Electrode Storage _Prestress Conc .__Pile Driving __Roofing __Reinf. Steel - Units: Brick _________________ L Steel_A3Lc - Torque Applied .__Fireproofing __Steel _____ - H.S. Bolts__________________ __Waterproofing ._._ Non- Destructive Soils Technician H.S. Bolts _____ .__Tendon (PT Strands) .__Other _____ - Metal Decking L Electrodes_I 1 - Fireproofing - Corrective action required __Batch Plant ._ Other _____ Other______________________ - Bolt Pull-Out __Other _____ - Corrections completed __________________________ REMARKS -1\Ip Proe1\ Cer-f\ w6bAsl Hoyy~er c\m-s. LYYpQck uje\c\s 'k- -ci< kd-€A Qov4jrn4 Do€s. ôurc .S ô+ o+1' 'p1cis i4- uccp+L LAcLs. \J Ccj Cov4ohr ccs.'K€Pu-S lfl Gr)~ -Qu CA COzc-L A\s i'oc.i-kj-q\ cnc Cokz CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME CERT. NO (Print c INSPECTOR SIGNATURE 1_QLdJ.\ DATE.. PSI.B-900-170(2) _Lc130# 5st fiP Information Ltf!JToBuild On Engineering • Consulting • Testing INSPECTION REPORT 1-of- Page- PROJEC Architect a~~ Engineer Contractor REPORT Building Permit No. Plan File No. _____ Govt. Contract No.. OSAor OSHPD # Other INSPECTION _.......OSHPD MATL SAMPLING QTY -Concrete Cylinders MATERIAL DESCRIPTION - Rinf.: Rebar 01 INSPECTION CHECKLIST _..lan & Specs __OSA __Cement _____ - Rinf.: W.W.F. Clearances _Specialty -Mortar Samples _____ Rinf.: Tendons - Positions___________________ Mechanical Electrical _G rout Samples ._.._Masonry Prisms _____ - Conc.: Mix #/psi - Conc.: Mix #/psi _T Sizes Laps - Future Continuity #/psi _Roofing _Masonry Block _____ Conc.: Mix #/psi ___Concrete ..__Fireproofing - Grout: Mix #/psi - Consolidation_______________ sonry _Units (block or brick) - Mortar: Type/psi - Mortar Batching JiStruct Steel __Asphalt Concrete _____ - Units: Block - Electrode Storage .__Prestress Cone Pile Driving ..__Roofing Reinf. Steel Units: Brc .. - teel - Torque Applied Fireproofing .__Steel _____ - H.S. Bolts__________________ __Waterproofing H.S. Bolts _____ Metal Deckin _______________ ElectrodesI/e2J21'L ) Non- Destructive —Tendon (PT Strands) ..__Soils Technician .__Other _____ - Fireproofing - Corrective action required __Batch Plant __Other _____ - Other_____________________ .__Bolt Pull-Out _Other_____________ _____ __________________________ - Corrections completed REMARKS /2 ir / - -2. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _J" ,f9,A?1!J CERT. NO. _____ , (Print Clearty)i INSPECTOR SIGNATUR DATE/W4 7 PSI-B-900-170(2) ~Kw"Vnfomwfion l.JTo Build On Engineering i Consulting • Testing INSPECTION REPORT Page--L-of - CLIENT DATE - Architect 'h'? ) Engineer t> U Z I Contractor 2 b'ca p c/'i PROJECT (Name)n—Aus:Zmexc (Address) ,3zd /4 '--5' Cpr/c4, REPORT NO. _OS'!- Building Permit No. '7 6 Y — Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION _OSHPD _OSA .JSpecialty ,0c' 6o/I MATL SAMPLING QTY .__concrete Cylinders Cement _____ __Mortar Samples MATERIAL DESCRIPTION - Rinf.: Rebar - Rinf.: W.W.F. - Rinf.: Tendons______________ INSPECTION CHECKLIST ..PIan & Specs 'Clearances :"Positions__________________ Mechanical Grout Samples - Conc.: Mix #/psi ..± Sizes .__Electrical __Masonry Prisms - Conc.: Mix #/psi - Laps - Roofing -Masonry Block _____ - Conc.: Mix #/psi - Future Continuity #/psi __Concrete Fireproofing - Grout: Mix #/psi - Consolidation________________ __Masonry _.__ Units (block or brick) - Mortar: Type/psi _____________ Mortar Batching ___Struct Steel ._._Asphalt Concrete _____ Units: Block ________________ - Electrode Storage _.__Prestress Conc .__Roofing - Units: Brick _________________ Torque Applied Pile Driving ___Reinf. Steel _____ Steel______________________ - __Fireproofing __Steel _____ - H.S. Bolts_________________ __Waterproofing —H.S. Bolts - Metal Decking —Non-Destructive ..__Tendon (PT Strands) - Electrodes__________________ .__.Soils Technician ..__Batch Plant .._Other .__Other Fireproofing .ji Other -"p.sc#) - Corrective action required .__Bolt Pull-Out Other 5 7 7 9 Corrections completed REMARKS /e ' h/i '4 Ciicp Pt-.SS ci ir 1 i Il IL ,4/c 4,od 7114 .ti 14Z e- /,jic ,8dfrA// Z4 AJ el iL 74 IA4 p i/,CcI1A) gg iuc( d1'/ dhJ '/1 L/,. Ok c())lh /i/47L,0 ç .I1e I7o/c tiM/y )6c1 446 4/ ,ij M/I)cc4cLcc I4f ,ç An yics 1 // 4/7 ,. 33 N0 e v I, ' r vVa s O A r 11 3 r 1 1 or CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _/A1-*',' ,IcJLL (Print cleariy) INSPECTOR SIGNATURE_______do ____________________ PSI.B.900170(2) CERT.NO. 6 916- DATE I Information lfiTo Build On Engneenng • Consulting • Testing CLIENT _R? INSPECTION REPORT ',"'age Lof PROJECT (Name) AN JWP ?T-1 DATE Architect C.ptJSiJL'iirLGr M.irr Engineerfl(ZO U Z COp4.SI.14 Contractor ll ~ ir REPORT NO.9'(- 20 Building Permit No. 3 'lcD Plan File No. Govt. Contract No OSA or OSHPD # Other INSPECTION _OSHPD Specialty _Mechanical MATL SAMPLING QTY _Concrete Cylinders __Cement _____ Mortar Samples _Grout Samples MATERIAL DESCRIPTION y.. Rinf.: Rebar_4t4,,~— &b - Rinf.: W.W.F._______________ - Rinf.: Tendons_______________ - Conc.: Mix #/psi INSPECTION CF-ICKLIST Plan & Specs_V ...L.... Clearances Positions___________________ ...,X Sizes____________________ - Electrical Masonry Prisms _____ - Conc.: Mix #/psi - Laps - Future Continuity #/psi _Roofing ........._Masonry Block _____ - Conc.: Mix #/psi _____________ Concrete _Fireproofing - Grout: Mix #/psi - Consolidation_______________ _Masonry _Units (block or brick) - Mortar: Type/psi - Mortar Batching - Struct Steel Asphalt Concrete _____ - Units: Block _________________ - Electrode Storage -Prestress Conc Roofing - Units: Brick __________________ - Torque Applied _Pile Driving _Reinf. Steel _____ - Steel______________________ _Fireproofing _Steel _____ - H.S. Bolts_________________ .............Waterproofing —H.S. Bolts _____ - Metal Decking -Non-Destructive Tendon (PT Strands) - Electrodes___________________ Soils Technician .__Other _____ - Fireproofing _Batch Plant ._.Other - OtherMfO(4 fewC-2.Z - Corrective action required _Bolt Pull-Out _Other Corrections completed REMARKS r'7?' iAs-Visn1 &(/ir -çC LiNE Stw -So .J T22- ¼,-)%i\\ IMd% CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME CERT.NO. 3c5, (Pnnt Clearty) INSPECTOR SIGNATURE_ DATE PSIB-900-170(2) 157 Informajmp% ALRk 9 tion 3'oBuild On Engineering • Consulting • Testing CLIENT_ ,ia)32— DATE IV Architect_ Engineer I 4lt41 Contractor INSPECTION REPORT PROJECT (Name) (Address) REPORT NO. Building Permit No. Plan File No.____________ Govt. Contract No. OSAor OSHPD # Other 4-1, 3/t Page ..Lof_ 27- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD ___OSA _Specialty Mechanical _Concrete Cylinders __Cement _____ __Mortar Samples __Grout Samples - Rinf.: Rebar - Rinf.: W.W.F. - Rinf.: Tendons - Conc.: Mix #/psi ...Plan & Specs - Clearances Positions - Sizes _Electrical _Masonry Prisms _____ Conc.: Mix #/psi - Roofing Masonry Block ______ - Conc.: Mix #/psi - Future Continuity #/psi _Concrete ..__Fireproofing - Grout: Mix #/psi - Consolidation_______________ .__Masonry Struct Steel .__Units (block or brick) __Asphalt Concrete _____ - Mortar: Type/psi - Units: Block ________________ - Mortar Batching .Electrode Storage _Prestress Conc .............Pile Driving __Roofing _Reinf. Steel - Units: Brick _________________ Steel43 ' - Torque Applied __Fireproofing _Steel _____ - H.S. Bolts_________________ __Waterproofing —Non-Destructive H.S. Bolts _____ _Tendon (PT Strands) Metal Decking / L. Electrodes 21 Z. .__Soils Technician ..__Other _____ - Fireproofing - Corrective action required............_ ..__Batch Plant .__Other_____________ _____ Other_- _Bolt Pull-Out -Other _____ - Corrections completed __________________________ REMARKS ~;4 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _,4/h'iJ CERT. NO. CYO? A (Dint clearly INSPECTOR SIGNATURE _/ \/" DATE / PSI-B-900-170(2) REMARKS. f Am"Mm'iP Information 4If.!JToBuild On Engineenng • Consulting • Testing INSPECTION REPORT PROJECT (Name J?4f,A1t (Address)/4357'14 &(/- tJId11 & REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other___________ Arch itecr_.5~~~~~_ a -En Vim er INSPECTION MATL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD -Concrete Cylinders - Rinf.: Rebar _.Plan & Specs _OSA __Cement - Rinf.: W.W.F._______________ _Clearances _Specialty - Mechanical _Electrical _Mortar Samples -Grout Samples ______ _Masonry Prisms _____ - Rinf.: Tendons Conc.: Mix #/psi - Conc.: Mix #/psi Positions__________________ . Sizes Laps - Future Continuity #/psi -Roofing - Masonry Block _____ - Conc.: Mix #/psi - Concrete - Fireproofing - Grout: Mix #/psi ______________ - Consolidation________________ _Masonry ..Struct Steel ._L Units (block or brick) Asphalt Concrete _____ - Mortar: Type/psi - Units: Block _________________ - Mortar Batching _ Electrode Storage _Prestress Conc __Roofing - Units: Brick _________________ - Torque Applied Pile Driving Reinf. Steel _____ . Steel_43 _.__Fireproofing __Steel _____ - H.S. Bolts__________________ —Waterproofing —Non-Destructive H.S. Bolts _____ __Tendon (PT Strands) Metal Decking . Electrode s7O/F/ /t11 32 _Soils Technician ..__Other _____ - Fireproofing _Batch Plant -Other - Other_____________________ - Corrective action required Bolt Pull-Out __Other_____________ _____ __________________________ - Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _ f - 44TJ CERT. NO. C3 091 INSPECTOR SIGNATURE DATE pSI.5-900-170(2) 7Inforniation 1V%dmhs _bii Build On Engineering • Consulting • Testing INSPECTION REPORT Page ...Lof CLIENTP (obj ?çIç, DATE Architectr1%'i4 4uti,- 64', PROJECT (Name)lrcflb.f gviI ?L4, (Address) (tck _ REPORT No. 11-1 Building Permit No. g_+I_So Plan File No. Engineer JZ,00-z jLc, A44 Govt. Contract No. OSAor OSHPD # Contractor L04-201D I Other___________ INSPECTION MATL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD ...Concrete Cylinders I_I - Rinf.: Rebar ..2 Plan & Specs __OSA _Cement _____ - Rinf.: W.W.F. - Clearances _Specialty ...........Mechanical _Mortar Samples .__Grout Samples - Rinf.: Tendons ...._ Conc.: Mix #/psi - Positions___________________ - Sizes _Electrical _Masonry Prisms - Conc.: Mix #/psi - Laps - Future Continuity #/psi _ Consolidation..._I_._._..__ ._.......Roofing Concrete __Masonry Block _____ _.__Fireproofing - Conc.: Mix #/psi Grout: Mix #/psi Masonry -Units (block or brick) - Mortar: Type/psi - Mortar Batching ___Struct Steel ._...Asphalt Concrete _____ - Units: Block - Electrode Storage __Prestress Conc __Roofing _____ Units: Brick _________________ - Torque Applied Pile Driving _.__Reinf. Steel _____ - Steel______________________ _Fireproofing __Steel _____ - H.S. Bolts_________________ __Waterproofing —H.S. Bolts _____ Metal Decking Non-Destructive Tendon (PT Strands) - Electrodes___________________ .........._Soils Technician _Other _____ - Fireproofing - Corrective action required .__Batch Plant _Other _____ - Other __Bolt Pull-Out __Other __________________________ - Corrections completed REMARKS law .ZZ 0 gi !. .1 Ru I M CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME 1IJI_)_LflL--2_.l tint clearly) INSPECTOR SIGNATURE _ PSI-B-900-170(2) VV CERT. NO. •;cf (00 DATE L_I7_c1e JAMAM EF Information. df.!JTo Build On Engineering • Consulting • Testing INSPECTION REPORT Page ....t..of_ CLIENT 7 d e,I,?4, DATE Architect_S7'h 4"cA,k/ Engineer Contractor L)rri, PROJECT (Name) (Address) c. REPORT NO. _O3'/ Building Permit No. / O. Plan File No. Govt. Contract No. OSAor OSHPD # Other INSPECTION _OSHPD _OSA - Specialty Mechanical _Electrical MATL SAMPLING QTY _Concrete Cylinders _Cement _____ Mortar Samples _Grout Samples _Masonry Prisms _____ MATERIAL DESCRIPTION Z. _Rinf.: Rebar_ é) /fl9ó - Rinf.: W.W.F. - Rinf.: Tendons - Conc.: Mix #/psi - Conc.: Mix #/psi IN CHECKLIST _ & Specs V lan Jlearances 6/ J Positions____________________ LSizes _±ps - Future Continuity #/psi oofing _Masonry Block _____ - Conc.: Mix #/psi _Concrete'"m44/1, - Fireproofing - Grout: Mix #/psi - Consolidation________________ _Masonry Units (block or brick) - Mortar: Type/psi - Mortar Batching _Struct Steel __Asphalt Concrete _____ - Units: Block _________________ - Electrode Storage .__.Prestress Conc .__Roofing - Units: Brick _________________ - Torque Applied -Pile Driving - Reinf. Steel _____ - Steel_______________________ _Fireproofing __Steel _____ - H.S. Bolts_________________ __Waterproofing —H.S. Bolts _____ - Metal Decking - Non-Destructive __Soils Technician __Tendon (PT Strands) __Other - Electrodes___________________ - Fireproofing ..__Batch Plant __Other _____ - Other_____________________ _i_ Corrective action required _Bolt Pull-Out __Other_____________ _____ __________________________ - Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the b ding codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME CERT. NO. clearly) INSPECTOR SIGNAT 4 L#4-' DATE PSI-B-900170(2) Information &tf!iToBulldOn Engineering • Consulting • Testing INSPECTION REPORT Page_L. of .1.. CLIENT Fr0 'I 'EuSirss DATE _"2..-L- ctc Architect_ Cosot4v5 Engineer_Proo.i Con 1'tihEnjrs Lc, Contractor L_Ucd\ C6VS4- PROJEC1.(Name)_F4rda.f usintss'Pkw (dress) 1615 Fr444t( CQfISb4d c. REPORT NO._\J ô 3 Io4! Building Permit No. '1 sk 4L 50 Plan File No. Govt. Contract No. OSAorOSHPD# Other 0 59t°i INSPECTION MATL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST .__.OSHPD Concrete Cylinders J . .... Rinf.: Rebar_A1 ' .L Plan & Specs _OSA _Cement _____ - Rinf.: W.W.F. L Clearances_________________ Specialty .__Mechanical Mortar Samples _Grout Samples Ni- - Rinf.: Tendons Conc./psi_S Sc.. 4 Positions___________________ NL Sizes Electrical Masonry Prisms - Conc.: Mix 000 - Laps - Future Continuity #/psi .. Consolidation _'€C. vib -Roofing ..Concrete Masonry Block ___Fireproofing - Conc.: Mix #/psi - Grout: Mix #/psi - Masonry Units (block or brick) - Mortar: Type/psi - Mortar Batching ___Struct Steel .__Asphalt Concrete ______ - Units: Block - Electrode Storage -Prestress Conc Roofing - Units: Brick __________________ - Torque Applied Pile Driving Reinf. Steel - Steel_______________________ _Fireproofing __Steel _____ - H.S. Bolts__________________ __Waterproofing —H.S. Bolts _____ - Metal Decking —Non-Destructive _Tendon (PT Strands) - Electrodes___________________ Soils Technician __Other ______ - Fireproofing - Corrective action required Batch Plant Other ______ Other - -Bolt Pull-Out Other Corrections completed ___________________________ REMARKS TLn5pLC.4 p ca..tn&I+ ctcI C i(c14410n 4 504 ô 30eopst l'n' 55.. 5upptie4y This cbrvc. ?14cAàtF G6nyc4 t#up 1>4vQU$ S 14i5, U0 1 1-11 1, 10L,2..o 2_ 22 I 23, L7..a1 2.q, 31, 32.... 4 Se1- c 3 CY hndois wok c.A ere. rnotdA a çor +trS. Concce.*e 5lumpL.JaS c Ce.pCO.Q.I A iso tnspesA- re,orc.iv 5-ee4 Ioc44e4 i : I ) -5 ,4 5, t B I ' 10124,5 bcr •(oC440r 4n& Cl cece. Q4qLD I_edecs and eYn 54il( benc lflS-41kc o4 will b inspkc qf 1q4- d4-1, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. "'RiCK INSPECTOR NAME_ 51eer CERT. NO. _ 5033exp. (9.11577-000 (Print clearly) INSPECTOR DATE ' PSI-B-900-170(2) Info7 ildOn tion ltfJJTo B Engtnenng • Consulting • Testing INSPECTION REPORT Pag&..Lof_ CLIENT _&C 9 Qqkc. DATE 9. Architect ri'r2i7*_4kQ5. Engineer tJZJ_4ci.i/h5_ £ Contractor PROJECT (Name)ta7y /5 I/7tS 5_/j (Address) / like - REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSAorOSHPD# Other INSPECTION _OSHPD __OSA _Specialty _Mechanical _Electrical MATL SAMPLING QTY .Concrete Cylinders __Cement _Mortar Samples _Grout Samples __Masonry Prisms _____ MATERIAL DESCRIPTION Rinf.: Rebar e' - Rinf.: W.W.F._____________ - Rinf.: Tendons - Conc.: Mix #/psi - Conc.: Mix #/psi INSPECTION CHECKLIST _±'ian & Specs c2t _Clearances ' ...Positions O— _kIzes _Laps ti2 4 __oofing Masonry Block ______ - Conc.: Mix #/psi - Future Continuity #/psi _k Concrete 54'e/. Masonry Fireproofing - Units (block or brick) - Grout: Mix #/psi - Mortar: Type/psi - Consolidation________________ - Mortar Batching _Struct Steel _Asphalt Concrete ______ - Units: Block _________________ - Electrode Storage _Prestress Conc ___ Roofing - Units: Brick - Torque Applied _Pile Driving __Reinf. Steel _____ - Steel______________________ __Fireproofing __Steel - H.S. Bolts_________________ __Waterproofing —H.S. Bolts _____ - Metal Decking - Non-Destructive Tendon (PT Strands) - Electrodes__________________ _Soils Technician -Batch Plant .__Other _____ Other______________ - Fireproofing - Other_______________________ _'Corrective action required 7 Bolt Pull-Out ._....Other_____________ _____ __________________________ - Corrections completed REMARKS 2-/I- (7z1) ?iv 'e/ 4I. I 7 V 2cT ? ( ci,L 'I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the b ding codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME / 7_/7'1(p 4"/"'l _/' f (Print clearly) INSPECTOR SIGNATU PSI-B-900-170(2) CERT. NO. DATE Information Ltf!iToBulld On Page _Lof_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name)r1'y c1fr'e s (Address) /G ir4 Ave. Ith4 c. REPORT NO. Building Permit No. i-t. Plan File No.____ Govt. Contract No. OSA or OSHPD #. Other Architect_SrnjM iziM 4,A11Le h Engineer 4O/J2/ &fr?c/)174 Contractor iJ~Pi'Di' INSPECTION _OSHPD _OSA Specialty Mechanical .__Electrical MATL SAMPLING QTY _Concrete Cylinders __Cement _____ -Mortar Samples _Grout Samples _Masonry Prisms _____ MATERIAL DESCRIPTION JTRinf.: Rebar t7//Y.. 7' - Rinf.: W.W.F. - Rinf.: Tendons — Conc.: Mix #/psi — Conc.: Mix #/psi SPECTION CHECKLIST 2'Plan& Specs _ Clearances 0/ V Positions 3-#'/ Sizes . .±Laps_çJ2cI - Future , ntinuity #/psi — Consolidation_______________ -Roofing _oncrete e'fr'1Tiiy, - Masonry BlOck ______ ___Fireproofing - Conc.: Mix #/psi - Grout: Mix #/psi _Masonry _Units (block or brick) - Mortar: Type/psi - Mortar Batching - Struct Steel -Asphalt Concrete ______ - Units: Block - Electrode Storage - Prestress Conc Roofing - Units: Brick __________________ — Torque Applied -Pile Driving Reinf. Steel Steel_______________________ — .__Fireproofing .__Steel - H.S. Bolts _Waterproofing —H.S. Bolts _____ - Metal Decking —Non-Destructive _Tendon (PT Strands) - Electrodes___________________ ..__Soils Technician _Other — Fireproofing Batch Plant Other ______ Other______________________ - — Corrective action required __________________________ Bolt Pull-Out _Other _____ — Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR INSPECTOR PSI.B-900-170(2) CERT. NO. 26O DATE 2dLft J 1 injormation .9JTo Build On Engineenng • Consulting • Testing 'INSPECTION REPORT Page-!-of - CLIENT c2rcwr- I?of J7'5 DATE Architect Engineer_7Jfl2IJjJ_i/1i?-. 4F* Contractor_LE,'th__(Y'LA11bP1 PROJECT (Narne)lUdcty &)S .fbz (Address)/6c/Y4q . REPORT NO. 7 S Building Permit No. Plan File No. Govt. Contract No. OSAorOSHPD# Other INSPECTION ..__OSHPD MAPL SAMPLING QTY ...Concrete Cylinders MATERIAL DESCRIPTION - Rinf.: Rebar INSYECTION CHECKLIST Pla_n & Specs 2- _OSA _.__Cement - Rint.: W.W.F. _______________ - Clearances .__Specialty Mechanical ___ Mortar Samples __Grout Samples _yinf.: Tendons_______________ Mix #/psi 53 . - Positions___________________ - Sizes __ElectjcaI __øfng __Masonry Prisms _____ _...Masonry Block _____ - Conc.: Mix #/psi - Conc.: Mix #/psi - Laps - E;bture Continuity #/psi -Masonry ___Fireproofing - Units (block or brick) - Grout: Mix #/psi - Mortar: Type/psi - Consolidation t"4t7Y - Mortar Batching _Struct Steel _Asphalt Concrete _____ - Units: Block ________________ - Electrode Storage Prestress Conc Roofing - Units: Brick __________________ - Torque Applied _Pile Driving _.__Reinf. Steel _____ Steel______________________ - __Fireproofing .__Steel _____ - H.S. Bolts__________________ ..__Waterproofing .__..H.S. Bolts _____ - Metal Decking __Non-Destructive __Tendon (PT Strands) _____ - Electrodes_________________ _Soils Technician __Other _____ - Fireproofing _Batch Plant _Other_____________ _____ Other______________________ - - Corrective action required __________________________ Bolt Pull-Out _Other _____________ _____ - Corrections completed REMARKS 77? CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the bu g codes. This report covers The locations of the work inspected only and does not constitute engineering opin- ion or project control. / INSPECTOR NAME CERT. NO. INSPECTOR SIGNATU DATE PSI-B-900-170(2) 1000!w i11nJormauon .JJT0 Build On Engineering • Consulting • Testing INSPECTION REPORT Page _LofJ CLIENT /?E17 *-Pt,e/76f DATE - Architect $i/77/ _V/2Zx.17z5 Engineer /5&z/_4(o?7y6£V6/A/ete.x Contractor_i/J4&2,WJJc1C17o,4'c~D. PROJECT (Name)_&.4A4Y &siWEXf)? (Address)/3 1~4 UL314-D C4. REPORT NO. Building Permit No. 99-/'?ê3 / Plan File No.____ Govt. Contract No. OSA or OSHPD # Other INSPECTION .__OSHPD MATL SAMPLING QTY ..oncrete Cylinders 4'— MATERIAL DESCRIPTION Rinf.: Rebar INSPECTION CHECKLIST _&f'-Plan & Specs _OSA _Cement - Rinf.: W.W.F. — Clearances Specialty Mechanical - Mortar Samples _____ .__Grout Samples Rinf.: Tendons / Conc.: Mix #/psi301(/'.Jfr' — Positions____________________ ?......... Sizes - Electrical -Masonry Prisms ______ - Conc.: Mix #/psi — Laps _Roofing _Masonry Block _____ - Conc.: Mix #/psi _____________ Future Continuity #/psi _oncrete - Fireproofing - Grout: Mix #/psi — Consolidation________________ Masonry Units (block or brick) - Mortar: Type/psi — Mortar Batching _Struct Steel -Asphalt Concrete _____ — Units: Block — Electrode Storage Prestress Conc Roofing ______ Units: Brick Torque Applied _Pile Driving _Reinf. Steel _____ Steel______________________ — __Fireproofing .__Steel - H.S. Bolts__________________ _Waterproofing —H.S. Bolts _____ — Metal Decking _Non-Destructive ___Tendon (PT Strands) _____ — Electrodes_________________ Soils Technician _Other - Fireproofing __Batch Plant _Other Other_____________________ - — Corrective action required __________________________ _Bolt Pull-Out _Other _____ Corrections completed REMARKS 14c2'V94'y O/ AP- /,g1Pgc770-v_''JVt'/)_/ PC C4 -i r_Of -/c..e,f &9 Al /X 3p400o0 3oao ,1i _/V ft07?'/J 4'D_6,e4a 864i)7j_4Tfo - 70 -/$ 0YE 6 r -. ufye 40 Fi?O.7 P ro ng 74 ci,'vr L/J47 a PV(19O BY _J'cc4,O'V Jr I aii.i /r,i Th .Z 4ffJS/O-i i7?iI £Vc2 A PEr#e P4iux. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME C4'ac,&/Z CERT. NO. ?4q'ca4 (P t cIeay) INSPECTOR SIGNATURE DATE PSI-B-900-170(2) M%dLqU1Infonmtion 1PfW 1 To Build On Engineetfng • Consulting • Testing INSPECTION REPORT Page-!- of - CLIENT ,&r1. (i17uJi /$5. DATE Architect — Engineer bt%r, ccL ?zrs Contractor PROJECT (Name) (Address)dt, REPORT NO. - Building Permit No. 9 5 Plan File No. Govt. Contract No. OSA'or OSHPD # Other INSPECTION _OSHPD MATj,MPLING QTY _±'Concrete Cylinders MATERIAL DESCRIPTION - Rinf.: Rebar INSPECTION CHECKLIST _&1n & Specs _OSA .__.Cement - Rinf.: W.W.F. - Clearances________________ - Specialty - Mechanical Mortar Samples Grout Samples __..Rinf.: Tendons_______________ ..!Conc.: Mix #/psi_ - Positions___________________ Sizes_____________________ - Electrical - Masonry Prisms _k Conc.: Mix #/psi_7€Z7/.5'/ Laps - future Continuity #/psi _.KConsolidation,_ø54?fr _pdflng _.Concrete Masonry Block _____ - Fireproofing - Conc.: Mix #/psi - Grout: Mix #/psi —Masonry Units (block or brick) _____ Mortar: Type/psi - Mortar Batching - Struct Steel - Asphalt Concrete _____ - Units: Block - Electrode Storage -Prestress Conc Roofing - Units: Brick_________________ - Torque Applied Pile Driving Reinf. Steel - Steel_______________________ - H.S. Bolts_________________ _Fireproofing __Steel _Waterproofing H.S. Bolts - Metal Decking _Non-Destructive __Tendon (PT Strands), - Electrodes_________________ Soils Technician - Other - Fireproofing -Batch Plant Other Other - - Corrective action required __________________________ __Bolt Pull-Out _Other_____________ _____ - Corrections completed REMARKS 4; (rT%' 2j>y -149 6,2V IL: 1 4? Ell, c$ ?'//cIkV; 10, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the b ing codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. 1 INSPECTOR NAME CERT. NO. _l 6i6 /2& INSPECTOR SIGNA DATE PSI-B-900-170(2) 7 Information 1tf.!JToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES L 1635 FARADAY DI'., CARLSBAD 1947 CAMINO VIDA ROBLE - CARLSBAD, CA 92008 REVISION #2 DATE: April 06, 1999 OUR REPORT NO.:059-80127-57 FIELD DATA: LOCATION OF PLACEMENT SLAB-ON-DECK LINE 4.7 @ D.5 DATE PLACED April 06, 1999 TIME 09:53 am SLUMP, IN. 5 3/4 AIR CONTENT. % --- AIR TEMPERATURE,°F 51 CONCRETE TEMPERATURE,°F 63 DATE RECEIVED IN LAB April 06, 1999 FIELD DATA SUBMITTED BY PSI\CATHY PULVER MIX DATA SUBMITTED BY HANSON'S REAADY MIX SUPPLIER HANSON'S READY MIX DELIVERY TICKET NO. /TRUCK NO. 777965 MIX NUMBER AND PROPORTIONS 4052500 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXFURE - - - COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18948 A 7 04/13/99 98000 6.00 28.27 3470 Cone 18948 B 28 05/04/99 134000 6.00 28.27 4740 Cone 18948 C 28 05/04/99 135000 6.00 28.27 4780 Cone 18948 D SPECIFICATIONS 28 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. - Cylinders made by Architects or Test results do not comply with - Contractors representative. Cylinders delivered to PSI laboratory. applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CATHY PULVER CONE Professional Servi ndustries, Inc. cc: City of -Carlsbad - Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLRESTED AND MAY NOT BE INDICATIVE OF THE ENTIREINCRETE PLACEMENT. ~av?J. yan RCE REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WiTHOWrtITrEN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1B5LC. District Manager PSI A-2004 i4iF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 r';p Infonnation 1tf.!JToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES 1635 FARADAY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1 DATE: April 05, 1999 OUR REPORT NO.: 059-80127-56 FIELD DATA: LOCATION OF PLACEMENT TOPPING OVER METAL DECKING © 1.7-C SECOND FLOOR DATE PLACED April 05, 1999 TIME 11:45 am SLUMP. IN. AIR CONTENT, % AIR TEMPERATURE,°F - - - CONCRETE TEMPERATURE,°F - - - DATE RECEIVED IN LAB April 06, 1999 FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY HANSON SUPPLIER HANSON DELIVERY TICKET NO. /TRUCK NO. 777832 MIX NUMBER AND PROPORTIONS 4052500 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18937 A 7 04/12/99 107000 6.00 28.27 3780 Cone 18937 B 28 05/03/99 137000 6.00 28.27 4850 Cone 18937 C 28 05/03/99 136000 6.00 28.27 4810 Cone 18937 D SPECIFICATIONS 28 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architects or Test results do not comply with Contractors representative. - Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. CONFnrRAAc TECHNICIAN: CARLOS HERNANDEZ espec (u1'' jnitted, Profe sional Service Industries, Inc. City of Carlsbad CC: Lusardi Construction / Bruce Smits David J. yan RCE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLSTED AND MAY NOT BE INDICATIVE OF THE ENTINCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1B&C. District Manager PSI A-200-4 (4(F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/4550544 • Fax 619/455-1170 I''7TInformation Ltf..!iToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES 1635 FARADAY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 REVISION *1 DATE: April 05, 1999 OUR REPORT NO.: 059-80127-55 FIELD DATA: LOCATION OF PLACEMENT TOPPING OVER METAL DECKING @ 3.5 - D SECOND FLOOR DATE PLACED April 05, 1999 TIME 09:30 am SLUMP, IN. 5 1/2 AIR CONTENT,% AIR TEMPERATURE,° F - - - CONCRETE TEMPERATURE,°F - - - DATE RECEIVED IN LAB April 06, 1999 FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY HANSON SUPPLIER HANSON DELIVERY TICKET NO. /TRUCK NO. 777765 MIX NUMBER AND PROPORTIONS 4052500 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE ADMIXTURE 1-93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18936 A 7 04/12/99 104000 6.00 28.27 3680 Cone 18936 B 28 05/03/99 136000 6.00 28.27 4810 Cone 18936 C 28 05/03/99 134000 6.00 28.27 4740 Cone 18936 D SPECIFICATIONS 28 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architect's or Test results do not comply with Contractors representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C61794CO.,FOR/tS TECHNICIAN: CARLOS HERNANDEZ Respectfully submitted, Professional Service Indu ries, Inc. cc: City of Carlsbad / ii Lusardi Construction / Bruce Smits David J. fRvAn, CE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLSTED AND MAY NOT BE INDICATIVE OF THE ENTIRENCRErE PLACEMENT. . . REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. W1THOwRrrrEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIBSIC. District iiana e r PSI A-200-4 (411' Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 i7Infom'zation 1tf..!JToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES 1635 FARADAY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 DATE: April 02, 1999 FIELD DATA: LOCATIONOFPLACEMENI' SLAB-ON-DECK LINE 2-E.25 DATE PLACED April 02, 1999 TIME 09:25 am SLUMP, IN. 4 AIR CONTENT, % - - - AIR TEMPERATURE,°F 56 CONCRETE TEMPERATURE,°F 64 DATE RECEIVED IN LAB April 05, 1999 FIELD DATA SUBMITTED BY PSI\DAVID TERLIZZI MIX DATA SUBMI'1TED BY HANSON REVISION #1 OUR REPORT NO.:059-80127-54 SUPPLIER HANSON DELIVERY TICKET NO. /TRUCK NO. 777252 MIX NUMBER AND PROPORTIONS 703 CEMENT 658 WATER 200 FINE AGGREGATE 1908 COARSE AGGREGATE 3/811 = 280 .8 ADMJXI'URE 3/4" = 997 .9 .WRDA64 = 26.3 oz. C 123 1-93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18932 A 7 04/09/99 102000 6.00 28.27 3610 Cone 18932 B 28 04/30/99 130000 6.00 28.27 4600 Cone 18932 C 28 04/30/99 129500 6.00 28.27 4580 Cone SPECIFICATIONS 28 4000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architects or Test results do not comply with Contractors representative. Cylinders delivered to PSI laboratory. applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAVID TERLIZZI k1oul Nes Ectf0tiLlLy — ve-,fliffl,ki "i Professional Servic Industries, Inc. cc: City of Carlsbad Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLr1STED AND MAY NOT BE INDICATIVE OF THE ENTIRNCRETE PLACEMENT. David J. Rrn,CE REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITH0I17EN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1aC. District Manager PSI A-200-4 14W Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 f'i7 Information ltf..!JTo Build On Engineering • Consulting • Testing 'T e REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1 DATE: February 17, 1999 OUR REPORT NO.:059-80127-23 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #5 DATE PLACED February 17, 1999 TIME 12:30 pm SLUMP, IN. 4 1/2 AIR CONTENT, % - - - AIR TEMPERATURE.° F 62 CONCRETE TEMPERATURE,°F 70 DATE RECEIVED IN LAB February 18, 1999 FIELD DATA SUBMITTED BY PSI\DAVID TERLIZZI MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 766705 MIX NUMBER AND PROPORTIONS 552 CEMENT 520 WATER 217.6 FINE AGGREGATE 1582.4 COARSE AGGREGATE 3/4" 1372.6 ADMIXTURE 3/8" 343.4 WRDA64 = 20.8 oz. N-OTE;-MPLLCAB,LE-&MLSTAND&MSNLr~-~OTHEBWIaF-INQLCATZZLUMPLC-L4-3--9Qa;-AJR-C-O.NT.ENI;-CZ31--9 UMPEPATUBE--C-LQ04--Nta3J;-CAPEIN-0 ;-C-123 I, - COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18749 A 7 02/24/99 58000 6.00 28.27 2050 Cone 18749 B 13 03/02/99 82000 6.00 28.27 2900 Cone 18749 C 28 03/17/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative, specifications. Cylinders made by Architects or Test results do not comply with - Contractors representative. - Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. 13-DAY BREAK PER CLIENT TECHNICIAN: DAVID TERLIZZI Respectfully submitted, Professional Service ffidustries, CC: City of Carlsbad Lusardi Construction / Bruce Smits David J. ey~ C~RE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLF1STED AND MAY NOT BE INDICATIVE OF THE ENTIRNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOWRI17EN PERMISSION BY PROFESSIONAL SERVICE INDUSTRJt]EC. District Manager PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 lnfonnation iToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 DATE: February 17, 1999 OUR REPORT NO.: 059-80127-21 - FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #9 DATE PLACED February 17, 1999 TIME 07:47 am SLUMP, IN. 4 3/4 AIR CONTENT, % - - - AIR TEMPERATURE,°F 55 CONCRETE TEMPERATURE,°F 60 DATE RECEIVED IN LAB February 18, 1999 FIELD DATA SUBMJTfED BY PSI\DAVID TERLIZZI MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 766493 MIX NUMBER AND PROPORTIONS 552 CEMENT 520 WATER 217.6 FINE AGGREGATE 1582.4 COARSE AGGREGATE 3/4' 1372 3/8" 343 ADMIXTURE WRDA64 = 20.8 oz. NOTE APPLICABLE ASThI STANDARDSM OTHER MS C IO64-8E JNOLCL23L,B3 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18745 A 7 02/24/99 76000 6.00 28.27 2690 Cone 18745 B 28 03/17/99 18745 C 28 03/17/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. specifications. Cylinders made by Architects or Test results do not comply with - Contractors representative. Cylinders delivered to PSI laboratory. applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAVID TERLIZZI Respectfully submitted, Professional Service Industries, Inc. cc: City of Carlsbad Lusardi Construction / Bruce Smits David j.,dan, CRE. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLSTED AND MAY NOT BE INDICATIVE OF THE ENTIRDNCRETE PLACEMENT. . REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WErHOWRITFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1B&C. D 1st r 1 C ,fllanage r PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ro ' Information mwajjuToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 DATE: February 17, 1999 OUR REPORT NO.: 059-80127-22 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #24 UPPER HALF DATE PLACED February 17, 1999 TIME 11:20 am SLUMP, IN. 5 AIR CONTENT, % - - - AIR TEMPERATURE,°F 67 CONCRETE TEMPERATURE,°F 68 DATE RECEIVED IN LAB February 18, 1999 FIELD DATA SUBMITTED BY PSI\DAVID TERLIZZI MIX DATA SUBM1TI'EDBY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 766646 MIX NUMBER AND PROPORTIONS 552 CEMENT 520 WATER 217.6 FINE AGGREGATE 1582.4 COARSE AGGREGATE 3/4" 1372.6 ADMIXTURE 3 /811 343 .4 WRDA64 = 20.8 oz. NOTE: APPUCABLE ASTM SFANDARDSNLESS OTHEBWISJSDiCAT.E UJMPLCj3SOa: AIR CONTENT: C2319JMPERATURE: C1064SS1S3): CAPPING: C123 1-El COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18748 A 7 02/24/99 65000 6.00 28.27 2300 Cone 18748 B 28 03/17/99 18748 C 28 03/17/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative, specifications. Cylinders made by Architect's or Test results do not comply with Contractor's representative. Cylinders delivered to PSI laboratory, applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAVID TERLIZZI Respectfully submitted, (Pr9fessional Service Industries, Inc. CC: City of Carlsbad 7" Yan, Lusardi Construction / Bruce Smits David Jf CRE ThESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLSTED AND MAY NOT BE INDICATIVE OF THE EN1'IB1NCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOWRITfEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEIC. District Manager PSI A-200-4 (411' Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Information ltf..!iToBulldOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD, CA 92008 DATE: February 17, 1999 OUR REPORT NO.: 059-80127-23 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #5 DATE PLACED February 17, 1999 TIME 12:30 pm SLUMP, IN. 4 1/2 AIR CONTENT, % - - - AIR TEMPERATURE,°F 62 CONCRETE TEMPERATURE,°F 70 DATE RECEIVED IN LAB February 18, 1999 FIELD DATA SUBMITTED BY PSI\DAVID TERLIZZI MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 766705 MIX NUMBER AND PROPORTIONS 552 CEMENT 520 WATER 217.6 FINE AGGREGATE 1582.4 COARSE AGGREGATE 3/4° 1372.6 ADMIXTURE 3/8" 343.4 WRDA64 = 20.8 oz. NOTE APPLICABLE ASTM STANDARDSNLESS OTHERWISE iND1CATELUMP: C143-20a C231-BItEMPERATURE: C 1064-861931: CAPPING: C 1231-93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18749 A 7 02/24/99 58000 6.00 28.27 2050 Cone 18749 B 28 03/17/99 18749 C 28 03/17/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. - specifications. Cylinders made by Architect's or Test results do not comply with Contractor's representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAVID TERLIZZI Respectfully submitted, Professional Service Industries, Inc. cc: City of Carlsbad Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLP1STED AND MAY NOT BE INDICATIVE OF THE ENTIBVNCRETE PLACEMENT. David J. an, CRE7/ REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WrrI1OWRITrEN PERMISSION BY PROFESSIONAL SERVICE iNDUSTRiEIC. D 1st r i c anager PSI A-200-4 (4)F - Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Infomiation ltf.JJToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 DATE: February 17, 1999 OUR REPORT NO.:059-80127-24 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #7 DATE PLACED February 17, 1999 TIME 10:17 am SLUMP, IN. 3 1/4 AIR CONTENT, % - - - AIR TEMPERATURE.°F 67 CONCRETE TEMPERATURE.°F 68 DATE RECEIVED IN LAB February 18, 1999 FIELD DATA SUBMITTED BY PSI\DAVID TERLIZZI MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 76612 MIX NUMBER AND PROPORTIONS 552 CEMENT 520 WATER 217.6 FINE AGGREGATE 1582.4 COARSE AGGREGATE 3/411 1372.6 ADMIXTURE 3/8" 343.4 WRDA64. = 20.8 oz. NOTE: APPLICABLE ASThI SFANDARDSNLESS OTHERWISE lND1CATELUMP: C143-90a- AIR CONTENT: C23 1-9IMPERATURE: C1064-86193)- CAPPING: C1231-q-3 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18747 A 7 02/24/99 78000 6.00 28.27 2760 , Cone 18747 B 28 03/17/99 - 18747 C 28 03/17/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. - specifications. Cylinders made by Architect's or Test results do not comply with - Contractors representative. - Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAVID TERLIZZI Respectfully submitted, Professional Service Industries, Inc. cc: City of Carlsbad 4 Lusardi Construction / Bruce Smits U, .,4an, CR THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLr1STED AND MAY NOT BE INDICATIVE OF THE ENTIEE:NCRETE PLACEMENT. . David J K / REPORrS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOWRITI'EN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIE1S.C. D 3. St r 1 C A"lanage r PSI A-200-4 141F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 iIInformation ltf.!JToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAI1INO VIDA ROBLE CARLSBAD, CA 92008 DATE: February 17, 1999 OUR REPORT NO.: 059-80127-25 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #13 TOP PORTION, FULL WIDTH DATE PLACED February 17, 1999 TIME 09:15 am SLUMP. IN. 4 1/2 AIR CONTENT, % --- A IR TEMPERATURE,°F 60 CONCRETE TEMPERATURE,°F 66 DATE RECEIVED IN LAB February 18, 1999 FIELD DATA SUBMITTED BY PSI\DAvID TERLIZZI MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 766541 MIX NUMBER AND PROPORTIONS 552 CEMENT 520 WATER 217.6 FINE AGGREGATE 1582.4 COARSE AGGREGATE 3/411 1372.6 ADMIXTURE 3/8" 343.4 WRDA64 = 20.8 oz. N0E: APPLICABLE ASThI STANDARDBNLESS OThERWI5iI4DICA.I5jSLUSIPC143-9Oa: AIR CONTENT: C2a1 BATURCi4l9LCAPINGC.l23i93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENMFICATIOII OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18746 A 7 02/24/99 77000 6.00 28.27 2720 Cone 18746 B 28 03/17/99 18746 C 28 03/17/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. - specifications. Cylinders made by Architects or Test results do not comply with - Contractors representative. - Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAVID TERLIZZI Respectfully submitted, Professional Service Industries, Inc. cc: City of Carlsbad Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLRESTED AND MAY NOT BE INDICATIVE OF THE ENTIRENCRETE PLACEMENT. David Di st ri V Manager REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. W1ThOWTIITFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1B&C. PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I 'i7 Information tf..!iToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES 1635 FARADAY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1 DATE: February 12, 1999 OUR REPORT NO.: 059-80127-16 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #22 UPPER HALF OF PANEL DATE PLACED February 12, 1999 TIME 12:20 pm SLUMP, IN. 4 AIR CONTENT, % - - -. AIR TEMPERATURE.°F 63 CONCRETE TEMPERATURE,°F 68 DATE RECEIVED IN LAB February 15, 1999 FIELD DATA SUBMITTED BY PSI\RICK RIEWER MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 190120 MIX NUMBER AND PROPORTIONS 552 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18715 A 7 02/19/99 71000 6.00 28.27 2510 Cone 18715 B 28 03/12/99 108000 6.00 28.27 3820 Cone 18715 C 28 03/12/99 119000 6.00 28.27 4210 Cone SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architects or Test results do not comply with Contractors representative. - Cylinders delivered to PSI laboratory. l(aiAs)tcio. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C SET #4 TECHNICIAN: RICK RIEWER Respectfully submitted, Professional ndustries, Inc. cc: City of Carlsbad .. I Lusardi Construction / Bruce Smits David CE ThESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLRESTED AND MAY NOT BE INDICATIVE OF THE ENTINCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOWRITFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIBEC. District PSI A-200-4 i4iF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 f"i7Infomiation Ltf..!iTo Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES 1635 FARADAY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1 DATE: February 12, 1999 OUR REPORT NO.: 059-80127-17 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #27 DATE PLACED February 12, 1999 TIME 11:30 am SLUMP. IN. 4 1/4 AIR CONTENT,% AIR TEMPERATURE,°F 64 CONCRETE TEMPERATURE,°F 66 DATE RECEIVED IN LAB February 15, 1999 FIELD DATA SUBMITTED BY PSI\RICK RIEWER MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 190110 MIX NUMBER AND PROPORTIONS 552 CEMENT - - - WATER FINE AGGREGATE COARSE AGGREGATE --- ADMIXTURE 1-93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN I TEST IDENTIFICATION AGE OR SET NO. I (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18714 A 7 02/19/99 62000 6.00 28.27 2190 Cone 18714 B 28 03/12/99 119000 6.00 28.27 4210 Cone 19714 C 28 03/12/99 117000 6.00 28.27 4140 Cone SPECIFICATIONS 28 Cylinders picked up by PSI REMARKS: X Cylinders made by PSI representative. X representative. X Cylinders made by Architect's or Test results do not comply with Contractor's representative. - Cylinders delivered to PSI laboratory. applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. SET #3 TECHNICIAN: RICK RIEWER Respectfully submitted, Professional Service I us CC: City of Carlsbad Lusardi Construction / Bruce Smits 4Inc. David J. Ryan, E THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLaSTED AND MAY NOT BE INDICATIVE OF THE ENTIENCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOwrliTrEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEIZtC. District Manager PSI A-200-4 141F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 t%_1001[m FRM m S Test results con with applicaQ e specifications. Infomiation Ltf..!JTo Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES 1635 FARADAY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1 DATE: February 12, 1999 OUR REPORT NO.: 059-80127-18 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #29 DATE PLACED February 12, 1999 TIME 09:30 am SLUMP, IN. 4 1/4 AIR CONTENT, % - - - AIR TEMPERATURE,°F 61 CONCRETE TEMPERATtJRE,°F 63 DATE RECEIVED IN LAB February 15, 1999 FIELD DATA SUBMITTED BY PSI\RICK RIEWER MIX DATA SUBMITTED BY NELOSN & SLOAN SUPPLIER NELOSN & SLOAN DELIVERY TICKET NO. /TRUCK NO. 190081 MIX NUMBER AND PROPORTIONS 552 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE - - - L0.04a_61931 C1231-93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18715 A 7 02/19/99 98000 6.00 28.27 3470 Cone 18715 B 28 03/12/99 119000 6.00 28.27 4210 Cone 18715 C 28 03/12/99 111000 6.00 28.27 3930 Cone SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results Comply With applicable REMARKS: X Cylinders made by PSI representative. X representative. X ecific Uo Cylinders made by Architects or T Contractors representative. Cylinders delivered to PSI laboratoty. Ble apedfflE p s' ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. SET #2 TECHNICIAN: RICK RIEWER Respectfully submitted, rofessional Service,19dustries, Inc. cc: City of Carlsbad Lusardi Construction / Bruce Smits David J. IYA THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLaSSTED AND MAY NOT BE INDICATIVE OF THE ENTIEDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITI'EN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIElEC. District Manager PSI A-200-4 14W Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 rjA 'i7Infomiation f..!iToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES 1635 FARADAY DR., CARLSBAD 1947 CAIvIINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1 DATE: February 12, 1999 OUR REPORT NO.:059-80127-19 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANE; #16 DATE PLACED February 12, 1999 TIME 08:15 am SLUMP, IN. 4 1/4 AIR CONTENT, % - - - AIRTEMPERATURE,°F 53 CONCRETE TEMPERATURE,°F 49 DATE RECEIVED IN LAB February 15, 1999 FIELD DATA SUBMITTED BY PSI\RICK RIEWEP. MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 142628 MIX NUMBER AND PROPORTIONS 552 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE - COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL WAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18712 A 7 02/19/99 76000 6.00 28.27 2690 Cone 18712 B 28 03/12/99 115000 6.00 28.27 4070 Cone 18712 C 28 03/12/99 122000 6.00 28.27 4320 Cone SPECIFICATIONS M 28 (( -- Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architects or Test results do not comply with Contractors representative. Cylinders delivered to PSI laboratory. -- applicable spcciilcaUons. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. SET #1 TECHNICIAN: RICK RIEWER Respectfully submitted, Professional Service Industries, Inc. CC: City of Carlsbad Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLRSTED AND MAY NOT BE INDICATIVE OF THE ENTIB)NCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWBITFEN PERMISSION BY PROFESSIONAL SERVICE LNDUSTRIEISIC. District Ma ge r PSI A-200-4 (4(F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I''i7 Information ltf..!JToBulldOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD; CA 92008 DATE: February 12, 1999 OUR REPORT NO.:059-80127-19 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANE; #16 DATE PLACED February 12, 1999 TIME 08:15 am SLUMP, IN. 4 1/4 AIR CONTENT, % - - - AIR TEMPERATURE,°F 53 CONCRETE TEMPERATURE,°F 49 DATE RECEIVED IN LAB February 15, 1999 FIELD DATA SUBMITEDBY PSI\RICK RIEWER MIX DATA SUBMITI'EDBY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 142628 MIX NUMBER AND PROPORTIONS 552 CEMENT - - - WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADIVIIXrURE COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18712 A 7 02/19/99 76000 6.00 28.27 2690 Cone 18712 B 28 03/12/99 18712 C 28 03/12/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative, specifications. Cylinders made by Architect's or Test results do not comply with - Contractor's representative. Cylinders delivered to PSI laboratory. applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. SET #1 TECHNICIAN: RICK RIEWER cc: City of Carlsbad Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLRESTED AND MAY NOT BE INDICATIVE OF THE ENTIRNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOWTSTrEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIE1RC. Respectfully submitted, Professional Service Industries, Inc. 4- David J/Tan, CR Districl'tAIanager PSI A-200-4 14W Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I' AF Information -WE 7,- Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 DATE: February 12, 1999 OUR REPORT NO.:059-80127-16 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #22 UPPER HALF OF PANEL DATE PLACED February 12, 1999 TIME 12:20 pm SLUMP, IN. 4 AIR CONTENT, % - - - AIR TEMPERATURE,°F 63 CONCRETE TEMPERATURE,°F 68 DATE RECEIVED IN LAB February 15, 1999 FIELD DATA SUBMITTED BY PSI\RICK RIEWER MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 190120 MIX NUMBER AND PROPORTIONS 552 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE NOTE: APPLICABLE ASThI STANDARDSNLESS AIR CONTENT: C231-SIIEMPERAWBELC lO6486(93L.CAPPlNG: C 1231-93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18715 A 7 02/19/99 71000 6.00 28.27 2510 Cone 18715 B 28 03/12/99 18715 C 28 03/12/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply wIth applicable REMARKS: X Cylinders made by PSI representative. X representative, specifications. Cylinders made by Architects or Test results do not comply with - Contractor's representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. SET #4 TECHNICIAN: RICK RIEWER Respectfully submitted, Professional Service Industries, Inc. CC: City of Carlsbad . jiyan, Lusardi Construction / Bruce Smits David CRThESE TEST RESULTS APPLY ONLY TO THE SPECIFiC SAMPLRESTED AND MAY NOT BE INDICATiVE OF THE EN'I'IEDNCRETE PLACEMENT. . .REPORTS MAY NOT BE REPRODUCED. EXCEFF IN FULL, WITHOWRITFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIs1EC. Dist r i ager PSI A-200-4 l4lF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Ii7 Information ltf..!iToBulldOn Engineenng • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAI4INO VIDA ROBLE CARLSBAD, CA 92008 DATE: February 12, 1999 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #27 DATE PLACED February 12, 1999 TIME 11:30 am SLUMP, IN. 4 1/4 AIR CONTENT. % - - - AIR TEMPERATURE,°F 64 CONCRETE TEMPERATURE,°F 66 DATE RECEIVED IN LAB February 15, 1999 FIELD DATA SUBMITTED BY PSI\RICK RIEWER MIX DATA SUBMITTED BY NELSON & SLOAN OUR REPORT NO.:059-80127-17 SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 190110 MIX NUMBER AND PROPOR1'IONS 552 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE NOTE, APPLICABLE ASThi STANDARDSNLESS OTHERWISE INDICATE 11 .142-Os: AIR CONTENT: C2.3 1-9REMPERATIJRE: C 1064-S6IS3LCAPPING: '1231-03 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18714 A 7 02/19/99 62000 6.00 28.27 2190 Cone 18714 B 28 03/12/99 19714 C 28 03/12/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative, specifications. Cylinders made by Architects or Test results do not comply with - Contractor's representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. SET #3 TECHNICIAN: RICK RIEWER Respectfully submitted, _Professional Service Iies, Inc cc: City of Carlsbad Lusardi Construction / Bruce Smits David J, an, THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLSFED AND MAY NOT BE INDICATIVE OF THE ENTI2NCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, Wrri-,OWRITrEN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1E]C. Di St ri c t Manager PSI A-200-4 I4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Information Ltf.JJT S; oBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 DATE: February 12, 1999 OUR REPORT NO.: 059-80127-18 FIELD DATA: LOCATION OF PLACEMENT TILT-UP PANEL #29 DATE PLACED February 12, 1999 TIME 09:30 am SLUMP. IN. 4 1/4 AIR CONTENT. % - - - AIR TEMPERATURE,°F 61 CONCRETE TEMPERATURE,°F 63 DATE RECEIVED IN LAB February 15, 1999 FIELD DATA SUBMITTED BY PSI\RICK RIEWER MIX DATA SUBMITEDBY NELOSN & SLOAN SUPPLIER NELOSN & SLOAN DELIVERY TICKET NO. /TRUCK NO. 190081 MIX NUMBER AND PROPORTIONS 552 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE --- NOTE, APPLICABLE ASTM STAN ,EnwLESSruERwlSSJNDICATtLUMP C NO 123153 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18715 A 7 02/19/99 98000 6.00 28.27 3470 Cone 18715 B 28 03/12/99 18715 C 28 03/12/99 SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. - specifications. Cylinders made by Architects or Test results do not comply with - Contractors representative. - Cylinders delivered to PSI laboratory. applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. SET #2 TECHNICIAN: RICK RIEWER Respectfully submitted, ice Ind ies, Inc. Lusardi Construction / Bruce Smits CC: City of Carlsbad DavidJJ,yan, CRThESE TEST RESULTS APPLY ONLY TO ThE SPECIFIC SAMPLILSSTED AND MAY NOT BE INDICATIVE OF ThE ENTINCRETE PLACEMENT. REPORrS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOWRIVFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIElEC. Distr ger PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I InfoZd On tion =gn lap To B Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 DATE: January 19, 1999 OUR REPORT NO.: 059-80127-6 FIELD DATA: LOCATION OF PLACEMENT FOUNDATIONS @ LINE E, F, & G FROM 5.4 TO 5.8 FRONT ENTRANCE ROTUNDA DATE PLACED January 19, 1999 TIME 03:00 pm SLUMP. IN. 6 AIR CONTENT, % - - - AIR TEMPERATURE,°F 60 CONCRETE TEMPERATURE,°F 65 DATE RECEIVED IN LAB January 21, 1999 FIELD DATA SUBMITTED BY PSI\FIDENCIO VIRAMONTES MIX DATA SUBMflTEDBY NELSON & LSOAN SUPPLIER NELSON & LSOAN DELIVERY TICKET NO. /TRUCK NO. 761740 MIX NUMBER AND PROPORTIONS 3040000 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE NQTEAPPLICABLE ASThI COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18646 A 7 01/26/99 86000 6.00 28.27 3040 Cone 18646 B 28 02/16/99 18646 C 28 02/16/99 18646 D SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. - specifications. Cylinders made by Architects or Test results do not comply with - Contractor's representative. Cylinders delivered to PSI laboratory. - applicable specificatIons. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: FIDENCIO VIRANONTES Respectfully submitted, Professional Service Industries, Inc. cc: City of Carlsbad 4 Lusardi Construction / Bruce Smits ! : &4 f David J. an, CRE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLSTED AND MAY NOT BE INDICATIVE OF THE ENTIES)NCRETE PLACEMENT. . REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WrFHOWRm'EN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1B&C. D 1stllanage r PSI A-200-4 (4(F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 17 Information ltf.JJToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1 DATE: January 19, 1999 OUR REPORT NO.:059-80127-6 FIELD DATA: LOCATION OF PLACEMENT FOUNDATIONS @ LINE E, F, & G FROM 5.4 TO 5.8 FRONT ENTRANCE ROTUNDA DATE PLACED January 19, 1999 TIME 03:00 pm SLUMP. IN. 6 AIR CONTENT, % - - - AIR TEMPERATIJRE,°F 60 CONCRETE TEMPERATURE,°F 65 DATE RECEIVED IN LAB January 21, 1999 FIELD DATA SUBM1T1'ED BY PSI\FIDENCIO VIRANONTES MIX DATA SUBM1TrEDBY NELSON & LSOAN SUPPLIER NELSON & LSOAN DELIVERY TICKET NO. /TRUCK NO. 761740 MIX NUMBER AND PROPORTIONS 3040000 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE - - - ADMIXFURE NOTE: APPLICABLE ASThI STANDARDSNLESS OThERWISE 1NDlCATELUMP: C143-90a AIR CONTEWF: C23l-9IMPERATURE: C 1064-86195: CAPPING: C 1231-93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENniricAnoi OR SET NO. TEST j AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18646 A 7 01/26/99 86000 6.00 28.27 3040 Cone 18646 B 28 02/16/99 125000 6.00 28.27 4420 Cone 18646 C 28 02/16/99 128000 6.00 28.27 4530 Cone 18646 D c0imFOK SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architects or Test results do not comply with - Contracto?s representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: FIDENCIO VIRANONTES Respectfully submitted, Professional Service Industries, Inc. cc: City of Carlsbad Lusardi Construction / Bruce Smits 'Dav~iid. an, CR THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLE=D AND MAY NOT BE INDICATIVE OF THE EN1I)NCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL WIThOWRITFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEIC. D 1st r 1 anage r PSI A-200-4 I4IF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ( Information I tf.JJTo Build On Engineenng • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 DATE: January 18, 1999 OUR REPORT NO.:059-80127-7 FIELD DATA: LOCATION OF PLACEMENT FOOTINGS @ G-2 LINES DATE PLACED January 18, 1999 TIME 01:15 pm SLUMP, IN. 4 1/4 AIR CONTENT, % - - - AIR TEMPERATURE,°F - - - CONCRETE TEMPERATURE,°F - - - DATERECEIVEDINLAB January 21, 1999 FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 761365 MIX NUMBER AND PROPORTIONS 3040000 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE - - - NOTE: APPLICABLE ASThI STANDARDSNLESSMERMSE COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY - NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18640 A 7 01/25/99 81000 6.00 28.27 2870 Cone 18640 B 28 02/15/99 18640 C 28 02/15/99 18640 D SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative, specifications. Cylinders made by Architect's or Test results do not comply with - Contractors representative. - Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ cc: City of Carlsbad Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLP1STED AND MAY NOT BE INDICATIVE OF THE ENTISENCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WIT1-IOWRITFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1EIC. Respectfully submitted, Professional Service Industries, Inc. 0a4 4 David Distri anager PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I'''7 Infom'iation 1tf..!JToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1 DATE: January 18, 1999 OUR REPORT NO.:059-80127-7 FIELD DATA: LOCATION OF PLACEMENT FOOTINGS @ G-2 LINES DATE PLACED January 18, 1999 TIME 01:15 pm SLUMP. IN. 4 1/4 AIR CONTENT. % - - - AIR TEMPERATURE,°F - - - CONCRETE TEMPERATURE,°F - - - DATERECEIVEDINLAB January 21, 1999 FIELD DATA SUBMITI'EDBY PsI\CARLOs HERNANDEZ MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 761365 MIX NUMBER AND PROPORTIONS 3040000 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE - - - ADMTXI'URE COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18640 A 7 01/25/99 81000 6.00 28.27 2870 Cone 18640 B 28 02/15/99 130000 6.00 28.27 4600 Cone 18640 C 28 02/15/99 123000 6.00 28.27 4350 Cone 18640 D CONFOR M SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architects or Test results do not comply with - Contractors representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ Respectfully submitted, Professional Service Industries, Inc. cc: City of Carlsbad Lusardi Construction / Bruce Srnits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLELSTED AND MAY NOT BE INDICATIVE OF THE ENTI5)NCRETE PLACEMENT. David REPORrS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WFHOWRITEN PERMISSION BY PROFESSIONAL SERVICE INDUSrRIE].C. Di St ri Manager PSI A-200-4 l4lF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ri.574jFqh;m Information To Build On .4 Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD, CA 92008 DATE: January 15, 1999 OUR REPORT NO.: 059-80127-8 FIELD DATA: LOCATION OF PLACEMENT SPREAD FOOTING LINE A FROM 1 TO 3 SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. - - - MIX NUMBER AND PROPORTIONS 593 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE ADMIXTURE DATE PLACED January 15, 1999 TIME 03:50 pm SLUMP, IN. : 4 1/2 AIR CONTENT, % - AIR TEMPERAT(JRE,°F 62 CONCRETE TEMPERATURE,°F 67 DATE RECEIVED IN LAB January 16, 1999 FIELD DATA SUBM1TI'ED BY PSI\FIDENCIO VIRAMONTES MIX DATA SUBM1TI'EDBY NELSON & SLOAN COMPRESSION TEST RESULTS LABORATORY —FE T, SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 18606 A 7 01/22/99 73500 6.00 28.27 2600 Cone 18606 B 28 02/12/99 18606 C 28 02/12/99 18606 D SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. - specifications. Cylinders made by Architects or Test results do not comply with Contractor's representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: FIDENCIO VIRANONTES cc: City of Carlsbad Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLFSTED AND MAY NOT BE INDICATIVE OF THE ENTINCRETE PLACEMENT REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WiTHOWRTTFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTR1B&C. Respectfully submitted, Professional Service Industries, Inc. David J,/Tan, JCR130~ Districi/Manage PSI A-200-4 141F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 1'7 Info7 11d0n tion ltf..!JTo B 1 Engineenng • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAN INO VIDA ROBLE /4f 14VAN-45 A,41 CARLSBAD, CA 92008 7 DATE: January 15, 1999 OUR REPORT NO.: 059-80127-9 FIELD DATA: LOCATION OF PLACEMENT FOOTING LINT 4-F SPREAD FOOTING SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 760844 MIX NUMBER AND PROPORTIONS 593 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE DATE PLACED January 15, 1999 TIME 02:00 pm SLUMP, IN. 3 3/4 AIR CONTENT, % - - - AIR TEMPERATURE,° F 64 CONCRETE TEMPERATURE,°F 67 DATE RECEIVED IN LAB January 16, 1999 FIELD DATA SUBM1TI'ED BY PSI\FIDENCIO VIRANONTES MIX DATA SUBMITTED BY NELSON & SLOAN COMPRESSION TEST RESULTS SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENT1FICATIO AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 18605 A 7 01/22/99 84500 6.00 28.27 2990 Cone 18605 B 28 02/12/99 18605 C 28 02/12/99 18605 D SPECIFICATIONS 28 3000 Cylinders picked up by PSI REMARKS: X Cylinders made by PSI representative. X representative. Cylinders made by Architects or - Contractors representative. - Cylinders delivered to PSI laboratory. Test results comply with applicable - speciiIcations. Test results do not comply with applicable speciflcaUons. TECHNICIAN: FIDENCIO VIRAMONTES cc: City of Carlsbad Lusardi Construction / Bruce Smits THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLSTED AND MAY NOT BE INDICATIVE OF THE ENTINCRETE PLACEMENT REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL WITI-IOWRITFEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIBEC. Respectfully submitted, Pr fessional Service Industries, Inc. &t4/J 4 David J. An, CRE District M'anager PSI A-200-4 (4}F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Infomiation 1 ltf..!JToBulldOn Engineenng • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 REVISION *1 DATE: January 15, 1999 OUR REPORT NO.: 059-80127-8 FIELD DATA: LOCATION OF PLACEMENT SPREAD FOOTING LINE A FROM 1 TO 3 DATE PLACED January 15, 1999 TIME 03:50 pm SLUMP, IN. 4 1/2 AIR CONTENT,% AIR TEMPERATURE.°F 62 CONCRETE TEMPERATURE,°F 67 DATE RECEIVED IN LAB January 16, 1999 FIELD DATA SUBMITTED BY PSI\FIDENCIO VIRANONTES MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. - - - MIX NUMBER AND PROPORTIONS 593 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE NOTE APPLICABLE ASTM STANDARDSNLESS OThERWISE INDICATELLUMP: C143-90a-AiR CONTENT: C231-BITEMPERATURE: C 1064-861231: CAPPING, C123 1-93 COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18606 A 7 01/22/99 73500 6.00 28.27 2600 Cone 18606 B 28 02/12/99 104000 6.00 28.27 3680 Cone 18606 C 28 02/12/99 103000 6.00 28.27 3640 Cone 18606 D Co9XIFOR SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architects or Test results do not comply with - Contractors representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: FIDENCIO VIRAI4ONTES Respectfully submitted, Professional Service Industries, Inc. CC: City of Carlsbad ianager Lusardi. Construction / Bruce Smits David .n, CRThESE TEST RESUL1'S APPLY ONLYTO ThE SPECIFIC SAMPLSTED AND MAY NOT BC INDICATIVE OFTHE ENTIENCRETE PLACEMENT... REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITFEN PERMiSSION BY PROFESSIONAL SERVICE INDUSFRItIRC. D1str1tt PSI A-200-4 141F Professional Service Industries, Inc. •6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I''5P Information I iToBulldOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 REVISION #1. DATE: January 15, 1999 OUR REPORT NO.:059-80127-9 FIELD DATA: LOCATION OF PLACEMENT FOOTING LINT 4-F SPREAD FOOTING DATE PLACED January 15, 1999 TIME 02:00 pm SLUMP, IN. 3 3/4 AIR CONTENT, % - - - AIR TEMPERATURE,°F 64 CONCRETE TEMPERATURE,°F 67 DATE RECEIVED IN LAB January 16, 1999 FIELD DATA SUBM1TfED BY PSI\FIDENCIO VIRANONTES MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 760844 MIX NUMBER AND PROPORTIONS 593 CEMENT - - - WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE - - - NOTE: APPLicABi.EASTMErASDARESNLESS OTHEBWiSEjNDiCATELUMftCJ4&SOa: AIR CONTENT C23 l-OREMPERATURELCIOSILCAEHN&C123 J AR COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18605 A 7 01/22/99 84500 6.00 28.27 2990 Cone 18605 B 28 02/12/99 117000 6.00 28.27 4140 Cone 18605 C 28 02/12/99 112000 6.00 28.27 3960 Cone 18605 D 28 02/12/99 114000 6.00 28.27 4030 Cone F^ H RVA SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architects or - Contractors representative. Cylinders picked up by PSI X representative. - Cylinders delivered to PSI laboratory Test results comply with applicable X specifications. Test results do not comply with applicable specifications. TECHNICIAN: FIDENCIO VIRANONTES CC: City of Carlsbad Lusardi Construction / Bruce Smits ThESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLRESTED AND MAY NOT BE INDICATIVE OF THE ENTI)NCRE1E PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITIEN PERMISSION BY PROFESSIONAL SERVICE INDIJSTR1BEC. Respectfully submitted, Professional Service Industries, Inc. David J.,A'an, CRE/J District(,I4anager 1/ PSI A-200-4 I4lF Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ],,f Inormation ToBuild On Engineering e Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY PROJECT: FARADAY BUSINESS PLAZA RED CROW PROPERTIES FARADAY & HALLEY DR., CARLSBAD 1947 CAMINO VIDA ROBLE CARLSBAD, CA 92008 DATE: January 14, 1999 OUR REPORT NO.: 059- 80127 -3 FIELD DATA: LOCATION OF PLACEMENT SPREAD FOOTING DATE PLACED January 14, 1999 TIME 12:50 pm SLUMP, IN. 5 1/4 AIR CONTENT, % - - - AIR TEMPERATURE,°F 70 CONCRETE TEMPERATURE,°F 67 DATE RECEIVED IN LAB January 15, 1999 FIELD DATA SUBM1T1'ED BY PSI\FIDENCIO VIRAI'4ONTES MIX DATA SUBMITI'EDBY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 760463 MIX NUMBER AND PROPORTIONS 593 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE - - - ADMD(TURE - - - NOTE: APPUCABLE ASThI SrAND 2M.ESSC HERWISEJNDICATESLUMP: (Z14390p: AIR_CONTENT: C23 I-9IMPERAI1JRE: C iO6459 CASP1BGiCk23 1-93 COMPRESSION TEST RESULTS SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 18604 A 7 01/21/99 62000 6.00 28.27 2190 Cone 18604 B 28 02/11/99 18604 C 28 02/11/99 18604 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI Test results comply with applicable representative, specifications. Cylinders made by Architect's or Test results do not comply with Contractors representative. Cylinders delivered to PSI laboratory. - applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: FIDENCIO VIRAMONTES Respectfully submitted, Professional Service Industries, Inc. cc: City of Carlsbad A Lusardi Construction / Bruce Smits David J. an, CR ThESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLSTED AND MAY NOT BE INDICATIVE OF THE ENTI)NCRETE PLACEMENT. . REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL WITHOWRITI'EN PERMISSION BY PROFESSIONAL SERVICE INDUS'rRJBmC. D 1st r 1 cit/Manage r PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • FaX 619/455-1170 iI Infom'zation li.!JTo Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: BILL SHIRLEY RED CROW PROPERTIES 1947 CANINO VIDA ROBLE CARLSBAD, CA 92008 PROJECT: FARADAY BUSINESS PLAZA FARADAY & HALLEY DR., CARLSBAD C 14 3 $- ~c,-0,0,09 7 A1.1-1 REVISION #1 DATE: January 14, 1999 OUR REPORT NO.:059-80127-3 FIELD DATA: LOCATION OF PLACEMENT SPREAD FOOTING DATE PLACED January 14, 1999 TIME 12:50 pm SLUMP, IN. 5 1/4 AIR CONTENT, % - - - AIR TEMPERATURE,°F 70 CONCRETE TEMPERATtJRE.°F 67 DATE RECEIVED IN LAB January 15, 1999 FIELD DATA SUBMITTED BY PSI\FIDENCIO VIRANONTES MIX DATA SUBMITTED BY NELSON & SLOPN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 760463 MIX NUMBER AND PROPORTIONS 593 CEMENT WATER FINE AGGREGATE - - - COARSE AGGREGATE - - - ADMIXTURE NOTE: APPLICABLE ASI.4 STANDARDSNLESS OTHERWISE lNDICATELUMP: C143-90a, AIR CONTENT: COMPRESSION TEST RESULTS ASTM C39-94 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 18604 A 7 01/21/99 62000 6.00 28.27 2190 Cone 18604 B 28 02/11/99 97000 6.00 28.27 3430 Cone 18604 C 28 02/11/99 103000 6.00 28.27 3640 Cone 18604 D 28 02/11/99 100000 6.00 28.27 3540 Cone CotiFv F SPECIFICATIONS 28 3000 Cylinders picked up by PSI Test results comply with applicable REMARKS: X Cylinders made by PSI representative. X representative. X specifications. Cylinders made by Architect's or Test results do not comply with - Contractor's representative. - Cylinders delivered to PSI laboratory. applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: FIDENC 10 VIRANONTES Respectfully submitted, Pr fe ional Service Industries, Inc. cc: City of Carlsbad j 7 Lusardi Construction / Bruce Smits THESE TEST RESULTSAPPLY ONLY TO THE SPECIFIC SAMPLNTEO AND MAY NOT BE INDICATIVE OF THE ENTINCRETE PLACEMENT. David J. Ryan, CRE REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL WmIowRnTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIBC. District Manager PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 / - - (11kkt1 ilAqlimIHh1IJwmffltIfflhTH!HllJmt#TI1IH- rA%/JWJ/JJ#ttmt1,WffltfflttmTi1/IIJII1jmIfftl1 5o 200 250 11 AM 104, I I I I I S $ . EsGil Corporation In Partnership with government for Bui((ing Safety DATE: January 8, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-4150 PROJECT ADDRESS: 1635 Faraday Ave.. SET: III 0 PLAN REVIEWER 0 FILE PROJECT NAME: Faraday Business Plaza (Shell/Office Building) E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. F-1 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: A - Applicant shall provide a "Special Inspection Program" to the Building Official. B - Note to the Building Department: Shell building mechanical energy design is not required. By: Sergio Azuela Enclosures: Esgil Corporation E] GA E] MB 0 E Ljpc 1/4 trnsmtLdot 9320 Chesapeake Drive, Suie 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 y EsGil Corporation 2n Partnership with government for fBui(Iing Safety DATE: December 29, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-4150 SET: II PROJECT ADDRESS: 1635 Faraday Ave. U APPLICANT U PLAN REVIEWER U FILE PROJECT NAME: Faraday Business Plaza (Shell/Office Building) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real, #200, San Diego, CA 92130 Esgil Corporation staff did not advise the applicant that the plan check has been completed. El Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LII REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation Z GA El MB El EJ [1 PC 12/17 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 98-4150 II December 29, 1998 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1635 Faraday Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/17 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-4150 SET: II DATE RECHECK COMPLETED: December 29, 1998 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? UYes UNo Carlsbad 98-4150 II December 29, 1998 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 5. Please note that the separation yards shall be clearly shown adjacent to the exterior walls of the building. 13. No response was provided for this correction. Soils report was not provided. Original correction is still applicable. See original correction list. Original corrections 14 and 15 shall be rechecked when the soils report is provided. 17. Applicant shall provide a "Special Inspection Program" to the Building Official. This correction will be resolved by the Building Department. 19. The following corrections from the original disabled access requirements are still applicable: Clearly show the handgrip dimensions on detail 19/Al1. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek 2. Note to the building department: Shell building mechanical energy design is not required. PLUMBING (1994 UNIFORM PLUMBING CODE) Provide the complete site plumbing plans showing the sizes site water lines and water meter; and the sizes, routes, and slopes of the building sewer, and storm drainage system. The civil plans are incomplete, sheets C-4, C-5, and C-6 are missing and water meter and water line sizes are not shown. Carlsbad 98-4150 II December 29, 1998 Note: If you have any questions regarding this remaining Plumbing, correction please contact Glen Adamek or if you have any questions in regards to any one of the other remaining corrections please contact Sergio Azuela at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In Partnership with government for Wui&uing Safety DATE: December 9, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-4150 PROJECT ADDRESS: 1635 Faraday Ave. SET:I 0 ICANT JURI U PLAN REVIEWER 0 FILE PROJECT NAME: Farday Business Plaza (Shell/Office Building) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Andrew Tarango 12220 El Camino Real, # 200, San Diego, CA 92130 Esgil Corporation staff did not advise the applicant that the plan check has been completed. LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LI REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation GA EMB EJEJ LI PC 11/30 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 98-4150 December 9, 1998 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 98-4150 JURISDICTION: Carlsbad OCCUPANCY: B USE: Shell/Office TYPE OF CONSTRUCTION: VN ACTUAL AREA: 68,000 SF ALLOWABLE FLOOR AREA: Unlimited STORIES: 2 60' yards separation/4 sides + sprinklers HEIGHT: 31 FT SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/25/98 DATE INITIAL PLAN REVIEW COMPLETED: December 9, 1998 OCCUPANT LOAD: 680 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/30 PLAN REVIEWER: Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 UBC) ccmforw.dot Carlsbad 98-4150 December 9, 1998 GENERAL Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete . PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. . SITE PLAN Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." Clearly designate any side yards used to justify increases in allowable area based on Section 505. Please provide hatching over the area covered by the 60' yards separation around the building. . FIRE-RESISTIVE CONSTRUCTION Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies. Please provide a full description of the ceiling assembly at the stairways. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in UBC Sections 709 and 710." Carlsbad 98-4150 December 9, 1998 . STAIRWAYS 8. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1006.3. Please clearly specify the rise and run dimensions for the circular stairway (stairway "A") and also specify the rise for the stairways "B" and "C". 9. Handrails: Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. All stairs shall have handrails terminating in a newel or safety post. Section 1006.9. Please clearly show on plans construction details specifications and cross reference from details to plans for the handrail at the circular stairway. Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. . ROOFS 10. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 11. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: Manufacturer's name. Model name/number. ICBO approval number, or equal. . FIRE EXTINGUISHING 12. Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or, remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. Carlsbad 98-4150 December 9, 1998 . FOUNDATION 13. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 14. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 1804.3. 15. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 . CONCRETE 16. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Section 1611. Please clearly show on plans the connection between the steel deck at the second floor and the steel angle ledger at detail 5/SD-4. . FRAMING 17. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. . MISCELLANEOUS 18. Guardrails (Section 509.1): Shall have a height of 42". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Openings between railings shall be less than 4' The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". Clearly show it on plans for the second floor opening at the first floor Lobby. . TITLE 24 DISABLED ACCESS 19. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. Carlsbad 98-4150 December 9, 1998 . ADDITIONAL Please provide cross reference from structural calculations to plans. Provide a Key plan within the structural calculations. See the attached lists for: electrical and plumbing corrections. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: DYes El No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. ELECTRICAL PLAN REVIEW 1993 NEC PLAN REVIEWER: MORTEZA BEHESHTI 23. On the single line diagram: Specify number of poles for the transfer switch. Specify grounding electrode for the transfer switch. Show voltage, phase and AIC rating of the distribution board "DB-A". 24. Show the available fault current ( lsc ) from the serving utility co. 25. Show the ampere interrupting capacity (AlC ) ratings of the service. NEC 110- 9,230-65. Carlsbad 98-4150 December 9, 1998 26. Show the" nearest electrode" used for each transformer secondary ground system (i.e., building steel, cold water pipe). NEC 250-26(c). Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek The licensed designer must sign each sheet of the plans. Shell building mechanical and energy designs are not required. PLUMBING (1994 UNIFORM PLUMBING CODE) Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. The civil plans are incomplete. The water pipe sizing table on sheet P-I does not match the values in UPC, Chart A-4 for copper tubing. Please correct. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 98-4150 December 9, 1998 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities as follows: Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. Any curb or sidewalk intended for public use that is constructed with private funds. All existing accommodations when alterations, structural repairs or additions are made to such accommodations. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. DOORS - Revise plans to show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1004.9.2.3a: a) ~!1 8" at interior conditions. Please clearly show it on plans for doors: 109 and 111. . STAIRWAYS AND HANDRAILS Provide sections, details or notes to show that handrails are to be located ~34" but 38" above nosing of treads, per Section 1006.9.2.1 a. Please clearly show it on plans for the Lobby Stairway. Show that handrails extend a ~!1 2" beyond top nosing, and ~!1 2"-plus-tread-width beyond the bottom nosing, per Section 1006.9.2.2a. Please clearly show it on plans for the Lobby Stairway. Per Section 1006.9.2.6a, please provide details, sections or notes to show that handgrip portions of handrails are: >11/41 and 11/21' in cross sectional dimension. The shape may provide an equivalent gripping surface. The handgrip portion shall have a smooth surface, without any sharp corners. Please clearly show it on plans for the Lobby Stairway. Carlsbad 98-4150 December 9, 1998 5. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1006.16.1, as follows: At least 2" wide. Placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. Please clearly show it on plans for the Lobby Stairway. END OF DOCUMENT I Carlsbad 98-4150 December 9, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-4150 PREPARED BY: Sergio Azuela DATE: December 9, 1998 BUILDING ADDRESS: 1635 Faraday Ave. Faraday Business Plaza Off./ Shell BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: 111-N BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) Office/Shell 68,000 65.00 X 0.80 = 52.00 3,536,000.00 Air Conditioning 68,000 1.80 122,400 Fire Sprinklers TOTAL VALUE 3,658,400 L 199 UBC Building Permit Fee Z Bldg. Permit Fee by ordinance: $ 8,627.15 199 UBC Plan Check Fee Z Plan Check Fee by ordinance: $ 5,607.65 Type of Review: Z Complete Review Structural Only Fj Hourly O Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 4,486.12 Comments: Sheet I of 1 macvalue.doc 5196 ONL of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: h g PLANCHECKNO.: CB Q'- L.7i/5c BUILDING AL'DRES: / Fortcp PROJECT DESCRIPTION: She ( ASSESSOR'S PARCEL NUMBER: 13L2 3 ENGINEERING DEPARTMENT APPROVAL EST. VALUE: DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: Please se attached report of deficiencies 1"0 marked ake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By (_ Date: By: Date: By: Date: EERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By Date: ( /2 ENGINEERING DEPT. CONTACT PERSON Name: David Rick City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619)438-1161, ext. 4324 CFD INFORMATION Parcel Map No: )2.R/5- Lots: Recordation: -51 (,z 5 Carlsbad Tract: - - Li - ç A-4 ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet PInchec)c Cklst BP000I Form DR.doc Rev 913197 20m Las Palmas Dr. • Carlsbad, CA 920091576. (619) 438-1161 • FAX (619) 438-0894 -'1 '1 BUILDING PLANCHECK CHECKLIST SITE PLAN 7 2N01 3RDJ Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow /"p. Property Lines A. Existing & Proposed Structures Easements NOW$14o'il J .MAP. Existing Street Improvements Right-of-Way Width & Adjacent Streets 1G. Driveway widths Show on site plan: I C I ell; 4%7c A. Drainage Patterns c.. - 7z Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography / 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 1dr ~] D &i/S? hL'1 '1 i/T. r. DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 4b. All conditions are in compliance. Date: Plancheck Cklst BP0001 Form DR.doc Rev. 9/3/97 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 1STJ 2NDI 3R01 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2 x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $_, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_________________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: k\LASPALMASISYSUBRARYY=NGkWORD\I)OCS%CHKLST\Building Plancheck Chist BP0001 Form ORdoc Res. 9/3/97 BUILDING PLANCHECK CHECKLIST 1 t1 2nd/ 3rd/ Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. Ll 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d.No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. ARIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, cveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: H.WORD\DOCSCHK1STBudir,g Plancheck Cklst BP0001 Fern, MM.doc 4 Rev. 09/03/97 Li Li LI 12 BUILDING PLANCHECK CHECKLIST sll 2nd' 3rdl Li Li LI 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. Li Li 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad e7 b sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can ,j/ provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. Oe Required fees are attached Li No fees required Additional Comments: lR% 1-% 'A/ oktr,JcrC ZAVe.& fr o,, S-t O$DIC(. e{— s&fbs')t) (K.%4.i s:+-. ir lIi;i'.rJ-.. 5;k. 1*t1LL.. J) S?(.4a1\ " C1t.ect lO(' ç\ok ç-.p MJ Izj t.. it 4D 310pe ,16) S 6 IAJ ~ ')*'— \\LASPALMAS\SYSLIBRARVENG\WORODQCS\CHKLST\9ujId,ng Plantheck cklst BP0001 Fern, DR.doc Rev. 9/3197 I Industrial Waste permit accepted by: / Date: II1 iS" ii. NPDES PERMIT CoMp a& - øtJk (1'rj " .•teS. 40 Sm thConsu t ngArch tects January 5, 1999 David Rick CITY OF CARLSBAD - ENGINEERING 2075 Las Palmas Drive Carlsbad, California 92009 RE: Plan Check No. 984150 at 1635 Faraday Avenue (Shell Building) ITEM #2 Directions given by the parties charged with managing the City of Carlsbad project were to make majority of the site accessible. In order to achieve the request and insure proper drainage, the design needed to incorporate more catch basins than might have been required otherwise. In lieu of your request to consolidate catch basins and to satisfactorily maintain the accessibility requirements, no changes have been made to the proposed plan. As with the catch basin issue, no concrete gutter changes have been made to the proposed plan. ITEM #8 The General Contractor shall attain this permit at the time of building permit issuance. ITEM #11 Inlets are proposed with fossil filters per catch basin detail, sheet C3. ITEM #13.2 Refer to sheet CS. ITEM #13.3 No drainage easement has been recorded or is proposed related to the driveway. If the issue of the minimal amounts of water with would drain from the Lot 107 to the Lot 106 remain a concern; we would propose the addition of a crown to the driveway to be located at the property line. ITEM #13.4 The monument signs will be reviewed and permitted under a separate submittal and shall be designed as to provide proper visibility along Faraday Avenue. 12220 El Camino Real Suite 200 San Diego, CA 92130 619.793.4777 619.793.4787 Fax A number of the comments indicated on the Engineering Department corrections list are beyond the standard for a shell project, I understand the need to express concerns as they pertain to your future building and these issues will be addressed as part of the Tenant Improvement. I hope that I have addressed your comments to your satisfaction and that any issue left unresolved would not impede the issuance of a shell building permit. If you have any questions or comments, please feel free to call me at (619) 793-4777. Respectfully, WW 40t Andrew R. Tarango L:PROJEC7198fiIes\982641engineering response. doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET o Estimate based on unconfirmed information from applicant. O Calculation based on building plancheck plan submittal. Address: /63ffondaz Ap-&. Bldg. Permit No.&'Y 9- 4(1)0 Prepared by: D- Date: ________ Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: EDU's: /3. Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: re 4 Sq. Ft./Units: 000o K ADT's: Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRE% (no WITHIN CFD: bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO Ai-i. PARK-IN-LIEU FEE PARK AREA & #: / FEE/UNIT: X NO. UNITS: =$ .0 £12. TRAFFIC IMPACT FEE / ADT's/UNITS: 3Lf0 x FEE/ADT: 2 ?- = $7L1 0 E13. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 ( ) / ADT's/UNITS: X FEE/ADT: = $ 0'4. FACILITIES MANAGEMENT FEE ZONE: .5 UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: ./0 ...__________ EV"5. SEWER FEE PERMIT No. 2'L EDU's: BENEFIT AREA: EDU's: SEWER LATERAL ($2,500) X FEE/EDU:_____ DRAINAGE BASIN:_____ X FEE/EDU:_______ =$ .5I2IL1 7. DRAINAGE FEES PLDA : HIGH /LOW______ ACRES: X FEE/AC: =$___________ TOTALOFABOVEFEES*: $____________ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:DOCS\MlSFORMS\FEE CALCULATION WORKSHEET REV 7/13/98 M Ca PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 1 1 I 17 Address 1124,2Lz1 Planner ''. 41rcLL#— Phone (619) 438-1161, exteri'sion'432-c APN: 2110 I Type of Project & Use: 'o\d-ç. Net Project Density: DU/AC Zoning: General Plan: Facilities Management Zone: CFD (in/out) #Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by this permit: -- Legend: Z Item Complete (a Item Incomplete — Needs your action )~f E D Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: E Discretionary Action Required: YES APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES____ NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. NO ( TYPE 5D°/0 ''s Required ye-f Shown CAQ ,f +b QV Required ShownSc,' -h n-f- vp4 1 000e "i$1J fl 5. Parking: Spaces Required 2.1 2— Shown Guest Spaces Required Shown mod 3. Lot Coverage: 4. Height: E Inclusionary Housing Fee required: YES NO )<' (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (Enter CB #; UACT; NEXT12; Construct housing YIN; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: @)Mzo 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width, dimensional setbacks and existing topographical lines. s- 2. Provide legal description of property and assessor's parcel number. Zoning: Setbacks: Front: Required so Shown 7 10 Interior Side: Required Shown -210 Street Side: Required .._- Shown Rear: Required Shown o Accessory structure setbacks: N/A- Required Shown Required Shown Required Shown Required Shown Required Shown Front: Interior Side: Street Side: Rear: Structure separation: Additional Comments See, ciIta OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATEI-- PLAN CHECK REVIEW 12-11-1 CB984 150 (ADDITIONAL COMMENTS CONTINUED) 1. The project will require approval of a Conditional Use Permit for the use of the site as a public building. Revise the parking tabulation on sheet TS 1 so that the entire building is calculated as office use. v,T The engineering dwgs sheet 3 incorrectly states the building size as 67,000 s.f. R&D. Please revise to 68,000 s.f. office. Compact spaces shall be located in close proximity to the entrance to the facility so as to encourage their maximum usage. v. Show the car overhang and remaining width of sidewalk adjacent to the parking area on the south side of the building (near h.c. spaces). v6. Please note on plans that aisles for compact spaces shall be clearly marked with permanent pole signs denoting "Compact Cars Only". Please indicate the percentage of the site that is landscaped. I - It 4 c. / to p OF t.,d( adj 4- -L&.-,? landscape screening for cars located near the top of the pedestrian ramp. Vait1p, Md '.'lie Dimension the width of the interior landscape islands between parking stalls. The Li/s pia planting area (from inside edges) must be a minimum of 6 feet. ), 10. The planter width between rows of cars must be 9 feet wide (mm.) to accommodate both the car overhang area and the planting area. Islands between compact spaces (without car overhangs and utilizing wheel stops) shall be at least 4 feet wide. / Increase the width of the planter between the retaining wall and parking spaces in eu - ta- OA order to accommodate both the planting area and car overhang. c-1ik jaiQ • S tVI iliIndicate the type of decorative finish or decorative block for retaining walls. A 4I JA64i A3 graffiti-proof finish shall be applied to the retaining walls between the street and building. (ik b(ôcA. - "13. Indicate the location for a flag pole. The pole shall be uplit. Provide details for the 4 flagpole, including the type of mechanism for securing the flags. ô' W U ve.te ,44. All exterior light fixtures shall be shielded so that illumination does not spill onto adjacent properties or affect nearby residential properties. )-4 05 The outdoor employee eating area should be revised as follows: The seat walls on the east side should be raised in height to 4 feet to provide a T. sense of privacy within the eating area. Benches can be attached to the face of the wall to provide opportunities for seating areas with a back support. (revise detail #1 WAS 3) Incorporate a perimeter walkway around a portion of the site with connections to view point areas with additional seating/eating opportunities. Provide a seat wall along the west edge of the eating area (revise detail #18/A53) Indicate the type and location of outdoor furniture, including trash receptacles, within the eating area. Benches should be equipped with umbrellas for shade or a shade structure should be provided within the outdoor eating area. Incorporate a direct link from the building to the mini park. Vf6. Pie e clarify the locations of the benches within the mini-park. L--l-7. Please submit a conceptual roof plan showing the location of roof equipment, including the height of equipment. Roof equipment must be screened either by the d c--;t-u -- t- ( PLAN CHECK REVIEW CB984 150 (ADDITIONAL COMMENTS CONTINUED) parapet or by a separate screen which shall be architecturally compatible with the building, and preferably integrated into the overall design. • -1i 18 Please provide an acoustical analysis for the generator. Noise from the generator '4)/I wo shall not exceed acceptable noise levels as specified in the CRC Specific Plan (pg. 10) you please ensure that the electrical outlets within each workspace (including front counter area) can accommodate a space heater and computer without blowing a fuse? -htr.-t r 'T L-- 20. Signage requires a separate permit and shall be reviewed separately. iuo4c4 In order to expedite the review of plan check correction, please note on this list (or a copy) where each correction item has been addressed, ie, plan sheet, note or detail number, etc. U 98009-1 - Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:Wednesday, December 9, 1998 Reviewed by:___________________ Contact Name Andrew Taran Address 12220 El Camino Real Ste 200 City, State. San Diego CA 92130 Bldg. Dept NbQB984i-50----- Planning No. Job Name Palomar Business Pla Job Address 1635 Faraday Ste. or Bldg. No. l Approved - The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance With applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 98009-1 File#___________ 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 w CHRISTIAN WHEELER F N G 1 N E E It I N C; REPORT OF REMEDIAL GRADING OBSERVATIONS AND TESTING FARADAY BUSINESS PLAZA LOT 106, CARLSBAD RESEARCH CENTER FARADAY AVENUE CARLSBAD, CALIFORNIA PREPARED FOR: RED CROW PROPERTIES 1947 CAMThJO VIDA ROBLES, SUITE 104 CARLSBAD, CALIFORNIA 92008 PREPARED BY: CHRISTIAN WHEELER ENGINEERING 4925 MERCURY STREET SAN DIEGO, CALIFORNIA 92111 925 Mcictiiy zrecr • San Diego. CA ')21 11 • • FAX (,I 9-496-1475H Od 8962 T1,' 09f SLAedOd MO.A3 pai vot,:ol 66-90-'-'r . y. rLfl QIW 4Q .jrI•o- ;MM; rye .a w CHRISTIAN WHEELER E N C. IN E E k IN C; January 5. 1999 ("WE 198125.2 Red Crow Properties 1947 Camino Vida Robics, Suite 104 Carlsbad, California 92008 A11'ENTION: William Shirley SUBJECT., Report of Remedial Grading Observations and Teating, Faraday Business Plaza, Lot 106, Carlsbad Research Center, Faraday Avenue, Carlsbad, California.. RJ1HRENCE "Sire Regrading and Foundation Rccommend;tions, Faraday Business l'laza, T.c,t 106. Carlsbad Research Center, Carlsbad, Calilimia," by Christian Whccicr EAgincenAg, dated Dcccmbcr 23, 1998. Ladies /Gendcrncn, lii accordancc with your request and the requirement of Section 1701.5.13 of the Uniforna BusIdng Code, Chuslian Whcdcx Engineering lim prepared this report to sLtmnaanzc our observauons of the remedial earthwork operations and present the results of density tests performed in the compacted fills placed during the mass grading operation. Our observation and testing services were provided during the period of December 30, 1998 through January 4, 1999. SITE HISTORY: The project site addressed by ski3 report consists of a previously graded commercial building pad located south of Faraday Avenue in the Carlsbad Reicarch Center area of Carlsbad, California. As was detailed in the referenced report. the site had been rough-graded during the development of the Carlsbad ltcscaxch Center in 1992 through 1994. In July of 1998, the site was prethc-gradcd to accommodate a proposed concrete tilt-up structure, and excavations for the proposed foundations were dug. Subsequently, the design of the proposed building was revised, rendering the footing excavanOr uousabk for the new structure. The removal and recompacion of the abandoned footing excavations are the subject of this report. PROPOSED CONSTRUCTION: It is our understanding that the subject site is to be developed by the construction of a concrctc tilt-up building and associated driveway, parking and utility improvements. We antacipare that the proposed structure will be constructed on conventional shallow foundations and have on-grade door dabs. PLAN REFERENCE: No foundation plans for the previously planned building were made available to our firm on which to plot the cxrcnr of the earthwork or the locations of our field rcsrs. A sketch of the approximate limits of the work was made in the field by our technician. The .skcrch is presented as plate No. 1 of this report 4025 McrCUry Scrccr • San Dicun. C 9211 • 61V.49(.960 • F.X 619- 196-975 tOd 2968 tt. 09L saLaedoAd MO-40 Pl vlL,:or 66-90-ur -- - -•1 - - ~jdll-lu-wwu;uMj rage 4 CWT,' 198.125.2 January 5, 1999 2 GRADING CONTRACTOR: The carchwoik addressed by this report was performed by F.J. Willett Contracting Co. Inc., of San Diego. California, State License Number 402473. The primary equipment uflh2ed by the contractor in the work consistcd of a Caterpillar D613 crawler dorer, two Caterpillar 633 self-elevating scrapers, a Caterpillar 12G motorgradcr and a watertruck. SCOPE OF SERVICE Services provided by Christian Wheeler Eagmccnng, Inc. during the course of the earthwork consisted of the foIlowng Periodic observation of the earthworking operations; Pcrforntancc of in-place density tests in the hiLt placed; Performanec of laboratory maximum density and optimum moisture determinations on the soils encountered in the earthwork, and; Preparation of this report SITE PREPARATION: As a iciult of the preceding construction activity, the site was essentially devoid of vegetation prior to the remedial grading operations. The preparation of the site consisted of excavating the ezisting fills to at Icast three feet beyond the sides of the abandoned footing excavations and to a depth of twenty-four inches below the finished pad elevation. The existing filLs exposed at the bottom of the excavations were scarified to a depth of approximately six utchee watered to near optimum conditions, and recompacced. The removed soils were then replaced in the excavations in thin lifts, moisture treated to it least optimum moisture content, and compacted to at less 90% of maximum dry density by means of h.cavy construction equipment FIELD TESTS Field rests to measure the relative compaction of the fills were conducted in accordance with ASTM Teat Designation 1) 2922-91; "Standatd Test Methods fox Density of Soil and Soil-Aggregate in Place by Nuclear Methods." The locatioiia of the field tests were selected by our technician in areas discerned to exhibit relative compaction that was generally representative of that attained in the fill. LABORATORY TESTS: The maximum dry density and optimum moisture content of the predominate soils encountered in the earthwork were performned in our laboratory by ASTM Teat Designation D 1557-91; "Tcst Method for Laboratory Cuuipaction c:haractens tics of Soil Using Modified Effurt'. The tests were conducted in accordance with the methodology proscribed for the grain-size distribution of the soils tested. The results of these rests are presented on the attached Plate No. 2. Representative samples of the soils present within the foundation zone of the proposed structure were rested for their expansion potential in accordance with UBC Tests Method 29-2. These test results axe also presented on Plate No. 2. Od 8968 1EV 09L s.tado..4d MO-40 paj vt ti':or 66-90-UC' - - _ . -. . •-,• ._,_ j... ii,js..t.ai sntJ Ulu tWU jan-oe :iuAM; rage CWE 198.125.2 January 5, 1999 CONCLUSIONS GENERAL It is the opinion of Christian Wheeler Ennccring that the earthwork addressed by this report has been performed substantially in accordance with the recommendations presented in the referenced geotechnicat report and with the requircmencs of the City of Carlsbad grading ordinance and the Uniform Buddmg Code-This, opinion is based upon our obaervauons of the earthwork operations, the results of the density tests taken in the field, and the maximum density tests performed in our laboratory. it is our further opinion that the she is suitable for the proposed construction. Our recommendations for the minimum design of foundations for the proposed structures arc, presented below in the Pnundations' section of this report- REMAINING WORK: As of the dare of this report, additional work remains to be done on the site for the backfilling of utility rrenchcs and the preparation of the subgrnde and base courses in areas to he paved. Our firm should be contacted when these operations are pedornicd so that we can verily their compliance with the applicable specif1catins. EXPANSION CHARACTERISTICS: The soils present within the zone of influence of the proposed foundations were found to be highly expansive. The recommendations presented in the Poundtions' section of this report reflect dais condition. FOUNDATIONS GENEkaS.L; It is our opinion that the proposed structure can be supported by conventional spread footings. Continuous and square footings should be founded at least 24 inches below building pad grade and should have a minimum width of 24 inches. BEARING CPACITY: The allowable soil bearing pressure for the prevailing soil conditions is expressed by the following formula for continuous and s*uirc footings Continuous Footings q 1.8.3 + 0.21 D + 11.06 U Square Footings q 2.20 + 0.21 1') + 0.05 B Where: Allowable coil bearing pressure in kips per square foot as limited in shear for full live and dead loads. D = Footing depth below finish pad grade in [ccc. B Footing 'wii:lth in feet. The above pressures may be inaesscd by one-third for wind and seismic loading and should be decreased by one-fourth for dead loads only. Due to settlement cunidcranons, we recommend that the bearing capacity determined using the above formula be limited to a maximum of 3000 pounds per square Loot. REINFORCING: All foundations should be reinforced in accordance with the recommendations of the project structural engineer. However, as a minimum, we recommend that all continuous footings be reinforced with at least iwo No. 5 bars top and bottom. This reinforcement is based on the soil conditions and is not intended to be in lieu of the reinforcement necessary to satisfy uructueal considezations. FOUNDATION EXCAVATION OBSERVATION: It is recommended that all footing excavations be observed by a member of our staff prior to placing concrete in order to verify that the 90d 8968 Tfr 09L seL4ad0-4d Mo.A3 PH vr't":or 66-90-ur u' 'U 0uu3 4411.0 u..5URM3 i-eye oiu CWE 198,125.2 January 5, 1999 4 foundations will have the minimum dimensions recommended herein, and that the soil conditions are as anticipated in the pccpamuuzi of this report. LATERAL LOAD RESISTANCE: Lateral loads agamsi foundations may be resisted by friction between the bottom of the footing and the supporting soils, and by the passive preuurc against the footing. The coefficient of friction between concrete and soil may be assumed to be 0.30 The passive pressure may be considered to be equal to an equivalent fluid pressure of 300 pounds per square foot Emr foot of depth, up to a maximum of 2000 pounds per square foot. This assumes that the footings arc pou.rcd tight against, compacted fill. If a combination of passive pressure and friction is used, the friction should be reduced by one-third. Where footings abut landscaped areas, The upper six inches of soil should be neglected in calculating passive resistance. SETTLEMENT CHARACTP.RISTICS: In consideration that there will only be three to four feet of compacted fill between the bottom of the foundations and the Wet)' dense bedrock that underlies the site, it is our opinion that the maximum total and differential settlement will be less than one suds and one-half inch, respectfully. It should be recognized that minor cracks normally occur in concrete slabs and foundations due to shrinkage during curing and/or redistribution of stresses, and that some such cracks can be anticipated. It should also be realized that there cracks arc not necessarily an indication of excessive movement ON-GRADE CONCRETE SLABS INTERIOR FLOOR SLAB: We recommend that the znirnmum floor slab thickness should he live (5) inches. The floor slab should be reinforced with at Least No, 3 hart placed at 18 inches on center each way. The slab reinforcing bars should he turned down to extend at least six inches into the perimeter iooimgs. Slab reinforcing should be positioned on chairs at mid-height in the floor These recommendations are based on the soil characteristics and the anticipated rclathreLy light slab loading alan office building, and arc considered minimums standards fur the existing conditions. If any heavy Loads or point loads are anticipated, the structural engineer should provide revised recommendations for the slab thickness and reinforcing. MOISTURE PROTECTION FOR INTERIOR SLAB: Where the concrete on-gsdc floor slab will support moisture-sensitive floor covering, it should be underlain by a moisture barrier. We recommend that the minimum configuration oldie aubalab moisture bather consist ala four-inch-thick blanker of coarse, dean sand. The moisture barrier material should have less than ten percent and (we percent passing the No. 100 and No. 200 sieves, respectively. A 10-mil visqueen vapor barrier should be placed in the center of the moisture protection blanket. EXTERIOR CONCRETE FIATWORK. )xtezior slabs should have a minimum thickness of five (5) mchcs. Reinforcement and control joints should be consirtsctcd in exterior concrete Uniwork to reduce the potential for cracking and movement. Joints should be placed in exterior concrete flarwork to help control the location of shrinkage cracks. Spacing of control joints should be in accordance with the American Concrete Institute specifications. When walks and entrance slabs abut perimeter foundations, they should be doweled into the footings in accordance with the recommendations of the structural engineer it should be recognized that the prevailing near surface soils arc considered highly expansive and that some distress can occur to exicrior concrctc flarwoek where water can be absorbed by the underlying clayey soils. 'I'yptcal methods to prevent thji type of damage are relatively expensive compared with replacement costs for distressed concrete. In consideration of this, we axe providing only nm,im21 recommendations for on-grade concrete flatwork. If it is desired to attempt to prevent or minimise the potential for damage due to heaving soils, we should be contacted for revised recommendations. LOd 2968 it ogz seLtesdO.Ad MO.AJ ptaj v:01 66-90-UC' iy. cctcr, clui u, t3lu 4b si; Jan-6-99 9:31AM; CWE 198.125.2 January 5, 1999 S Page 7)9 LIMITATIONS The descriptions, conclusions and opinions presented in this report pertain only to the work pczfumed on the eubcct site during the period from December 3,0.1998 to January 4 1999. As limited by the scope of the services, which we agrecd topeefoarn, the conclusions and opinions presented herein are based upon our observations of the work and the results of our laboratory and field rests. Our services were performed in accordance with the currently accepted standard of practice in the area of the site and in such a manner as to provide a reasonable measure of the compliance of the described work with applicable codes and specifications. With the submittal of this report, no Warranty, express or implied, is given or intended with respect to the services performed by our 1rn; and our performance of those sevvsces should not be construed to relieve the grading contractor of his responsibility toptrfnun his work to the standards required by the ,pplkable building codes and projcc specifications. Christian Wheeler Rngirteesing sincerely appreciates she opportunity to provide professional service on this project- if you should have any questions after reviewing this report, please do not hesitate to COULSCL our firm Respectfully Submitted, CHRISTIAN WHEELER ENGiNEERING Charles H. Chri.,uan, RGE. 00215 cc (4) Submitted (1) Smith Consulting Architects 80d 8968 Tt 09L seLAado.Ad Mo.A3 pj v:oi 66 -90-Uec' sent by: LHHISIIAN WHLH N(iiNLN.LNi U1W 4b bIb; j an - t-a a:i; rage øia Carlsbad Research Center Lot 106 LEGEND Approximate In-Place Density Test Locitiun Approxim.-Ite Limits of Removal Christian Wheeler Engineering Job Number: 198.125 Date: 01-05-99 Plate Number :i 60d 8962 TCti 09L SaLkedo.Ad MO-A3 p 66-90-UC' 1n-PIae Denuitv Teat fllraulta. ASTM 2922.91 Tr.t Niinibsr Date lSkvaiion Moimitia D,y Dca.iy (FtP) goo Type RcMdv. Compie -ciao 1 - 12-30-98 Sec Plate 1 IFG -24" 14.7 106.7 - 1 90.2 2 12-30-98 See Plate I PC -2V' 16.0 107.2 1 90.6 - 3 12-30-98 See Plate - 1k12' 11.7 108.1 1 914 - 4 12-30-98 See Plate 1 1C .18" 16.2 104.5 2 - 90.7 5 12-30-98 See Plate I PC, -6" - 16.8 107.1 2 930 6 - - 12-30-98 See Plate 1 iG -61 166 - 1038 2 90.1 7 12-31-98 See Placcl 1k -12" 13.6 '106.8 1 90.3 8 12-31-98 Sec Plate I - G -12" 17.1 104.4 2 90.6 9 12-31-98 Sec Plaxe 1 YC " - - 16.8 105.6 2 91.7 to 12-3198 See Plate I PC; _IX*16.7 107.1 1 9M5 11 12-31-98 Sec Plate I FG 14() 112.S 1 95.4 12 12-31-98 See Plate I PG 13.3 113.7 1 9I1 13 12-31-98 Sec Plate - IC 14.4 105.6 2 91.7 I14 .. 15 12-31-98 1-4-99 - 5cc Plate I See Plate I FC FG 14.6_ 1 15.2 107.3 109.8 2 2 93.1 95.3 16 1-4-99 Sec Plate 1 FG 1 155 107.6 2 934 FG Finished Grade Miiim. fl.,.ast,, .n4 flntirai,m Mnienrn! fl .rnhIlannn. ATM 157.91 Soil Description - OpWnum Maximum Type Moisture Thy (%) Denaity __1!CFI 1 - TanClayey Fine Sand 12.3 118.3 - 2 Tan CUyey Fine Sand - 13.0 1 115.2 Fvvan1tin lnday Tests- UH( 29.2 Soil Type Description Expansion Index J fTan Claycy 1uae Sand Tan Clayev Fine Sand 94 87 CWE 198.125,2 RATE NO.2 01d 2962 IEt7 09L saLAedo.Ad MO.AJ pj yt.:oI 66-90-uc' V1 CHRISTIAN WHEELER ENGINEERING REGRADING AND FOUNDATION RECOMMENDATIONS FARADAY BUSINESS PLAZA LOT 106, CARLSBAD BUSINESS CENTER CARLSBAD, CALIFORNIA PREPARED FOR: RED CROW PROPERTIES 1947 CAMINO VIDA ROBLES, SUITE 104 CARLSBAD, CALIFORNIA 92008 PREPARED BY CHRISTIAN WHEELER ENGINEERING 4925 MERCURY STREET SAN DIEGO, CALIFORNIA 4925 Mercury Street + San Diego, CA 92111 + 619-496-9760 + FAX 6 19-496-9 8 w CHRISTIAN WHEELER ENGINEERING December 23, 1998 Red Crow Properties CWE 198.125.1 1947 Camino Vida Robles, Suite 104 Carlsbad, California 92008 ATFENTION: William Shirley SUBJECT: SITE REGRADING AND FOUNDATION RECOMMENDATIONS, FARADAY I BUSINESS PLAZA, LOT 106, CARLSBAD RESEARCH CENTER, FARADAY AVENUE, CARLSBAD, CALIFORNIA. I REFERENCE: See Appendix 'A' Gentlemen and Ladies: In accordance with your request and authorization, we have prepared this report to provide site regrading and foundation recommendations for the subject development, and to document that Christian Wheeler Engineering has assumed the responsibility as the Geotechnical Engineer of Record. In assuming this duty, we have reviewed the geotechnical reports, grading plan and structural plans listed in Appendix 'A' attached herewith. In addition, we have sampled the predominant foundation soils and performed laboratory tests to determine their pertinent engineering properties. BACKGROUND INFORMATION The subject lot was first graded between 1992 and 1994, during the mass grading for Unit 5 of the Carlsbad Research Center subdivision. The geotechnical engineer of record for that work was Geotechnics, Inc. The subject lot was basically a cut lot that was undercut by five feet due to a nonrippable rock condition on a portion of the lot, and capped with compacted fill material. 4925 Mercury Street + San Diego, CA 92111 + 619-496-9760 + FAX 619-496-9758 CWE 198.125.1 December 23, 1998 Page No.2 I In August 1997, Medall, Aragon, Higley Geotechnical, Inc. (Medall) performed a limited geotechnical investigation on the lot for a two story, 33,000 square foot, research and development facility. They found the lot generally suitable for the proposed development, but recommended that the upper five feet of fill material be removed and recompacted due to a loss of compaction. They prepared an addendum to their report in November 1997 in which they provided preliminary foundation design recommendations and preliminary pavement recommendations In March 1998, Medall prepared a report verifying that they reviewed the grading plans and foundation plans and found them to be in conformance with their recommendations. This report also addressed the stability of the site and the potential for liquefaction. In general, it was their opinions that the site is stable and that the liquefaction potential is extremely low. The regrading of the lot to remove and recompact the fill placed to cap the rock was performed in July 1998, with Medall providing the observation and testing services during the grading operation. They prepared an interim report on the grading operation in November 1998, which providee a recap of their compaction test results. Although not so stated in their interim report, we understand that the removal and recompaction operation covered the entire graded pad, including the building pad and the driveway and parking areas. Based on their test results, it appears that the fill materials were compacted to at least 90 percent relative compaction. After the lot was regraded, it was decided to construct a building with a slightly different footprint on the lot. The new building also has significantly higher column and wall loads, with the column loads varying between about 58 kips and 182 kips and wall loads varying between about 5 and 7 kips per linear foot. This information was obtained from the project structural engineer, Firouzi Consulting Engineers, Inc. At this time, the foundation excavations for the previously proposed building have been excavated and all construction work has ceased. The footing excavations have been open for about a month and the exposed clayey soils are beginning to desiccate with the loss of soil moisture. LABORATORY TESTING Representative samples of the foundation soils were obtained from the existing footing excavations and returned to the laboratory for testing. Samples were tested for their maximum density and optimum moisture content (ASTM D-1557), grain size distribution (ASTM C-136), direct shear test (ASTM D-3080), and expansion index (UBC 29-2). The results of these tests are presented on the attached Plate No. 1. I. CWE 198.125.1 December 23, 1998 Page No. 3 I SITE PREPARATION RECOMMENDATIONS Since the foundation layout for the new building will not match the existing footing excavations, the excavations will need to be backfilled with compacted fill material. To accomplish this, and at the same time provide a uniform cap of compacted fill over the building pad, we recommend that the upper two feet of fill material be removed and be replaced. The removal should extend at least three (3) outside the outside edge of the perimeter footings. Prior to replacing the excavated soils, the soils exposed at the bottom of the excavation should be scarified to a depth of six inches, moisture conditioned and recompacted to at least 90 percent relative compaction. The excavated and stockpiled fill material may then be replaced in the excavation in compacted lifts of six inches or less in thickness, at a moisture content slightly above optimum moisture content. All fill should be compacted to at least 90 percent of maximum dry density as determined by ASTM D-1557. Continuous observation by the Geotechnical Consultant is essential during the regrading operation to confirm conditions are as anticipated in the preparation of this report, to allow adjustments in design criteria to reflect actual conditions exposed, and to determine that the grading proceeds in general accordance with the recommendations contained herein. All earthwork should be performed in accordance with the attached Recommended Grading Specifications and Special Provisions. The special site preparation recommendations presented above supersede those in the Standard Recommended Grading Specifications. FOUNDATION RECOMMENDATIONS GENERAL: It is our opinion that the proposed structure can be supported by conventional spread footings. Continuous and square footings should be founded at least 24 inches below building pad grade and should have a minimum width of 24 inches. BEARING CPACITY: The allowable soil bearing pressure for the prevailing soil conditions is expressed by the following formula for continuous and square footings: Continuous Footings q = 1.83 + 0.21 D + 0.06 B Square Footings q = 2.20 + 0.21 D + 0.05 B CWE 198.125.1 December 23, 1998 Page No. 4 Where: q = Allowable soil bearing pressure in kips per square foot as limited in shear for full live and dead loads. D = Footing depth below finish pad grade in feet. B = Footing width in feet. The above pressures may be increased by one-third for wind and seismic loading and should be decreased by one-fourth for dead loads only. Due to settlement considerations, we recommend that the bearing capacity determined using the above formula be limited to a maximum of 3000 pounds per square foot. REINFORCING: All foundations should be reinforced in accordance with the recommendations of the project structural engineer. However, as a minimum, we recommend that all continuous footings be reinforced with at least two No. 5 bars top and bottom. This reinforcement is based on the soil conditions and is not intended to be in lieu of the reinforcement necessary to satisfy structural considerations. FOUNDATION EXCAVATION OBSERVATION: It is recommended that all footing excavations be observed by a member of our staff prior to placing concrete in order to verify that the foundations will have the minimum dimensions recommended herein, and that the soil conditions are as anticipated in the preparation of this report. LATERAL LOAD RESISTANCE: Lateral loads against foundations may be resisted by friction between the bottom of the footing and the supporting soils, and by the passive pressure against the footing. The coefficient of friction between concrete and soil may be assumed to be 0.30. The passive pressure may be considered to be equal to an equivalent fluid pressure of 300 pounds per square foot per foot of depth, up to a maximum of 2000 pounds per square foot. This assumes that the footings are poured tight against compacted fill. If a combination of passive pressure and friction is used, the friction should be reduced by one-third. Where footings abut landscaped areas, The upper six inches of soil should be neglected in calculating passive resistance. SETTLEMENT CHARACTERISTICS: In consideration that there will only be three to four feet of compacted fill between the bottom of the foundations and the very dense bedrock that underlies the site, it is our opinion that the maximum total and differential settlement will be less than one inch and one-half inch, respectfully. It should be recognized that minor cracks normally occur in concrete slabs and foundations due to shrinkage during curing and/or redistribution of stresses, and that some such cracks can be anticipated. It should also be realized that these cracks are not necessarily an indication of excessive movement. CWE 198.125.1 December 23, 1998 Page No.5 EXPANSIVE CHARACTERISTICS: The prevailing foundation soils were found to have a high expansion potential. This condition has been taken into consideration in the preparation of the recommendations presented herein. ON-GRADE CONCRETE SLABS INTERIOR FLOOR SLAB: We recommend that the minimum floor slab thickness should be five (5) inches. The floor slab should be reinforced with at least No. 3 bars placed at 18 inches on center each way. The slab reinforcing bars should be turned down to extend at least six inches into the perimeter footings. Slab reinforcing should be positioned on chairs at mid-height in the floor slab. These recommendations are based on the soil characteristics and the anticipated relatively light slab loading of an office building, and are considered minimums standards for the existing conditions. If any heavy loads or point loads are anticipated, the structural engineer should provide revised recommendations for the slab thickness and reinforcing. MOISTURE PROTECTION FOR INTERIOR SLAB: Where the concrete on-grade floor slab will support moisture-sensitive floor covering, it should be underlain by a moisture barrier. We recommend that the minimum configuration of the subslab moisture barrier consist of a four-inch-thick blanket of coarse, clean sand. The moisture barrier material should have less than ten percent and five percent passing the No. 100 and No. 200 sieves, respectively. A 10-mil visqueen vapor barrier should be placed in the center of the moisture protection blanket. EXTERIOR CONCRETE FLATWORK Exterior slabs should have a minimum thickness of five (5) inches. Reinforcement and control joints should be constructed in exterior concrete flatwork to reduce the potential for cracking and movement. Joints should be placed in exterior concrete flatwork to help control the location of shrinkage cracks. Spacing of control joints should be in accordance with the American Concrete Institute specifications. When walks and entrance slabs abut perimeter foundations, they should be doweled into the footings in accordance with the recommendations of the structural engineer. It should be recognized that the prevailing near surface soils are considered highly expansive and that some distress can occur to exterior concrete flatwork where water can be absorbed by the underlying clayey soils. Typical methods to prevent this type of damage are relatively expensive compared with replacement costs for distressed concrete. In consideration of this, we are providing only minimal recommendations for on-grade concrete flatwork. If it is desired to attempt to prevent or minimize the potential for damage due to heaving soils, we should be contacted for revised recommendations. I CWE 198.125.1 December 23, 1998 Page No. 6 REVIEW OF FOUNDATION PLANS We have reviewed the referenced structural plans prepared by Firouzi Consulting Engineers, Sheet S-i through S-4. This review indicated that the structural plans comply with the recommendations contained in this report. LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsurface soil conditions described in the referenced geotechnical documents listed in Appendix 'A' and the assumption that the soil conditions do not deviate appreciably from those described. It should be recognized that the performance of the foundations might be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soils engineer so that he may make modifications if necessary. In addition, this office should be advised of any changes in the project scope or proposed site grading so that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. CLOSURE If you have any questions after reviewing this report, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, CHRISTIAN WHEELER ENGINEERING ( " Up. 9-30-01 ) Charles H. Christian, RGE 00215 cc: (3) Submitted (3) Smith Consulting Architects LABORATORY TEST RESULTS FARADAY BUSINESS PLAZA MAXIMUM DENSITY/ OPTIMUM MOISTURE CONTENT Sample Number South Footing North Footing Description Clayey Sand (SC) Clayey Sand (SC) Maximum Density 118.3 PCF 115.2 PCF Optimum Moisture Content 12.3 Percent 13.0 Percent EXPANSION INDEX TEST Sample Number South Footing North Footing Description Clayey Sand (SC) Clayey Sand (SC) Initial Moisture Content 10.8 Percent 10.3 Percent Initial Dry Density 107.6 PCF 106.5 PCF Final Moisture Content 25.4 Percent 25.1 Percent Expansion Index 94 87 DIRECT SHEAR TEST Sample Number South Footing North Footing Description Remolded To 90 Percent Remolded To 90 Percent Angle of Friction 22 Degrees 23 Degrees Apparent Cohesion 500 PSF 450 PSF GRAIN SIZE DISTRIBUTION Sample Number South Footing North Footing Sieve Size Percent Passing Percent Passing #4 100 100 #8 99 99 #15 96 96 #30 90 90 #50 73 74 #100 53 56 #200 42 45 CWE 198.125.1 December 23, 1998 Plate No. 1 1. - CWE198.125.1 December 23, 1998 Appendix A, Page Al REFERENCES FARADAY BUSINESS PLAZA CARLSBAD, CALIFORNIA GEOTECHNICAL RPORTS I Geotechnics Incorporated April 29, 1994: Graded Geotechnical Report, Carlsbad Research Center, Unit 5 I Medall, Aragon, Higley Geotechnical, Inc. August 26, 1997: Limited Geotechnical Evaluation, Proposed Research and Development I Facility, Lot No. 106 of Unit 5, Carlsbad Research Center. November 25, 1997: Addendum to Limited Geotechnical Evaluation Dated August 26, I 1997, Preliminary Foundation Recommendations, Proposed Research and Development Facility, Lot No. 106 of Unit 5, Carlsbad Research Center. March 12, 1998: Grading Plan and Foundation Plan Review, Liquefaction and Instability Evaluation, Proposed Research and Development Facility, Lot No. 106 of Unit 5, Carlsbad Research Center. November 30,1998: Interium Report on Compacted Fill, Proposed Research and Development Facility, Lot No. 106 of Unit 5, Carlsbad Research Center. December 16,1998: File Review Report, Lot 106 of Unit 5, Carlsbad Research Center GRADING PLANS Masson & Associates, Inc. December 15, 1998: Tract 85-24 Unit 5, Lot 106 STRUCTURAL PLANS Firouzi Consulting Engineers, Inc. Undated: Sheet Nos. S-I, S-2, S-3 and S-4, Faraday Business Plaza CWE 198.125.1 December 23, 1998 Appendix B, Page B-i RECOMMENDED GRADING SPECIFICATIONS FARADAY BUSINESS PLAZA GENERAL INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soils to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary geotechnical investigation report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. These specifications shall only be used in conjunction with the geotechnical report for which they are a part. No deviation from these specifications will be allowed, except where specified in the geotechnical report or in other written communication signed by the Geotechnical Engineer. OBSERVATION AND TESTING Christian Wheeler Engineering shall be retained as the Geotechnical Engineer to observe and test the earthwork in accordance with these specifications. It will be necessary that the Geotechnical Engineer or his representative provide adequate observation so that he may provide his opinion as to whether or not the work was accomplished as specified. It shall be the responsibility of the contractor to assist the Geotechnical Engineer and to keep him appraised of work schedules, changes and new information and data so that he may provide these opinions. In the event that any unusual conditions not covered by the special provisions or preliminary geotechnical report are encountered during the grading operations, the Geotechnical Engineer shall be contacted for further recommendations. If, in the opinion of the Geotechnical Engineer, substandard conditions are encountered, such as questionable or unsuitable soil, unacceptable moisture content, inadequate compaction, adverse weather, etc., construction should be stopped until the conditions are remedied or corrected or he shall recommend rejection of this work. Tests used to determine the degree of compaction should be performed in accordance with the following American Society for Testing and Materials test methods: I CWEI98.125.1 December 23, 1998 Appendix B, Page B-2 Maximum Density & Optimum Moisture Content - ASTM D-1557-91 Density of Soil In-Place - ASTM D-1556-90 or ASTM D-2922 All densities shall be expressed in terms of Relative Compaction as determined by the foregoing ASTM testing procedures. PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brush and debris derived from clearing operations shall be removed, and legally disposed of. All areas disturbed by site grading should be left in a neat and finished appearance, free from unsightly debris. After clearing or benching the natural ground, the areas to be filled shall be scarified to a depth of 6 inches, brought to the proper moisture content, compacted and tested for the specified minimum degree of compaction. All loose soils in excess of 6 inches thick should be removed to firm natural ground which is defined as natural soil which possesses an in-situ density of at least 90 percent of its maximum dry density. When the slope of the natural ground receiving fill exceeds 20 percent (5 horizontal units to I vertical unit), the original ground shall be stepped or benched. Benches shall be cut to a firm competent formational soil. The lower bench shall be at least 10 feet wide or 1-1/2 times the equipment width, whichever is greater, and shall be sloped back into the hillside at a gradient of not less than two (2) percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fill as specified herein for compacted natural ground. Ground slopes flatter than 20 percent shall be benched when considered necessary by the Geotechnical Engineer. Any abandoned buried structures encountered during grading operations must be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above described procedure should be backfilled with acceptable soil that is compacted to the requirements of the Geotechnical Engineer. This includes, but is not limited to, septic tanks, fuel tanks, sewer lines or leach lines, storm drains and water lines. Any buried structures or utilities not to be abandoned should be brought to the attention of the Geotechnical Engineer so that he may determine if any special recommendation will be necessary. All water wells which will be abandoned should be backfilled and capped in accordance to the requirements set forth by the Geotechnical Engineer. The top of the cap should be at least 4 feet below finish grade or 3 CWE 198.125.1 December 23, 1998 Appendix B, Page B-3 feet below the bottom of footing whichever is greater. The type of cap will depend on the diameter of the well and should be determined by the Geotechnical Engineer and/or a qualified Structural Engineer. FILL MATERIAL Materials to be placed in the fill shall be approved by the Geotechnical Engineer and shall be free of vegetable matter and other deleterious substances. Granular soil shall contain sufficient fine material to fill the voids. The definition and disposition of oversized rocks and expansive or detrimental soils are covered in the geotechnical report or Special Provisions. Expansive soils, soils of poor gradation, or soils with low strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the Geotechnical Engineer. Any import material shall be approved by the Geotechnical Engineer before being brought to the site. PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to the specified minimum degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either be specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the Special Provisions or the recommendations contained in the preliminary geotechnical investigation report. When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the minimum degree of compaction recommended in the Special Provisions is achieved. The maximum size and spacing of rock permitted in structural fills and in non- structural fills is discussed in the geotechnical report, when applicable. Field observation and compaction tests to estimate the degree of compaction of the fill will be taken by the Geotechnical Engineer or his representative. The location and frequency of the tests shall be at the Geotechnical Engineer's discretion. When the compaction test indicates that a particular layer is at less than the required degree of compaction, the layer shall be reworked to the satisfaction of the Geotechnical Engineer and until the desired relative compaction has been obtained. CWE 198.125.1 December 23, 1998 Appendix B, Page B-4 Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot roller shall be at vertical intervals of not greater than four feet. In addition, fill slopes at a ratio of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over-built and cut back to finish contours after the slope has been constructed. Slope compaction operations shall result in all fill material six or more inches inward from the finished face of the slope having a relative compaction of at least 90 percent of maximum dry density or the degree of compaction specified in the Special Provisions section of this specification. The compaction operation on the slopes shall be continued until the Geotechnical Engineer is of the opinion that the slopes will be surficially stable. Density tests in the slopes will be made by the Geotechnical Engineer during construction of the slopes to determine if the required compaction is being achieved. Where failing tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Geotechnical Engineer or his representative in the form of a daily field report. If the method of achieving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compaction is obtained, at no cost to the Owner or Geotechnical Engineer. CUT SLOPES The Engineering Geologist shall inspect cut slopes excavated in rock or lithified formational material during the grading operations at intervals determined at his discretion. If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered during grading, these conditions shall be analyzed by the Engineering Geologist and Geotechnical Engineer to determine if mitigating measures are necessary. Unless otherwise specified in the geotechnical report, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. ENGINEERING OBSERVATION Field observation by the Geotechnical Engineer or his representative shall be made during the filling and compaction operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of practice. Neither the presence of the Geotechnical Engineer or his representative or CWE 198.125.1 December 23, 1998 Appendix B, Page B-5 I the observation and testing shall release the Grading Contractor from his duty to compact all fill material to the specified degree of compaction. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved. Damaged site conditions resulting from weather or acts of God shall be repaired before acceptance of work. SPECIAL PROVISIONS RELATIVE COMPACTION: The minimum degree of compaction to be obtained in compacted natural ground, compacted fill, and compacted backfill shall be at least 90 percent. For street and parking lot subgrade, the upper six inches should be compacted to at least 95 percent relative compaction. EXPANSIVE SOILS: Detrimentally expansive soil is defined as clayey soil which has an expansion index of 50 or greater when tested in accordance with the Uniform Building Code Standard 29-C. OVERSIZED MATERIAL: Oversized fill material is generally defined herein as rocks or lumps of soil over 6 inches in diameter. Oversized materials should not be placed in fill unless recommendations of placement of such material is provided by the Geotechnical Engineer. At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. TRANSITION LOTS: Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill. In certain cases that would be addressed in the geotechnical report, special footing reinforcement or a combination of special footing reinforcement and undercutting may be required. I I I I I I - 0 0 7 EXCEEDS 5.0~. 230-:--20_EASE - - -HANDRAILS WHEN / - I:j -- - \ EXIST. RAMP GROU GUA VML SEE- Ef~ROVEMEN_T_p Tr RAMP TO EX. . GRADE NOT LEVEL _ _ _ _ \RDRAs 115 u Ltb = MIN Lri ~Blb 1 6gis1-Q"S \PED. RAMP MAX. WALL DRAIN WALL 3r MASONRY RET. 4. AC29 PER SDRSD C-2 OR APPR WALL DRAIN OVED EQUAL = FS 41 AC28 ,AROVERHNGS6 / I 41 I I 1 D B NOT TO SCALE 9 40 54 2.99 _'J 5' 5' I 76 5' 5 1 68 t M N \ SECflQNA-A C-7 \ CG57C26 ROOF / SG1 389% I DRAIN 11367 6" STORM 6"2 81 00 8' STORM GROUND DRAIN © 2 92% / DRAIN DRAIN © 2 94% 6' ROOF I - - MASONRY RET. WALL // ,0 //, /// DRAIN 0 PER SDRSDC-20R 1~1 B61 ------ j_ / - - -- 0 APPROVE EQUAL S3 - 0 N I - HANDRAILS EN ,J AC15 NOTE: FOR ROOF DRAI IS NOT LEVEL N- DETAILS 0 3" WATER P - rRAMP EXCEEDS 5.0% 241 I SEE ARCH. DWG'S. Al2 #14 --- 00 - \/ 0 GUARD 98 237 & #15, AND 8-2 #1 (TYP) - /\ / RAMP T/ - - -- 6" SEWER 2"Mh/ 0 0 IE 3900 = FED RAMP\\ 4 MAX 40. .4 c PROPOSED 68s OOO S. F0 TEG//PA7 * 12.1 r 8 TWO STORY R & D: AC 6, NOT TO SCALE ARCHI WALL DOWN RAIN PER PLAN 1=7 I I I LMPROYEENT PLANS TOPA NOTE 2R pFN DETAILS NOTE:.HARDSCAPE PER CG6 PAD 242.5 EXIST. DR KA(JPY T WM PER SDRSO C-6 OR ) 5,f AN < APPROVED EQUAL TT \2 0/. JL 20 I 7 -- -'00 - -- - - -\ - 2' , 7-1 134 5 80.17' 'Efp FIRE POC DRAIN Q3 AIN 132 AC2 C) 42.53 SDC0 SE-Li z~j2.o3 CUR,- NOT TOSCALE OA el N /P J ~ ID U k~ ~j 31 CIO 8 ICG10 E81 43 41.86 FS Fs OTED ON PLAN NG jl~,\\,AC2 nA 38- AC PVM7. 78, vv STO 5Z A I nit 40.8,9 osb CG Jp_ p" AP STORM`0RAIN vv DR CIO 7 NOT TO SCALE I0 CO rc TRAFFIC GRATE PER ALHAM3RA 0 FOUNDRY A-2402 A-2422 OR /k 00 ID V_- -- - - Q - - - - - - 4- 7 EQUIVALENT 65' 1\5'fl '- 765' " - :---------- J-, -- \ \------- -_-- --- - -: - -R -WALL--P --SLOPIE PL P__ ----..QQ%O,..O::H.TOR:0.APPROD:EQUAC_ - . --.O • . .38 PCC SECTION PER CL SINOLE STAGE RAIL SECTION 07. : SOILS ENGINEER WALL DO P~R SECTION C' C (LENGTH OF DRAIN) _77j- SEE PLAN] Lrl 240 CD CON ROL SANDBAGS - I —L=7YP. CATR RAthI flTJ/ w. CHRISTIAN WHEELER ENGINEERING 0 LOT 106 BY: CHC/SC/SD DATE 07-28-99 JOB NO: 198.125.7. PLATE NO: 2 1 0 TEMPORARY IJNTIL LOT 107 DEVELOPMENT- OdCURs w . -- - - - NOT TO SCALE - 0 ____ ____ 0 -- _______ ____ 0 iiIJ ' 11Y OF CARLSBAD- I SHEETS 7' W. - L ] L ENGINEERING DEPARTMENT 20 0 0 20 40 [ 5 LLJ No. 17706 z SCALE IN FEET \\\Exp.06 30 2001/ - 0 - SCALE: 1" - 20' OF C _______ ______ -- ______ ______ ______ APPROVED LLOYD B. HUB'S MASSON, R.C.E. 17706 CITY PLANNING v ENGINEERINGv SURVEYING D 5 0 ____ _____________________ ___ ___ ___ ___IDWNBY: PROJEOTNO. rDRAwNG No. J 200 E. WASHINGTON AVE. 'SUITE 200 v ESCONDIDO v CA 92025-1816 9 EXPIRES 21-31-200.1-DAiL DATE INITIAL DATE INITIAL DATE -INITIAL CHKD BY: '- - TEL (760) 741-3570 FAX (760) 741-1786 DATE: 1-25-99 FILE NAME: I:\DWG\98\8099\8099BASE.DWG ENGINEER OF WORK REVISION DESCRIPTION -OThER APPROVAL -- CITY APPROVAL RVWD BY: --__ I - ------ ---a- - -- __- -- __ -- - - _______________________ ______________ .1 I I . W, I I ~ I I . \ 0 I \\\ I I I I \ \1 \\ \\ . .. . ~ I ~ .1 I \ \ \\\ - DG& — i I 1, 1, \\ \\\ 11 - b - _=="~ - __,_ I __ I ____ I S.D-___ - . I . I ~\\ or_ I _r__ , , t _________7_ . - ____ —_ _=_.:7__ - - , I I 0\ \\ I I- _~.G- 11 - __:' ff~=~_ . . .. . - - I I I \ \\ \ ~(__ _,______ ,__~ * — ----,— - -:!*~ __ . . I I I - I I 0 , \ \ " (On __. _______, _ ~ - -, - ... . 1. , . 'I; I CD I 1 1 . I ill, , . - _ * -_!-~ - 7 : -t I . I .. ~_ . I . . I -__ I \ \\ \1 \ I I . -7- =_ - G . I \\ \ - I / SWER< OCATE EXIST. TEL. SER I 11 \ \REL \ \'\ - / N - N B UUTY CONTRACTOR \\\ / / 6" PVC\SEWER C-9OO — . cr_ -, - . ___ , \ . - 7 [hq 550 . m c~ 11 i i C6 0 1 ~ o :,-, \ -2- 5.~), _ 4, -11 __ _~-~i. I I -.--- i I 1-1 Fy . Ld I r \1 P~\ I .:_~\ , I / FV4 ° ! 1 3' >_ / 1'~~\ -1 I " \\ .."", , . __ ,:: - ~. - /_ "I , . .yv. I - ~~ . . 0- > (1) D 0) \ " \ " " 11 " - I \, , , -,---. \,~ - __ ~_ __ __ I ,. I / .00 26. - .*. , ` N- . .. E I . ~- ~= ~~~ - Ll'~ ~ I \ // // 1.11 ,:7, .. I 11 —.— 30 . 1, ~ 11 . .. . 1 ,.L. .,. . ; I. I t ! CONTRACTOR TO - / -, - - - — - - EXTEND ELECTRICAL PAST 8 z Z~ ~i_~6 u . ,-,, >' , ,,, \11"', I I . -,.,- ,_.. ,_ , , "I - - , 4-uu- . __ \* / 7 % \\\ ____ / ___ I I I I I 1\ le , \ " -_ , , . " " ~_, , ~,D Q) I I c'A N-- . \ / / ~l x _~~ 1-1 . , , \ ~e4 1 I I .~ I 1. \/Z , z * " -101 , ~ ~~~ . , , \1 I" , 1`1 11 / / / / / t" v 9 r. ;::- / // / / / 10 / 'V / / / / 125? / __ / / \ 1-3 ~1' I .. . I.. J 1, 1, , , , , I , I 11 , . 1 1 - . I , -4- I/ , (Zi , / * '. , ~y I I ,~~I. ~ . i I ri ~ / lel / ~// \ 1, , Iq , // , ,/ // /~ ; I 1/0 . AMENDED & RESTATED RECIPROCAL /I // . , // \ // ~ . 43, 2ijr ' I .. , o `I- 4 ( I , ), ,~~ / /)', I - (:~ / ." < " t( \~_~_____ . . Z~ / I , "l/ /."/" I/ / / . . I / ," . .61 -_ --- _-- , ,_",l .1 . I 1, I ~ I I , / \ , -,-/ _ l/ // " // v ~(~/, ~ rl , I -1 tD L y '.~... . , 1 , , I I . '*I-- //// / \ / / /// / ~,/ / " / , /, / ,~ , / "~-, 1~z W _..:___ . I I ~ . . t I., PA D 2.4 2.5 ~~ ,,.)~~ , , lr~l- ., . I . , . , - ~ - FOR FUTURE CONNECTIONS. I . I // ' - '- I UTILITY CONTRACTOR i 0 EXTEND GAS' ' /\/ /7 /, /$7,/o1/1 I to i ;1/1i7/ 24325 Ap, 2, I I-.-- I - . ; " " e~ I I " I ; I 14I, Q "Zi t_.j-_; I . . ~ __ . . I I I 4 / // / / // /-/ / /j I I / / / i I'v +,,, / ) j nI i - 0 /G I // / ///' / / / i __ MT/S 1' !H, , .L 6 1' o . 437 i ' $LL' j /1 //1, l 1- ' 1/1 ( ( i 1/ / /1: 1 // I / I' H \ r\ _____ // L SO/ / A ____ I il I , 11 \ 11 _ ~, ~ ! I 0 ~ I 0 ~ I / I F 11 - I ~ / ~ )I ~~ I Ill :~l 'L , - -_ — / I `~ .0 1 I . ~) - /I ! i I , // __~ /'' /I ~ I , , i , / // / // // \/ I r al i / 25O )___ I I /1 ~ i, 14~ (~b > j i, Ii I I / u 00 ~ . \ ~j L /I I I 0 a~ a_ , //" II \/I 1 1 -C-, I L I - ''' / \~ \ . / / / \ li I i I I - I -- &() -j •- olij I I I II I / /X I I ~ ~ I I I , li 6~?~/ I ~l ~ _-.1 Ili F / I / I// --- -1-1.11 -.1-1 1. - ~ __ - w CHRISTIAN WHEELER ENGINEERING LOT 106 BY: CHC/SC/SD DATE 07-28-99 JOB NO: 198.125.7 PtATE NO: 1 - __ __ ___ ___ - ___ ___ SHEET [CITY OF CARLSBAD ~- I li i cESSIo ______ - 2 I ENGINEERING DEPARTMENT _____ C W E. LEGEND - _____ ____ _____ ____ GRADING AND EROSION CONTROL - FOR: - 0 APPROXIMATE IN—PLACE DENSITY TEST LOCATION J9 - ___ -- - ___ CARLSBAD TRACT 85-24 UNiT _____________ I ______ ___ ___ I LOT 106 , 1 1 H ___________________________________ _______________________________________________________ OFC [APPROVED LLOYD B. RUBBS - 11 I r 71 PLANNING 'ENGINEERING' SURVEYING D0UGLAS W..MASSON, R. 0L17706 DATE INfl1AL~ M A S S 0 N & v ASS 0 CIATES,' ~ &94 uj. #&"01-1, I ~ ~ / 1\ - . '1. DATE -INITIAL ",:DATE 1NrnAL CHKDBY:- 200 E WASHINGTON AVE v SUITE 200 ESCONDIDO '- CA 92025-1816 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY ____________________________ - TEL (760) 741-3570 'FAX (760) 741-1786 . DATE: 1-25-99 FILE NAME: I:\DWG\98\8099\8099BASE.DWG 1 - - ___________________ _u1 ,f, off -1 'rz'--- '- -.--' _ - - - - - - - - - ________ -- - - _____ - - - JAN-08-99 FRI 10:03 CITY OF CRLSBD COMM DE FAX NO. 4380894 P. 02 NON-RESIDENTIAL CERTIFICATE: Non-Resideflhlal Land Owner, please read this opion earefdly and be cure you thmughly understand the options before signiM. The option you dionse will affect yaw payment of the developed Special Tax assessed on your property. This option is avellabte only at the time of the tirat bdl*g permit isswnce. Property owner signature is required before a building permit will be issued. Your signature is confirming the accuracy of all parcel and ownership information shown. _ILM A LO o) L.3(_76Jg Name of Owner I04 Telephone GAu<o \tCPj4 Rof3LE i (a s &_LA0A A Address Project Address CL.t) C!4 Carlsbad CA - 9200 City State Zip Code City State Zip Code iL- \c)\.c)b Assessor's Parcel Number, or A$'N and Lot Number if not yet subdivided. c/c3. cttcc Bding Pennit Number M sited by Ordnance No. NS-155 and adopted by the City Council of the City of. Carlsbad, California. the City is aUuizedto levy a speäal Tax in Community Faàiliticsdl*lGt No. 1. AN nonresidcnbal property, upon the issuice of the first biliding permit, shall have the optionb (1) pay the SPECIAL DEVELOPMENT TAX ONE- ThrEor (2) assume the ANNUAL SPECIAL, TAX - DEVELOPED PROPERTY for a period rait to exceed senty five (25) years. Please indicate your choice by initialing the appropriate One below; OPTION (1): I elect to pay the SPECIAL DEVELOPMENT TAX ONEflME now, as a one-time payrneit Amount of One-Time Special Ta'c $ 15 . owners Initials__________ OPTION (2); I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a,pedod not to exceed twenty-tive (25)years. Mämum Annual Special Tax $ 7 I S 7 - - Owner In 100 HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT $ UNDERSTAND AND WILL. COMPLY WITH THE PROVISIONS AS STATED ABOVE. Q1O. igrta5re of Property Owner Tide 1S+LLJ'/ Print Name Date The City of Carlsbad has not independently veniled the information shown above. Therefore, we accept no respanal1ity as Li, the accuracy or completeness of this information. NON-RESIDENTIAL CERTIFICATE 1'o35 c A44 AV APPROVALS - -s jbato Building ( V E rh 7F r 2/2. A6I/LJL1IL 24?' ____ I 0Y 14-(7g !L-tY / Qt2t -4p 4ziI &T2L 4 / -2 , ,qi, n'/, 2/ (Ieu- pdd im/ (,cthô t) ,aLp p. 21 /L#€J t4-272: Iee2' çj /i5 ( 1c( c (tL p K*Z MAT FORM !NDWAS1WP SCHOOLFEE FORM PLAN CORR ENGRG cORA BUS LtC vi POMP FIRE PLANS ASSESSOR PUNS C OF 0 N /