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HomeMy WebLinkAbout2560 EL CAMINO REAL; ; CB960939; Permit/ r '' ... B U I L DI.N:G 'P ER' MIT Pe,rmit No:. CB960939. 07/30796 15 58 Project No A9601334 Page 1 of 1 I .. . pevelopment No Job Address 2560 EL CAMINO REAL Suite Permit Type COMMERCIAL TENANT .IM . PROVEMENT l Parcel No 167-030-50-00 Lot# "0()? Cl 1Y Valuation: 1,686,852' '. ' .. ..-. .' construction NE'.Qp, ç,Q Occupancy Group Refereice# Status ..iss1i ' Description DEMO&REMODEL'EXIST 27147 SF +.. Applied 05/28/96 19,710 SF OF ADJOINING ENNANT'SPACES-VON Apr/Issue 07/30/96 Entered By:: 'RMA Appl/Ownr VONS GROCERY CO 818-821-3989 .618 :MICHILLINDA7,AV ARCADIA CA 91C007, - ,• ' ', '.Z. Fees Required 'Fe 1ëc'ted & Credits. -------------------------- Fees --- -------------------- - 0 Adjustments 0 Tot C it 00 ion 'Units U t EA Fee d' on ---------------- 1491 Buil~ling Permit All 4",00 3194. 00 n' F6e 354.00 Plan' Check -BUILDI.NG 'TOT Each Plumbing Fixt re r / 7 0 329 00 Each Install /Repair water , ne 1 7 0; ,7 00 Each Water Heater a d/or NIORPORATED 7 0 ' 28 00 '.GasPiping System- - 7.00; 14. 00 *.'PLUMBING TOTAL 4 398 00 Enter 1forEleicr su o 4 e Per AMP * ELECTRICAL TOTAL Enter c 'Y' ?or MehanicalIsse _. i 00y Install Furn/Ducts/,Heat Pumps > 3 9 00 27 00 Each Exhaust >' ..........8. 650 ' .52 .,00 'CS •CCC ' ' Each Hood > 3 6 50 • 19.50 - MECHANICAL TOTAL : , - 114.00 - C - : . . -• ' . . '- ' PFIR '4 C ''CC IC ' _'# .b • - t C 11 • * C - ' - . , : - - , t•. ' ' .' ' - r 2 - :': -' : •' - '. '-- L _ ',, S. 4 — - .1 4 II IN, TZ - CLEARANCE- . C CC •, - •-- - '- 'C -••--- . CITY OF CARLSBAD , - - - 2075 Las Pahuis Dr:,:Carlsbad, CA,92009 (619) 438-1-161 - . - .' -* - CC - CC ,, C !,fC -- CC '-4. '. -C * '. C CCI' •C C I eh PERMIT APPUCATION City of Carlsbad Building Department - 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE From List I (see back) give code of Permit-Type: --------------------------------------------------------- For Residential Prolects Only: From List 2 (see back) give Code of Structure-Type: PLAN CHECK NO. (j /f)73g EST. VAL 11 1 'i; Kfi J PLAN cx DEPOSIT . *q4% 7725 05/28/96 0001 01 02 2400 O0 Net Loss/Gain of Dwelling Units 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address Building or Suite No. Vup4 sz Nearest Cross Street 4. r-.. 02 Energy Calcs D2 Structural Calcs 02 Soils Report 0 1 Addressed Envelope Accrccflfl'C flflflrt'T . DESCRIPTION OF WORK I FT-4z.o,ç:iç57 9,1 # I # OF BATHROOMS -NAME (last.name first) ADDRESS lII'12?44EJL lz CITY Z-4K6 STATE ZIP CODE DAY TELEPHONE NAME (last name firsU/J ADDRESS CITY STATE ,4, ZIP CODE DAY TELEPHONE NAME (last name first) 4,e44146 As ,4-j'J-E ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 6 CONTRACTOR LNAME.(last name first)! ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE UC. # LiCENSE CLASS CITY BUSINESS UC. # DESIGNER NAME (last name first) ADDRESS C1TY_ ____ STATE ZIP CODE DAY TELEPHONE STATE UC. # 7. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q. INSURANCE COMPANY POLICY- NO. - E)CPIRATIONDATE so as to become subject to the Workers' Compensatj9fi Laws of California. any SIGNATURE DATE 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.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's 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). 1 am exempt under Section Business and Professions Code for this reason: (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, commencing 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 [$500]). SIGNATURE DATE Is the applicant or future building occupançAuired to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 298 255 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES NO73) Is the applicant or future building occVaed to obtain a permit from the air pollution control district or air quality management district? DYES . Is the facility to be constructed within f the outer boundary of a school site? DYES IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLL1J'flON CONTROL DISTRICf. WNSTHUCIION LENDING AGENCY I hereby affirm that there is a construction lending agency for the pertormance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS AI'PUcANr CERTIFICAHON . . I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CI'IY OF CARLSBAD AGAINST ALL UABILITEES, 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 permit issued 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 permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended orabandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform. Building Code). APPLICANTS SIGNATURE PINK. Finance '.1, -, VV - - p•• - - * V FINAL BUILDING INSPECTION / ( DEPT BUILDING ENGINEERING \FIE PLANNING U/N WATER PLAN CHECK# CB960939 DATE 02/07/97 PERMIT#: CB960939 1 . 2 - •. PERMIT TYPE: CTI PROJECT NAME: DEMO&RENODEL-EXIST 27147SF + V V - 19,710 SF OF ADJOINING ENNANT SPACES-VOW MW/RICK/213-303-5631 97 EyL CdNTACT -PERSON/PHONE#: SEWER DIST: • CA - WATER DIST: .CA; L "..INSPECTED DATE ------------- T - BY U INSPECTED APPROVED J DISAPPROVED — INSPECTED * DATE -. - - BY: ••- ••: --INSPECTED: • • APPROVED DISAPPROVED INSPECTED DATE BY: • • INSPECTED: APPROVED .-DISAPPROVED • V • - I1*V. V - - V COMMENTS: V -- -- V • V V V V V V V IV V - - - V V I • V I V_s a - • V • V ..* V - V • • • V - $ •V .• - - - - • V flV V • - •IV V • • - V --P: V V'*, - VV V - V V • • • V V V - V V V V V •V -• V V V V V V V • - * V V - • - • V CITY OF CARLSBAD INSPECTION REQUEST PENIT# CB960939 FOR 02/11/97 INSPECTOR AREA TP DESCRIPTION: DEMO&REMODEL EXIST 27147 SF + PLANCK# C8960939 19,710 SF OF ADJOINING ENNANT SPACES-VON 0CC GRP TYPE: CTI ... . . . CONSTR. TYPE NEW JOB ADDRESS: 2560 EL CANINO REAL .. STE: LOT: APPLICANT: VONS GROCERY CO PHONE: 818-821-3989 CONTRACTOR PHONE OWNER: PHONE: REMARKS: 1 MW/RICK/213-303-5631 INSPECTOR .. SPECIAL INSTRUCT: TOTAL TIME --RELATED PERMITS-- PERMIT# TYPE. STATUS . F5960020 FIXSYS ISSUED . . A5960070 ASC ISSUED . AS960077 ASTI ISSUED . FS960028 FIXSYS ISSUED A5970002 ASTI ISSUED - FAD97003. FADD ISSUED CB961109 SIGN ISSUED CB961810 CTI . ISSUED H . ' CB962197 CTI ISSUED . . . CB962234 SIGN ISSUED CB970032 SIGN : ISSUED . . . . CD' LVLDESCRIPTION ' . ACT TMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical . . 49 ME Final Mechanical - ***** INSPECTION!HISTORY DATE DESCRIPTION * ACT INSP COMMENTS 020397 Underground/Under Floor AP TP U/G COMPLETE F.D. 012997 Ftg/Foundatibn/Piers AP-.TP ' SLAB AREA LEFT OF.ENTRY. 012797 Rough Electric P1 TP ' 012797 Compliance Investigation P1 TP CONF ON FINAL PREP .012797 Underground/Under Floor NR TP . 010997 Frame/Steel/BOlting/Welding P1 TP 010997 Rough/Topout • . AP TP . 010897 Frame/Steel/Bolting/Welding AP TP - T-BAR..GRID @ SEAFOOD 010,897 Rough Electric AP TP CElL LITES @ SEAFOOD 010897 Rough/Ducts/Dampers AP TP MECH @ SEAFOOD 010897 Frame/Steel/Bolting/Welding AP TP SOFFIT @ SEAF000D PER DETAIL 010897 Underground/Under Floor AP TP F.S.. WASTE @ MEAT PREP 112696 Interior Lath/Drywall AP •_TP EXT MEZ & CHAIR LIFT ENCL 112696 interior Lath/Drywall - AP TP STAIR CORR NEW • 112596 Rough/Ducts/Dampers P1 TP 112596 Rough Electric P1 TP CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB960939 FOR 02/11/97 INSPECTOR AREA TP DESCRIPTION: DEMO&REMODEL EXIST 27147 SF + PLANCK# C8960939 19,710 SF OF ADJOINING ENNANT SPACES-VON 0CC GRP TYPE: CTI - . CONSTR. TYPE NEW JOB ADDRESS 2560 EL CAMINO REAL STE LOT ***** INSPECTION HISTORY DATE DESCRIPTION ACT INSP COMMENTS '. 112,196 Frame/Steel/Bolting/Welding PA TP NEW STR & MEZZ EXT 112196 Rough Electric PA TP 112096 Frame/Steel/Bolting/Welding P1 TP STR & MEZ 112096 - Interior Lath/Drywall AP TP. STORES @,. FRONT 112096 Rough/Topout AP TP SEAFOOD PREP 112096' Rough Electric NR TP 112096 Gas/Test/Repairs AP TP 24 HR TEST WELDED PIPE 111996 Frame/Steel/Bolting/Welding AP TP T-BAR GRID@MAIN FLR&MEAT SALE 111996 Rough/Ducts/Dampers 'AP TP DUCTS 111996 Rough/Ducts/Dampers AP TP 1 HR CHASE GREASE SHAFTS 111996 Rough/Ducts/Dampers AP 4TP GREASE SHAFTS 111996 Frame/Steel/Baiting/Welding AP-TP CURTAIN WALL @ BANK AREAS 111896 Frame/Steel/Bolting/Welding NR PY UTL SUPER 110896 Ftg/Foundation/Piers PA PD NOTED ON CARD 110896 Frame/Steel/Bolting/Welding PA PD 110896 Rough Electric PA PD 110696 Frame/Steel/Bolting/Welding AP TP SHER PNL@CANOPY+EXT BLDG FRON 110696- 'Underground/Under Floor AP TP SEAFOOD PREP 110696 Rough/Topout AP 1,TP SEAFOOD PREP 110696 Rough/Ducts/Dampers PA TP STORE MAIN FLR 110596 Fraiiie/Steel/Bolting/Welding P1 TP GRID SYSTEM 110596 Rough Electric. PI.'TP - - 110596 Rough/Ducts/tampers P1. TP. 103096 Interior Lath/Drywall AP TP BOARD @ DELI WALLS 103096 Rough/Ducts/Dampers PA TP DUCTS @ DELI AREA 102996 Interior Lath/Drywall AP TP MISC AREAS 102996 Rough/Ducts/Dampers P1 TP N/COMP GREASE SHFT ENCL 102996 Rough/Ducts/Dampers AP TP GREASE, SHAFT 102996 Rough/Ducts/Dampers AP 'TP DUCTS : 102896, Rough/Ducts/Dampers PA* TP OK 'TO WRAP DUCTS 102496 Rough/Ducts/Dampers P1 TP PRODUCE PREP & MAIN FLR 102396 Frame/Steel/Bolting/Welding PA TP - 102396. Interior Lath/Drywall PA TP PRODUCT PREP AREA - 102396 Rough Electric AP TP WALLS - 102396 Rough/Ducts/Dampers P1 TP. . 101896 Frame/Steel/Bolting/Welding P1 TP 101896 Roof/Reroof P1 TP 101896 Rough/Topout ' - -, P1 TP , 101896, Rough Electric ' .. P1 TP -' 101896 Roof/Reroof ,. AP TP 101796 Rough Combo CA TP 101796 Rough Combo CA TP 101696 Rough Combo ' P1 TP 101696 Frame/steel/Bolting/Welding P1 TP 101696 Rough/Topout pPA -TP WATER TEST '. 101696 Rough.Electric , P1 TP CONDUIT/BOXES WALLS 101696 ',Ftg/Foundation/Piers AP TP D PACK @ CLMNS 101696 Ftg/Foundation/Plers AP TP EXTEND SPRD FTNS @ N'END im CITY OF CARLSBAD INSPECTION REQUEST - PERMIT#CB960939- FOR 02/11/97 DESCRIPTION DEMO&REMODEL EXIST 27147 SF + .1 19,710 SF OF ADJOINING ENNANT SPACES-VON. TYPE:CTI JOB ADDRESS: 2560 EL CANINO REAL - STE: ***** INSPECTION HISTORY ***** INSPECTOR AREA TP PLANCK# CB960939 0CC GRP CONSTR. TYPE NEW LOT: DESCRIPTION ACT. INS ]Ftg/Foundation/Piers AP TP Frame/Steel/Bolting/Welding AP TP Interior Lath/Drywall AP TP Underground/Under Floor AP PK Ftg/Foundation/Piers AP TP Ftg/Foundation/Piers AP TP Ftg/Foundation/Piers AP,, TP Ftg/Foundation/Piers AP TP Ftg/Foundation/Piers AP TP Grout AP TP Ftg/Foundation/Piers AP 'TP Grout AP TP Grout AP TP Grout AP PY Grout AP TP Underground/Under Floor PA PD Ftg/Foundation/Piers AP PD Underground/Conduit-Wiring PA PD Ftg/Foundation/Piers NR TP Ftg/Foundation/Piers CA TP Ftg/Foundation/Piers CA TP Frame/Steel/Bolting/Welding AP TP Rough Electric. AP TP Interior Lath/Drywall AP -TP Ftg/Foundation/Piers . CO TP Rough/Ducts/Dampers AP TP Rough/Topout • AP TP. Compliance Investigation P1 TP Shear Panels/HD's AP TP Roof/Reroof AP TP Interior Lath/Drywall AP TP Shear Panels/HD's . AP TP Rough/Topout AP TP Rough Electric • AP, TP Frame/Steel/Bolting/Welding AP TP Frame/Steel/Bolting/Welding AP TP Rough/Ducts/Dampers ( AP TP Frame/Steel/Bolting/Welding CO TP Roof/Reroof AP TP Underground/Under Floor AP TP, Rough/Topout PA TP' COMMENTS FREEZER SLAB INSUL & REBAR CANOPY. ROOF FRN@FRONT D.W. BEHIND COOLER BOX GREASE INTERCEPTOR FTN CART CORRAl G.B. & SLAB @ ENTRY & CLMNS SLAB 4-5.5 IN DRY PCK CLMN BASE LINE 4 SLAB LINE 5-5.6 COMPLETE SLAB & DELI PREP - 4TH LIFT 3RD LIFT WALLS 2ND LIFT WALLS 1ST LIFT WALLS TRASH ENCL . 'I CONDUIT IN PLMB DITCH CLEAN FTNS ND WATER DEPT APPR ON EASEMNT 2ND FLR RESTRN 2ND FLR RESTRN MCH RN SHEAR WALL CLRN RESTRN EXH DUCT MCH RN 2ND FLOOR PANEL EXTENSION TO PARAPET 1ST FLR RESTRNS SHEAR @ MECH RN EXT CU 1ST FLR REST WALL/CElL 1ST FLR REST 1ST FLR REST FRN @ SHR WALL NEZ EXT BATH FANS ND LEDGER BOLTS SUB FLR NAIL - 1ST FLR RESTRNS VENTS ABOVE' BATH CElL 1 - - I CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB960939 FOR 09/03/96 INSPECTOR AREA TP DESCRIPTION: DEMO&REMODEL EXIST.27147 SF + PLANCK# CB960939 19,710 SF -OF ADJOINING ENNANT SPACES-VON 0CC. GRP TYPE: CTI - - -•. CONSTR. TYPE NEW - JOB ADDRESS: 2560 EL CANINO REAL STE: LOT: APPLICANT VONS GROCERY CO PHONE 818-821-3989 CONTRACTOR PHONE OWNER: - PHONE: REMARKS:,-MW/RICK/213-303-5631 _- INSPECTOR SPECIAL INSTRUCT; MID AN TOTAL-TIME:_____ I - --RELATED PERMITS-- PERMIT# TYPE STATUS CB961109 SIGN ISSUED CD LVL DESCRIPTION ACT COMMENTS, 13 ST Shear Panels/HD's 4/4'ft- 15 ST Roo f/Reroo f *****.INSPECTION HISTORY ***** DATE DESCRIPTION -, ACL INSP COMMENTS :- 081396 Interior Lath/Drywall AP TP 1ST FLR RESTRNS 081396 Shear Panels/HD's AP TP SHEAR @ MECH RN EXT 080796 Rough/Topout AP TP CU 1ST FLR REST 080796 Rough Electric AP TP WALL/CElL 1ST FLR REST 080796 Frame/Steel/Bolting/Welding AP TP -- 1ST FLR REST 080796 Frame/Steel/Bolting/Welding AP TP FRN @ SHR WALL NEZ EXT 080796 Rough/Ducts/Dampers AP TP BATH FANS 080596 Frame/Steel/Bolting/Welding CO TP ND LEDGER BOLTS 080596 Roof/Reroof AP .-TP SUB FLR NAIL 080596 Underground/Under Floor AP TP 1ST FLR RESTPNS 080596 Rough/Topout - - - PA TP VENTS-ABOVE BATH CElL j I F I -b 1 I - 3• 7 Jr-, Address of Building --- Fabricator Permit Number ----------------b9----------Year CITY OF 30 59 W DEPARTMENT OF BUILDING AND SAFETY BUILDING INSPECTION REGISTERED DEPUTY DEPUTY BUILDING INSPECTOR'S CERTIFICATE OF COMPLIANCE TO THE SUPERINTENDENT OF BUILDING: I hereby certify that the following portions of the work at the above address which required continuous inspection, and which I was employed to inspect, were inspected by me and comply with the provisions of the Building Code applicable thereto: Type of inspection: Masonry 15 Welding 0 Hi-Ten Bolts ReBar Placement 0 Concrete or Mixer Concrete Placement 0 Gunite Tendon Placement 0 Other Description and location of work completed' --------------------- - --------- --------- C6AQ/( QJ,4Y ----------------- 9" --- Z4 ------ --------------------------------------------- --------------------- ------ --------------- -------- cdk' ------------------------------------------------------------------------------------------------------------------------------------------------ Size of Structure -- ------------- ---------------------------------------------------- - Time Arrived -, . No. of Stories -----------------------------------------------------------------------Time Left Job 7------------------------------------------------- Conc. Mix Design No - ------------------------------------ Psi ----------------Swimming Pool .................................................. I had sufficient time to inspect all materials used and placed. I was not employed by the contractor, subcontractor or material vendor. V-- V V egistration No. Employed By: Lab. Sig ature - Registered Dep Bu ding Inspector. Independent 0 B & S B.94—R 2.82 Print Full ama Form 105A I9 KLEIN'FELDER S An employee owned company - January 27, 1997 Project No. 5 1-4255-01 Mr. Mike Peterson City of Carlsbad Building Inspection Department 2075 Las Palmas Avenue Carlsbad, California 92009 Subject Report of Special Inspection Services' Project Vons #142 \256Qjl CaminoRiil Carlsbad, California Permit No 960939 Dear Mr. Peterson: spfs As requested, we have performespecialinspection services for/the subject project. The scope of our services included: • Checking the placement of reinforcing steel; Sampling, testing, and observation during fresh concrete placement, Observation of masonry construction, Observation of drilled-in anchors, Observation of field welding, and Laboratory compression testing of concrete, mortar, grout, and masonry prisms The work and materials that required special inspection was, to. the best of our knowledge, performed iii conf6imance with th approved project plans, s'pecificàtibis, and the applicable workmanship provisions of the "Uniform Building Code". Special inspection as defined by Section 306 of the Uniform Building Code 51-4255-01/517LT018.DOC Page 1 of -- -. January 27, 1997 Copyright 1997 Kieinfelder, Inc. • 5 5 5 KLEINFELDER 9555 Chesapeake Drive Suite 101 San Diego CA 92123-6300 (619) 541-1145 (619) 541-1645 fax We appreciate the opportunity to be of service Please call if you have any questions or need COMPRESSION TEST REPORT Measured Specified Slump, in. : 4.0 4.0 Ticket/Load/Truck No : 590529/1/327 Air Temp., F : 78 .40 Sampled By : Ron Thomson #380 2 Mix Temp., F . 80 <90 Date Sampled : 11/13/96 Time : 0000 Air Content, % N/A N/A Date Received : 11/14/96 Set No : 1 Fresh Wt., pcf : N/A N/A 1-ASTMC143 2-ASTMC1064 3-ASTMC231 4-ASTMCI38 LABORATORY DATA ASTM C 39 Speciinen(cylin) No : 2550A 2550B 2550C 2550D Identification No : Age, days : 7 28 28 Hold Date Tested : 11/20/96 12/11/96 12/11/96 Hold Dimensions, in : 6 x 12 6 x 12 6x 12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 84,000 126,000 129,000 Compressive Str, psi : 2,970 4,460 4,560 Average Str, psi; : Remarks: cc: Jeff Guth, The Vons Companies Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates Iik Peterson City of Carlsbad Reviewed by: Roger Morris II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diegb, CA 92123-6300 (619) 541-1145 (619) 541-1645 fax COMPRESSION TEST REPORT MI KLEINFELDER Report To: File No: 51-4255-01 Date: 11/22/96 Rick A., zenilo Savant Construction Inc Project Von's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit# 960939 MIX DATA Material : Concrete • Cement Factor, sklcy Supplier : Nelson & Sloan Max. Size Agg., in. : 3/4 Mix No 6636 Admixtures: WRDA 64 Spec. Strength, ps :3O00ai28 days SAMPLE DATA Sampled From : Cart corral footing. Measured Specified Slump, in : 4.0 4.0 TicketfLoad!FruckNo : 590529/1/327 Air Temp., F 2 : 78 .40 Sampled By : Ron Thomson #380 Mix Temp.,F 80 <90 Date Sampled 11/13/96 Time 0000 Air Content % N/A N/A Date Received 11/14/96 Set No 1 Fresh Wt pcf N/A N/A 1 - ASTM C 143 2- ASTM C 1064 3 - ASTM C 231 4- ASTM C138 LABORATORY DATA ASTh{ C 39 Specimen (cylin) No : 2550A 2550B 2550C 25501) Identification No : Age days 7 28 28 Hold Date Tested : 11/20/96 12/11/96 12/11/96 Hold Dimensions, in 6x12 6x12 6x12 Area, :uk : 28.28 28.28 28.28 Ultimate Load, lbs 84,000 Compressive Str, psi 2970 Average Str, psi Remarks: cc: Jeff Guth, The Vons Companies Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. .4 • Emanuel Barelli, B & B Associates letfon City of Carlsbad Roger Morris II I • Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101 San Diego CA 92123 (619) 541-1145 III.KLEI NFELDER S 9555 Chesapeake Drive, Suite 101 San Diego, CA 92,123 • : TRANSMITTAL DATE: ••• FROM: Ron Thomson PHONE: 619/541-1145 KLEINFELDER, INC. FAX: 619/541-1645 TO: 'Mr. Jeff Guth The Vons Companies 618 Michilinda Avenue Arcadia, CA 91007 Mr. -Branko Prebanda Musil Perkowitz Ruth, Inc. 911 Studebaker Road Long Beach, CA 90815 Mr. Emanuel Barelli B & B Associates 1636 Wilshire Blvd., Suite 200 , S. Los Angeles, CA 90017 • City of Carlsbad 2075 Las Palmas Drive, Carlsbad, CA 92009 SUBJECT: Kleinfelder Project #51-4255-01 • - Copy of "Daily Field Reports" Attached for your reference are copies of.the Daily Field Reports which represent the work our staff has performed on • • , Kleinfelder Project #514255-01 5 • Vons Store #142 • S • S • Ref: 51425501.tr - - I I1 Construction Observation Report Project Name ___ Date 1% Chent Project No. DFR No. Project Location - 5L 0 C_ Time Arrived 0-0 Contractor --°--\- Bldg Permit No °tL 0 Ct 3 °\ Time Departed Reviewed by Date Reviewed Travel Time Type of Observations Li Masonry Li Batch plant Li Foundations Li Concrete LI Welding LI Reinforcement Steel Li Fireproofing - 'Li Soil Li Bolting Li Pre Post Tensioned Tendon Li Metal Decking Li Other - s L- I * .c'g ' ' * : -. D1TP1BIITED Ti 'S LI Report items comply -Li Report items incomplete Li Report items comply with exceptions Acknowledged by__________________________ 1 C 0 - Kleinfelder Representative Signature * * Representing J).-9 s/*M 4' - ' • Page of - * Kleinfelder Representative Print Name F-I(9/93) S • -. r * COMPRESSION TEST REPORT Slump, in.1 : N/A N/A Ticket/Load/Truck No : /1/ Air Temp., F 2 : N/A N/A Sampled By : Rick Zerrillo Mix Temp., F N/A N/A Date Sampled : 10/09/96 Time : 0000 Air Content, % N/A N/A Date Received .: 10/10/96 Set No : I Fresh Wt., pcf : N/A N/A 1-ASTMC143 2-.ASTMC1064 3-ASTMC231 4-ASTMCI38 LABORATORY DA -39 Specimen (cylin) No : 2497A 2497B Identification No Age, days : 28 28 Date Tested : 11/06/96 11/06/96 Dimensions, in : 6 x 12 6 x 12 Area, sq. in : 28.28 28.28 Ultimate Load, lbs : 109,000 106,000 Compressive Str, psi : 3,850 3,750 Average Str, psi : Remarks: cc: Jeff Guth, The Vons Companies Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. A Emanuel Barelli, B &'B Associates 1 W/ CenCiiyfCafisbà4? Roger Moms II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (6i9) 541-1145 COMPRESSION TEST REPORT K L E I NF E L D E R Slump, in.' : 4.5 4.0 TicketJLoadlTruckNo : 585757/1/365 Air Temp., F : 65 >40 Sampled By : Mike Proctor #639 2 Mix Temp., F : 77 <90 Date Sampled : 10/16/96 Time ,: 0715 Air Content, % N/A N/A Date Received : 10/17/96 Set No : 1 Fresh Wt., pcf : N/A N/A 1-ASTMCI43 2 -ASTMCI064 3 -ASTMC23I 4 -ASTMCI38 LABORATORY DATA ASTM C-39 Specimen (cylin) No : 2503A 2503B 2503C 2503D Identification No Age, days : 7 28 28 Hold Date Tested : 10/23/96 11/13/96 11/13/96 Hold Dimensions, in : 6x 12 6 x 12 6 x 12 Area, sq. in : 28.28 28.28 28;28 Ultimate Load, lbs : 112,000 160.000 164,000 KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145. COMPRESSION TEST REPORT Slump, in.1 : 4.0 4.0 TicketlLoadTFruckNo : 586390/1/342 Air Temp., F 2 : 75 >40 Sampled By : Joe Winkler Mix Temp., F 72 <90 Date Sampled : 10/18/96 Time : 1130 Air Content, % N/A N/A Date Received : 10/19/96 Set No : 1 Fresh Wt., pcf : N/A N/A 1 - ASTM C 143 2 - ASTM C 1064 3 - ASTM C 231 4 - ASTM C 138 Specimen (cylin) No : 2511A 2511B 2511C 2511D Identification No Age, days : 7 28 28 Hold Date Tested : 10/25/96 .11/15/96 11/15/96 Hold Dimensions, in : 6x12 6x12 6x12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 83,000 118,003 115,000 Compressive Str, psi : 2,930 4,170 4,070 - AverBge Sir, psi : 4,F2QJ Remarks: cc: Jeff Guth, The Vons Companies Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel$arelli, B & B Associates ike -Pe terson,Cityóf-Car1sbad_.. 2 Reviewed by: Roger Morris II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 COMPRESSION TESTREPORT k"KLEINFE,LDER Report To: File No: 51-4255-01 Date: 11/18/96 Rick A. Zèrillo Savant Construction Inc. Project: Von 's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit# 960939 MD(DATA Material : Concrete Cement Factor, sk/cy : 6.0 Supplier : Nelson & Sloan Max. Size Agg., in. : 3/8" Mix No : 820 Admixtures: Plastiment Spec. Strength, psi 30QQt 28 days SAMPLE DATA Sampled From : Slab-on-grade, cooler area gridlines A thru B @ 5.6 thru 6. Measured Specified Slump, in. : 4.5 4.0 1'icketfLoadl'Fruck No : 585433/1/301- Air Temp., F : 67 >40 Sampled By : Mike Proctor #639 2 Mix Temp., F 74 ' <90 Date Sampled : 10/14/96 Time : 0730 Air Content, % N/A N/A Date Received : 10/15/96 Set No : 1 Fresh Wt., pcf : N/A N/A 1-ASTMC 143 2-ASTMC 1064 3-ASTMC231 4-ASTMC 138 LABORATORY DATA ASTh( C 39 Specimen (cylin) No : 2496A 2496B 2496C 2496D I&ntification No : Age, days : 7 28 28 Hold Date Tested : 10/21/96 11/11/96 11/11/96 Hold Dimensions, in : 6x12 6x12 6x12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : :117,000 150,000 155,000 Compressive Str, psi : 4,140 5,300 5,480 Average Str, psi : Remarks: cc: Jeff Guth, The Vons Companies Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates A • Roger Morris II Laboratory Manager KLEINJFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT qK I.. E I N FELD ER - An employee owned company Report To: Rick A. Zerillo Savant Construction Inc. 11850 Hamden Place SantaFe Springs, Ca 90670 File No: 51-4255-01 Project Von's # 142 2560- El Camino Carlsbad, Ca 92009 Permit # 960939 Date: 11/05/96 MIX DATA Material : Concrete Cement Factor, sklcy Supplier : Nelson & Sloan Max. Size Agg.,in. : 3/4 Mix No : 6636 Admixtures: WRDA 64 Spec. Strength, psi : 3,ö at 28 days SAMPLE DATA Sampled From : Slab-on-grade, B line between 4 and 5. Measured Specified Slump, UL : 4.0 4.0 TicketILoadlTruck No : 583965/3/348 Air Temp., F : N/A >40 Sampled By : Joe Winkler 2 Mix Temp., F : N/A <90 Date Sampled : 10/03/96 Time : 0745 Air Content, % N/A N/A Date Received : 10/04/96 Set No : I Fresh Wt., pcf : N/A N/A 1 -ASTM C 143 2- ASTM C 1064 3 - ASTM C 231 4- ASTM C 138 .ASThI C-39 Specimen (cylin) No : 2466A 2466B 2466C 2466D Identification No Age, days : 7 28 28 Hold Dale Tested : 10/10/96 10/31/96 10/31/96 Hold Dimensions, in : 6 x 12 6 x 12 6 x 12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 97,000 126,000 122.000 Compressive Str. psi : 3,430 4,460 4,310 Remarks: cc: Jeff Guth, The Vons Companies Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates Mike Peterson, CityofCar1sbad. Reviewed by: Roger Morris II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123-6300 (619) 541-1145 19) 541-1645 fax Slump, in.1 : 4.0 4.0 TiëketfLoadTrruck No : /3/ Air Temp., F : N/A >40 Sampled By Joe Winkler 2 Mix Temp., F N/A <90 Date Sampled : 10/04/96 Time : 130 Air Content, % N/A N/A Date Received : 10/07/96 Set No : 1 Fresh Wt., pcf : N/A N/A 1-ASTMC 143 2-ASTMC 1064 3ASTMC231 4-ASTMC138 LABORATORY DATA ASTM C 39 Specimen (cylin) No : 2470A 2470B 2470C 2470D Identification No Age, days : 7 28 28 Hold - Date Tested : 10/11/96 11/01/96 11/01/96 Hold Dimensions, in : 6 x 12 6 x 12 6 x 12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 96,000 125,000 124,000 Compressive Sir, psi : 3,390 4,420 4,380 Average Sir, psi : 449 Remarks: cc: Jeff Guth, The Vons Companies Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli,B&BAssociates • . Mike Peterson, City of Carlsbad .1 'M Roger Moms II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123-6300 (619) 541-1145 (619) 541-1645 fax COMPRESSION TEST REPORT' k"KLE1 N FELDER Report To File No 51-4255-01 Date 10/29/96 Rick A. 'Zerillo Savant Construction Inc. Project: Von's# 142 ' 11850 Hamden Place ' 2560' El CamieP SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Measured Specified Slump, in. : 4.0 4.0 TicketfLoad!FruckNo :' 583571/5/301 Air Temp.,F : N/A ' >40 Sampled By : Joe Winkler 2 Mix Temp., F N/A <90 Date Sampled : 10/01/96 Time : 0900---.-,- Air Content, % N/A N/A Date Received : 10/02/96 Set No : I Fresh Wt., pcf : N/A N/A 1-ASTMCI43 ,2-ASTMC1064 3-ASTMC231 '4-ASTh1C138 Specimen (cylin) Na : 2460A 2460B 2460C 2460D Identification No Age, days : 7 28 28 Hold Date Tested : 10/08/96 10/29/96 10/29/96 Hold Dimensions, in : 6x12 6x12 6x12 Area, sq. in , : 28.28 28.28 28.28 UltimateLoad, lbs : 74,000 103,000 107,000 Compressive Str, psi : 2,620 3,640 , 3,780 Average Sir, psi : ' 710 •' Remarks: cc: Jeff Guth, The Vons Companies Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel _Barelli,_B & B Associates Petrson,Cii Reviewed by: Roger Moms II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT :1 KLEINFELDER Report To: File No: 514255-01 Date: 10/29/96 Rick A. Zerillo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA Material :. Concrete Cement Factor, sklcy Supplier : Nelson & Sloan Max. Size Agg., in. : 3/4 Mix No : 6636 0 Admixtures: WRDA 64 Spec. Strength, psi : 30O0 at 28 days SAMPLE DATA Sampled From : Footing, column base @ gridlinesC@4. Measured Specified Slump, in. : 4.0 4.0 Ticket/Load/Truck No : 586390/1/342 Air Temp., F : 75t >40 Sampled By : Joe Winkler 2 Mix Temp., F 3: 72 <90 Dale Sampled : 10/18/96 Time : 1130 Air Content, % N/A N/A Date Received : 10/19/96 Set No : 1 Fresh Wt., pcf : N/A N/A 1 - ASTM C 143 2- ASTM C 1064 3- ASTM C 231 4- ASTM C 138 LABORATORY DATA ASTM C-39 Specimen (cylin) No : 251 1A 2511B 2511C 2511D Identification No Age, days 7 28 28 Hold Dale Tested : 10/25/96 11/15/96 11/15/96 Hold Dimensions, in : 6x12 6x12 6x12' Area, sq. in : 28.23 28.28 28.28 Ultimate Load, lbs : 83,000, Compressive Str, psi 27, 9 3 Average Stir, psi Remarks: cc: Jeff Guth, The Vons Companies Reviewed by:, Branko Prebanda, Musil Perkowitz Ruth Inc. ' Emanuel Barelli, B & B Associates Mike Peterson City of C?1b'd Roger Moms II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive ,,Suite 101 San Diego CA 92123 (619) 541 1145 I KLEINFELDER 9555 Chesapeake Drive; Suite 101 San Diego, CA-92123'. . . TRANSMITTAL .DATE: 0ui3 U 196 . FROM: Ron Thomson . PHONE: 619/541-1145 KLEINFELDER, INC. FAX: .. 619/541-1645. TO: Mr. Jeff Guth . The Vons Companies . . . . . 618Michilinda Avenue Arcadia; CA 91007 . Mr. Branko Prebanda Musil Perkowitz Ruth, Inc. . ,. 911 Studebaker Road . . . Long Beach, CA 90815 * Mr. Emanuel Barelli . B & B Associates 1636 Wilshire Blvd., Suite 200 Los Angeles, CA 90017 . Mr. Mike Peterson 2075 Las Palmas Drive . Carlsbad, CA 92009 SUBJECT: • Kleinfelder Project #51-4255-01 • Copy of "Daily Field Reports" • . Attached for your reference are copies of the Daily Field Reports which represent the work our staff has performed on •• . . . Kleinfelder Project #51-4255-01 VöñsStj-#142) . . Ref: 51425501.tr Page of II.KLEINFEL.bER 9555 Chesapeake Drive, Süite101 San Diego. ,California 92123 (619)541-1145 ' Daily Field Report 4 The following was noted PreEt N,e. Project; Location Contractor Owner c - Tecnnician Supervisor Hours Retest - Weather Temperatre - L st DISTRIBUTED 1:: 1OC Received & Acknowledged by Representing _______________________________________ Signed Date KLEINFELDER - h-z- / V.-. • . V... •V.V.•V.•• .-.5 •V,-..-- ---:-.--' - - V.-. V '. - D Report items comply .1] Report items incomplete - : *,,_; - -• - V Aèknowledged by '- • - Representing -•A: - - . •.,; -. f ••-- . -- '. Page ............ of if F-1(/93) • V -. .__'-I - :-_- -D Reportitemscompiywith ption' . V ft?vv9ik 1p), melnfelder Reps tate 1/I - -'i( (ve/p}. 1 .. V • -- KlelnfelderRepresentivePrintName .IUAL-El NFELDER . :. Construction Observation Report / 1! Vat.ic / 'IZ IL e. Date_/0 e A . - • Project No; DFR No Lt/?ii io fContractor'1Vi)tfr ( 1tC ~?(Sdg Permit No 94 '? ' Time Departed IfozI _ - Revieed b Date Reviewed _____________________ Travel Time ' , fljie of Obiervatlons 0 Monry .• . --a,- S - 0 Batch plant (i. 0 Foundations Concrete '0 We'ding ' - r --. 1-.- -- •. 0 Reinforcement Steel 0 Fireproofing . 0 Soil r D Bolhng 0 Pre-Post Tensioned Tendon 0 Metal Decking 0 Other -2 Docurhet Refe re' iiced -- - -- :- 4r 44 '.- V. ---- - Summary' :.'4A/)H- - :.- -- :- --:-- ::; :.•• :. : - __.;•• .5 - -,S •• • • - . -V. •V ' rncTPIRUTED c KLEIN FELDER... 9555 Chesapeake Drive, Suite 101 San Diego, California 92123 (619)541-1145 Daily Field Report •• .. • The following was noted PtOct Name ~1 Project # kJo&ts. Location 'C - E v-/IWo i4 / Contractor • .. Owner Technician .• • Suervisor -. Hours Retest Weather . •. Tsnperature 7YPJ- ..• •7__-__•- . 1wou 79 cr 11 '~'n( LA' r / i2'1/E J A IfQ 12 (f 7 .L Of #? € WV. /1f2 'A'cc-mAf '1/'4 4 lThvu .600 . Wfv2 flpj4 '•-. p •• 4 - 4 4 ••- r• r SL w LAtAf ,v'öH'x¼t' ?Zzf,Dc (4/ - •, •_p • -. .• . -. 7 p't..c rnf flu1- f, 7I -- (41 7 rV ,'t.. ThZ4 f/'7)4 74 2 ,'. Ce 'c yj PJA4. . ••• • -. ,•• ...... •- .Received & Acknowledged by:• S. Representing: I •• .• •• L29 M P11 I bIju ' COMPRESSION TEST REPORT k"K LE I N F E L R.Ek •• Report To: File N: 51-4255-01 Date: 10/23/96 Rick A. Zerillo Savant Construction Inc. Project Von's # 142 11850 Hamden Place '60ErCiR!fl SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 ................................ .................... .................. ...... ....... ................:.:'1TX DATA ................................ ••..•. ....•••• .... Material : Shotcrete . Cement Factor, sk/cy : 8 sk Supplier : Superior Ready Mix . Max. Size Agg., in. Mix No : SH 68P . Admixtures : Pozz Spec. Strength, psi : SAMPLE DATA Sampled From : Shotcrete wall. Measured Specified Slump, in.1 : N/A N/A TicketlLoadlTruckNo : Air Temp., F : N/A N/A Sampled By : Mike Proctor #639 2 Mix Temp., F N/A N/A Date Sampled : 09/20/96 Time : 0000 Air Content, .% N/A N/A Date Received : 09/23/96 Set No : 1 Fresh Wt.,.pcf : N/A N/A 1 - ASTM C 143 2 - ASTM C 1064 3 - ASTM C 231 4 - ASTM C 138 LABORATORY D Specimen (core) No : 2437A 2437B 2437C 24371) 2437E 2437F Identification No Age, days : 5 14 28 28 28 . Hold Date Tested : 09/25/96 10/04/96 10/18/96 10/18/96 10/18/96 Hold Dimensions, in : 3.75 X 3.75 x 3.75 x 3.75 x 3.75 x 7•5 75 75 . 7.5 - 7.5 Area, sq. in : 11.04 1.1.04 11.04 11.04 11.04 Ultimate Load, lbs : 44,500 59,000 66.000 67,000 71,000 Compressive Sir, psi : 4.030 5,340 51980 6,070 6,430 Average Sir, psi : Remarks: cc: Jeff Guth, The Vons Companies . . Reviewed by: . Branko Prebanda, Musil Perkowitz Ruth Inc. • Emanuel Barelli,B&B Associates . • T. (keJeterson,y of..Carlsbad Roger Moms II • Laboratory Manager KLEINFELDER 9555 Chesapeake Drive Suite 101, San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT S JflKL.EINFELDER Report To: File No: 51-4255-01 Date: 10/23/96 5Rick A. Zerillo Savant Construction Inc. Project: Von's # 142 0 11850 Hamden Place 2560 El Camino Real SaiitaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA ,Material : Masonry prism Cement Factor, sk/cy Supplier : North County, Materials Max. Size Agg., in. : 3!8" Mix No : 2011-501 Admixtures: Spec. Strength, psi : days SAMPLE DATA Sampled From :-Masonry prisms. Measured Specified Slump, in. : N/A N/A Ticket/Load/Truck No : H - Air Temp., F :- N/A N/A Sampled By. : MikeProctor #639 2 Mix Temp., F N/A N/A Date Sampled : 09/18/96 . Time : .0000 Air Content, % N/A N/A Date Received : 09/21/96 Set No : 1 0 FreshWt., pcf : N/A . . N/A 1 - ASTM C 143 2- ASTM C 1064 3 - ASTM C 231 4- ASTM C 138 LABORATORY DATA UBC 2426 Specimen (prism) No : 2432A 2432B 2432C Identification No : .. . . Age, days : 7 28 28 . S Dale Tested : 09/25/96 10/16/96 10/16/96 . Dimensions, in : 7.5 7.5 7.5 . . x7.5 x 7.5 x7.5 . Area, sq. in . : 56.25 .56.25 56.25 Ultimate Load, lbs. : 107,000 125,500 . 122,000-fl Compressive Str, psi : 1,900 . 2,230 2,170 Average Str, psi : O0) . Remarks: .. cc: Jeff Guth, The Vons Companies . 0 Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates . 0 .... 0 . Roger Morris II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 . COMPRESSION TEST REPORT KlIKLEINFELDE'R;S Report To: File No: 51-4255-01 Date: 10/23/96 Rick A. Zerillo Savant Construction Inc. . Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 . Carlsbad Ca 92009 Perniit# 960939 MIX DATA Material : Grout Cement Factor,. sklcy : Supplier : North County Materials . Max. Size Agg.; in. : 3/8 Mix No : 2011501 Admixtures: Spec. Strength, psi, ___ SAMPLE DATA Sampled From : Masonry, 2nd lift © gridline G4. Measured Specified Slump, in.' : N/A N/A Ticket/LoadiTruck No : 72386/1/208 Air Temp., F N/A 2: >40 Sampled By. : Mike Proctor #639. • Mix Temp., F N/A <90 Date Sampled : 09/19/96 Time : 0000 . Air Content, % N/A N/A Date Received : 09/20/96 . Set No : 1 Fresh Wt.,pcf : N/A N/A 1-ASTMC143 2-ASTMC1064 3-ASTMC231 4-ASTMC138 LABORATORY DATA ASThI C 1019 Specimen(prism)No : 2431A 2431B 2431C : Identification No Age, days : 7 28 28 Date Tested : 09/26/96 . 10/17/96 10/17/96 Dimensions, in : 3x3 3 x 3 3 x 3 Area, sq.in : 9.0 •. 9.0 . . 9.9 Uliiinaie Load, lbs . : 14,750 23,500 21,000 Compressive Str, psi : .' 1,640 2,610 2,330 Average Str, psi : C 7 Remarks: . .5' cc Jeff Guth, The Vons Companies . . Reviewed by: . Branko Prebanda, Musil Perkowitz Ruth Inc. . S Emanuel Barelli, B & B Associates Roger Morris II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego,.CA 92123 (619) 541-1145 COMPRESSION TEST TEST REPORT. fl EINFELDER Report To File No 51-4255-01 Date 10/23/96 Rick A. Zerillo • Savant Construction. Inc. Project: •Von's # 142 - 11850 Hamden Place 2560 El Camino Real SaritaFe Springs, Ca 90670 - Carlsbad, Ca 92009 Permit# 960939 MIX DATA Material' : Mortar. - - Cement Factor, sk/cy : ipart Supplier : site mix Max. Size Agg., in. : Fine Agg Mix No : Type S Admixtures': Spec. Strength, psi : tTöai28d5Ts 0 SAMPLE DATA Sampled From : First course, gridline 6 @ 0 . D. . . Measured Specified Slump, in.1 : N/A N/A TicketILoaLllTruckNo : .- . . Air Temp., F 2 : N/A N/A Sampled By : Mike Proctor #639 . Mix Temp., F : N/A . . N/A Date Sampled :' 09/17/96 Time 0N/A : 0000 Air Content, % N/A Date Received 0: 09/19/96 Set No 1 Fresh Wt., pcf : N/A N/A 1-ASTMC 143. 2-ASTMC 1064 3-ASTMC231 4-ASTMC 138 xxxx .........ABORATORY DATA UBC 24-22 Specimen (cylin) No 2420A 2420B 2420C Identification No 0 Age, days • : . 7 28 • • 28 . •0 Dale Tested 09/24/96 10/15/96 10/15/96 Dimensions, in : 2i4 2x4 2x4 . . . Area, sq. in : 3.14 3.14 1 . 3:14 * 0 • 0 UltimateLoad, lbs : 8,500 13,000 ' 13,500 • • Compressive Str, psi 2,710 4,140 4,300 Average Str, psi - .................................................................................................................................................. ........1. ............. . ......................... ........: Remarks: •, . :'- . cc Jeff Guth The Vons Companies Reviewed by Branko Prebanda, Musil Perkowitz Ruth Inc. - S Emanuel Barelli, B &B Associates MikTP of Carls; ad 0 Roger Morfis II Laboratory Ma ager KLEINFELDER 9555 Chesapeake Drive Suite 101 San Diego CA 92123 (619) 541-1145 COMPRESSION TEST REPORT I KLEINFELD[R • ••' Report To File No 51-4255-01 Date 10/23/96 Rick A Zenulo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA Material Concrete Cement Factor, sklcy Supplier Nelson & Sloan Max Size Agg in. 3/4 Mix No : 6636 ____ Admixtüres: WRDA 64 Spec Strength, psi 3Tat8cs SAMPLE DATA Sampled From Line D between 4-6. Measured Specified Slump, UL. 40 40 TicketfLoad!FruckNo 583571/5/301 Air Temp F N/A >40 Sampled By Joe Winkler 2 Mix Temp., F N/A <90 Date Sampled 10/01/96 Time 0900 Air Content % N/A N/A Date Received H 10/02/96 Set No: 1 Fresh Wt., pcf : N/A N/A 1-ASTMC143 2-ASTMC1064 3-ASTMC231 4-ASTMC138 LABORATORY DATA ASTM C 39 Specimen (cyhn) No 2460A 2460B 2460C 2460D Identification No Age, days : 7 28 28 Hold Date Tested : 10/08/96 10/29/96 10/29/96 Hold Dimensions, in : 6 x 12 6 x 12 6 x 12 Area sqm 2828 2828 2828 Ultunate Load, lbs 74,000 Compressive Sir psi 2 620 Average Sir, psi Remarks: cc 'Jeff Guth, The Voris Companies Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. A Emanuel Barelli B & B Associates Roger Moms II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT kn K L E I N F E L D E R Report To: File No: 514255-01 Date: 10/23/96 Rick A. Zerillo gndlines A thru B @ 5.6 thru 6. Measured Specified Slump, IL : 4.5 4.0 TicketJLoadiTruckNo : 585433/1/301 Air Temp. ,F : 67 >40 Sampled By : Mike Proctor #639 2 Mix Temp., F 74 <90 Date Sampled : 10/14/96 Time : 0730 Air Content, % N/A N/A Date Received : 10/15/96 Set No : 1 Fresh Wt., pcf : N/A N/A 1-ASThIC143 2-ASTMC1064 3-ASTMC231 4-ASTMCI38 LABORATORY DATA ASTM C 39 Specimen (cylin) No : 2496A 2496B 2496C 2496D Identification No Age, days : 7 28 28 Hold Date Tested : 10/21/96 11/11/96 11/11/96 Hold Dimensions, in : 6 x 12 6 x 12 6 x 12 cc: Jeff Guth, The Vons Companies Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates keetersCitytCarlsbâd Reviewed by: Roger Morris II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, Sari Diego, CA 92123 (619) 541-1145 COMPRESSION TEST. REPORT Wt K I E I N F E L D E R Report To: File No: 51-4255-01 Date: 10/23/96 Rick A. Zerillo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 Carlsbad, Ca92009 Permit# 960939 MIX DATA Material : Concrete Cement Factor, sk/cy : 6.0 Supplier : Nelson & Sloan Max. Size Agg., in. : 3/8" Mix No : 820 Admixtures: Plastiment Spec. Strength, psi :Qys SAMPLE %DATA Sampled From : Slab-on-grade, cooler gridline G, 5.4 thru 5.6. Measured Specified Slump, in.1 : 4.5 4.0 TicketlLoad!Fruck No 585757/1/365 Air Temp., F : 65 >40 Sampled By : Mike Proctor #639 2 Mix Temp., F 77 <90 Date Sampled : 10/16/96 Tme : 0715 Air Content, % N/A, N/A Date Received : 10/17/96 Set No : 1 Fresh Wt., pcf : N/A N/A S 1 - ASTM C 143 2- ASTM C 1064 3 - ASTM C 231 4 - ASTM C 138 LABORATORY DATA ASTM C 39 Specimen (cylin) No :" 2503A 2503B 2503C 2503D Identification No Age, days : 7 28 28 ' Hold. Date Tested : 10/23/96 11/13/96 11/13/96 Hold Dimensions, in , : 6 x 12 6x 12 6 x 12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 112,000 Compressive Sir, psi : , Average Str, psi Remarks: cc: 'Jeff Guth, The Vons Companies Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates S MikeJetersQn,Cjty_of.Cat1sbad . . Roger Moms II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101. San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT k'%KLEINFELDER Report To: File No: 51-4255-01 Date: 10/23/96 Rick A. Zerillo 3/4 to 6.0, B to G. Measured Specified Slump, in.1 : 3.5 4.0 Ticket/Load/Truck No : 582743/2/301 Air Temp., F : 75 >40 Sampled By : Mike Proctor.#639 2 Mix Temp., F 74 <90 Date Sampled : 09/25/96 Time : 1230 Air Content, % N/A N/A Date Received : 09/26/96 Set No : 1 Fresh Wt., pcf : N/A N/A Dimensions, in : 6x12 6x12 6x12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 78,000 120,000 122,000 KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT k"KLE1 N FELDER Report To: Rick A. Zerillo Savant Construction Inc. 11850 Hamden Place SantaFe Springs, Ca 90670 File No: 514255-01 Project: Von's # 142 2560 El Camino Real Carlsbad, Ca 92009 Permit # 960939 Dale: 10/23/96 MIX: DATA DATA.. .. ...................... s ..•, Sampled From : 4th grout lift sampled @ south wall, midspan. Measured Specified Slump, in.1 : N/A N/A Ticket/Load/Truck No : 73821/1/392 Air Temp., F : 72 >40 Sampled By : Mike Proctor #639 . 2 Mix Temp., F 78 <90 Date Sampled : 09/24/96 Time : 0730 Air Content, % N/A N/A Date Received : 09/25/96 Set No : 1 Fresh Wt, pcf : N/A N/A 1 — ASTM C 143 2 — ASTMC 1064 3 — ASTM C 231 4- ASTM C 138 :.AS'111.C;1019 Specimen (prism) No : 2440A 2440B 2440C 2440D Identification No Age, days Date Tested Dimensions, in Area, sq. in Ultimate Load, lbs 7 28 28 Hold 10/01/96 10/22/96 10/22/96 Hold 3 x 3 3 x 3 3 x 3 9.0 9.0 9.0 16,500 18,500 19,000 Compressive Str, psi : 1,830 2,060 2,110 Average Sir, psi : Remarks: Pc: Jeff Guth, The Vons Companies Branko Preband.a, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates Reviewed by: Roger Morris II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT K I E.I N F ELDER Report To: File No: 51-4255-01 Date: 10/23/96 Rick A. Zerillo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA Material : Mortar Cement Factor, sklcy . : 1 part Supplier : site mix Max. Size Agg., in. : Fine Agg Mix No : Type S -. -. - - Admixtures: Spec. Strength, psi :\ 1,800 at 28 dà's! SAMPLE DATA Sampled From : 33rd course © gridline G @6. Measured Specified Slump, in.1 : N/A N/A Ticket/Load./Truck. No : Air Temp., F : N/A >40 Sampled By : Mike Proctor #639 Mix Temp., F N/A <90 Date Sampled : 09/25/96 Time : 0000 Air Content, % N/A N/A Date Received : 09/26/96 Set No : 1 Fresh Wt., pcf : N/A . N/A I-ASTMCI43 2-ASTMCI064 3-ASTN1C231 4-ASTMCI38 • LABORATORY DATA UBC 24-22 Specimen (cylin) No : 2438A 2438B 2438C 2438D Identification No Age, days : 7 28 28 Hold Date Tested : 10/02/96 10/23/96 10/23/96 Hold Dimensions, in : 2x4 2 x 4 2x4 Area, sq. in : 3.14 3.14 3.14 Ultimate Load, lbs : 7,750 9.500 10,500 Compressive Sir, psi : 2,470 3,030 3.340 Average Sir, psi Remarks: cc: Jeff Guth, The Vons Companies Reviewed by: Branko Prehanda, Musil Perkowitz Ruth Inc. A Emanuel Barelli, B & B Associates Mi'Peter CiifCr? Roger Morris 11 I Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 I of Am Page _L :: Ile" K L F 1 N FE ['0 E -R - - 9555 Chesapeake Drive, Suite 101 - San Diego, California 92123 (619)541-1145 - Daily Field Report The following was noted: - - Project Name. Project -\A415 ;# /412 Location Contiacor - 5, Cr%Z Owner Supervisor • Hoursr) VVeth Temperature - ,>S j(f CIO, 1xZ g/:;,f ?z:' &~7 i-/'7-;- £s _- jz-T :- 14 4 . - . • - • ,.-. • , DISTRIBUIED - - . .• • •. OCi171995 Received& Acknowledged by: Signed A 4IKLEINFEL ER Reoresenf ing Date -_/r) L-29 - 0 a age o KLEIN FELDER - 9555 Chesapeake Drive, Suite 101 San Diego, California92123 (619)541-1145 - Daily Field Report - ,_•_' - • The following was noted - - - Ji- Pr ject Nan,y 1) - Proj ct r Locion Th/ (/,'' £ Contractor - - Owner - -. -• . :4 -TechklclarV -)oc, I I • / '- Supervisor - - - - -• Hours - - - - .- • - Retest - • - Weather - Temperature - -. ti.. . IKLEINFELDER - - 9555 Chesapeake Drive, Suife 101 San Diego, CA 92123 - TRANSMITTAL DATE: OCT 2 3 1996 FROM: Ron Thomson PHONE: 619/541-1145 KLEINFELDER, INC. FAX: - 619/541-1645 TO:- Mr. Jeff Guth .. The Vons Companies - 618 Michilinda Avenue- - - Arcadia, CA 91007 . Mr. Branko Prebanda RECEIYEP Musil Perkowitz Ruth, Inc. 911 Studebaker Road I 4 194. OCT . Long Beach, CA 90815 M. Emanuel Barelli. ENGNftNL1 - B & B Associates -•• - • -V DEPARTMENT - 1636 Wilshire Blvd., Suite 200 . ' - Los An CA 90017 - MêPèter on City of Carlsbad V • 2075 Las Palmas Drive Carlsbad, CA 92009 SUBJECT: Kleinfelder •Project#51-4255-01 Copy of "Daily Field Reports" • Attached for your reference are copies of the Daily Field Reports which represent the work our staff has performed on - • • • • - - • - • - Kleinfelder Project #514255-01 - Vons Store #142 - V f : - V V • - - ' Ref: 51425501.tr V -, - -, * : . /- 5L"N-- ?~- ps p 1 /A/4/r2J /71J 6/2SS AM - k4 K LEI NYELDER 9555Chesapeake Drive, Suite 101 San Diego, California 92123 _ (619)541-1145 - Daily Field Report The following was noted: IA tOfu Page L of/ /_-) c—'-- -' I - - 11/ Pr j Ct Nam( Project ~71TE-7 .,W- Location (/4J Contractor Owne Tec n / tJprvis r c/• H7 / Retest W a hef Tempeatur - 'O~~ 2~ /420 J6 / ('Ct Z7Vr lov /a 17 Received & Acknowledged by: - Si QGT2319 2 Representing: __________________________________________ Date: L-29 Page / of - IiIKIE!LDER 9555 Chesapeake Drive, Suite 101 SanD•iego, California 92123 (619)541-1145 Daily Field Report C)ro,s SH4(,1 The following was noted: Pr jet Name! Project #- Location a Contractor Owner 01411 5 T~ec%hnian slu rv' or Hours, - Retest Temper O(pv' 4ri i< (4)/Mt •/( - :1. , f•i 1' Received & Acknowledged by: - DISTRIBUTED 4. OCT 1995 Representing L-29 e: - COMPRESSION TEST REPORT k"KLE1 N FELDER Report To: File No: 51-4255-01 Date: 10/15/96 71 Rick A. Zenllo Savant Construction Inc. Project: Von's # 142 - 11850 Harnden Place - 2560 El.Carnino Real3 SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA Material : Concrete Cement Factor, sklcy Supplier : Nelson & Sloan Max. Size Agg., in. : 3/4 Mix No : 6636 Admixtures: WRDA 64 Spec. Strength, psi : S 3,000at 28 days SAMPLE DATA Sampled From : Slab-on-grade, exterior canopy between 4 and 4.5. Measured Specified Slump, in.1 : 4.0 4.0 TickctlLoadiTruckNo : /3/ Air Temp., F , : N/A 1. >40 Spled By : Joe Winkler am Mix Temp., F - N/A <90 Date Sampled : 10/04/96 Time : 130 Air Content, % : N/A N/A - Date Received : 10/07/96 Set No : I Fresh Wt., pcf : N/A N/A I -ASThICI43 2-ASTMCI064 3-ASTMC23I 4-ASTh1C138 LABORATORY DATA ASTM C-39 Specimen (cylin) No : 2470A 2470B 2470C 2470D Identification No Age, days : 7 28 28 Hold Date Tested : 10/11/96 11/01/96 11/01/96 Hold Dimensions, in : 6 x 12 6 x 12 6 x 12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 96,000 Compressive Sir, psi : - 3,390 Average Sir, psi Remarks: cc: Jeff Guth, The Vons Companies. Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli,B& B Associates R MikePeterson, City of C1bà'd Roger Morris II I - -------- -'---- Laboratory Manager KLEINFELDER 9555 Chesaoeake Drive, Suite 101. San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT k LEI N FE LDER ''. Report To:, 'FilèNo: 51-4255-01 ', Date: 10/15/96 Rick A. Zerillo, Savant Construction Inc. 1' PrOject Von's # 142 11850 Hamden Place ' 2560 El Camino'Real . SantaFe Springs, Ca 90670 . . . Carlsbad,,Ca 92009 Permit # 960939 Material Concrete . '. Cement Factor, sklcy : Supplier : Nelson & Sloan . Max. Size Agg., iEL : 3/4 Mix No : 6636 . . Admixtures: WRDA 64 Spec. Strength, psi' :3I]at 28 days ., . •. . • ................................................................................................................................................................................................. Sampled From Slab-on-grade B line between 4 and 5. . . , . . , , . Measured • Specified ' S1i',in.1 : 4.0 :' 4.0 TicketlLoad!TruckNo .. : 583965/3/348 -• .. Air Temp, F 2 : . N/A . >40• .SámpledBy ': Joe Winkler . , Mix Temp., F N/A. <90 Date Sampled : 10/03/96 . ' . Time : 0745 .AirContent, .% N/A . N/A S Date Received . : 10/04/96 . Set No : 1 . Fresh Wt., pcf : N/A N/A 1 - ASTM C 143 '.2- ASTM C 1064 3,- ASTM C 231 ' , 4 -'ASTM C 138' . D Specimen (cylin) No : 2466A 2466B 2466C' 2466D : Identification NO : , .•. . - , ,' Age, days , : ' 7 28 . 28 Hold Date Tested. , ' : 10/10/96 10/31/96 . 10/31/96 Hold ' Dimensions, in - 6x12 ,' . 6x12 . 602 .. . . . - Area sq in 2828 2828 2828 Ultimate Load, lbs 97,000 Compressive Str, psi TS43) Average Str, psi , : .' ,'' . ', . • • , 'Remarks: cc: Jeff Guth, The V.ons Companies ' . . • ,Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc., . :' .' . • Emanuel Barelli, B & B Associates •. • . '• -LMike Pete Ci Of Car1sbacrj Roger Moms II ( Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suit 101, San Diego, CA 92123 '(619) 541-1145. . , COMPRESSION TEST REPORT IInKLEINFELD-ER Report To: File No: 51-4255-01 . Date: 10/15/96 Rick A. Zerillo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SautaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA Material : Concrete Cement Factor, sk/cy Supplier, : Nelson & Sloan Max. Size Agg., in. : 3/4 Mix No : 6636 Admixtures: WRDA 64 Spec. Strength, psi : •3,000: at 28 days SAMPLE DATA Sampled From : Perimeter footing, southwest corner. Measured Specified Slump, in-1 : 3.0 4.0 Ticket/Load/Truck No : 581147/2/364 Air Temp., F ., : 72 >40 Sampled By : Mike Proctor #639 - Mix Temp., F : 78 <90 Date Sampled : 09/16/96 Time : 0730 Air Content, % N/A ,: N/A Date Received : 09/17/96 Set No : 1 Fresh Wt., pcf : N/A N/A - ASTM C 143 2 - ASTM C 1064 3- ASTM C 231 4- ASTM C 138 LABORATORY DATA ASTM C-39 Specimen (cylin) No : 2417A 2417B 2417C 24171) Identification No Age, days : 7 28 28 Hold Date Tested : 09/23/96--l'10/14/96 10/14/96 Hold Dimensions, in : 6 x 12 6 x 12 6 x 12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 98,000 136,000 138,000 Compressive Sir, psi : 3,47 4,810 4,880 Average Sir, psi : Remarks: 4,850 cc: Jeff Guth, The \'ons Companies Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates —Mik Pétén, cily ófCàrlshad•. Roger Morris II j ----- - .-. .. Laboratory Manager KLEINFELDER 9555 Chesapeake DriveSuite ifli Sin Diego, C.-\ q1:' 141-1145 fl KLEIN FELDER Report To: File No: 51-4255-01 Date: 10/15/96 Rick A. Zerillo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA Material : Masonry prism Cement Factor, sk/cy Supplier : North County Materials Max. Size Agg., in. : 3/8" Mix No : 2011-501 - Admixtures : Spec. Strength, psi l-,-500 a 28 days SAMPLE DATA Sampled From : Masonry prisms. Measured Specified Slump, in.1 : N/A N/A Ticket/Load/Truck No : Air Temp., F : N/A N/A Sampled By : Mike Proctor #639 Mix Temp., F N/A N/A Date Sampled : 09/18/96 Time : 0000 Air Content, % : N/A N/A Date Received : 09/21/96 Set No : I Fresh Wt., pcf : N/A N/A 1-ASTMCI43 2 -ASTMCI064 3.ASTMC23I 4 -ASTMCI38 LABORATORY DATA UBC 24-26 Specimen (prism) No : 2432A 2432B 2432C Identification No Age, days : 7 28 28 Date Tested : 09/25/96 10/16/96 10/16/96 Dimensions, in : 7.5 7.5 7.5 x 7.5 x7.5 x7.5 Area, sq. in : 56.25 56.25 56.25 UltimaleLoad, lbs : 107.000 Compressive Str, psi : 1 900' Average Str, psi Remarks: cc Jeff Guth The Vons Companies Reviewed by Branko Prebanda Musil Perkowitz Ruth Inc Emanuel Barelli B & B Associates Roger Morris Moms II I Laboratory Manager KLEINFELDER 9555 Cheaeake Drive te 101 San Diego C 9212 (619)'541-1145 kn KLE.I'N Report To: File No: 51-4255-01 Date: 10/15/96 Rick A. Zerillo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SantaFe Springs, Ca 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA Material : Grout Cement Factor, sk/cy Supplier : North County Materials Max. SizeAgg., in. : 3/8 Mix No : 2011501 -. Admixtures: Spec. Strength, psi 2,000Tac 28 days SAMPLE DATA Sampled From : Masonry, 2nd lift © gridliiie G4. Measured Specified Slump, in.1 : N/A N/A TicketlLoadlTruckNo : 72386/1/208 Air Temp., F -, : N/A >40 Sampled By : Mike Proctor #639 Mix Temp., F N/A <90 Date Sampled : 09/19/96 Tune : 0000 Air Content, % N/A N/A Date Received : 09/20/96 Set No •: 1 Fresh Wt., pcf : N/A N/A 1 -ASTM C 143 2- ASTM C 1064 3 - ASTM C 231 4- ASTM C 138 LABORATORY DATA ASTM C-I019 Specimen (pristh) No : 2431A 2431B 2431C Identification No Age, days : 7 28 28 Dale Tested : 09/26/96 10/17/96 10/17/96 Dimensions, in : 3 x 3 3 x 3 3 x 3 Area, sq. in : 9.0 9.0 9.0 Ultimate Load, lbs : 14.750 Compressive Str, psi : (T ) Average Str, psi Remarks: cc: Jeff Guth, The Vons Companies Reviewed by: Branko Prebanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates .Mik Peterson. City of Carlsh). Roger Morris II Laboratory Manager KLEINFELDER 9555 Chesapeake Drive. LIrte lfll. San Deeo. CA 92123 511-1145 COMPRESSION TEST REPORT fl Report To: File No: 51-4255-01 Date: 10/15/96 Rick A. Zerillo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 2560 El Camino Real SancaFe Springs, Ca. 90670 Carlsbad, Ca 92009 Permit # 960939 MIX DATA Material : Concrete Cement Factor, sklcy Supplier : Nelson & Sloan Max. Size Agg., in. : 3/4 Mix No : 6636 Admixtures: WRDA 64 Spec. Strength, psi : V300Oat 28 days SAMPLE DATA Sampled From : Slab-on-grade, gridline 5.6 to 6.0, B to G. . Measured Specified Slump, in..1 : 3.5 4.0 Ticket/Load/Truck No : 582743/2/301 Air Temp., F : 75 >40 Sampled By : Mike Proctor #639 Mix Temp., F 74 3: <90 Date Sampled : 09/25/96 Time : 1230 Air Content, % N/A . N/A Dale Received : 09/26/96 Set No : 1 Fresh Wt, pcf : N/A N/A - ASTM C 143 2- ASTM C 1064 3- ASTM C 231 4- ASTM C 138 LABORATORY DATA ASTM C-39 Specimen (cylin) No : 2439A 2439B 2439C 2439D Identification No Age, days : 7 28 28 Hold Date Tested : 10/02/96 10/23/96 10/23/96 Hold Dimensions, in : 6 x 12 6 x 12 6 x 12 Area, sq. in : 28.28 28.28 28.28 Ultimate Load, lbs : 78,000 Compressive Sir, psi : (2.76O"\ Average Sir, psi Remarks: cc: Jeff Guth, The Vons Companies Reviewed by: Branko Prehanda, Musil Perkowitz Ruth Inc. Emanuel Barelli, B & B Associates Roger Morris 11 1 - Laboratory Manager KLEINFELDER 9555 Chesapeake Drive. Suite 101, San Diego, CA 92i2 :619 541-1145 COMPRESSION TEST REPORT KLEIN FELDER V V V Report To: V File No: 51-4255-01 Date: 10/15/96 V Rick A. Zerillo V V Savant Construction Inc. Project: Von's #142 V V 11850 Hamden Place 2560 El Camino Real V SantaFe Springs, Ca. 90670 Carlsbad, Ca 92009 V . V Pet # 960939 .. V MIX DATA V . Material : Mortar V Cement Factor, sklcy : 1 part V V Supplier : site 1IIiXV V V V Max. Siz& Agg., in.V.. Fine Agg V Mix No : Type S V V V Admixtures: V Spec. Strength, psi .: i003t 28 days V V SAMPLE DATA Sampled From V: 33rd course @ gridline G @ 6. V V V V V Measured Specified V V V V V Slump,1 : N/A V N/A V V Ticket/Load/Truck No : V V Air Temp. ,V F : N/A V >40 V V Sampled By V V: Mike Proctor #639 2 V Mix Temp., F : N/A V <90 V Date Sampled : 09/25/96 V Time'.- : 0000 V V Air content, % N/A V N/A V : N/AV V V V Date Received V : 09/26/96 V .Set No.: 1 V V Fresh Wt., pcf N/A V V V V V 1 - ASTM C 143 2 - ASTM C 1064 3 - VAS C 231 4 - ASTMC 138 V V V V V Specimen (cylin)No : 2438A V 2438B . 2438C V V .2438D V V Identification No V Age, days . : V V 7 V V 28 28 Hold V V V V V V V V V Date Tested 10/02/96 10/23/96 10/23/96 Hold V V V V V V V V V V Dimensions, in : 2 x 4 2x4 2 x 4 V V V Area, sq. in ;5: 3.14 . . 3.14 3.14 V V V V V V V Ultimate Load, lbs :, V 7.750 V Compressive Sir, psi :-k-.=--27470-"V V V V V V V V V V Average.Str, psi V V Remarks: cc: Jeff Guth, The Vons Companies V V V V Reviewed by: V V V V V V Branko Prebanda, Musil Perkowitz Ruth V Inc. V V V V V V V V V Emanuel Barelli, B & B Associates V V V V V V . V Roger Morris II V V V V V V V V V V Laboratory Manager V V V V V KLEINFELDER 9555 Chesapeake Drive Suite 101 SanDiego, CA 92123 (619) 541-1145 V V V V V kq K I.. E IN'F E L ER .9555 Chesapeake Drive, Suite 101 San Diego, California 92123 (619)541-1145 Daily Field Report The following was noted: leg .• -: Page /. -of m, no Protect Location Contractor -, Owner Tech clan Supervi Hours . Retest Temperature , - * Q I •. c A- '3s 7 L & / .• - fs / V / c /2 ' 1 DJSIRIBUTED pT 091996 Received & Acknowledged by ?Signe 9KLEINFELDER H -. Representing: - Date: - - L-29 . . H' 0 -.. K LE 9555 Chesapeake Drive, Suite 101 San Diego, California 92123 (619) 541-1145 Daily Field Report The following was noted: '.- Page ( ect Npme • • /ij fr2SSO/ Project # Location . • • 7c /2- C ntractor Owner Tec n t a o-c Sr r Hours Retest Temperature • Weathed r • 54 • 6 .c7u'- /7',/ •i?j ,v/ V'çj' ,*• ,ei c2 7% /W.1e74'c A-'WJ . •0 DISTRIBUTED • -, - - -OCT O91996 - Received & Acknowledged by Page / of / KLEINFELDER 9555 Chesapeake Drive, Suite 101 San Diego, California 92123k (619)541.1145 Daily Field Report - The following was noted: Pr je Name Project # '/4)( 4/ 5/- Location El Contractor Owner Tecdn 4Jç S! ~pe Hours Retest Weather Temperature '///. •:' _______ -- A, - I a It 0017-1 z 4) p/t7li1 d bot, /V z e,t-s c, C p"% ,"-' /(1 f,t20Xy /h' E'c,4ovr ,f41. 4.174 rx/~ 1A1 4~~ 41e~l e~'7 Y Ao/dtoil- 79/ S •- • • • . • • - • • * S - a •. •• - • .5 • - • - • • • ulirmunhuvrI 01 Received & Acknowledged by Signed S1 4 42 I K(EINFELDER Representing ' Date L-29 • - • .- S .. - --' Page of ItIK 'LEINF[LDER 9555 Chesapeake Drive, Suite 101 San Diego, California 92123 (619)541-1145 Daily Field Report The following was noted: - - Pr I Na Project # 701tT Location ' S as/ (1,,7e,9L Contractor Owner iechni ian JLS. ,,4'/,bi Supe ' r ,fcIT Hours Retest -. Weather Temperature I -- 0C/v.Cc7 * - 4 'o Ro.1o, YO'( (friro r - Am - Q Page ( of KI...[INFELDER. 9555 Chesapeake Drive, Suite 101 San Diego, California 92123 (619) 5411145 Daily Field Report The foflowingwas noted: Project Name Project a Vo VI - - 0 / Location 25622, Contractor Owner Téchn(cian Sup ery r - Hours Retest - WeXher Temperature —7-7,o .t- 1/6(1996 22:44 '2344931 VU TSI . V PAGE ai TESTLNG SERVICES & ThTSPECTION ThC. 3030, Main Street San Diego. A 92113 A .Qua lityAssuränce'Firm" ('61912349904 (619)234-4931 fax NONDESTRUCTIVE TEST REPORT •. Project:NSST '.. Inspection Date; 09/17/96 .. —• Job Address: EL CANINO REAL . ',VFabricatär: MERIT 'STEEL V CARLSBAD Gen'l Contractor N/A . - - Field/Shop FIELD Material: A-36 A Method: CONTINUOUS SCAN H Instrument ASK-7 Transducers 1/2" Standard AWS"D1.1-94' Calibration I I W BLOCK Rate of Inspection 100% Shearwave Angle 70 DEGREES Descriptibnof Testing/Items: -.'• '- .' - PERFOR}ED, ULTRASONI-.0 SHEARWAVE INSPECTION 0 FULL PENETRATION WELDMENTS ON FLANGES OF BEAM FOR RESULTS SEE BE Inspecto : AVIE 1ARTINEZ( Part No./Location No /Type of Weld Acc Rej emarks L4B C D E F , , CHANNEL LEDGER BEAM Ix * - - V V•• - 4 'V V V *q VV -- J 'V'iV• V • - V , . • ,' V a V V *.,V V 'V . V tV* ,d VV • * V.. V V V V VV V V 'V V' • V• . V. - V.,. 1V V#V V •*VV V - - V V • V • ' V • V . V V V • • a.' • . V V .••'?•-.., ___•z " •;•, - ID KLEINFELDE.-R - . . . . . • - . Construction' Observation Report - Project Name S Date _ :Cliit. . .• . ProjectNo. ' Mtc S O : DFRNo.________________ Project Location ' I I A ' As L1 Time Arrived 1 — Cotifjor_ Blg Permit No '°\ '' Time Departed Reviewed by -cY Date Reviewed Travel lime ' 77 / Type of Observations 0 Masonry El Batch plant - El Foundations [I Concrete El Welding 0 Reinforcement Steel El Fireproofing El boil 0 Bolting . El Pre-Post Tensioned Tendon El Metal Decking CV Other is DocumentRef&èncd I - •• . \s% - • SUMM I ;•- s • C LA - c-Qf ) tj tz k L \ L) LA_ O_CJ -L( _ L \J L ( CA.- L CA C (Q - - - T- . • SE El. RepGt itenidothpiy, - El Report items incompi5ei %El Repert1m compywith exceptions. - g 47 SO Acksiówledgedby .. . ___________________ ________ 1. '\ Kleunf elder Representative Signature ' Réesentung -_/ - - age - f4L KIetnfekV ep "Dresentatiye Pnnt Name I9KLEINFELDER Construction Observation Report 0 I Project Name s - S /Date - Client Project No.'_' 1—O \ .. DFR No. Project Location \ L--- t-Q-e.-. Ct ,L141 Time Arrived. 1 Contractor_Sc Bldg. Permit No. ' ( Time Departed fl /. Reviewed by Date Reviewed TieeL Time \ "'- Type of Observations El Masonry El Batch plant [I] Foundations L] Concrete 0 . El Welding El Reinforcement Steel 0 Fireproofing El Soil . 0 El Bolting 0 Pre-Post Tensioned Tendon El Metal Decking El Other 0 .:. Documents Referenced . Summary 60 3, - LID (i' \pc- €ç • 4- . S \ L . çL . \ ftj LkS v C! .J - - J 0 .5 • LA - / LLr'-1 i L -J .. .................. .. .. DLTVI8LJTED - El Report items comply []'Report items incomplete ..................... S . 0 Report items comply with exceptions 5 •• j . .5 l 5.. .. .•.0•• Acknowledged by 4 ( Kleunfelder Representative Signature Representing P age _... of kle,nfelder Representative Print Name K L E I N F E L D E R •.; Construction Observation Report Project Name \1 " ' - Date 91 Q Gi ( Client Project No. S S' \ DFR No. Project Location 2 f(! C .- .. C..L*..... Le...-€ L,—,ck, Time Arrived 1 'Contractor_SO -fc —" Bldg Permit No.________ Time Departed Reviewed by Date Reviewed 'Travel Time Type of Observations. Li Masonry Li Batch plant Li Founations LI Concrete - []elding Li Reinforcement Steel Li -Fireproofing Li Soil LI Bolting ., LI Pre-Post Tensioned Tendon Li Metal Decking Li Other Documents Referenced - - . Li Report items comply . Li Report items incomplete Li Report items comply with exceptions Acknowledged by / - .. Kleinfelder Representative Signature . I Representing P __ C age o Kle.nf elder Representative Print Name - KLENFELDER I Construction Observation Report Project Name_4O Date• Client Project No. - ' - 'S S . DFR No..____________________ Project Location' , Time Arrived Contractor_S Bldg Permit No 0¼ONTime Departed 3' ' Reviewed by Date Reviewed Travel Time Type of Observations 0 Masonry U Batch plant. ' , 0 Foundations fl Concrete D Welding U Reinforcement Steel ' LI Fireproofing ' U Soil 0 Bolting LI Pre-Post Tensioned Tendon' ' U Metal Decking U Other 'Documents Rferèhced Summary oQ(4 & C, IrAt C_ Lk \ y( 4 P-kcc 0.1 CONSTRUCTION TESTING& ENGINEERIN€, INC. 4 SAN DIEGO, CA. RIVERSIDE, CA . VENVURA, CA • MODESrO, CA . lANCASTER, CA. LAS VEGAS, NV . SEATTLE, WA 0 2414 Vizieyvd Ave. 490 E. Princeland Ct. 1645 Padfic Ave3540 Oakdale Rd. 42156 10th St W. 4560 S. Valley View 235 S.W. 41st St Suite G Suite 7 Suite 105 . Suite A2 Unit K Suite A-3 Renton, WA 98055 Escondido, CA 92029 Corona,CA91719 0xnard,CA93033 Modesto,CA95357 Lancaster, CA 93534 1asVegas,NV89103 (206) 656.1266 (619) 746-4955 (909) 371.1890 (805) 486.6475 (209) 551.2271 (805)726.9676 (702) 795-2278 (206) 656-1265 FAX ENGINEERING, INC. (619) 746-9806FAX (909) 37I2168F*x (805) 486-9016 FAX (209) 551.3593FAx (805) 726-9676F*x (702) 7264485FAX REPORT OF COMPRESSION TESTS PROJECT: LOT 52 CARLSBAD RESEARCH PROJECT NO.: 10-1810 CENTER PROJECT ADDRESS: 2105 RUTHERFORD ROAD TO BE BILLED: BLACKMORE- CARLSBAD, CA 92008 RUTHERFORD INVESTMENT CONTRACTOR: BLACKMORE-RUTHERFORD ARCHITECT: PROGRESSIVE IMAGES, INC. INVESTMENT ENGINEER: R211 ENGINEERING BUILDING PERMIT NO.: 960212 SPEC. NO.: SAMPLE DATA REPORT OF: ..i CONCRETE - MORTAR - GROUT - OTHER SUPPLIER: PRE-MIXED CONCRETE PLACEMENT DATE: 08/07/96 MIX DESCRIPTION: TICKET NUMBER: 59616 MIX NUMBER: 3033006 TIME IN MIXER: SLUMP: 4 1/2" ADMIXTURE: TYPE CEMENT: II DESIGN STRENGTH: 3000 CONCRETE TEMP: 80°F AMB. TEMP: LOCATION OF PLACEMENT: BOTTOM PANEL #8 SPECIAL TEST INSTRUCTION/REMARKS: .17, 2(928. REQUIRED STRENGTH (FC): 3000 PSI AT 28 DAYS SAMPLES MADE BY: CTE/PP DATE REC'D IN LAB: LABORATORY DATA AGE LAB CNTRL NO DATE TESTED DIMENSIONS IN INCHES TEST AREA SQ. INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI 4A 08/14/96 6X12 28.27 91,500 3,240 4B 09/04/96 6X12 28.27 121,000 4,280' 4C 09/04/96 6X12 28.27 118,000 4,180 REVIEWED BY: DATE: All sampling and testing co ucted in ccordance with ASTM Standard Designations C31-91, 39-86, C138-92, C143-90, C 172-90,C173-93, C231-9 b, C470-93a, C511-92, C617-87, C1077-92, C 1231, E4-93, E171-87 CONFORMS: - YES • - . NO DISTRIBUTION: 1)THE BLACKMORE COMPANY 1) BLACKMORE-RUTHERFORD INVESTMENT 1) PROGRESSIVE IMAGES INC 1) R2H ENGINEERING 1) CITY OF CARLSBAD/BUILDING INSPECTION DEPARTMENT .A) JOB FILE - Form 910 Rev. 06.I0-90 File: 40 GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION - 7 '•' •• /_•••., '7''_-,',_ 0 I K:LEINF.ELDER . Construction Observation Report Project Name 5 / 1 Date : 2 Client Project No. 0/' 'DFR No. : I5z.cTA Time Arrived ___________ Contractor <A VA 'Bldg. Prmit No. Time Departed. L/O Reviewed by Date Reviewed ______________________ Travel Time - Type of Observations ''Masonry Li Batch plant - . Li Foundations ¶11 Concrete LI Welding ,.L) Reinforcement Steel Li Firproofing Li Soil Li Bolting Li Pre-Post Tensioned Tendon Li Metal Decking , Li Other - - Documents Referenced 11 'Surnma - 1- V/U'_-- ZAeST coç S, O[T(Ji 1995 Li Report items comply E Report items incomplete ' Li Report items comply with exceptio -• Acknowledged by Kleinfelder Rep sentative Signature Representing Page L of Kleinfelder Representative Print Name . F.1 (9/93) - , ' fr IIKLE!NFELDER -. .. Construction Observation Report g ±tfLi Project Name iA I Client Project No. / Project Locatio /o_IE.4/ (It5/39O t"r Contractor Bldg. Permit No. Reviewed by -______________________________ Date Reviewed Date DFR No. Time Arrived Time Departed 1530 Travel Time Type Of Observations 'Masonry - LI Batch plant LI Foundations Concrete LI Welding El Reinforcement Steel LI Fireproofing El Soil LI Bolting LI Pre Post Tensioned Tendon LI Metal Decking LI Other DocumentsReferenced - • - Summary 7Z. 7Z(' ot-7 4'/E2Z. 0 44 /74,2c çfl 2q(T) 7'L, A 74;W (A/"A/5 ('9A4eflE (,(-77)n 1(-Z) O//Z.?-7 //f L/1t? .0 4fL*flI , ,1/,7T7- •/ . - ig7jJ/ /j(_ (7/A/ A'Z/' Ai'LADpA,' O A/x7 tC 77c/5 5; 5 (' 3 77(r( OCT .0,1 19 LI Report items comply LI Report items incomplete LI Report items comply wit xceidns Acknowledged by_'J, ' ('M-V I ~J Representing kleinfelder Representative Signature . Page of Kleinfelder Representative Print Name F-I 1 (2) 4 () KL..EINFEi..DER 9555 Chesapeake Drive, Suite 101 - .1 San Diego, California 92123 (619)541-1145 Page of Pr ect Name Project a Location Contractor - Owner Technician 71. Supervisor - Hours - Retest Weather 7Y/2 Temperature f'44 04 5Af/ 7T'zcr,'L £2r/ /A// D/ /A)/' Ic-Fl IA/CL fAfP/) - ?uI i4 iL-E n/7_7Z- A/7'4(j b • 70 -. - A/C- /0-- /( 41M W7 (Pfloi: •- - 5- ULI U iSb Received & Acknowledged by: Signed:J I -: KLEINFELDER Representing: Date: - - L-29 - - Daily Field Report The following was noted: Summary HA r -' IEIkLEINFELDER Construction Observation Report 9-23 _ Project Name Date Client 'Project No. _ ' _423 g of DFR No. Project Locati Time Arrived n7 rt..) Contractor_ i1'I ' Bldg. Permit No. bO93 Time Departed, &Z C) Reviewed by Date Reviewed _____________________ Travel Time -. Type of Observations e 'Masonry - Li Batch plant Li Foundations Li Concrete Li Welding Li Reinforcement Steel Li Fireproofing Soil Bolting Li Pre-Post Tensioned Tendon Li Metal Decking Li Other Documents Referenced - ICi'7_ lë C / 7ZAc.-Z, 6c/ S IAJ/ 77//I L..4i'n,(_( ( Aifl-fr P. 114 /Vt cA/ ri—rz.z ál4/// UT4 W 1 /4---i' T OCT U11Bfi_ VI Report items comply Li Report items incomplete. Li Report items comply wi ecepi ns Acknowledged by ( tJWAk 70 - ' - Kleiflfelder Repr entatve Signature Representing Page of Kleinfelder Representative Print Name • F-I 9/93) rriVtcI C) - Page_- of KLE1NFELDER .. 9555 Chesapeake Driè, SuIte 101 -. -.---' San Diego, California 92123 :--- •(619)541.1i45:. - Daily Field Report The foiIowin was noted: Project Name ..... Project *.. Location':. - ••'-•- . Contractor Owner Technician Supervisor. 4. Hours . Retest • _____ Weather . Temperature ( I . . .. / DLSTRIBUTED OCT 0 1 19% Received & Acknowledged by: 1 1 I./ •.. ,-J./ / Signed: .?' KLEINFELDER Representing: L-29 - 7 - IEI KLEIJNFELDER. -' Construction ObservatiOn Report rojectameJ 12 . Date__________ Client - Project No. c,- DFR No. Project Location / Time Arrived Contractor Bldg. Permit No. _______________ Time Departed Reviewed by Date Reviewed ____________________ Travel Time Report items comply E) Report items incomplete 1 Report 'Acknowledged,by Representing . y_... - . Page of -imply :a% Signature KIeinf&t4r -"a-,- - ' ••''fl'.-. _t- - .- * : . IEIKLEINFELDER Construction Observation Report Project Name \t fl S Dte _S t ke Client' ' Project No. ' DFR N. - ProjectLocation-2 - '4- jime Arrived .,Contractor- 3CA_tC-' ' Bldg. Permit-N6. _________________ Time Departed Reviewed Y Date Reviewed * favetTIme ' C) Type of Observations Li Masonry Li Batch plant [1 Foundations LI Concrete * Li Welding Li Reinforcement Steel LI Fireproofing L] Soil ' - LI Blting - - Li Pre-Pdst Tensioned Tendon Li Metal Decking Li Other - 4 - - - Documents Referenced ' -- .- -, n • - S '' S Summa ( A' 4J4 c s - Uu.X.'_n 01 k •. \Q \-- • WA R-ek -' .- •. t -. fl-I - - ,_.t - - - •, - - -. - - - -. - - - - -.--•-- - -- - - - - I- •. ' 'I ,- •- • -E Report items comply ET Report items incmplete LI Report items comply with excptions - • Acknowledged by A C 3 - - -. Kleinfelder Representative Signature • Representing 44z.7 t~-:- • - -" --I t - - Page of'-* - - - Kleinfelder Representative Print Name -. F-1(9/93) - - fi i- - - - • - I - - kIq KLEINFELDER Constructiofl Observation Report Project Name _1JC,(1S /91 bate _ Client Project No. g2/l ol DFR No. Project Location ZSr6 - Z cj41,4i6 44O 4 Time Arrived 0200 Contractor Bldg. Permit N& 960 93 Time Departed Reviewed by Date Reviewed Travel Time Type of Observations Temasonry Li Batch plant LI Foundations LI Concrete v-Welding Reinforcement Steel LI Fireproofing Li Soil LI Bolting .fl Pre-Post Tensioned Tendon E Metal Decking LI Other Documents Referenced %JUI liii IQI y WoHjrc 11L f( 2CAAWA197,cijc, 171i.*4t C- 177A/ DOA/1 AXe JUI? 1Af' )• MI E)7oAf. LI Report items comply, LI Report items incomplete LI Report items compl with ex pt ns .f) Acknowledged by Representing _________________________________________ KleunfelderRe_e at __nature Page of Kleinlelder Repre entativ PrintName F-i (9/93) - • . IIKLEINF[LDER I Construction Observation Report 1 47- ? 2 ' 6 Project Name Date Client Project No f7 gi_f50 / DFR No Project L6cation5- ci4Mi"lo 42k. 1I5fl,1l (1 Time Arrived Contractor Bldg Permit No - Time Departed 1430 Reviewed by Date Reviewed Travel Time / Type of Observations MIF 'Masonry LII Batch plant LI Foundations ' LI Concrete LI Welding Li Reinforcement Steel LI Fireproofing LI Soil Li Bolting LI Pre Post Tensioned Tendon LI Metal Decking Li Other 'I Documents Referenced * Summary _7ãA5 H A1C2-C4M t2E (2 '14 trr) Piii z-c -P4LV27 (Al 'WC4,0 tAi i LA'T $ u'./ 26 ) /O E'77O,V5 AJO 7:j) &l W) (re t/ 7 e/ EPo,ctj ç / Al VO 'V 7 O# P i2j3 - I - - - 1* -- - - - - I I Li Report items comply Li Report items incomplete Li Report items comply with exceptio * Acknowledged by I /2 Kleinfelder Representative Signature Representing - _- _ ,4?Zk7f2_-.___•-- _- Page of . - - - Kleinfelder Representative Print Name F-i (9/93) : • KLEINFELDER * Construction Observation Report r Project Name Date Client Project No - DFR No Project Location 2.-S____GL_O.,'i t_-C4 Time Arrivd 7Z' Contractor Bldg Permit No _t7 5 Time Deparced fé Reviewed by : Date Reviewed - Travel Time - -. - .-.- - ; - . -• Type of Observations eqCMasonry E Batch plant LI Foundations - Concrete LI Welding m 1"Reinforceent Steel El Fireproofing Soil [1 Bolting El Pre-Post Tensioned Tendon LI Metal Decking El Other - - V I . V - - .. Documents Referenced : . . - •.-' -• . - . .V S V ' _ • - . - -- 4- 1 Summary 0f_JAJJ)_FQ4fIJ-f/¼/r 5c( fizin ZIA/E A 7O-(3• 1Q)k( 5/P7 /,',1 Plet Ci6tr 41,50 6e0yy_amez,6 &k HA/,o,v4(_i(/4 ____t0 __6.)(tT/A17_e Lq&ç A4 t1Motf 5_ti'a _tut m 1?#'PT_1 't U _fkf7 WE 4 _ia,41_55&A/ t&)A(p i'f1 E467 dA?7 95e &Ip _Ct P4C'f-j /__ Pi/r___iN Lt€p E5_2 kg-4 P_/4 o Al _ eAwa 4_6u-_/41?/flo/ 7A1 E')7 62n AF A$4 OM 'Tt&MI_- ___-frç ?W NLikt_LA _4,If?____/j,ff4L __/UJ6ZE _ir_____(ZEUu21cT72 _ MP4q V - •,• : - : - CONCI?ST _C6W 2s1L_4W)CL7 __7Z4cW_c*c ___AI7 V - •. * - V -. - a • •V V • . V IC Report items comply El Report items incomplete El Report items comply with ñcelJbns Acknowlededby _ • 4 j\(tJ.V _ - _:- __V• - V V Kleinfélder Representative Signature Representing 44J vZ _ I Page of kleinfelder Representative Print Name F-1 (9/93) i I KLEINFEL,DER 0 DAILY FIELD REPORT Client Received D Yes Copy of this Report D No Page Lof File Number Project Name Loca i n iE41& Technician/Enginee 4Z oe A(& D te lent - Contractor/Represent (lye - Time Arrived Daily Field Report Number Source of Fill Gauge Number Mileage Time Departed NATIVE [IMPORT Z Reviewed By Location of Fill , - Results Reported To Travel Time (hours) Date Reviewed Specified Compaction Weather Total Time (hours) (May not Include innlmurn) Test Test Location * Probe Test Lab Max. Test Dry Test /e Of Comments Numbr Depth Elevation Dry Density Density Moisture Max. Dry (inches) (feet) (lbs/cu.ft) (lbs/cu ft) % Density 6" 1-0 123.5 i2b.9 I ;ROOF751?_ c! ~>" -tc IZio cj - 3 L 1 '€ &' -(IC) ) (.,1 Ti I1: Sc— • (- We -a 6 i .2 1 i.1 TI 5c- L\.Q ctlrp re I21 t-(5 •• Lj#J, 4' f1tIt ____ t2.2 L'Li1 96 '7 L.(4& fi L 'U it\ç i _________ / (A4 o . q', v5en Ilu L-S. 0 Any unresolved test (date/number): - 0 0 - , - •0 - Observations/Remarks CØ2yt) T'5 /?C1Cs 4 L I L vt2: I - 0 0 0 t .- og Testresults, pass/fail indications, and/or recommendations O (if applicable) provided herein have not been reviewed by VVL' W supervisory staff and, therefore, should be considered prelimi"ry and subject to change. testswereconductedingeneraiaccordancewithgenerally KLEI EEL ER REPRESENTATIVE accepted testing procedures practiced within the site area at . * El the time tests were performed. Continued on next page. L-30A WHITE COPY—OFFICE - YELLOW COPY—FIELD PINK COPY—CLIENT 7/90 Ti ______ L_I.______ 1 ____ ______ ______ _____ ______ ______ ____ _________________ I• _____ __ ____ % ___ ___ F' b?i _L ___ 5- aQ-lij-I'4_ -C • 'i_T SOZ.3 i qWj cN AS 031S1. 0 3d.-. CS dCO LSCY A0 - 1LJ !CIi'vCO1 0 Ci :0 CN cNLbrcd • 1hi'1'1fls isaL NOIIOvd'1r I Ti TPi • kn KLEIN F E L D E R ConStrUction Observation Report Project Name LJoN'f::i / _ Date Client Project No _____________________ DFR No Project Location 2S2__-fZ45h_. 1 W'/3A 0_£A Time Arrived Contractor Bldg Permit No ''093 Time 'Departed t&?o Reviewed by Date Reviewed Travel Time Type of Observations D1Masonry LI Batch plant Li Foundations Li Concrete LI Welding LI Reinforcement Steel * Li Fireproofing ysoil * LI Bolting El Pre-Post Tensioned Tendon Li Metal Decking Li Other DocUments Referenced - - Summary HA2dY_CZe-i._C1eu7J)____'_i'bM7)&Z-T_ 2'-'cr_o(A1A'oAl2q A17_&eur SA tM Pi - ~ii 7Errs - • - LI Report items comply Li Report items incomplete Li Report items complykvith ex ep on Acknowledged by /M _4'422!: -_• (ill!_5•t)_ Kleinlbldér Representative Signature Representing Page of Kleinfelder Representative Print Name F-i (9/93) • KLEINFELDER Construction Observation Report Project Name IOiJ2S Date 44 2 Client ------ - Project No. DFR No. Project Location 2O El 116l) CIA Time Arrived 06 OIOZ'D Contractor _25AL/,4N'7 Bldg Permit No I$ Time Departed Reviewed by Date Reviewed _____________________ Trivel Time 1 " Documents Referenced Summary _ CtPL1t3 L-Lfr (I (.( .fr(o:DAV! ... tiy' /Lk4 LP1ELfl c -1' PL'( bL4 ((I ?4) 4 •- . - fl4LbV- f'IDlEAA4 4\ p1 g-i— /1Oi7 Lccrtm ( (C,iOu'-1 Th tkp 'Hot -r "A-L,0 MT 1ttfl (M Al fl t It ( 4 ( c w' fl?) F, Report items comply • E Report items incomplete E Report items.comply with e ept ns1) - • -, 4-TJ) Acknowledged by_66 .d ieel (1/) TV gfJ/ /) 4 - Kie nielder Repres ntatuve Signature Representing IL - P4 Page of Kleinfelder Representative Print1Name, • I F-i (9193) -, - • . - - - - • - - 'I " j.,' V V I,, •' - *1 •' ,$VV. IV ILIKLElNFELDER Construction Observation Report Project Name / a sate ___ Client _ Project No. Vt'Z5 0 / DFRN0. Project Locatior . Time Arrived'_0700 s' Contractor SJ\lJI! _T_' Bldg Permit No _ ?3' Time Departed Reviewed by Date Reviewed Travel Time Typef Obeivatiois U Masonry U Batch plant . U Foundations - * Concrete V : , U. Welding - * U Reinforcement Steel •.. U Fireproofing V• , U, Soil V - U 'Bolting' V V - E Pre-Post Tensioned Tendon U ,Metal Decking V U Other Docurrents"Referenced 4kflOA/_/ç7 Z, _/Y Summary 641n o t- 4AJ V V o7T,2E77 _477-rt.Lf_V I-17-' _1p(& _ - -r,,, .- - - •V t: V - V - ,, V I. V . •VV V V V V I V 4 V• V V 1 Repo items comply i U Repo items incomplete U Repo items c mply wi e Pons Acknowledged by_ II..? V V V Kleunfelder Repr ntat Signature V . Representing Page tV Of Kleinfelder Representative print Name F-I 19'931 * ••_,IV ' - , _ . - V . V RIKLEINFELDER Cohstruètion Observation Report / Project Name Date 9 23 -' Client'*Project No., DFR No. Project Location - 1'/4"O ' Time Arrived E7,crL3 Contractor Bldg Permit No 9b093 Time Departed Reviewed by Date Reviewed Travel Time Type of Observations Masonry LI Batch plant LI Foundations LI Concrete LI Welding LI Reinforcement Steel LI Fireproofing 'Soil LI Bolting LI Pre Post Tensioned Tendon LI Metal Decking LI Other 4 Documents Referenced - r Summary A2-( A-TL C P-17s Lt& 2er Sc4( 7XA LA2 3t 7GZ) 724 iS cpA 7'. nL- (j)j4fu ia j1ss1zrn.. &1 S 1,01 r7//t cLAP) oJ 6 4(L//IL.,A/gY z 'ii & AI24rV v"ti u ti/ r 44 ', PtZi+-iiv<5 I I.- * fld' Ve (n)Report items comply LI Report items incomplete LI Report ites comply wi e Acknowledged by t{J Klei fe der Re re entative Signature Representing 1/i'Ik:•:.1 Page of Kleinfelder Representative Print Name F-1i9/93i - . 4 - '.. 4 .f - - '-':- ' .. •"---• .w' ;. • - -. - - 'i c - •'- 'V V ' • 4 • - -. 4 ,- - i v 4 4, -' • -. Page oL.i_' , ItI4 kIiNIE'IDER. 9555'Ch6sapeake Drive, Suite 101 San Diego, California 92123 ,. 619) 541-1145'. - .. •'• . :, . V - --Daily'Field Report, '- - F. V.- - 9?o3f/ ThefoIiowing wasnoted: Pr 'eat NaT1e t4LZ_ -: - Project # - 5/- V195 Locaôn Z o i2T4. * b - .- - -• Contractor .• Owner ., V TechAician - - q 1zcIz V Supervisor : • V V '• V Hours - ,. Retest - V • V :V V V 9 4 — V V - .- - - : -; Weather " . V' V-F V .* 07 ,, - TemperatJre" _ •4I' ' --4 - - •1 ' . . - *4' , •' , 4. VV • 4 V ' . , . F' •F_ •.' 144 1 Jf2Lj e2)ilrnc7 ')AfrA1c4'e5 cU,,7?-Y 5 77ç7-4 (A)I41C+1 fAIr3gj74 ( P C€Jer- 1L) 13E f%A-(A 7z 4iW ('V ) fZx-i T Pi-c7 IA / -A ID T)-h A-,1i L4JM-ç ~wflzJ) 74 ()AITh-77'- CôA/77AJp/ X PiEi7E 4f)7 0/1 64-o- 7ii1-1 ,3 -t 7t 9 lip T7 . e Ic/fl 17 Dc?J) @ /Oi( 4V . -V 1. 4 .. .. . -_ T 2 A. te Received & Acknowdged by Sigd -. T . V.. •-• 4 KLEINFELDER ' . V Representing Date: 1 4 4 Documents Referenced - S S I Construction Observation Report Project Name OJ 3 / g Date 7 25 Client ' Project No. ______________________ DFR No. Project Location 2cO CA44MfoE47L z-5/3'1D cA Time Arrived Contractor - Bldg. Permit No. TimeDepàrtd £530 Reviewed by Date Reviewed Travel Time Summary M/1)&15 (*-4r_-Z) _i-uT cf _fAti3F:os (i'A 9147 41fA/EJ1 c: -pgLgr)_7:p 4M :_-rwi-_ric _klotr___ Adt-&- _1444752TZ) h-_/4(EZ) _ii _cJ,J 19 A6 MO MT) 6 f31— MJi1206/ _or_ALEXr r-77oAf1_4f,)/#t/E5_3_Q is 49 P - _4• . -- - p -- -I - - El Report items comply El- Report items incomplete El Report items comply witjce i ns • Acknowledged by _______ Kleinfelder Represe tative Signature Representing Page of - . . . kleinfelder Representative Print Name . F-i (9/93) Project Nam__ Client 'J C Project Location= Contractor Reviewed by -' Bldg. Permit No. ________________ ' Project No. -S bbOS I Date Reviewed K L E I NF E I D E R 1. FIL Construction U Observation Report Date DFR No. 'Time Arrived Time Departed Travel Time 1 3C' Type of Observations LI Masonry LI Batch plant - • oundations LI Concrete LI Welding LI Reinforcement Steel LI Fireproofing LI Soil LI Bolting 0 Pre-Post Tensioned Tendon LI Metal Decking LI Other Documents : C N 1.1.1 .4 . - -.- : •'- . . C '.. . Summary fr ...;_. - ...............................A fchb'. 4o4 tkP rWWr. (fl('-e$ <. - cpJe!- 'teed •1- L tOect (S.' F5, F6.S cQ c - eci- A)crTh f Aa wet rc ce r Q. ii,4; Ti evl C ,1 ot+- of i (p - O' uc ,r.ce' o.t ôvcl U)5 ' I v-is veck k kQ. ca.v ck of tkCEx ce z)korS 11hS. f hcJ 4f'k cf puif.. .- ...: •••1 ........:c7 . ...••. "i ••--:j;•• . :,- ....... --.----.- .--.-. ..•. -.-.• •--.---. .•.-.-- --. ..................-- -..-... ..- .-.. LI Report IteflS onply Reportitemscomplete Repo 0 4' -- ,.-..-.f ---. ..-•--- ._-• Acknowledged by Representing Page of F-I *3) Klelnfsldr R.prseentative Ppnt ilame ,ir.c,LQ-cJ I/ -31q 6 iii COMPRESSION TEST REPORT KLEIN FELDER : ReportTo: File No: 51-4255-01 Date: 09/25/96 Rick A. Zerillo Savant Construction Inc. Project: Von's #'142 11850 Hamden Place 2560 El Camino Real Santa Fe Sprins, Ca 90670 Carlsbad, Ca 9200 Permit # 960939 ......... .IXDATA- ......... :.;..,. Material : Mortar Cement Factor, sklcy : 1 part Supplier : site mix Max. Size Agg, in. : Fine Agg Mix No : Type S . Admixtures: Spec. Strength, psi : 1,800 at 28 ys SAMPLE DATA Sampled From : First course, gridline 6 @ D . Measured Specified Slump,: N/A N/A Ticket/LoadTFruckNo : Air Temp., F : N/A N/A Sampled By : Mike Proctor #639 2 Mix Temp., F N/A N/A Date Sampled : 09/17/96 Time : 0000 Air Content, % N/A N/A :Date Received : 09/19/96 Set No : 1 Fresh Wt., pcf : N/A . N/A - ASTM C 143 2 - ASTM C 1064 3 - ASThI C 231 4 - ASTM C 138 LABORATORY DATA UBC 2422 Specimen (cylin) No : 2420A 2420B 2420C Identification No Age, days : .7 28 28 Date Tested : 09/24/96 10/15/96 10/15/96 Dimensions, in : 2 x 4 2 x 4 2 x 4 Area, sq. in : 3.14 3.14 3.14 IJlijmate Load, lbs : 8,500 . Compressive Sir, psi : Average Sir, psi KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123 (619) 541-1145 COMPRESSION TEST REPORT KLEIN FELDER Report To: .. File No: 51.4255-01 Date: 09/23/96 :RickA Zerillo Savant Construction Inc. Project: Von's # 142 11850 Hamden Place 256OElCahuini5R Santa Fe Sprins, Ca 90670 . .CirTsb ad, Cã92C)® Perrnit# 960939 MIX DATA Material : Concrete .. Cement Factor; sk/cy Supplier : Nelson & Sloan Max. Size Agg., in. : 3/4 Mix No : 6636 Admixtures: WRDA 64 spec: Strength, psi , SAMPLE DATA Sampled From : Pèrimetër footitig, southwest corner. Measured Specified - .. Slump, in..1 : 3.0 . 4.0 TicketfLoadlTruckNo: : 581147/2/364 . Air-Temp., F : 72 >40 Sampled By . : Mike Proctor #639 2 . - . Mix Temp.,F 3: 78 <90 Date Smpld :- 09/16/96 Time : 0730 .. Air Content, % N/A N/A Date Received : 09/17/96 Set No : 1 Fresh Wt., pcf : N/A N/A l-ASTMC143 2-ASTMC064 3-ASTMC231 4-ASTMCI38 - .. .. -. Specimen (cylin) No : 2417A 2417B 2417C 2417D - Identification No • . . . ,.:. Age, days,, : - 7 - 28 28 - - Hold Date Tested : 09/23/96 10/14/96 10/14/96 Hold Dimensions, in . : - 6x12 6x12 - 6x12 - Area, sq. in . : 28.28 - - 28.28 28.28 Ultimate Load, lbs : - 98,000 Compressive Str, psi : CJ7}J .- . . -. . . .. - Average Str, psi Remarks: cc: Jeff Guth, The Vons Companies . . .• Reviewed by: - Branko I Prebanda, .Mtisil Perkowitz Ruth Inc. Emanuel Barelli,B&B Associates . - .. R. _Z_ : cie Peterson, City of - -Roger Morris II / - . . Laboratory Manager KLEINFELDER 9555 Chesapeake Drive, Suite 101, San Diego, CA 92123. (619) 541-1145 KLE!NFELDER Construction Observation Report - - DateNP Chnt Project No('cc0( DFR No :______c::.ime Cr100 jCorfractor__JA11 Bldg PemtNc 1b lime Departed -Revièwed by Date Reviéwed . Travel lime c' - Type of Obsei,atIons 'Masonry 0 Batch plant 0 Foundations 0 Concrete D Welding > 0 ReinforcemerSteeI 0 Fireproofing Soil - U Bolting 0 Pro-Post Tnsuoned Tendon 0 Metal Decking 0 Other Documents Referenced - . .•. .•• - -. ..• - - - i,-z:-2. . . . . '.•• . - -' .. .. .....-: . - - - - Summary/QJ ( £O4b M PLJ1GS-, Kloinfelder Representative Print Name J,. 3.•_•__ - j.. • k - '- •- ..- - & -..--•: : - .'Z73y.. -.--• - -r - .- - -, •_. • :.. .-. . -: . •-: ....:--.•-•- .,: .. . . - •$. ¼:-. :?-.Y-. . .5 •-. . •• .: . . .... - - Report items komply '-Ti-.. 0 Report items incomplete:'-.: 0 Report items comply -with exçep or iAIl Acknowledged by 3. U I Em :1 -- • Klèlnfelder Representative P,'int :3 - ' .• k9 KLEINFELDER Construction Observation Report ..;. .,.Project. ProjectL Contràcl 'tReviewe 7 . QZ / Date Project No. ___________________ DFR No._________________ Time Arrived Bldg Permit No." Time Departed Date Reviewed Travel Time i ____________________ iM Ofl ': D Batch plant 0 Foundations El Concrete •• . . • •.• . . . . • ..:'.. • -. .;. . . . . :;.. . -. t k -• e 7 Documents:Referenced - S •. - 4 . ,., . . - , .. ... . - • v;5- . - -->- .- . . . - . . .• .• . $ 3. Summary 2 ') L.ifr 'tE J/-LY 'JA$2( i",'$i'6 Ai7 04 75, KLEIN FELDER Ponstructi.on Observation Report Project Name V 'Client Project No. 5—01 Project Location _Z5 L 1I 'J.) vZ c' ;. 'Contractor I T Bldg. Permit No. Reviewed by V Date Reviewed Date DFR No._________________ Time Arrived Time Departed , Travel ?TIrn'e Type of Observations ' - fMasonry - - 0 Batch plant E Foundations Concrete ' V 0 Welding Reinforcement Steel 0 Fireproofing T1 Soil 0 Bolting 0 'Pre-Post Tensioned Tendon 0 Metal Decking 0 Other. Documents' Referenced Summary. Oi5jW1) -'L&I/1Afr •Th,kL,/ ?)ILL$ fkM L/'VE A it' ' fc 5rC/-. (,'./Fozc,,v7 A45O )fE'ZL72, Po,Yy- L' jiz H o,igc/ )(14'2'5 7O ( t'v i -Lii.z A 1,4cc'v'5 (O/fYi/s/9 (A)! Th i 'fr At/i) 6fttj tAl A] c4I(1A6. (Ir(z,L A71 (OM P4ci-,c-J - u/e,vA/r IA (",)E.c '2 j€, r Unica. 6 AI 1e Afr(o. flQ/c71ff/ 77. ' 2% Oer, , ruze /)"/D A&A 6Q IAI - L rfrç 4 u.- A1c4 c"A(L (u 4,11) fl4,a,4t '4o 1i2ir Z4)uuz 991 (/A'ct1 (-6A/ra-crz4_ _//1L Wcj7 2 D(.1tf 1LI,r', , iV&2;v 4f 9AfA/ Report items comply E Report items incomplete 0 Report items comply wit hVj~ons V V Acknowledged by _7' ,d , 9 /9,Ak ft) Kleinfelder Representative Signature Representing Page of _____ ' Kleinfelder Representative Print Name ' V El Report items comply El Report items incomplete El Report itèr Acknowledged by - Representing .#_'-,'/7 07 77- Page of IiKLElNF.ELDER , Construction Observation Report Project Name Uôt d / 91 Date _/ Client: Project No. bFR No. Prbject Location 2ó_&__4?fAt_ Cool - - Time Arrived 0200 Contractor _5fi1f"1T Bldg Permit No 9bQ Time Departed Reviewed by Date Reviewed Travel Time / Type of Observations, 'Masonry E Batch plant El Foundations ' El Concrete Welding Reinforcement Steel El Fireproofing. El Soil El Bolting El Pre-Post Tensioned Tendon El Metal Decking El Other Documents Referenced Summay. OrC('7T. (77/ 417) ;2 EAST (- • . 4cJ) c/Ve.i) 42?,Z ('-f/Z) F;o7-'f c /A/ V • . V - V -- 7,icr2— . 73o c X, f7,ir or : VT)• .? Wci...pHirc, tu(L. Pbt'.( jjZ (A. S,'jC .1it.T1,4C4/I C 777/9 T)o/ /-( i/L' /OE TI.- 75109 _IX '/o . a a k9 Construction Observation Report Project Name Date Client Project No. - 55 ON - DFR No. I—,—. Project Location (.O -Tk L4-' Time Arrived ',2 Contractor_ Bldg Permit No 'ILJ p °'? Time Departed Reviewed by Date Reviewed _____________________ revetTime ' C) Type of Observations LI Masonry LI Batch plant LI Foundations LI Concrete LI Welding LI Reinforcement Steel LI Fireproofing - LI Soil LI Bolting LI Pre Post Tensioned Tendon LI Metal Decking LI Other Documents Referenced - DISTRIBUTED SEP2519b LI Report items comply LI Report items incomplete LI Report items comply with exceptions Acknowledgby Kleinfelder Representative Signature Representing —4c¼/T $7 C P ___ 7L -j age........, 0 Kleinfelder Representative Print Name 4 • 4 4 -. - • * 4 I -, • 17 1 K I El NF ELDER I I Construction Observation Report -. .. • .4 - 4. -- . 4 _, . - • - . 4 1 -. -- . • • Project Name Date Client Project No \ --'SS DFR No Project Locatidn?-_'S 4_ LA Time Arrived Contractor Bldg Permit No °\ Time Dparted Reviewed by * Date Reviewed - - Travel Time - 4 -•- - Documents Referenced - - - - . -- .-, _. * •• . * . - •. •- 4_' . * - - - * - - Summary J_-- '- c,- -4!5 eçrrek, 1 •. .• - - v c (CA o -' .\Lk - --- -: 4'., , • o ee.reL3LAL 4* 4 4 4' -- Li4- - 04 -JL- LkL-- :TT T LI Report items comply LI Report items incomplete E] 'Report items comply with exceptions 4 Acknowledged by -4'---.---ci--------- - leinfelder Rep!èsentative Signature - . - • • Representing /i4'L - . . . . - . • •, -- Ih. Page__of Kleinfelder Representative-Print Name ** . (9193). - 4' - a .. - - - - - - 4 . * - * , r - • '. . 7 L- - - 9• - a . V 9. 4 -'V .. -- IIE1KLEINFELDER • Construction Observation Report Project Name b Date 4 O rel Client Project No. 'V 2 S S'V \ DFR No. V V Project Location C -\. c _a-.t Le..-A L-&, -k-a Time Arrived '1 4 Contratór_,dc—'* Bldg: Permit , Time Departed -V -, •V'V 9 Reviewed by ' Date Reviewed - ' Travel Time DoOuments Réferened V V V •V V V V V :. , V * •_V • VT L Summary. O1) s o< Q - V - V , s p V • 'F__ \ '1 V c \i e - V - V V V •V V VV •V ' , •V.V V V VVV VVV• VV * V V -. :. - •- - -. -. - . -- V -.c .•' "El Report items comply El Report items incomplete El Report items comply with exceptions - V __VVVV___4L_V__ * a * •V - •VV ' -. - V V V V Ackn6wl edged by - V " >-f '• . V * * ' 'Kleinfelder Representative Signature. -- . Representing ..age__ 0 ____ 'V .-.- :- V • - kleinfelderRepresentativePnntName 4 4 KLEIN FELDER ,- Construction Observation Report Project Name s k Date - Client Project No. 1Y\ DFR No. Project Location - i\ L—.-- Lt-e'.. (e.—' i 'SL L4-, Time Arrived I Contractor Bldg Permit No. Time Departed Reviewed by Date Reviewed Travel Time \' Type of Observations LI Masonry LI Batch plant -' Li Foundations Li Concrete Li Welding [I ReinforcernentSteel . * . LI Fireproofing- - Li Soil Li Bolting Li Pre Post Tensioned Tendon Li Metal Decking Li Other .4 4..•'_•_. . Documents Referenced Summary _\__ --\ (L - .Q C —L FE \ S 4L çw . 'cr I - • Li Report items comply Li Report items incomplete Li Report items comply with exceptions Acknowledged by E~4 4' ?5i C Kleinfelder Representative Signature Representing -, - C - k Page of _____ • . . . -. . Kleinfelder Representative Print Name -1 (9/93( - • - . . - -' . . S . 5 - .,.-..,.i,., •.'' . -. - 's Z.'4 , S - - - 5' K.LE'I N FE L D ER çonstructionObservation Report Project Name ____________________________________________________________ Date -_ —: Client - 7. Project No.'_" '-YL' S' ' D F R No.'_4 y ProjectLoation _\ _Ac4_i. - Lç-' TimeArrived 1" Contractor Bldg Permit No Time Departed "Reviewèd by '• Date Reviewed Travel Time - S . 4 . -_•'. " . . . '..-. ' 5'- - 4 - . : - 1 7 •S • 5 ._5 •-. -. Type of Observations Li Masonry Li Batch plant Li Foundations Li Concrete - - . - - E Welding . LI Reinforcement Steel * . . Li 'Fireproofing - El Soil - 7 Bolting . -Li Pre-post Tensiond -Tendon 'Li Metal Deking5 ',. Li Other Documents Referenced - 5* -n -, 5 5 .-•' 7 --7 Summary 0 - c -e ituL ' -- P Lk C\OLJ - . ' 7 - . ' . - . . 5. ¶7 • '5 4 - 54 ' - - _ - K 7 •5 5 ' - - -. -. -, ' __5. '4 5 - . 4 -- . . . .• • - .--. . . ' 5, - 7 . . . - .45 4. •' -'• - b 4 - '5 * 5 4 . 5- . •. 5•...! •_ - . 'S - LI Report items comply . Li Report items incomplete Li Report items comply with exceptions -- -, • . -. ' . 1' Acknowledged by Kleinfelder Representative Signature . . - Representing __ S . - • S - Page of Kleinfelder Representative Print Name -, 7 5 •7 ,S' •.. . . -5 1*. -- - - F-i (9/93) '. . 5 . 5 4. .. - -.,t$." .. - :-:4t'•.'7. • • S - 5. I. ...-. -. - IEIffI(NFELDER Construction Observation Report '-• . j ;; ,.;. . QV — Project Name __________________________________________________________ Date Client Project No. S 0 DFR No. Project Location () (L.&.4A. c_4. Time Arrived Co'n'tractor Coactor_ Bldg. Permit No. O ,- Time Departed (a Reviewed by -, Date Reviewed Travel Tim 7V t / - 1 Pe bn ':M - -:atch Plan - - - 9ncrete i A 3 LI Welding LI Reinforcement Steel LI Fireproofing LI /sou L1BIting '\ LI Pre-Post Tensioned Tendon L1 Metal Decking LI/other Documents Referencild --S I S . I Summa '- L-€ ----k ...... v: -• - I :.. -.. - - c A— uJ I % \ -& 4- • k- - e O•\ L' J-.0k k (L-*3( p • •• I cc-o____' La '••J ••.:•j... - A -- - . A.! . - I. --- II i fl)S 1 -;o ________ S( r LI RepmoThpIy LI Report items incorne' LI comply witii Acknowledged by - -- ••-•. - 380 • Kleinfelder Representative Signature Page 6 - g ____ __"-_.--- -. - F.1,(9/93) • - - 5 Kleinfelder Representative Print Name 8 C - -.--.•-. 1-.. . - EsGil Corporation '.. Professional Plan Review Engineers I , DATE: July 29, 1996 . . . . APPLI NT JURIS. D FIRE JURISDICTION: Carlsbad. . .El . EVI EWER El FIL'E PLAN CHECK NO,.:, 96-939 . , SET: III •., . . PROJECT ADDRESS 2560 El Camino Real PROJECT NAME: Vons Remodel and Addition: . . .' . . . . . The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** 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. El The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted fora 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. 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: . Esgil Corporation staff did not advise the applicant that the plan check has been completed.. ' Esgil 'Corporation staff did advise the applicant that the plan check has been completed. Person contacted Date contacted:' ' (by: ., ) . Telephone #: . MARKS: !.The architect or engineer of record shall prepare an inspection program which tL19.ãfl be submitted to the building official for approval prior to issuance of the building permit.. 2 ', Obtain approval from the Health Department. 6. Applicant to replace the following sheets from the, OWN ER'S set II: S-3, PA AC-1, 2, 34;?'nd E-1, 1.1,2,3,4,4.1,4, 5,7, 8,9. By: Abe Doliente, ' ' ' '. Enclosures: • . . Esgil Corporation GA 0 CM 0 EJ 0 .GP 0 PC 7/29/96 ' 0 • trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 •, (619) 560-1468 • Fax (619)560-1576 EsGiI Corporation Trofessioña(fPlan Review Engineers - - DATE: July22, 1996 •- S APPLICANT -. -: U FIRE JURISDICTION: Carlsbad U PLAN REVIEWER U FILE- . PLAN CHECK NO.:.96-939 SET II PROJECT ADDRESS: 2560 El Camino Real - PROJECT NAME:Vons Remodeland Addition , The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdictioh's codes. - The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies)dentified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed checklist al-id 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 submitthd for recheck., S : 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: Branko Prebanda * : 911 Studebaker Rd., Long beach CA 90815 . - • Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed PersonL contacted: • - - - .• S Date contacted (by ) Telephone # REMARKS By Abe Doliente Enclosures - Esil Corporation S - • GA D CM U EJ D GP fl PC 7/11/96 trnsmtl dot 44. - - • •• • 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (619) 5607-1468 • Fax (619) 560-1576 S • S • 4 - I - - - JURISDICTION: Carlsbad ' PLAN CHECK NO.: 96-939 PROJECT ADDRESS 2560 El Camino Real SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 7/11/96 July 22, 1996 REVIEWED BY Abe Doliente FOREWORD (PLEASE READ) t - 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. -Ydu may haveother 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. A. Please make all corrections on the original tracings Wand submit two new sets of prints to: ESGIL CORPORATION B 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 C 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 -- - I ] - D Please indicate here if any changes have been made to the plans that dare 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 ONo I' • Carlsbad 96-939 II July 22, 1996 2 Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code Check final sets of plans for signatures 33 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. PleasereSiiewSection 10635 35 Show the required purlins between grid lines A & B and F &G (5-1/8" X 21" GLB with C = 2-1/8") as called out in the revised structural calculations SEE THE ATTACHED ELECTRICAL, PLUMBING AND ENERGY CORRECTIONS 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 Abe Doliente at Esgil Corporation Thank you ELECTRICAL PLAN REVIEW 1993 NEC PLAN REVIEWER Eric Jensen .1.. Show locations of the following electrical panelboards on the plans, NP1 and NL I found panel NL Is Panel NPI the same panelboard as Panel NP' I couldn't final schedules for euther 2 Include on the electrical plans the reuirements for a ," Refrige ration Room" as noted on page F-8 of the Tyler Refrigèration'plans,.Notes 1, 4, and 5. Show the lighting and required switches on the electrical floor plans Lights, switches, and new exhaust fan 9 3. 'is the existing,. electrical system, "MCC-P" 'rated to handle the additional : compressor loads as shown on the plans? Motor loading onlyl is approximately 790 amperes of FLC that will be fed from an 800 ampere switchboard with 800 ampere feeders The NEC requires 125% of largest motor FLC for feeder calculations as well as short-circuit/ground fault feeder overcurrent device calculations to include the largest motor SC/GE device sizing The sizing of the feeder conductor and feeder overcurrent device does not appear to be addressed on the electric drawings S • . 'S.. S . S . S - - - --S - S. • .5 . S - I Carlsbad 96-939 II July 22, 1996. 4. Provide roof electrical plan. Include rooftop equipment and GFCI protected -: convenience outlets. Missing GFCI protected convenience receptacle f adjacent to AH-1. Note: If ybLi have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468.To speed the review process, note on thislist ( or a copy)' 'where the corrected items have been S addressed on the plans PLUMBING, MECHANICAL AND ENERGY CORRECTIONS r .• JURISDICTION: Carlsbad DATE: 7/22/96 . - - - .., '.•• . 4 • PLAN REVIEW NUMBER: 96-939 - SET: II PLAN REVIEWER: Glen Adamek S 10 The City Building Department to review the evidence of Health Department approval. . PLUMBING (1994 UNIFORM PLUMBING CODE) 14 Detail the required listed reduced pressure principle backflow preventer as, protection of water connection to carbonator.; Not the vacuum breaker as,shown . on sheet R.4 for the Drink Dispenser. UPC, Section 603.3.12 15. Each room provided with a kitchen exhaust system shall have air éupplièdto the room equal to the amount of air to be exhausted. The exhaust and nake-up air - systems shall b connected by an electrical interlocking 'switch. UMC, Section 402.4 Correct the Wiring Diagrams on sheet AC-4 to match the notes in HOod S - Calculations on sheet AC-3. . . S - S.. V 'V .. . S • ENERGY CONSERVATION..' V V 16. -, Provide plans, calculations and worksheets to show compliance with current V energy standards. Provide the completed ENV-, and MECH- forms showing - energy compliance. The ENV-2, ENV-3, MECH-2, MECH-3, and MECH-4 fdrms V are missing. 17:1 On the plans clearly s.hothe wall and -roof insulation Iocation, thickness, and V R-values, as per.the energy design. - • V, • ••. ... V V S 'S • S •5 - * V • -, - -' V 5,-V S • ' - S • EsGil Corporation Professional Plan Review Engineers DATE: June 12, 1996 El APPLICANT JURIS.' U FIRE JURISDICTION: Carlsbad AN REVIEWER U FILE PLAN CHECK NO.: 96-939 SET: I PROJECT ADDRESS: 2560 El Camino Real 0 PROJECT NAME: Vons Remodel and Addition El The plans transmitted herewith have been corrected where necessary and substantially comply .with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's ********• 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. . . 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:. Branko Prebanda . 911 Studebaker Rd., Long Beach, CA 90815 . . . • Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant, that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: REMARKS:• By:. Abe Doliente Enclosures: Esgil Corporation GA J CM • EJ D GP fl PC 5/29/96 . trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 96-939 June 12, 1996 PLAN REVIEWSCORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 96-939 . ' JURISDICTION: Carlsbad OCCUPANCY: M USE: Store' TYPE OF CONSTRUCTION Ill-N ACTUAL AREA 46,857 SF ALLOWABLE FLOOR AREA: 48,000 SF, , STORIES: 1 + mezz. HEIGHT SPRINKLERS? Yes OCCUPANT LOAD 1,033 REMARKS DATE PLANS RECEIVED BY + DATE PLANS- RECEIVED BY JURISDICTION: . . . . ESGIL CORPORATION: 5/29/96 DATE INITIAL PLAN REVIEW PLAN REVIEWER Abe Doliente COMPLETED: June 12, 1996 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 item's 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 40 TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw dot Carlsbad 96-939 Juñe 12, 1996 1.. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego CA 92123, (619) 560-1468 or to the jurisdiction's building department 2. Plans and calculations shall be signed by the California state licensed engineer. or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed Business and Professions Code 3 UBC Section .107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator,' fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. . In areas where the occupant load exceeds 1,000 four, exits are required. See . Table 10-A. The fourth exit seems to serve only the second floor. Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations Section 1005.7. Detail 5 on sheet A-7.0 of the plans does not meet a one-hour assembly. ELECTRICAL* PLAN REVIEW 1993 NEC • PLAN REVIEWER: Eric Jensen . 6 Show locations of the following electrical panelboards on the plans, NPI and NL. . 7 Include on the electrical plans the requirements for a "Refrigeration Room' as noted on page R-8 of the Tyler Refrieration plans, Notes 1; 4, and 5. Show the. lighting and required switches on the electrical floorplans 8 Is the existing electrical system, "MCC-P" , rated to handle the additional compressor loads as shown on the plans? Motor loading only is approximately . 790, amperes of FLC that will be fed from an 800 ampere switchboard with 800 ampere feeders. The NEC requires 125% of largest motor FLC for feeder calculations as well as short-circuit/ground fault feeder overcurrent device calculations to include the largest motor SC/CF device sizing Carlsbad 96-939 June 12, 1996 9. Provide roof electrical plan. Include rooftop equipment and GFCI protected convenience outlets. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above 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 10 Provide evidence of Health Department approval 11 Each sheet of the plans must be signed by the licensed designer. • PLUMBING (1994 UNIFORM PLUMBING CODE) Provide complete gas line plans and calculations, showing pipe lengths and gas demands UPC Section 1217.0 Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank UPC, Section 510.0 Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. UPC, Section 603.3.1.2 MECHANICAL (1994 UNIFORM MECHANICAL CODE) 15 Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II as per the following: a) Each room provided with a kitchen exhaust system shall have air supplied to the room equal to the amount of air to be exhausted. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC, Section 402.4 Correct the Wiring Diagrams on sheet AC-4, to match the notes in Hood Calculations on sheet AC-3. Carlsbad 96-939 June 12, 1996 ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. Provide the completed ENV-, LTG-, and MECH- forms showing energy compliance. The ENV-1 part 2 of 2, ENV-2, ENV-3, LTG-1 part 1 of 2, LTG-1 part 2 of 2, LTG-2, MECH-1 part 2 of 3, MECH-1 part 3 of 3, MECH- 2, MECH-3, and MECH-4 forms are missing. . On the plans clearly show the wall and roof insulation locations, thickness, and. R-values, as per the energy design. . Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). Show bi-level lighting controls as per Title 24, Part 6, Section 131(b). Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131(c). . 21. The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans. The ENV-1 part 2 of 2, LTG-1 part 1 of 2, LTG-1 part 2 of 2, . MECH-1 part 2 of 3, and MECH-1 part 3 of 3, forms are missing. Complete energy plan check will be done when complete corrected energy designs are provided. • Note: If you have any questions regarding this 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. MISCELLANEOUS Exit through a storage is not allowed. Check the exiting for the mezzanine. . Provide a fully dimensioned site plan drawn to scale. Show north arrow, property • lines, easements, streets, existing and proposed buildings and structures. 25. Clearly designate any side yards used to justify increases in allowable area based on Section 505. • • . • 26. 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. • Carlsbad 96-939 June 12, 1996 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. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 Provide a letter fromthe soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soils report). Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: (when required by the soils report). The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." 32. Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2105.3. 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. Complete and recheck all the callouts and cross references to the details. Structural calculations for the purlins between grid .lines B & F and the ones shown on the plans do not agree. Please clarify. Refer to sheets R-7 and R-8 of the calculations and sheet S-2.0 of the plans. • Recheck the reinforcements shown for the wall pier at grids 6B and 6F. Refer to. sheets W-6 through W-1 3 of the structural calculations. 37. Revise the column and footing scheduleto show the base plate for the 6" dia std + column to be 12" X 12" X 1-1/8" as called out on sheet C-4 of the structural: calculations. Carlsbad 96-939 June 12, 1996 38. : Show the correct column, footing and base plate sizes for the column at grid 4G as called out on sheet C-10 of the structural calculations 39 Show drag member 2 C 8 X 11.5 as called out on sheet L-4 of the structural calculations 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: Yes L3 No L3 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 Abe Doliente at Esgil Corporation Thank you 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. . REMODELS ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, ' that building, or portion of the building affected is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply only to the area of specific alteration,. repair or addition and shall include Carlsbad 96-939 June 12, 1996 a) A primary entrance to the building and the primary path of travel to the area in question. and include the following items which serve the area in question Sanitary facilities Drinking fountains Public telephones 4 5. 7 SITE PLAN REQUIREMENTS C Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per.Section 1127B.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and handrails, etc. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international. symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B.5.7 and 1127B.3. . DISABLED ACCESS PARKING SPACES Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, (or at existing facilities where a change of occupancy occurs). Per Table 11 B-7 the minimum number of spaces is: I for each 25 spaces up to 100 total spaces. 1 additional space for each 50 spaces for between 101 and 200 total spaces; 1. additional space for each 100 spaces for between 201 and 500 total spaces. For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is required For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces. Revise site plan to show that the accessible spaces are located, per Section 11298.1 as follows: On the shortest possible route to an accessible entrance, when serving a particular building. On the shortest route of travel to an accessible entrance of a parking facility. C) Spaces are to be dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking (i.e. strip centers). Revise site plan to show that accessible spaces comply with Section 1129B.4.1 as follows: Single spaces shall be 140" wide and outlined to provide a 90" parking area and a 50" loading and unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 230" area with a 50" loading zone between each 90" wide space. Each space is to be a minimum of 180" in depth. . Revise plans to show that at least one in every 8 accessible spaces are served by an access aisle ~!96" in width and designated as VAN ACCESSIBLE, per Section .11298.4.2. All such spaces may be grouped on one level of a parking structure. . . . ... Carlsbad 96-939 June 12, 1996 8. Show on the site plan that accessible space(s) are to be located such that disabled persons are not required to wheel, or walk, behind parked cars other than their own, per Section 1129B.4.3. 9. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 1129B.4.3. . 10. Show or note that the maximum slope of the parking surface at the accessible space, in any direction, is :~1h" per ft (2.083%), per Section 1129B.4.4. The maximum slope at the passenger loading zone is to be :Q%. 11. Show or note onthe. plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: A profile view of a wheelchair with occupant in whiteon dark blue background. The sign, shall ~!70 in in area.' C) When in the path of travel, they shall be posted ~!80" from the bottom of the sign to parking space finished grade. . . d) Signs may also be centered on the wall of the interior end of the parking space ~t36" from the parking space finished grade, ground or sidewalk. e) Spaces complying'with Section 1129B.4.2 shall have an additional sign "Van-Accessible" • mounted below the symbol of accessibility per Section 1129B.5. 'f) ' In addition, each accessible space is required to be marked with the international symbol of accessibility. • . ' . 12. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance' to off street parking facilities, or immediately adjacent to and visible from each stall or space. The • ' sign shall be ~17" x 22" with lettering nOt !~1" in height. Per Section 1129B.5 'required wording is as . follows 'Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning ' 13. Where passenger loading zones are provided, at least one vehicle access route from site entrances and exits shall have a vertical clearance of ~114", per Section 1131 B.2.. • 14. ' Provide a passenger access aisle, 60" by 200", adjacent and parallel to the passenger loading space, per Section 1131 B.2.1. . CURB RAMPS 15: Revise plans to show that curb ramps shall be constructed at each corner of a street intersection or ' • where a pedestrian way crosses a curb, per Section 1127B.5.1. 16. Plans shall show that curb ramps are ~:48" wide with a slope of :~1:12 (8.33%), per Sections 1127B.5.2 and 1127B.5.3. The lower end of each curb ramp shall have a %" lip beveled 450, per ' Section 1127B.5.5. ' ' • 17.' ' Revise plans to show that the landing at the top of the curb shall be level and 2!48" depth for the entire width of the curb ramp, or the slope of the fanned or flared sides is :~1:8 (12.5%), per Section 112713.5.4. • . . • ' ' . ' Show or note that the surface of all curb ramps and the flared sides are to be slip resistant, and contrasting from the adjacent sidewalk finish, per Section 112713.5.6.. , Provide details or note on the plans that all curb ramps have a grooved border 12" wide at the level / surface of the sidewalk along the top and each side approximately /4 o c per Section 11 27B 5 7 -i Carlsbad 96-939 June 12, 1996 20. Show that detectable warnings, extending the full width and depth of the curb ramp, inside the grooved border are to be installed if the slope is ~:1 :15 (6.66%) and :~ 1:20 (5%), per Section 1127B.5.8. These consist of raised truncated domes with a diameter of 0.9" at the base, tapering to 0.45" at the top. Spacing shall be 2.35" o.c. 21. Locate curb ramps to prevent obstruction by blocked cars, per Section 1 127B.5.9 WALKS AND SIDEWALKS 22 If any proposed walks slope ~1 20 (5%) they must comply with ramp requirements of Section 1133B.5, per Section 1133B.7.3. Revise plans to show or note requirements. Walks along an accessible route of travel are required to be ~!48" minimum in width and have slip resistant surfaces, per Section 1133B.7. 1. Revise plans to show compliance. The maximum permitted cross slope shall be 1/4 per ft., per Section 1133B.7.1.3. Show or note that any abrupt level changes will be :V%" along any accessible route of travel. When changes do occur, they shall be beveled with a slope of !~1:2. Level changes of :~1h" may be vertical. NOTE: If level changes >1/2, they must comply with the requirements of curb ramps. Show that walks with continuous gradients are provided with level areas ~50' long at intervals of 4000" maximum, per Section 1133B.7.6. If grated openings are to be provided in the path of travel, they are to be limited to :~%" in the direction of travel, per Section 1133B.7.2. Revise plans to show, or note, compliance. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Material shall comply with criteria of Section 1133B.8.3.1 through Section 1133B.8.3, per Section 1133B.8.4. . Plans indicate that more than one route of travel is to be provided. Revise plans to show that all routes are to be madeaccessible, per Section 1133B.1.1. ENTRANCES AND CIRCULATION Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps elevators or lifts Section 1120B I Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1114B.1.3. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 11 14B.1.2. . STAIRWAYS AND HANDRAILS Reviseplans to show that handrails are provided on each side of.the stairs, per Section 1133B.4.1. 34. Per Section 1133B.4.2.6, please provide details, Sections or notes to show that handgrip portions of handrails are ~:1Y4 and 1% in cross Sectional dimension The shape may provide an equivalent gripping surface Carlsbad 96-939 June 12,'1996 C) The handgrip portion shall have a smooth surface without any sharp corners 35. Show that handrails are designed to provide a grasping surface (such that to help a person avoid a fall) and: The spacing of brackets shall be :~8 0 The attachment is capable of withstanding ~200# applied in any direction, at any point on the rail. 36 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 1133B.4.4, as follows: At least 2" wide. Placed parallel to and not more than 1 from the nose of the step or landing C) The strip shall be as slip resistant as the other treads of the stair. 37. Note that all tread surfaces comply with Section 11 33B.4.4 as follows: Be slip resistant. Have smooth, rounded or chamfered exposed edges. Have no abrupt edges at the nosing. Nosing shall not project ~!11/2 past the face of the riser above Risers shall be sufficiently solid to prevent the passage of objects (i.e. open risers are not permitted). 38. Show that handrail which project from a wall shall have a space of 11/2' between the wall and the rail. Handrails may be located in a recess (:Q" deep) extending ~:18" above the top of the rail, per Section 1133B.5.5. 39. Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical distance between landings, structural design and safeguards are permitted by the State of California, Division of the State Architect, Access Compliance Section, the Department of Industrial Relations, Division of Occupational Safety and Health, and any applicable safety regulations, or other administrative authorities having jurisdiction. 40. If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and exit from the lift See Section 3008 for specific requirements . SINGLE ACCOMMODATION FACILITIES 41. Revise plans to show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.7.2. The space is required to be a) ~30" x 48". • • b) ~!60" diameter. . • c) AT-shaped space as shown in Figure 11B-12(a) and (b). • d) Doors are not permitted to encroach into this space. • • • 42 Revise plans to show, or note that ~1 % of lockers provided are accessible per Sections 1115B 6 4 for either a) The public Carlsbad 96-939 June 12, 1996 b) Clients. : c) Employees. . . . d) Members or -participants. e) A path of travel ~!36" in clear width shall be provided to those lockers. SIGNAGE . Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. . . GROUP M OCCUPANCIES . 45. Show or note that the proposed general sales, display and office areas are accessible, per Section 111 OB. 1,asfollows: Work stations are located on accessible levels. . The customer side of sales or checkout stations are accessible. . . C) Employee work areas are sized and arranged to provide access to employees in wheelchairs: d) Checkstands shall provide: I) A 36" aisle on the customer side of the checkstand. ' Where quick checkstands are provided, ~!1 shall be accessible. • Where regular checkstands are provided, the number of accessible checkstands • •• • shall be as follows, per table 11 B-2: • . • ~!1 but !~4 regular total- 1 accessible. • .. • ~:5 but :~8 regular total = 2 accessible. C) ~:9 but !~15 regular total 3 accessible. • • d) >15 regular total = 3, + an additional 20%, accessible. e) Accessible checkstands shall provide 'a clear check-out aisle width of 36" with an adjoining counter :Q8" above finished floor. Note that they.will always be open and be identified by a sign clearly visible to those in wheelchairs. f) In existing buildings: i) ~1 check-out aisle shall be accessible for :~5,000 ft2 of selling space. • ii) For >5,000 ft2 of sales area, the number of accessible check-out aisles shall be equal to that required for new construction. • g) All circulation aisles and pedestrian ways shall be sized according to 'functional requirements and ~36" in clear width. • h) At shopping cart theft prevention barriers, 32" clear passages shall be provided at each • • entrance. . Carlsbad 96-939 - June 12, 1996 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 96-939 PREPARED BY: Abe Doliente ,DATE: June 12, 1996 ., BUILDING ADDRESS:, 2560 El Camino Real • BUILDING OCCUPANCY: M :' TYPE OF CONSTRUCTION: Ill-N BUILDING PORTION • BUILDING AREA (ft.2). VALUATION MULTIPLIER VALUE ($) Addition 19,710 SF per city Remodel 27,147 SF per city Air Conditioning Fire Sprinklers TOTAL VALUE 'Per city 1,686,852, U 1991 UBC Building Permit Fee Li Bldg. Permit Fee by ordinance: $ 4,913.50 1991 UBC Plan Cheäk Fee Li Plan Check Fee by ordinance: $ 3,193.78 , Type of Review: ' • Complete Review El Structural Only j Hourly - fl Repetitive Fee Applicable El Other: • • ' Eégil Plan Review Fee: $ 2,555.02 Comments: • Fire Services Review: - Li Complete Review Li Suppression System, Li Fire Alarm Li Other: , Esgil Fire Services Review Fee: • , $ Comments: - I • 5 4 4 4 ., --'V V •V • V• V. s*-.4' V V VV.4 • 4V•. .t * 4 - -. -; 4 -V ,4 - •,_VV '• •V 4 V ?' . '. - - .5 - V.. • V V , 4 , '4. j . itgr.Vdf..:.C.a.rIs bza.d I 4. % •.t!II.dI.I.lDI].1111IIt4IlU V •V 4 V V : V ' .• BUILDING PLANCHECKCHECKLIST V DATE:---t 9(, V V. t V BUILDING ADDRESS:.. t' /-_ .• ' V V V V V PROJECT DESCRIPTION: V V V ASSESSOR's PARCEL NUBER / 7 EST VALUE____________ M ENGINEERING DEPARTMENTY 5. DENIAL -. -. APPROVAL V Please see the attached report of deficiencies marked '. S S V V - V V t The item you have submitted for review has been with 0 Make necessary corrections to plans or approved The approval is based on plans information spcifications for compliance with applicable codes and and/or specifications provided in your submittal standards Submit corrected plans and/or specifications therefore any changes tothese items after this date to this office for rev!ew 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 By Date result in suspension of permit to build V .- V 4 •, .. V By D ' * U A Right-of-Way4 permit is required priori to ate construction of the following improvements 4. 1 By: Date I'. V V -, -V.- •,V • -4_ . . V V V V V V V V 4.'- • V V 51 V V * V 44 V. V V V V V •_V4VV.. V.' ATTACHMENTS, V . V V. V4 • VVVVVV4VV V V. •, 4 ENGINEERING DEPT.CONTACT PERSON .4 .. .s • 4. ri U Dedication Application,.,, .. EVV V V ,- 1—i .41 L.J Dedication Checklist r r—i U Improvement Application 4 Improvement Checklist EFuture Improvement Agreement 4' City of Carlsbad Vt -. V Gradir\g Permit Application V, V,ADDRESS:2075 Las Palmas Dr., Carlsbad, CA 92009 . V . V Vr__1 V .4 V . V V .4 ••VV V V 3V_. U Grading Submittal Checklist - V V • '. PHONE (619) 438 1161 Ext. .V E Right of Way Permit Application El 4V'4 Right of Way Permit Submittal Checklist 174 44 V4 --4 and Information Sheet ' VV - V •.V, -- • -. L_J Sewer Fee Information Sheet VV•V V4l 51 .V - VVVj . . - V 4 V A 4 V -V 4 - V -• V , , • V V - •.' ,c - V - - . V•V4 t -- - ,. , . .• - V_s_V . V - ' • - V V P:\D0cS\c1jKLST\BP0001.FRM f - REV 04/30/96 (619) 438-1161 • FAX (619) 438-0894 2075 Las Palmas Dr • Carlsbad CA 92009-1576• 4 - 44454 .4 BUILDING PL NCHECK CHECKLIST S SITE PLAN 5 0126d -,l 3rd,/; 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Easements Existing & Proposed Structures E. Easements 0 0 Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 0 :2 Show on site plan: 5, • Drainage Patterns • C. Existing Topography • Existing & Proposed Slopes 0 3. Include note: "Surface water to be directed away from the building foundation at.a 2% • gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. • S On graded sites, the top of any exterior foundation shall extend above the elevation S • of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent0 (per 1990 UBC2907(d)5.). U//[:] 0 4. Include on title sheet • •:• • Site address 0 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. • 0 • • EXISTING PERMIT NUMBER DESCRIPTION 0 P:\D0CS\CHKLS7\BP0001.FRM Page 1 of 4 REV 04,W/96 t BUILDING PLANCHECK CHECKLIST c DISCRETIONARY APPROVAL COMPLIANCE 2ndV 3rdV eEE] 0 5 Project does not comply with the following Engineering Conditions of approval for Project No Conditions were complied with by -Date:, DEDICATION REQUIREMENTS 0 0 6 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 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 Provide the completed application form and the requirements on the checklist at the time of resubmittal Dedication completed by Date:-, IMPROVEMENT REQUIREMENTS 0 0 0 7a 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 Code Section 18.40.040. Public improvements required as follows:-- Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit Attached please find an application form and submittal checklist for the public improvements requirements. Provide .the completed application forfri and the requirements on the checklist at the time of resubmittal Improvement Plans signed by Date P \DOCS\CHKLST\BP0001 FRM Page 2 of 4 REV 04/30/96 - - - - - BUILDING PLANCHECK CHECKLIST 1st,/ 2nd' 3rd,! O 0 0 7b Construction of the public improvements may be deferred pursiant to 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 Improvement Plans signed by: Date 7c. Enclosed please find your Future Improvement Agreement.:Piease return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by Date 7d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent 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 O 0 0 8a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) O 0 0 8b 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 [LYiEE 0 8c No Grading Permit required ' c1t ', t PDocc*1IQsTWoo1 F4 Page 3 of 4 - ,. .--.. -. ... . 1 - - - I * - BUILDING PLANCHECK CHECKLIST / MISCELLANEOUS PERMITS .1s/dv'3rdv' ThD 0 9. A RIGHT-OF WAY, PERMIT is required to do work in City Right-of-Way'nd/or private work adjacent to-the public Right-of-Way. Types of work include, but are not limited: to Street improvements, trees, driveways, tieing into public storm drain, ,sewer and water utilities. . . .. . Right-of-Way permit required for 1 I .. . . . A1 separate Right-of-Way permit issued by the Engineering Department is required for the following . . _• . . - El 10. A SEWER PERMIT is required concurrent with the building permit issuanôe.l. The fee . is noted, in the fees section on the following page. •. . .. - - El 11. INDUSTRIAL WASTE PERMIT is rquired: Aplicant must complete Industrial Waste. -. Permit Application Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by:'--` Date - I .'; • . -. I -' . - . • 'I - •- . S. - - -c:- . . - • •- •. : - - . * - . -I. • . -• - H • - - P:\DCcS\CHIQS1\BOO1.FRM - - -. - Page 4 of 4. . • v ooige . • . '• PLANNING DEPARTMENTV BUILDING PLAN CHECK REVIEW CHECKLIST Plan CheckNo. CB 46-.959 Address -J?50 Planner Van Lynch ' Phone (619)438-1161 ext. 4325 V (Name) APN Type of Project and Use COd4f1c,'A_&pcP,Oifto.i) Zone C-2- Facilities Management Zone CFD (in,16d# V 4 •V V cñet (If property in, complete SPECIAL TAX CALCULATION V V V WORKSHEET provided by Building Department) V V V •. : - Legend gItem Complete item Incomplete - Needs your action '4 0 Environmental Review. Required YES NO TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required YES NO TYPE - A b ii,i) APPROVAL/RESO NO DATE PROJECT NO V OTHER RELATED CASES: V _• __'•.V Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval O California Coastal Commission Permit Required YES- NO A DATE OF APPROVAL San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108 V • 9) 521-8036 V • - • V V • , ,' V Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 IncIusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993). Site Plan: EB'iJ 0 Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical - lines. 0 0 N Provide legal description of property, and assessor's parcel number. Zoning: EIY'I 1. Setbacks: 0 1' Front: Required Shown Int. Side: Required Shown Street Side: Required - Shown Rear: Required Shown 0 2. Lot Coverage: Required Shown.______________ 0 Height:. Required Shown S 0 Parking: Spaces Required Shown Guest Spaces Required . Shown 0 0 ' Additional Comments____________________________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER U DATE .1 K:\ADMIN\COUNTER\PLANCK.FRM 1-17-96 (oB3cc7 PERMIT APPUCATION City of Cartsbad BuiLding Department 2075 Las Patmas Dr., CarLsbad, CA 92009 619 438-1161 PERMrr TYPE PLAN CHECK NO. Nll 2&1LJL .. 505/28/96000 1 .02 -PRMT 2400.00 Net Loss/Gain of Dwelling Units PROJECT INFORMATION ... FOR OFFICE USE ONLY - Address Building or Suite No. \J,4 —( tr7rc 2e i# . Nearest Cross Street '. . .. 02 Energy Calcs R2 Structural Cabs 02 Soils Report Dl Addressed Envelope- DESCRIPTION OF WORK ki I I # OF BATHROOMS NAME (last.name first) ADDRESS T..- ci L.t6 4-/ STATE A ZIP CODE DAY TELEPHONE ij4'4 NAME Oast name first) %/s4, c-( ADDRESS CITY ai,A STATE ZIP CODE '7L957 DAY TELEPHONE 7L7 NAME (last name first) ,3 ,4?rJ- ADDRESS .- CITY STATE ZIP CODE DAY TELEPHONE NAME (last name first) DDRESS CITY .44"ZI77,'. 151 414,(46 STATE -A ZIP CODE O7o DAY TELEPHONE 3i ) C' 4.s STATE UC. LICENSE CLASS B CITY BUSINESS LIC. # 4-is iv DESIGNER NAME (last name best) ADDRESS - CITY STATE ZIP CODE DAY TELEPHONE STATE LIC; # 7. WORKERS' CX)MPENSATION Workers Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director ot Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the -Director of the insurer thereof filed with the Building Insoection Department (Section 3800, Lab. C). INSURANCI COMPANY,&J, . POLICYNO... . EXPIRATION DATE so as to become subject to the Workers' CompensaVh laws of California. :. .. .....- . - . SIGNATURE DATE -----------------------.-,---.-..-...- .- 0 1, 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.). o 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). 0 I am exempt under Section Business and Professions Code for this reason: (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, commencing 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). SIGNATURE . DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupançired to submit a business plan, acutely hazardous materialsregistration form or risk management and prevention program under Sections 298 2553) or 25534 of the Presley-Tanner Hazardous Substance Account Act? 13YES 13 NO From List I (see back) give code of Permit-Type: --------------------------------------------------------- For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: - •; City of.Carlsbad 96138, Fire Department • Bureau of Prevention Plan Review Requirements Category Building Plan Check Date of Report Thursday, July 25 1996 Reviewed by h Con tact Name: Branko Prebénda - -. . Address 911 Studebaker Rd .. . City, State Long Beach CA 90815 . . . Planning No. Job Name - Vons Supermarket • . . . ... ... .. Job Address 2560 El Camino Real Ste or Bldg No 4 . 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, nust be reviewed by this off ice to insure continUed conformance with".', applicable codes. Please review arefullall commentsattached, as,failurè to domply with instructions in this report can. result in suspension ofpermitto construct or install improvements t4 14 - • . -• t . J Disapproved- Please see the attached report of deficiencies Please make corrections to plans órspecifications necessary to indicate compliance with 'applicable' -- codes and standards. Submit corrected plans and/or specifications to this office for review. .- - T ;' : • .- . For Fire DepärtmentUse bhiv - '.• '..- . Review 1st . 2nd - - . - 3rd________ -. . - OtherAgency ID • CFD Job# 96138 .: File# - .4 . -- • - - . 4 2560 Orion Way • ' Carlsbad, California 92008 '(619) 931-2121 - 3- •• - VtY Consumer Food Protection Plan Check . and Construction Unit OFFICE USE ONLY. - Reudof E06772' . Intake Date 5/28/96 Pad $2750.00 \ Act Code S08 CT 2'98 oi Chk #1033005 . : . . . City/County Cod. .02. - i PLAN CORRECTION SHEET Route Code FAO5/Sundberg Field PC Staff Oath Plan Check #E 47246 EST. NAME 0N'S . . EST. TYPE Market SITE ADDRESS 2560 El Camino Real 1 . . . CITY Clsbad ZIP. OWNER/BUILDER VON'S Companies Inc. - PHONE (818)821-3989 MAILING ADDRESS 618 Michillinda Ave. . CITY Arcad.a ZIP 91007 ...........L..I.. GENERAL CONTRACTOR ; . . .. PHONE START DATE S . ,. Mo/Yr . P/U CONTACTBranko Prebanda PHONE (310) 594-9333 j.PLANS: PLAN CHECKER 1k 4y), 2/tS . DATE //?219,. . . (-e±rcleOne) - . ( 1 (Sigrature) Est. RECHECK FEE REQUIRED: . $________ Time ''.. RECHECK APPOINTMENT DATE ( .5•_ . cC/. / . . .......... .5 . * .- . . . .5. . . .:• . .5 . S..- 5' 5. 5 • . *• .5*.. - . . . . - '. : *•_S__. --------------------------------- ... - •- - - ENV. HEALTH OFFICE (S.D.) EAST CO. ENV. HEALTH OFFICE SAN MARCOS OFFICE 1255 Imperial Ave.-3rd Fir. 151 Van Houten Ave. Ste. B 338 Via Vera Cruz San Diego, CA 92186 -. El Cajon, CA 92020-4429 San Marcos, CA 92069 (619) 338-2222 (619) 441-6666 . (619) 471-0730 DHS:EHS-886(8/91) I .- B&BAssociates.Inc. PAGE OF '/J •trLJQtLJr8I. EEngirErs DATE 1636 Wilshire Blvd. Los Angeles, CA 90017 PROJECT tel: (213) 353-1440 fax: (213) 353-1458 JOB NO. BY - H : Il !II II hIL __ kL,C -H \AY- I' I -r 1:11 II;I 1 1 I i Iu UI - 1HILt t --------- U- 71 I I II II j II - I I TFii -77-7-! I - - II ri' 11 i F III III iT iTh; Th 1 - IiI ---- _I -- - -- - - I - __7_ - -- - - - - - - - - - ----- --- - 4----_ --I'' ----------------------------------------------------------------------------------------........ .... -.... ----------------------------------_j_--------------------------------- -a-- S : •.- . . - - - - .-_------.-_----. 1 - ---- --- _-- -- - -- - -- - - -------------------------------------------------------------------_-- i l l • - ,..i ..SS.. 51 1.1 - . . . . • I.; ____ . ________ i S.,-. ............................................ ...........J.LJ J.J...L -- I -----------1--T_- -_ , i_ I $ . S ......S -- -- I_I_ --------- 1_ - -- - T,:-- ---------------------------------- I f ' --- - IiJ It - - I I I I LLJJLLtL....L:_L_L..:I .LLLi*I_LLJ -- II I - - -- -- 61 B.&B Associates Inc.PACE _____ DATE_____________ I VJfTo3o Wilshire Blvd Los Angeles CA 90017 PROJECT FteI:(213) 353-1440 fax: (213) 353-1458 JOB NO. BY - - DESIGN CRITERIA ---- • ----• - BUILDING CODE . - SEISMIC ZONE ZO14E - - - ----- - I 1 PRESSURE 1H 77 ROOFING ROOF FRAMING - -... .. ... . -i - FLOOR ':TIMBER ALrHoR1ZoNTAr FRAMING MEMBERS and POST SHALL BE D ___ 2.-ALL STUDS and BRACES SHALl.. BE.STANDARD.GRADE D.F..i -_ .. 3..I'J• GLUED LAMINATED SIMPLE.- BEAMS TO BE-24F-V4. and CANTlLEVER.__+_;_-- •.•-.. H ,j+ORC0NTINUOUS BEAM SHALLBE 24F-V8 " -: ---:::-J -" -- 77 .............. . 1:ALL-SBONGRADE/CONT-FOOTINGS/PADS-TO BE MINfc2;500 p.s.L-------- ---H- 2AU. STRUCTURAL CONCRETE TO BE MIN fc=3 000 p s i at 28 DAYS - SPECIAL INSPECTION IS REQUIRED.-......:.- REINFORCING STEEL .................. . - . ........... .... ............ T 1and SMALLER BARS TO BE DEFORMED BARS:ASTM A-61540 KS!: 2.-. #5.and .LARGER_BARSTOBEDEF.ORMED BARS.ASTM A-6 1.560KSI_____________ STRUCTURALSTEEL ......- """ - ..........- .................. - - 1.- ALL STEEL and PLATES SHALL CONFORM TO ASTM A 36 Fy=36 KS! - - - - - - - I.... -2.-PIPE.COLUMNS:ASTMA53. GRADE B.Fy36KSI._.............--..-.-_.__--.._. _... - ............3.- STEEL-TUBES : ASTM A500,GRADE B, Fy=46 KS! .......- - -. - .. - - - - •... -- . ............ - 4.- WELD: E-70XX ELECTRODES. . . ...............- . ..............- ........• - MASONRY• . . . .. .............. - - - .. - . -. . - ..............j: GRADE N, AS C-90 MEDIUM WEIGHT, fm 1,500 psi FULL STRESS--:. - . ......- - DESIGN SPECIAL INSPECTION IS REQUIRED -- .......... 2.- MORTAR: TYPE S....- - .. ....................... - ......- - -- - - -- •_ - -. - - - - 3.- GROUT : fc= 200D psi at 28 DAYS,-ALL CELLS SOLIDGROUT.- -- - •., :. .: . . . . ...... . r ------;-----.......... - ------------------ ___ .............: :---•. . I . . t . .. . . zi B & B Associates Inc. PAGE 7- OF___ JV) t rt. ct L.i r I FE rig i ri rs DATE 1636 Wilshire Blvd. Los Angeles, CA 90017 PROJECT - tel: (213) 353-1440 fox: (213) 353-1458 JOB NO. 1 BY I i7 T 17-7-1 J. 57 71, 1 . - ------- - H----m - - I T jJt = :'iJ-t - -i3 ±F EI-1E- LT4 rH-- - --F - . - ...... - ...... H - -1 - - / ---- - -. . . . - . ............ .. .. ... /---.--.-- /S __ -- - .- . .-..-----..........1-- ......7.................................................--.-.. - I IIzi±iH - --- -- - - -- ------- --a-- 1iiiii1iTi IIIITT - - - -----H----------------- -- -- --- I-------------------- ------- .1 ® © IiIIIIiTEE ® +---..---+. TTrTTT pr- -: B Associates Inc. PAGE _R-\OF t r ct Li r I E--ngintap-rZIS DATE 1636 Wilshire Blvd. Los Angeles, CA 90017 PROJECT tel: (213) 353-1440 fax: (213) 353-1458 JOB NO. BY _Fs - L. 0*5660. rco LAYCCIT 660 1 - - -z 6 6 6 PURUTTS Of 'Jg 88 8 8 — 8 8 8 8 - 8 8 8 2 . 8 II 5 6/MAO IIJ T/6'/* Os LID ,no, ,i40s EJ 8 8 A /66101 LEJ — 6/60 I 610 6 6 26 2 8 8 8 8 8 2 2 8 u 8 11 C-I Iff 1/7 IL S /61650.0 II!] 56/0106/6 6*0 4 1JLJl 6 S. S. • S T. 8 8 8 2 2 8 r i T 1° 1910 910 m rTTTrT TT1 . - B& B Associates Inc. PA i:S trucAur.-a l EErigirieers DATE 1636 Wilshire Blvd. Los Angeles, CA 90017 PROJECT tel: (213) 353-1440 fax: (213) 353-1458 JOB NO. BY --T- --- --4--- tRhki VSFCpt jr: - II ___ -- ------------ --- -- '-...44 -- _____ -71-17 --H----H1- +- - 1-- + - '" TT11 I i!iI TI I Ti iI -----H1- -'- ±*t±t±iL - Film - .. ... . .... \Wp - -- ------—- --- -------±- - uD 4o 1LJ1J::± - - cl- TV U - - --a- \-28 - -- - ------- _ -- _i________ ---- ----- -------- --fl - -- -- - - - ---- ----- -- - ----- -------------- -- ------ ---- ------- -------- ----- ---------------- ------I--- __ -- -------------------- B &B Associates, Inc. 0 . ---.-1636 Wilshire Blvd., Suite. #200 ... . ..os Angeles, CA 90017 . . . . . Date: 05/09/96 Page: ft3 GENERAL TIMBER BEAM DESIGN . . . . Purlin Design Between Grid Line A & B ,&J. - BEAM DATA . SPAN DATA Timber Section 5:1 25x21 .0 End Fixity : . Pin:Pin Center Span = 41.00 ft Beam. Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever 0.00 ft Beam Depth . = 21.00 in Beam Density = 33.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending. = 2400 psi Applied Loads Include Beam Wt. . Le : Center Span = 0.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. - = 0.00 ft APPLIED LOADS . Uniform Load @ Center Span: DL 128.0 plf LL = 160.0 plf SUMMARY 0 USING 5.125 x 21.000 Beam, Bending 68.38%, Shear = 39.90% Max. Pos Mom @ 20.50 ft= 60.52 k-ft Shear: Max. @ Left = 5.90 k Reactions... DL Maximum Max. Neg Mom @ 41.00 ft= 0.00 k-ft ....used for dsgn = 81.86 k Left = 2.62 k 5.90 k Max @ Left = 0.00 k-ft ....AreaReq'd = . 42.94in2 . Right = 2.62 k 5.90 k Max @ Right = 0.00 k-ft Max. @ Right = 5.90 k Max. Allow Moment = 88.49 k-ft ....used for dsgn = 8.86 k Deflections... 0 .fb : Max. Actual = 1927.8 psi ....Area Reqd = 42.94 in2 Center = 71.14 in -2.57 in Fb : Allowable = 2819.1 psi fv: Max. Actual = 82.29 psi .....Dist = 20.50 ft 20.500 ft Fv: Allowable = 206.3 psi ...L/Defl = 430 191 Ck = .811(E/Fb).5 = 19.87 . . . 0 Left = 0.00 in 0.000 in Cs = (LeD/62).5 = 0.00 Bearing Req'd @ Left = 1.77 in ...L/Defl = 0 0 Cf = (12/d) .111 . = 0.94 Bearing Req'd @ Right = 1.77 in Right = 0.00 in 0.000 in L/Defl = . 0 0 V4.483 (C) 1983-95 ENERCALC 0 0 B & B Associates, Inc., KW060220 -'13`&-B Associates Inc 9636WiIshire Blyd., Suite #200 . Los Angeles CA 90017 . . Date 05/09/98 Page -4 GENERAL TIMBER BEAM. DESIGN .. ;.. .. Purlin Design Between Grid Line A & B T LA) BEAM DATA SPAN DATA Timber Section 5:125x21.0 . End Fixity : Pin:Pin Center Span = 41.00 ft Beam Width = 5.125 in. Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 21.00 in Beam Density . = 33.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Applied Loads Include Beam Wt. Le : Center Span = 0.00 ft Fy - Shear 165 psi End Shear Calc'd at Support Le : Left Cant. 0.00 ft Fc - Bearing = 650 psi . - Le : Right Cant. = 0.00 ft APPLIED LOADS . UniformLoad @ Center Span: DL = 160.0 plf LL = 200.0 plf . SUMMARY . USING 5.125 x 21.000 Beam, Bending = 85.48%, Shear =49.87% . Max. Pos Mom @ 20.50 ft= 75.64 k-ft Shear: Max. @ Left = 7.38 k Reactions... DL Maximum Max. Neg Mom @ 41.00 ft= 0.00 k-ft ....used for dsgn 11.07 k Left = 3,28 k . 7.38 k Max @ Left .. = 0.00 k-ft ....Area Req'd = 53.67 in2 Right = 3.28 k 7.38 k . Max @Right = 0.00 k-ft . Max. @ Right = 7.38 Max. Allow Moment = 88.49 k-ft ....used for dsgn = 11.07 k Deflections.. . . . fb : Max. Actual = 2409.8 psi ....Area Req'd = 53.67 in2 Center -1.43 in -3.21. in Fb : Allowable = 2819.1 psi fv: Max. Actual = 102.86 psi ....Dist = 20.50 ft 20.500 ft Fv: Allowable = .206.3 psi ...L/Defl = 344 153 Ck = .811(E/Fb) ^.5 = 19.87 .. . . . Left = 0.00 in 0.000 in Cs = (LeD/62).5 = 0.00 Bearing Req'd @ Left = 2.22 in ...L/Defl = 0 0 Cf = (12/d).111 = 0.94 Bearing Req'd @ Right = 2.22 in- Right = 0.00 in - 0.000 in .L/Defl = 0 0 V4.4133.(c) 1983-95 ENERCALC . . B& 8 Associates, Inc., KW060220 B & B Associates; Inc. 1636 Wilshire Blvd., Suite #200 Los Angeles, CA 90017 Date:.05/09/96 Page: GENERAL TIMBER BEAM DESIGN Purline Design Between Grid Line F &G (J. BEAM'DATA SPAN DATA Timber Section 5:125x19.5 End Fixity : Pin:Pin Center Span 37.00 ft Beam Width 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth 19.50 in Beam Density = 33.0 pcf Right Cantilever = 0.00 ft Lamination Thickness 1.50 in Load Duration Factor. = 1.25 UNBRACED LENGTHS Fb Bending = 2400 psi Applied Loads lnôlude Beam Wt. Le : Center Span = 0.00 ft Fv - Shear = 165 psi End Shear Calc'd at SuppOrt Le :Left Cant. = 0.00 ft Fo -Bearing = 650 psi Le : Right Cant. '= 0.00 ft APPLIED LOADS - Uniform Load @ Center Span: DL = 128.0 plf LL = 160.0 pIt SUMMARY USING 5.125 x'19.500 Beam, Bending = 6406%, Shear = 38.71% Max. Pos Mom @ 18.50 ft= 49.28 k-ft Shear: Max. @ Left = 5.33 k Reactions... DL Maximum Max. Neg Mom @ 37.00 ft= 0.00 k-ft • ....used for dsgn = 7.99 k Left = 2.37 k 5.33 k Max @ Left = 0.00 k-ft ....Area Req'd = 38.75 in2 Right = 2.37 k 5.33 k Max @ Right - = 0.00 k-ft - Max. @,Right = 5.33 k Max. Allow Moment = 76.93 k-ft ....used for dsgn = 7.,99 k Deflections... - - fb : Max. Actual 1820.9 psi ....Area Req'd = 38.75 in2 Center = -0.95 in -2.13 in Fb : Allowable = 2842.5 psi tv: Max. 'Actual - • = • 79.97 psi ...Dist - = 18.50 ft 18.500 ft -• Fv: Allowable 206.3 psi ..L/Defl = 469 208 Ck = .811(E/Fb).5 = 19.87 , Left = 0.00 in 0.000 in Cs, = (LeD/52).5 - = 0.00 Bearing Req'd @ Left - = 1.60 in ...LfDefl = 0 - 0 Cf = (12/d).111 , = 0.95 Bearing Reqd,@ Right, = 1.60 in 'Right = 0.00 in 0.000 in ..L/Defl = 0 , 0 B & B Associates, Inc. S 1636 Wilshire Blvd., Suite #200 Los AngeIes CA 90017 . - . . . Date: 05/09/96 - Page: R- t GENERAL TIMBER BEAM, DESIGN Purline Design Between Grid Line F & G BEAM DATA :SPAN DATA Timber Section 5:125x19.5 End -Fixity : Pin:Pin Center Span = 37.00 ft Beam Width =. 5.125 in Elastic Modulus = 1800000 psi Left Cantilever . = 0.00 ft Beam Depth = 19.50 in Beam Density = 33.0 pcf . Right Cantilever 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Applied Loads Include Beam Wt. Le : Center Span . = 0.00 ft Fv - Shear = 165 psi End Shear Calcd at Support Le : Left Cant. = 0.00 ft Fc Bearing = 650 psi 0 Le : Right Cant. = . 0.00 ft APPLIED LOADS . Uniform Load @ Center Span: DL = 160.0 plf LL = 200.0 plf 0 SUMMARY 0 0 USING 5.125 x 19.500 Beam. Bending = 89.07%. Shear =48.47% . 0 Max. Pos Mom @ 18.50 ft= 61.60 k-ft Shear Max. @ Left = 6.66 k Reactions... DL Maximum Max. NegMom @- 0.00 ft= 0.00 k-ft ....used for dsgn . = 9.99 k Left = 2.96 k .06.66 k Max @ Left = 0.00 k-ft ....Area Req'd = 48.44 in2 Right . = 2.96 k 6.66 k 0 Max @ Right = 0.00 k-ft Max. @ Right = 6.66 k S Max. Allow Moment = 76.93 k-ft ......used for dsgn .= 9.99 k Deflections... - fb : Max. Actual = 2276.1 psi ......Area Reqd : = 48.44 in2 Center 0 = -1.18 in -2.66 in Fb : Allowable = 2842.5 psi fv :-Max. Actual = 99.96 psi .....Dist - = 18.50 ft 18.500 ft Fv: Allowable = 206.3 psi ...L/Defl = 375 167 . Ck = .811(E/Fb).5 = 19.87 0 Left = 0.00 in 0.000 in Cs = (LeD/B2).5 = 0.00 Bearing Req'd @ Left = 2.00 in ...L/Defl = .0 0 0 Cf = (12/d)^.111 = 0.95 Bearing Req'd @ Right = 2.00 in Right = 0.00 in 0.000 in O 0 5 . . .L/Defl = 0 0 . V4.4B3 (c) 1983-9t ENERCALC B & B Associates, Inc., KW060220 0 l S it a .................................... —...-'..-I o......,.__....._4.... - —— ssl 445R ROOF SPAN LOAD TABLE . . .1 - . . - Allowable Uniform Load In Pounds per Lineal Foot (125% Non Snow) L I- .. . DEPTH (114 18 - 18 20 22 - 24 - 26 - 28 38 I } I SPAN IFT) TI. 180 11 IJ80 T.L. 14180 II 180 TI 1180 11 1180 TI 1180 TI 180 20 . 285 557 327 724 370 . 900 41% 1108 453 1325 555 512 1792 517 •7053 21 27.2 486_ 312 637 . 357 801 392 997 431 • 1174 471 1380 488 1601 485 •1830 5 259435 298 562 336 709 374 870 4121044 44 1230 4651429 7 . I ., •.- . 248 285 499 321 630 .358.. 775.. 394932 • 430 • 1100 415 1469 24 238 339 273 cp- 4444 308 563 343 693 377 835 41 987_ 427 1151 427 1323 - I tt L2L_LJ28 j02_.2 6.2_.398j..290. 50 .j._329.. 62.2.6 .70__.38.588_4.9_!07._..6 1.19_ .— I _26 _.. 219 271 252 357 284 45 _I6 _560 . 348 677 380 802 394 938 394 1001 1. •. . I . 1 . to . I -. 4.27__.211 244 ,242 4 32% . 274 409 305 506 335612 366727 379851_ 379 982 - :. .28204 22C_23_90 264370. 294J_a.58._.32 _S55_35. - _00_3 366 89 29 197 199 226 j 263 i 255 336 283 416 312 505 341 60 353 705 353 816 111' _0__.T90.._I81J..21812.39. 2l6_L.306 2741 379._.3o:.8.l329_59 4164_4l • 746 . ...... I .- 4. 1 i T79'165)24 L__32 I .L 230 255 25LIlL_28. •386309 .7.87..j 183 216_i. 23 I_246.j_2_.......?L .58.29924_j.9 . T7T 34 204 I 2I? 268 260 32L 288390 30' 460 301 534 .*— L.._ 'r- I ... 4 - J82_4_183J.29L1.228_._23.lJ_?L6._ _256_33_.281..38._ 28.. : . çt . . _ . It. i . •__. .4. 188 224 2D5 262 11JI 196!211)219.258 243 309266364 _277424 V . _8_ i_._ _l920823 23Q._2862S_33_3O__t _3.._..........__.._._____ 40 . l87207 208248 228293 248 342 ...... ......I ..4: I I 190 231 217 273 236 319 I 46 42 .4_. ' 1188218._20725822529Q.. J.) O)[l I jI@ i:TLTL.T _T_.._1_.______._17L204 CAPACITy 2858 3279 j 3700 4118 4534 4948 5125 5125 j8lOI4EIfl . I CAP0CI1V 1 2160, 1 2555% 29536 33549 . 37579 41624 45680 49746 .......................................................5---..-- .....--5 . .L.t Lri 'III lOS) 1793 2412 3132 3954 4881 5915 7058 8313 . .. -- _.o__.f _.I_._.j._i1___. _. 20,80 22.20 1 )_f••L.4. 0 _.L .) S (1OS.cT.I 6.81 7.08 7.35 7.63 7.90 6.17 : 844 6.72 I.,1JLI..l..)_t_ •.. 3 1.LiU. NOTES TL Is the Dead Load • Ice Load In pounds Pei knel/ tool as governed by 0t001fl5 Or shear Srraoed area rndcales sheargoverrrs I ..4.41_ ).--rv,, -'-i- _i_L.4._ l (8.L...I I. "Delleclrorr Is based on load deflection of 11180 For Oelleclrorr IrnrtS 0114240 or 1/360 rnullrply by 0 75 lesoeclrvely 1. Moment and shear caoacrly values (rave been Increased by 25% (dlllairon of load) loads rn table reflect these I . . I i. I _. . L in 2.S:n04 g r4 Structures Inc lecoWn.eeds Ill to 12 min-mum roof slope Where minimum too' slope 's nol WarnlarneC - -.. -- _ - pon4rn of walel must be consrdered re lire tool joist design per USC Section 2305(1) 5 - - ......... r ' r - H - . I _ .•, . - - I r S .1 1 .I.—• J_i__I.I._ Standard Structures Inc. 4' i'.t. ._4..L..I_I_t.4 . IIC 0I.e 080I62935 I S I; •, II .4 iI,..,.l -ji-f)111.I I I I I I - . .1 •_ _ • 4 1 I - -. - . I i_i.... _;. - _j_i I I . I .4 1 - I .4 5 - III •J JL4L_4 _ B & B Associates, Inc. 1636 Wilshire Blvd., Suite #200 Los Angeles,, CA 90017 Date: 05/10/96 Page: R-S GENERAL TIMBER BEAM DESIGN . . . BEAM DATA . SPAN DATA Timber Section 5:125x12.0 End Fixity : Pin:Pin Center Span 20.30 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 33.0 pcI Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb - Bending = 2400 psi Applied Loads Include Beam Wt. Le : Center Span = 0.00 ft Fv - Shear = 165 psi End Shear Calc'd at Support Le : Left Cant. 0.00 ft Fc - Bearing = 650 psi ' ' Le : Right Cant. = 0.00 ft APPLIED LOADS . Uniform Load @ Center Span: DL = 128.0 plf LL = 160.0 plf SUMMARY USING 5.. 125 x 12.000 Beam, Bending = 48.24%, Shear = 34.57% . .Max. Pos'Mom @ 10.15 ft= 14.84 k-ft Shear: Max. @ Left = 2.92k 'Reactions... DL Maximum Max. Neg Mom @ 0.00 ft= 0.00 k-ft ....used for dsgn = 4.38 k Left - . 1.30 .k 2.92 k Max @ Left = 0.00 k-ft , ....Area Req'd = 21.26 in2 Right = 1.30 k 2.92 k Max @ Right = 0.00 k-ft Max. @ Right 2.92k Max. Allow Moment = 30.75 k-ft ....used for dsgn = 4.38 .k Deflections... fb : Max. Actual = 1447.3 psi ....Area Reqd = 21.26 1n2 Center = -0.37 in -0.83 in Fb : Allowable ' ' = 3000.0 psi fv : Max. Actual = 71.30 psi. ...Dist = 10.15 ft 10.150 ft ,-Fv : Allowable = 206.3 psi ...L/Defl = 662 294 Ck = .811(E/Fb).5 = 19.87 . . ', Left = 0.00 in 0.000 in Cs = (LeD/B2).5 = 0.00 Bearing Req'd @ Left = 0.88'in ...L/Defl = 0 0 Cf = (12/d).1 11 = 1.00 Bearing Req'd @ Right = 0.88 in Right ' 0.00 in 0.000 in .L/Defl - = 0 0 V4.4133 (c) 1983795 ENERCALC ' . Girder Design for Vons / Carlsbad PAGE ------------------------------ PROGRAM: GLBMSG, VERSION - 2.00 INPUT FILE: GIRDER.VON 05-10-1996 1038 - TYPICAL BEAM DATA: - TYP. DL,. (PSF) . .- 16 TYP. LL (PSF) 20 E (10X6 PSI) .......1.8 FB (PSI) ........ 2400 FV, (PSI)..........165 • DURAT' N LD FACTOR 1.25 BEAM NO. 1 ***** - TW= 30.6 FT ATRIB= 765. FT-2 • DL= 16. PSF LL= 12.PSF ------------ --------------------- Jw=. 857. PLF •( 490. DL ONLY) I + = = = = = = = = = = = = = = = = = = = = = = = = = = = + 25.0 FT R1(MAX10710.#) • •. R2-(MAX=10710.# (DL= 6120.#) • (DL= 6120.#) CRIT.SHEAR = 9318.4t AR= • 67.8 IN-2 MAX MOMENT @ 12.50 FT FROM Ri: MMAX= 66938.. FT-LBS SR= 268. IN-3 + - - - - - - - - - -- - - -- - - -- -- - - - - - - - - - - - - - - - - -- - - - -- -- - - - - - - - - - - - -- - - - - - - - - -- - - - + USE 5.125'x 19.5 GLB A = 99.9 IN-2 S = .308. IN-3 Ci= 0.000 • C ='1.000 C2= 0.000 + - - - --- - - --- - - - - - - - - - - - - - - - - - - - - - --- - - -- - - - - - - - --- - - - - - - - - - -- - - - - - - - - - - ---- Girder Design for Vons / Carlsbad PAGE --------------------------------------------------------------------- ***** BEAN NO. 2 ***** 2 •, TW= 30;6 FT ATRIB= 979., FT-2 DL= 16. PSF LL= 12.PSF + ----------------------------- I= 857. PLF ( 490. DL ONLY) • I • 32.0 FT Ri(MAX=13709.#) • R2(MAX=13709.# • • (DL= 7834.#) (DL= •7834.#) CRIT.SHEAR = 11995.# • • AR= 87.2 IN-2 MAX MOMENT @ 16.00 FT FROM Ri: MMAX= 109670•. FT-LBS SR= 439. IN-3 USE GLB ------12301N2 -456. IN-3 - C1= 0:000 C 1.375 C2 0.000 + --I -; - --------+ ***** BEAN NO. 3 ***** TW= 30.6 FT ATRIB=1099. FT-2 • DL= 16. PSF LL= 12..PSF P1=13709.# (R2BM# 2) 7834.# (DL ONLY) -----------------------------------+ W.= 857. PLF ( 490. DL ONLY.) I V = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = + 7.0 FT 35.9FT R1(MAX=38344..#) R2(MAX=13518.#) (DL= 21911.#) • (DL= •6927.#) CRIT SHEAR @ LEFT SIDE OF Ri: VMAX •= 17886.# .AR= 130.1 IN-2 MAX MOMENT® CANTILEVER 1: MMAX='.116953. FT-LBS SR= 468. IN-3 + -------------------------------------------------------------------------+ USE 51 T5 GLB • • A = 130.7 IN-2 S = 511. IN -3 C1= 0.125 C = 0.875 • C2= 0.000 +• Girder Design for Vons I Carlsbad PAGE BEAM NO. 4 TW= 20.0 FT ATRIB= 4.60. FT-2 . DL= 16. PSF LL= 16..PSF -------------------------------- W= 640. PLF ( 320. DL ONLY). I 23.0 FT . R1(MAX= 7360.#) . . . • R2(MAX= 7360.# (DL= 3680.#) • • (DL= . 3680.#) CRIT.SHEAR = 6560.# • .. . • . AR= 47.7 IN-2 MAX MOMENT @ 11.50 FT FROM Ri: MMAX= 42320. FT-LBS SR= 169. IN-3 ------------------------------ ------ ---- ------ 7 ------------ 7----+ USE 5.125 x 15.0 GLB • A = 76.9 IN-2 S = 187.IN-3 C1= 0.000 . = 1.000 . C2 0.000 --------------------- ----- --------------- ------------------------------------ BEAN NO. 5 •***** . TW= 20.0 FT TRIB= 506. FT-2 DL= 16. PSF LL= 16.PSF + -------------------------------+ IW= 640. PLF ( 320.. DL ONLY) += -----=== == 25.3FT • • . R1(MAX= 8096.#) • • R2(MAX= 8096.# (DL= 4048.#) . (DL= 4048.4*). CRIT.SHEAR = 7216.4* : AR= 52.5 IN-2 MAX MOMENT@ 12.65 FT FROM Ri: MMAX= 51207. FT-LBS SR= 205. IN-3 --------------- -------------------- 7 ------------------ ------ 7 --------+ USE 5.125 x 16.5 GLB •, • A = 84.6 IN-2 S = 224. IN-3 C1= 0.000 • C =1.125 . • C2= 0.000 • + - ------------------------------- - ------------------- --------------------+ Girder .-Design for Vons / Carlsbad PAGE BEAM NO. 6 *****• TW= 20.07T ATRIB= 858. •FT-2 DL= 16, PSF LL= 12.PSF P1= 7084.# (R2 BM# 5) 4048.# (DL ONLY) --------------- -------- ---------- W= 560. PLF ( 320. DL ONLY) I 8.5 FT 42.9 FT Ri.(MAX=25731.#) R2(MAX=10940.#) - (DL= 14704.#) (DL= 5792.#) CRIT.SHEAR @ RIGHT SIDE OF Ri: VMAX = 12767,.# AR= 92.9 ,IN-2 MAX MOMENT @ 23.36 FT FROM Ri: MMAX= 106870. FT-LBS SR= 427. IN-3 ------GLB ----- C1= 0.250 C =1.750 C2= 0.000 -_;c------------------------------- + ***** BEAM NO. 13 ***** TW= 28.5 FT ATRIB= 656. FT-2 DL= 16. PSF LL= 12.PSF + ----------+ IW= 798. PLF ( 456. DL ONLY) I + = = = = = = = = = = = = = = = = = = = = = = = = = = = + - 23.0 FT R1(MAX= 9177.4*) R2(MAX= 9177.4* (DL= 5244.4*) (DL= 5244.4*) CRIT.SHEAR = 8080.4* AR= 58.8 IN-2 MAX MOMENT @ 11.50 FT FROM R1: MMAX= 52768. FT-LBS SR= 211. IN-3 ------------------------------------------------------------------4 USE 5.2 -r5 GLB A = 84.6 IN-2 S = 224. IN-3 C1= 0.000 C =1.000 C2= 0.000 + ---------T":: ----------------------------------------- Girder Design for Vons / Carlsbad PAGE ***** BEAM.NO. 14 ***** 28.5 FT ATRIB= 721. FT-2 DL=.16. PSF LL= 12.PSF + ------------------------------+ IW= 798. PLF ( 456. DL ONLY) + = = = = = = = = = = = = = = = = = = = = = = = = = = = = = + 25.3 FT R1(MAX=10095.4*) IR2(MA-X=10095.# (DL= 5768.#) (DL= 5768.4*) CRIT.SHEAR = 8898.4* AR= 64.7 IN-2 MAX MOMENT @ 12.65 FT FROM Ri': MMAX= 63849. FT-LBS SR= 255. IN-3 GLB ----------923 IN-- --- - Ci= 0.000. C = 1.125 , C2= 0.000 + ------------------------- + - *.*** BEAN NO. 15 ***** TW= 28.5 FT ATRIB=1223. FT-2 DL= 16. PSF LL= 12.PSF • • Pi=10095.# (R2 BM#14) 5768.#'(DL ONLY) -------------------------------+ W= 798. PLF ( '456. DL ONLY) V = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = + 8.5 FT 42.9 FT R1(MAX=36667.4*) R2(MAX=15590.#) (DL= 20953.#)' • (DL= 8254.4*) CRIT SHEAR@ RIGHT SIDE OF Ri: VMAX = 17894.4* AR= 130.1 IN-2 MAX MOMENT @ 23.36 FT FROM Ri:., MIVIAX= 152290. FT-LBS SR= 609. IN-3 - GLB ----146 uN----- Ci= 0.125 C = 1.500 C2= 0.000 - ----- - - - - - - - - - -- - - - - - --- - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - + B &.B Associates, Inc. 1636 Wilshire Blvd., Suite #200 Los Angeles, CA 90017 NN 1k9 9iR CPN Date: 05/10/96 Page: SLENDER MASONRY WALL DESIGN \j4j pCt4 .( OL ) WALL DATA VERTICAL LOADS LATERAL LOADS Wall Height = 22.00 ft Uniform Dead Load = -336.0 plf Point Lateral Load = 0.0 # Thickness = 8.00 in Uniform Live Load = 252.0 ph ... Height.from Base = 0.00 ft Rebar Size 5 Ecc. = 5.00 in (this is a Seismic Load) Rebar Spacing = 24.00 in (Roof Load) Uniform Lateral Load = 0.0 plf Place Rebar @ Center of Wall Distance to Bottom = 0.00 ft Seismic Factor:ZlCp = 0.300 Distance to Top = 0.00 ft Wind Load = 20.00 psi (this is a Seismic Load) Use Medium Weight Block MATERIAL DATA SUMMARY f'm = 1500 psi Seismic Wind - Fy = 60000 psi M-n • Phi : Moment Capacity = 28749.2 in-# 28749.2 in-# Wall Must Be Solid Grouted M-u: •(.9D+1.43E),(0.9D+1.3W) = 28044.8 in# 21533.9 in# (1.05D+1.275L)+11.403E or 1.275W1= 28252.0 in-# 21633.3 in-# Wall Wt. Factor = 1.000 Max. Overstress. = 0.000 OK 0.000 Phi = 0.80 Allow Deflection: 0.007 • Ht. = 1.85 in 1.85 in Depth To Steel 3.75 in Max. Iterated Service Load Defl. = 1.46 in OK 0.99 in Wall Weight = 78.00 psi Actual Height/Deflection Ratio = 180.34 266.79 Actual Reinforcing-%: As / (bd) = 0.0034 0.0034 Allowable Max. % = 0.5 • Rho:Bal = 0.0053 0.0053 Actual Axial Stress: (Pw + Po) / Ag = 12.44 psi OK 12.44 psi Allowable Axial Stress: .04 • fm = 60.00 psi 60.00 psi FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS Basic Mu w/o P--Delta = 24717 in-# 19395 in-# Basic Moment w/o P-Delta = 17828 in-# 15360 in-# Basic Defl. w/o P-Delta = 2 in 1 in Basic Dell. w/o P-Delta = 1.191 in 0.805 in Moment in Excess of Mcr = 13458 in-# 8136 in-# Moment in Excess of Mcr = 6570 in-# 4101 in-# Max. Iterated Deflection = 2.82 in 1.79 in Max. Iterated Deflection 1 .46 in 0.99 in Max. Iterated Moment = 28252 in-/t 21633 in-# Max. Iterated Moment = 19576 in-# 16542 in-# VERTICAL LOAD SUMMARY ANALYSIS VALUES Dead Load @ Mid lit. = 1194.0 # Equiv Solid Thick. = 7.60 in Mn=Phi'AseffFy(d-a/2).... Live Load @ Mid I-ft. = 0.0 # Gross Area = Thk'l2in = 96.00 in2 Wind = 28749 in-# 0.9 Dead Load 1074.6 # Asteel = 0.155 in2 Seismic = 28749 in-# 1.05 • Dead Load = 1253.7 # Asteel/02 dl = 0.0034 Em :750 fm = 1125000 psi 1.275.. Live Load = 0.0 # As-eff = (Pu+AsFy)IFy.... n: 29x106 / Em = 25.78 LATERAL LOAD SUMMARY- Wind = 0.176 1n2 Fr : 2.5 f'm-.5 = 96.82 psi 1.3 Wind = 26.00 psf Seismic = 0.176 in2 (Use 2.5:Partial, 4.0:FulI Grout) 1.7 Wind = 34.00 psi a' : wind = 0.690 in S-gross = 116.3 in3 Seismic Wall Wt. = 23.4-0 psi 'a' : seismic = 0.690 in . S • Fr (cracking) = 11259 in-# 1.43.* Seismic = 33.46 psi gross = 443.3 in4 1.87 Seismic = 3.65 psi lcracked : Wind = 41.3 in4 lcracked : Seismic = 0.0 in4 V4.4133 (c) 1983-95 ENERCALC. B & 8 Associates, Inc., KW060220 09-May-96 Job XXXXX B & B Associates, Inc. SHEET Xxxxx 1636 Wilshire Blvd. #200 Los,Angeles,-CA 90017, BY: . . No. 0000 -00.00 Tel: (213) 353-1440 of 4' CMD94 v 94.06 . File name: SDOOPL.WKB REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 UBC SECTION .2108.2.4 - SLENDER WALL DESIGN . - WaIl Geometry and Material Properties 20.00' CMtJ Wall - 8" Nominal Thickness . . Support Condition: Pinned-Pinned . . All cells grouted . Seismic Zone .4 Wall wt = 78 psf f'ni = 1,500 psi Special inspection required fy = 60',000 psi . Em = 1,125 ksi, n.= 25.78 Double curtain of steel, 1st curtain'@ 5.33" from loaded face .2nd curtain @2.30" from loaded face -Applied Loadings w.top . @ h w bot. @.h M top (psf) (ft) (psf) . (ft) (lb-in) Seismic load 23.40 20.00 23.40 0.00 . 0.0 Wind load 20.00 20.00 . 20.00 0.00 0.0 Soil load 0.00 0.00 0.00 0.00 0.0 Dead Load = 1760 plf @ e = -1.31 in Live Load = 1287 pif @ e = -2.00 in . - Input Reinforcing. 1st Curtain #5 @ 16 in o.c., As = 0.23 in2/ft, p = 0.0036 2nd Curtain - #5 @ 16 in o.c., As = 0.23 in 2/ft, p = 0.0036 maximum p = 0.0036 < 0.0053 0.5pb - .0K - Wall Design Geometry, Gross Moment of Inertia and Section Modulus Positive M.: b = 1.6.00 in d = 5.33 in Negative M.: b = 16.00 in d = 5.33 in Ig = b*t"3,/12 = 591 in"4 SI= Ig/(t/2) = 155. in'3 - Stresses and Cracking Moment . h'/t 31.48 > 30 - Fa max = 0.04f'.m Maximum Axial Stress for h'/t>3.0 =0.04f'm= . 60 psi Maximum Axial Stress for h'/t<=30 = 0.2f'm = 300 psi fr = 4.0*f 1m".5 .(<235p5i) 154.9 psi Ncr = S*f.r/1000. = 24.0 kip-in ( Lk : DATE: 09-May-96 JOB Xxxxx B & B Associates rSHEET Xxxxx 1636 Wilshire Blvd. #200 Los Angeles, CA 90017 ------------------ CMD94 v 94.06. ,. . File name: SDOOPL.WKB REINFOPCED CONCRETE MASONRY SLENDER WALL PER. 1994 UBC SECTION 2108.2.4 - SLENDER WALL DESIGN - - Service Axial Loads and Stress checks (per bar spacing) . Load Case Po+Pw . @ h Po+Pw/Ag Stress kips ft psi Ratio 1.4D+1.7L 6.14 000 50.35 0.839 OK 1.4(D+L-FE) 6.14 0.00 50.35 0.839 OK 0.9D+1.4E 4.43 0.00 36.28 0.605 OK 0.9D-1.4E . 4.43 20.00 36.28 0.605 OK 0.75(1.4D+1.7L+1.7W) 6.14 0.00 . 50.35 0.839 OK . 0.9D+1..3W ., 4.43 0.00 36.28 0.605 OK 1 4D+l 7L+1 7H 6.14 0-06 50.35 0..839 OK 0.9D+1.7H. . 4.43 0.00 36.2.8 0.605 OK - Service Load Moment and Max. POS. Deflection (per bar spacing) - Maximum Allowable Deflection = •0.007h = 1.68 in Load Case N @ h +def 1. @ h kip-in ft in ft 1.4D+1.7L 0.00 0.00 0.0000 0.00 .<1.68in,OK 1.4(D±L+E) . . . 16.18 10.00 0.1399 10.00 <'l.6,8 in, OK. 0.9D+1.4E . 17.71 10.00 0.1570 10.00 <1.68in 1 OK 0.9D-1.4E 0.00 0.00 0.0000 0.00 <1.68in,OK 0.75(1.4D+1.7L-4-1.7W) 13.33 10.00 0.1141 10.00 <1.68in,OK 0.9D+1.3W . . . . 14.91 10.00 0.1317 10.00 <1.68in,OK 1.4D+1.7L-4-1.7H 0.00 0.00 0.0000 0.00 <1.68iri3OK 0.9D±1.7H . 0.00 0.00 0.0000 .0.00 <1.68in,OK - Service Load Moment and Max Neg. Deflection (per bar spacing) . -'Maximum Allowable Deflection = 0.007h = 1.68 in Load Case M @ h -def 1. @ h kip-in ft . ft 1.4D+1.7L -3.73 12.00, -0.0345 12.0.0,<1.68in,OK 1.4(D+L+E) 0.001 0.00 0.0000 0.00<1.68in,OK 0.9D+1.4E . . 0.00 0.00 0.0000 0.00 <1.68in,OK • 0.9D-1.4E -19.65 10.00 -0.1800 10.00<1.681n,OK . . •. 0 75(1 4D+l 7L+l 7W) 0.00,0.00 0.0000 ..01.00 <1 681n 1 OK 0.9D+1.3W 0.00 0.00 0.0000 0.00 <1.68in,OK .• 1.4D+1.7L+1.714 -3.73 12.00 -0.0345 12.00 <1.68in,OK 0.9D+1.7H ,. -1.79 12.00 -0.0166 12.00 <1.68in,OK U9-May-96 JO XXXXx , . B & B Associates, Inc. SHEET. Xxxxx 1636 Wilshire Blvd. #200 : Los Angeles, CA 90017 CHD94 v 94.06 . . File name: SDObPL..WKB . REINFORCED CONCRETE MASONRY SLENDER WALL' PER 1994 UBC SECTION 2108.2.4 - SLENDER WALL DESIGN - Factored Input Out-of-Plane LOads and Moments (per bar spacing) Load Case , . wu top @ h top wu bot @ h bot top .Mu • kif. , ft .klf ' ft kip-in 0.000 0.00 0.000 0.00 -10.14 . 1.'4(D+L±E)' 0.044 20.00' 0.044 0•.00' -9.11.'. 0.9D+1.4E . 0.044 20.00 0.044 0.00 -2.77 0.9D-1.4E -0.044 20.00 -0.044 0.00 -2..77 .0.75(1.4D+1.7L+1.7w) . 0.034 20.00 0.034 0.00 -7.60 0.9D+1.3W 0.035 20.0.0 0.035 0.00 -2.77 1.4D+1.7L+1.7H 0.000 '0.00 ' 0.000 0.00' -10.14 0.9D+1.7H 0.000 0.00 0.000 0.00 , -2.77 - Ultimate Axial Load 'and Data for Pos. Moment Caics. (per bar spacing) LOad Case , Pu Ase ' c ' . Icr' •: kips ' ft . in"2 in ifl"4 1..4D+1.7L 9.11 0.00 046 . 1.60 '178.3 1.4(D+L+E) ' 7.27 9.13 0.43 ' 1.49 , 174.9 , 0.9D+1.4E 3.07 9.74 '0.36 ., 1.25 165.0. 0.9D-1.4E 2.11 20.00 0.35 , '1.19 .160.9' ' 0.75(1.4D+1.7L-I-i.7W) 5.85 .9.07 0.41 1.41 ' 171.9. 0.9D+l.3W ' 3.08 9.67 0.36 , , 1.25 165.1 1.4D+1.7L+L7H 9.11 0.00 0.46' 1.60 178.3 0.9D+1.7H ' 3.98 0.00 0.38 1.30 .167.5 - Ultimate Positive Moment and Deflect ion(per bar spacing.) =0.80 '. Load Case , Mn 4Mn +Mu Strength defi. kip-in • kip-in kip-in 'Ratio in . . ' 1.4D+1.7L 128.8 103.0 0.00: 0.00 0.0000 ' OK , 1.4(D+L+E) • ' 121.4 97.1 .23.30' 0.24 0.19.92 :0K • ' '0.9D+1.4E ' 103.9 83.1. 25.65 "0.31 .0.2622 OK 0.'9D-1.4E 99.8 ' 79.8 0.00 , 0.00 0.0000 OK 0.75(1.4D+1.7L+1..7W) 115.5 . 92.4 17.65 0.19 .0.1501 OK 0.9D+1.3W ' 103.9 83.1 19.99 .. 0.24 0.1775 'OK 1.4D+1.7L+1.7H 128.8 • 103.0' O..'OO"' " '0.00' 0.0.000. ".0K 0.9D+1.7H' 107.8 " 8,6.2 0.00 ''0.00 0.0000 OK DATE: 09-May-96 JOB Xxxxx B & B Associates, Inc. SHEET Xxxxx 1636 Wilshire Blvd. #200 Los Angeles, 'CA 90017 BY: No. 0000 -0000 Tel:' (213): 353-1440 4 of 4 CMD94 v 94.06 File name: SDOOPL.WKB' REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 UBC'SECTION'2108.2.4 - SLENDER WALL DESIGN - Ultimate 'Axial Load and Data for Neg. Moment Calcs.(per'bar spacing) Load Case Pu .@,-h Ase ' C Icr kips 'ft in"2 , in jflA4 1.4D+1.7L 6.20 20.00 0.41 143 172.7 i.4(D+L+E) ' ' , , 5.69 20.00 0.40 1.40, 171.6 0.9D+1.4E ' 2.1]. 20.00 0.35 1.19 60.9 3.02 10.26 0.36 '1.25 164.8 0.75'(1'.4D+1.7L+1.7w) 4.65 20.00 0.19 1.34 , 169.]. 0.9D+,1.3W 2.11 20.00 0.35 1.19 160.9' 1.4D+1.7L+1.7H 6.20: 20.00 0.41 ' 1.43 172.7 0.9D+1.7H ' 2.11 20.00 0.35 1.19' 160.9 -'Ultimate 'Negative Moment and Deflection(.per bar spacing) 0.80 'Load Case Mn , 4Mn -Mu Strength def 1. kip-in kip-in kip-in Ratio in 1.4D+1.7L , -117.0 ' -93.6 -10.14 0.11 0.0000 'OK'' 1.4(D+L+E) ' , ' ' -114.9 -91.9 -9.11 0.10 0.0000' OK 0.9D+1.4E ' ' -99.8 79.8 -2.77 0.03' ,O.4000 OK 0.9D-1.4E . -103.7' ' . -82.9 -26.70 ' ' 0.32 -'0.2997 OK ' 0.75(14D+1.7L+1.7W) -110.6 -88.5 -7.60' ' 0.09. '0.0000 OK; 0.9D+1.3W ' ' '-99.8 -79.8 -2.77 0.03 0.0000 OK l..4D+1.7L±1.7H -117.0 -93.6 -10.14 0.11 0.0000 OK 0.9D+1.7H -99.8 -79.8 -2.77 0.03 , 0.0000 OK' Ultimate and Nominal Shear (per, bar spacing) ' •' ' ' ' '' S • ' Vn= •'' Load Case Governing 'Vu CdA6f'm"O.5 ' Strength Location kips , kips ' ' , ' Ratio 14D+17L Top 004 340 0010K 1.4(D+L+E) ' '' Top 0.47 ''3.40 ' ' 0.14 . • OK ' 0.9D+1.4E Top' , 0.45 3.40 ' 0.13 OK 0.9D-1.4E " ' ' Top' '0.43 ' .3.40 , '0.13 'OK '0..75(1.4D+1.7L-4-1.7W) Top '0.37 3.:40 ' ' 0.11 ' OK •. 0.9D±1. 3W ' ' Top , 0.36 3.40" ' ' ' " '.0.11 OK 1.4D+1.7L+1.7H Top • 0.04 3.40 0.01 OK 0.9D+1.7H ' • ' • Top 0.01 3.40' ' ' ' 0.00 OK' - - . -.'-- • Xxxxx 1636 Wilshire Blvd. #200. Los Angeles, CA 90017 BY:: . No. 0000 -0000 Tel: (213) 353-1440 C14D94 v 94.06 . •. File. name: SDOOPL.WKB REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 UBC SECTION 2108.2.4 - SLENDER.:wALL.DESIGN - - Wall Geometry and Material Properties 20.00' CMU Wall.. 8" Nominal Thickness. Support Condition: Pinned-Pinned All cells grouted . Seismic Zone 4 . Wall wt = 78 ps.f = 1,500 psi . . Special .inspection required fy = 60,000 psi Em = 1,125ksi,. n = 25.78 Double curtain of steel, 1st curtain @ .5.3311 from loaded face . : . ,. : 2nd curtain @ 2.30" from loaded face Applied Loadings, w top.. . . @.h w bot.. @ h M top .(psf) . (ft) : (psf) (ft) (lb-in) Se is micL load 23.40 20.00 23.40 0.00 . 0.0 Wind load L 20.00 20.00 . 20.00 0.00 0..0 Soil load . 0.00 .0.00 0.00 0.00 .0.0 Dead Load = 2044 plf @ e = -1.31 in Live Load = 1648 pif @ e = -2.00 in - Input Reinforcing . •. . . 1st Curtain -#6 @ 16 in o.c., As = 0..33..in 2/ft, p = 0.0052 .2nd Curtain - #6 @ 16 .jjj o.c.. As = 0.33 in 2/ft. p = 0.0052 maximum p 0.0052 <.0.0053 =. 0. 5pb - OK -Wall Design Geometry, GrôssMoment of Inertia and. Section Modulus Positive-M.:. b = . 1.6.00 in . d = 5.33 in • Negative M.: b = . 16.00 in d =, 5.33 in Ig = .b*t"3/12 = 591 in"4 S .= .Ig/(t/2) = 155 jflA.3 - Stresses and Cracking Moment . 130 -. Fa Max = O.04f'm Maximum Axial Stress for h'/t>30 =0.04f'm = 60 psi Maximum Axial Stress for h l/t<=30 = 0.2f1 m = 300 psi f = 4.0*f'm'.5 (<235psi) 154.9 psi Mcr = S*.fr/1000. = 24.0 kip-in -tL Ll- () • ... Lo.AToN. - Xxxxx 1636 Wilshire Blvd. #200 \7. • Los Angeles, CA 90017 BY:. No. 0000 -0000 Tel: (213) 353-1440 '1. of4 CMD94 V 9.4.06'*.' 4 06 File name SDOOPL WKB REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 .UBC SECTION 2108.2.4 - SLENDER WALL DESIGN - - Service Axial Loads and Stress cheOks (per bar spacing) Load Case Po+Pw @ h Po+Pw/Ag Stress . kips ft psi Ratio 1.4D+1.7L 7.00 0.00 57.40 0.957 OK i.4(D+L+E) 7.00 0.00 57.40 0.957 OK 0.9D+1.4E 4.81 0.00 - 39.39 0.656 OK 0..9D-1.4E 4.81 20.00 39.39 0.656 .0K 0.75(1.4D+i.7L+1.7W) 7.00 0.00 57.40 0.957 OK 0.9D+1.3W 4.81 0.00 39.39 0.656 OK 1.4D+1.7L+1.7H . 7.00 0.00 57.40 0.957 OK 0.9D+1.7H 4.81 0.00 39.39 0.656 OK - Service Load Moment and Max. P05. Deflection (per bar spacing) - Maximum Allowable Deflection = 0.007h= 1.68 in . Load Case M @.h +def 1. @ h kip-in ft in ft 1.4D+1.7L • 0.00 0.00 00000 0.00 <1.68in,OK 1.4(D+L+E) . 15.53 10.00 .1325 '0-132 * 10.00 <1.68in,OK 0.9D+1.4E •• . 17.52 .10.00 0.1547 .10.00 <1.68in,OK 0.9.D-1.4E •. . 0.00 0.00 0.0000 0.00 <1.68in,OK 0.75(1.4D+1.7L+1.7W) 12.90 10.00 0.1067 1.0.00 <1.68in,OK 0.9D+1.3W • 14.70 • 10.00 0.1293 10.00 <1.68in,OK l.4D+1.7L+1.7H .. 0.00 0.00 0.0000 0.00 <1.68in,OK 0.9D+1.7H 0.00 0.00 . . 0.0000 0.00 <1.68in,OK - Service Load Moment and Max. Neg.-Deflection (per bar spacing) - Maximum Allowable Deflection = 0.007h = 1.68 in Load Case M @ h -def 1. @ h kip-in ft • in ft 1.4D+1.7L . -4.54 12.00 -0.0419 12.00 <1.68in,OK 1.4(D+L+E) . 0.00. 0.00 0.0000 0.00 <1.68in,OK 0.9D+1.4E 0.00 0.00 0.0000 0.00 <1.68in,OK 0.9D-1.4E -19.82 10.00 -0.1819 10.00 <1.68in,OK 0.75(l.4D+1.7L+l.7W) . 0.00 0.00 0.0000 0.00 . 0.00 <1.68in,OKO..9D+1.3W 0.00 0.0000 0.00 <1.681n,0I( 1.4D+1.7L+1.7H -4.54 . 12.00 -0.0419 12.00 <l.68in,OK 0.9D+1..7H -2.07 12.00 -0.0192 12.O0<1.68in.,OK JUB XXXXX B & B Associates, Inc. SHEET Xxxxx 1636 Wilshire Blvd. #200 Los Angeles, CA 90017 No. 0000 -0000 Tel: (213)353-1440 3Of CMD94 v 94.06 File name: SDOOPL.WKB . REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 UBC SECTION -2108.2.4 - SLENDER WALL DESIGN - - Factored input Out-of-plane Loads and Moments (per bar spacing) Load Case wu top @ h.top wu bot @ h botMu top kif ft kif ft kip-in 1.4D+1.7L 0.000 0.00 0.000 0.00 -12.47 1.4(D+L+E). . 0.044 20.00 0.044 0.00. -11.15 0.9D+1.4E 0.044 20.00 0.044 0.00 -3.21 0.9D-1.4E -0.044 20.00 -0.044 0.00 -3.21 0.75(1.4D-4-1.7L+1.7W) 0.034 20.00 0.034 0.00 -9.35 0.9D+1.3W 0.035 20.00 0. 11 035 0.00 -3.21 1.4D+1.7L+1.7H 0.000 0.00 0.000 0.00. -12.47 0.9D+1.7H 0.000 . 0.00 0.000 0.00 -3.21 - Ultimate Axial Load and Data for Pos. Moment Calcs.(per bar spacing) Load Case Pu @ h Ase c Icr kips . ft. jnA2 in in'4 1.4D+1.7L . 10.46 0.00 0.61 2.13 189.7 1.4(D+L+E) .. . 8.50 8.94 0.58 2.01 187.8 0.9D+1.4E 3.42 9.69 0.50 1.72 181.6 0.9D-1.4E 2.45 20.00 0.48 1.66 180.2 0.75(1.4D-i-1.7L+1.7W) 6.88. 8.85 0.55 1.92 186.1 0.9D+1.3W 3.42 9.61 0.50 1.72 181.6 1.4D+1.7L±1.7H . 10.46 0.00 0.61 2.13 189.7 0.9D+1.7H 2.45 20.00 . 0.48 1.66 180.2 - Ultimate Positive Moment and Deflection(pèr bar spacing) = 0.80 Load Case Mn Mn +Mu Strength defi. kip-in kip-in kip-in Ratio in 1.4D+1.7L 163.0 130.4 0.00 .0.00 0.0000 OK 1.4(D+L+E) 156.0 124.8 . 22.54 0.18 0.1892 OK 0.9D+1.4E 137.0 109.6 25.50 0.23 0.2545 OK 0.9D-1.4E 133.2 106.6 . 0.00 0.00 0.0000 OK 0.75(1.4D+1.7L+1.7W) 150.1 120.1 16.96 0.14 0.1412 OK 0.9D+1.3W . 137.0 109.6 19.83 0.18 10.1755 OK 1.4D+1..7L+1.7H .163.0, 130.4 0.00 0.00 0.0000 OK 0.9D+1.7H 133.2 106.6 . 0.00 0.00 0.0000 OK - - Xxxxx 1636 I.T Los Angeles, CA 90017 BY: No. 0000 -0000 Tel: (213) 353-1440.: 4 of .4D94 V 94.06 . . . File name: SDOOPL.WKB . REINFORCED CONCRETE MASONRY. SLENDER WALL. PER 1994 UBC SECTION 2108.2.4 . . - SLENDER WALL DESIGN - Ultimate Axial Load. and Data far Neg. Moment Calcs.(per bar spacing) Load Case Pu . @ h Ase c Icr kips . ft in"2 in j',4 1.4D+.1.7L . 7.55 20.00 0.57 1.96 186.8 1.4(D+L+E) . 6.89 20.00 0.55 1.92 186.1 0.9D+1,.4E . 2.45 20.00 0.48 1.66 180.2 0.9D-1.4E . . 3.36 10.31 0.50 1.72 181.6 0.75(1.4D+1.7L+1.7W) 5.66 20.00 0.53 1.85 184.6 :0.9D+1.3W 2.45 20.00 0.48 1.66 180.2 1.4D+1.7L+1.7H . 7.55 20.00 0.57 1.96. 186.8 .0.9D+1.7H 2.45 . 20.00 0.48 . 1.66 180.2 - Ultimate Negative Moment and Deflection(per bar spacing) 0 = 0.80 Load Case Mn . Mn -Mu Strength def 1. kip-in kip-in kip-in Ratio in 1.4D+1.7L -152.5 -122.0 -12.47 0.10 0.0000 OK 1.4(D+L+E) • -150.1 -120.1 •• -11.15 0.09 0.0000 OK 0.9D+1.4E . -133.2 -106.6 -3.21 0.03 0.0000 OK 0.9D-1.4E -136.8 -109.4 726.83 0.25 -0.2989 OK 0.75(1.4D±1.7L+1.7W) -145.5 -116.4 -9.35 0.08 0.0000 OK 0.9D+1.3W. -133.2 -106.6 -3.21 0.03 0.0000 OK 1..4D+1.7L+1.7H -152.5 • -122.0 -12.47 0.10 0.0000 OK 0.9D+1.7H -133.2 -106.6 -3.21 . 0.03 0.0000 OK - Ultimate and Nominal Shear (per bar spacing) =0.60 Vn= Load Case Governing Vu .4CdAef'm"0.5 Strength Location kips kips Ratio .1.4D+1.7L Top 0.05 . 3.40 . 0.02 OK 1.4(D+L+E) Top 0.48 3.40 0.14 OK 0.9D+1.4E Top 0.45 3.40 0.13 OK 0.9D-1.4E Top 0.42 3.40 0.12 OK 0.75(1.4D+1.7L±1.7W) Top 0.38 3.40 . 0.11 .0K 0.9D+1.3W Top 0.36 3.40 0.11 OK 1.4D+1.7L-4-1..7H Top 0.05 3.40 0.02 OK 0.9D+1.7H . Top. 0.01 3.40 .0.00 OK Xxxxx 1636 Wilshire Blvd.. #.200 Los Angeles, CA 9001-7' No. 0000 -0000 Tel: (2131,353-144G., I of XZIL .- .'. _...v. MD94 v 94 06 File name SDOOPL WKB REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 -UBC SECTION;2108•2•4 - SLENDER 'WALL DESIGN - - Wall Geometry and Material Properties 20.00" CMU Wall - 8" Nominal Thickness Support Condition: Pinned-Pinned All cells grouted Seismic. Zone 4 . Wall wt = 78 psf' f'xn = 1,500 psi. Special inspection required fy = 60,000 psi Em = 1,125.ksi, n = 25.78 DOuble curtain of steel, 1st curtain@ 5.33" from loaded - face 2nd curtain € 2.30" from loaded face - Applied 'Loadings w top @ h ',w bot. @ h M top.' (psf). . (ft) (psf) .. (ft) (lb-in) Seismic load 23.40 • 20.00 23.40 0.00 . 0.0 Wind load 20.00 . 20.00 .20.00' 0.00 • 0.0 Soil load 0.00 0.00 0.00' 0.00 Dead Load = 2376 pif @ e = -1.31 in Live Load = 1834 pif @ e = -2.00 in . -.Input Reinforcing . . . . 1st Curtain - #6 @ 16 in o.c., As = 0.33 in'/ft, p .0.0052 2nd Curtain - #6 €. 16 in o.c., As = 0.33 1n2/ft, p = 0.0052 maximum ,p = 0.0052 <0.0053 = 0..5pb - OK - Wall Design Geometry., Gross Moment of Inertia and Section Modulus Positive M.: b = .16.00 in ci = • 5.33 in Negative M.: b = '16.00 in d = 5.33 in Ig = b*t"3/12 .= 591 in"4 . S = .Ig/(t/2') = 155 .jflA3 - Stresses and Cracking MOment h'/t 31.48 > 30 • '- Fa max Maximum Axial Stress for h'/t>30 =0.04f'ni = 60 psi Maximum Axial Stress for h1/t<=30 = 0.2f1in = .''300 psi ' fr = 4.0*f'm".5 (<235psi) 154.9 psi Mcr = S*fr/1000 = 24.0 kip-in 71 4 C) L Lcc..To) ... .. . / . - - - Xxxxx Aj u U w • 1636 Wilshire Blvd. #200 Los Angeles, CA'90017 C9D94 v 94A6 File name SDOOPL WKB REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 UBC SECTION 2108.2.4 - SLENDER WALL DESIGN. - Service Axial Loads and Stress checks (per bar spacing) Load Case Po+Pw @'h Po+Pw/Ag Stress - . kips ft psi Ratio 1.4D+1.7L 7.69 20.00 63.06 1.051 __ N& - tO 1.4(D+L+E) 7.69 0.00 .63.06 1.051 .NG- 10 (.K.) 0.9D+1.4E 5.25 0.00 43.02 0.717 OK 0.9D-1.4E 5.25 20.00 43.02 0.717 OK 0.75(1.4D+1.7L+1.7W) 7.69 - 0.00 63.06 1.051 N Lo Q.V) 0.9D+1.3W 5.25 0.00 43.02 0.717 OK 1.4D+i.7L+1.7H 7.69 20.00 63.06 1.051 NG- .0 ( oV.) 0.9D+1.7H 5.25 - 0.00 43.02 0.717 OK - Service Load Moment and Max. Pos.-Deflection (per bar spacing) - Maximum Allowable Deflection= 0.007h= 1.68 in Load Case : M @ h +def 1. • kip-in ft in ft. 1.4D+1.7L 0.00 0.00 0.0000 0.00 <1.68in,OK 1.4(D-1-L±E) 15.32 9.00 0.1272 9.00 <1.68in,OK 0.9D+1.4E . 17.28 10.00 0.1521 10.00 <1.68in,OK 0.9-D-1.4E . 0.00 0.00 .0.0000 0.00 <1.68in,OK 0.75(1.4D+1..7L+1.7W) . 12.46 9.00. 0.1014 9.0.0 <1.68in,OK 0.9D+1.3W 14.46 10.00 0.1266 10.00 <1.68in,OK 1.4D+1.7L+1.7H 0.00 0.00 0.0000 0.00 <1.68in,OK 0.9D+1.7H 0.00 0.00 0.0000 0.00 <1.68in,OK - Service Load Moment and Max. Neg.. Deflection (per bar spacing) - Maximum Allowable Deflection = 0.007h = 1.68 in Load Case M @ h -def 1. @ h kip-in ft in 1.4D+1.7L -5.12 12.00 -0.0473 12.00 <1.68in,OK 1.4(D+L+E) • 0.00 0.00 0.0000 0.00 <1.68in,OK 0.9D+1.4E 0.00 0.00 0.0000 0.00 <1.68in,OK 0.9D-1.4E . -20.02 10.00 -0.1842 10.00 <1.68in,OK 0.75(1.4D+1.7L+1.7W) 0.00 0.00 0.0000 0.00 <1.68in,OK 0.9D+1.3W • 0.00 0.00 0.0000 0.00 <1.68in,OK 1.4D+1.7L+1.7H -5.12 12.00 -0.0473 12.00 <1.68in,OK 0.9D+1.7H -2.40 12.00 -0.0222 • 12.00 <1.68in,OK Xxxxx .163.6 .LJ IM JJ ..J .1. . , .1.1 I ¼.. . Wilshire Blvd. #200 A Los Angeles, CA 90017 BY: . No. 0000 -0000 Tel: (213).353-1440 of CM694 v-94.06 File name SDOOPL WKB REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 UBC SECTION 2108 2 4 - SLENDER WALL DESIGN - - Factored Input Out-of-Plane Loads and Moments (per bar spacing) Load Case wu top @htop wu bot @ h bot Mu top kif ft . klf . ft kip-in 1.4D+1.7L 0.000 0.00 0.000 0.00 -14.12 . • 1.4(D+L+E) 0.044 20.00 0.044 0.00 -12.66 . 0.9D+1.4E . 0.044 20.00 0.044 0.00 -3.74 0.9D-1.4E . -0.044 20.00 -0.044 0.00 -374 0.75(1.4b+1.7L+1.7W) 0.034 • 20.00 0.034 .0.00 -10.59 0.9D+1.3W . 0.035 20.00 0.035 . 0.00 . -3.74 1.4D+1.7L+1.7H . 0.000 0.00 0.000 0.00 -.14.12 0 9D+]. 7H 0 000 0.'00 0.000 0.00 . -3.74 - Ultimate Axial Load and .Data for Pos. Moment Caics. (per bar spacing) •. Load Case . Pu @ h Ase C Icr kips ft inA2 in jflA4 1.4D+1.7L • • 8.59 • 20.00 0.58 2.02 187.9 1.4(D+L+E) 9.46 • 9.00 0.60 • 2.07 188.7 0.9D-I-1.4E • 3.82 9.64 0.50 1.74 182.2 0.9D-1.4E 2.:85 20 00 0.49 1..69 180 ..8 0.75(1.4D+1.7L+1..7W) 7.68 8.70 0.57 . 1.97 186.9 0.9D+1.3W 3.83 9.55 0.50 1.74 182.2 1.4D+1.7L+1.7H • . 8.59 20.00 • . 0.58 2.02 187.9 • 0.9D+1.7H .• 2.85 20.00 0.49 1.69 180.8 - Ultimate Positive Moment and •Deflection(per bar spacing) 0.80 . . Load Case Mn Mn . +Nu Strength def 1. kip-in kip-in kip-in Ratio in 1.4D+1..7L • .156.3 125.1 0.00 0.00 0.0000 OK 1 4(D+L+E) 159.4 127.5 21.98. 0.17 , 0.1824 OK 0.9D+1.4E •• : 138.5 110.8 25.33 .0.23 • 0.2495 OK 0..9D-1.4E •• 134.8 107.8 0.00 • 0.00 0.0000 OK 0.75(1.4D+1.7L+1.7W) 153.0 12.4 16.48 0.13 0.1349 OK 0.9D+1.3W 138.6 116.9 19.64 0.1.8 0.1732 OK 1 4D+1 7L+1 7H 156-3 125.1 1 .0 00 0 00 0 0000 OK O..9D+1.7H 134.8 - 107.8 0.00 0.00 0.0000 OK A.0 J..iL • Xxxxx 1636 Wilshire Blvd. #200 W-13 Los Angeles,CA 90017 CMD94 v 94.06 File name SDOOPL WKB REINFORCED CONCRETE MASONRY SLENDER WALL PER 1994 UBC SECTION 2108 2.4 --SLENDER WALL DESIGN - Ultimate Axial Load and Data for Neg. Moment Calcs.(per bar spacing) Load Case Pu @ h Ase c Icr kips ft inA2 in jflA4 1.4D+1.7L 8.59 20.00, 0.58 2.02 187.9 1.4(D+L+E) 7.86 20.00. 0.57 1.98 187.1 0.9D+1.4E 2;.85 20.00 0.49 1.69 180.8 0.9D-1.4E 3.75 10.36 0.50 1.74 182.1 0.75(1.4D+1.7L+1.7W) 6.44 20.00 0.55 1.89 185.6 0.9D+1.3W 2.85 20.00 0.49 1.69 180.8 1.4D+1.7L+1.7H 8.59 20.00 0.58 2.02 187.9 O.9D+1.7H 2.85 20.00 0.49 1.69 180.8 Ultimate Negative Moment and Deflection(per bar spacing) • 0.80 Load Case Mn OMn -Mu Strength def 1. kip-in kip-in kip-in Ratio in 1.4D+1.7L -156.3 -125.1 -14.12 0.11 0.0000 OK 1.4(D+L+E) -153.7 -122.9 -12.66 0.10 0.0000 OK 0.9D+I.4E -134.8 -107.8 -3.74 0.03 0.0000 OK 0.9D-1.4E -138.3 -110.6 -26.97 0.24 ,-0..3039 OK 0.75(1.4D+1.7L+1.7W) -148.5 -118.8 -10.59 0.09 0.0000 OK 0.9D+1.3W -134.8 -107.8 -3.74 0.03 0.0000 OK 1.4D+1.7L+1.7H -156.3 -125.1 -14.12 0.11 0.0000 OK 0.9D+1.7H -134.8 -107.8. -3.74 0.03 0.0000 OK Ultimate and Nominal Shear (per bar spacing) 1 = 0.60. Vn= Load Case Governing Vu 2Amvf'nv'0.5 Strength Location kips kips Ratio 1.4D+1.7L Top 0:06 5.67 0.01 OK 1.4(D+L+E) Top 0.49. 5.67 0.09 OK 0.9D+1.4E Top 0.45 5.67 0.08 OK 0.9D-1.4E Bottom 0.45 5.67 0.08 OK 0.75(l.4D+1.7L+1.7W) Top • 0.38 5.67 0.07 OK .0.9D+1.3W Top 0.36 5.67 0.06 OK 1.4D+1.7L+1.7H Top 0.06 5.67 0.01 OK 0.9D+1.7H Top 0.02 5.67 0.00 OK B & B Associates Inc. _C_ I _ PAGE _____ __ OF rc-a IEngineers DATE 1636 Wilshire Blvd. Los Angeles, CA 90017 PROJECT tel: (213) 353-1440 fax: (213) 353-1458 JOB NO. BY - ...-.- - ................................................................... ......... --------------:--• ...............-..---.--.----- - -- -- - -- --- --------------------- I ----- - - -------- _______ 1 B & B Associates Inc. al tJcJ 1636 Wilshire Blvd. Los Angeles: CA 90017 tel: (213) 353-1440 fa>: (213) 353-1458 PACE - - OF DATE PROJECT JOB NO. BY t ii ------- If - - - ,-77 :- 777 J EI VII - 1Ij I i±'i1+IH 1-FH-H-t-H-1 ..........J-L 4.4.jJ .. fl-sc -'z 1 Ti jt:jL::i --r 4-# if I: tIi R IC ----i - ---- - ------- H T T il I;Ir1 i1Ik I-LtJ TT7T i'I i i -T-E_ .- ......... :..j.. LL. . - I - -- - - -- - ________________ I• I - -- -. -------- ..................... -- - -------------------------------- - - - - - ---- : -- -: .. 1.------------------------------------------------------------L! - . . . -- I - - - - --------- __I _I------------- Ti - _l_ - - - - - __ l_ ---- -- ---- - ----- _I .... - 2 -- I ---- -= B &;.B Associates !flP:•. PA_____OF 3trL1-ctLJr3I FEE ngir1ers DATE 1636 Wilshire Blvd. Los Angeles, CA 90017 PROJECT tel: (213).353-1440 fax: (213) 353-1458 JOB NO. BY 1 "E --f--- : 1EniE E E E E . - I :1! •1 . fti-H+1H-1H+-ft - 11.i if ii;li if ---.5—i-- ji; 11 T 1 ---rTT-1i ---------- 7- - IiI LIT i---1 I a -.-. ...1.. ..........:.I...J_.... ------------------------------------ - - s . •.-- - - - . . .. . S ... .......................................- ......-- .......-S ............ . .:------------------------------------- - - -- -_----5 - I ------------------------------------- - - - - -1 ------------------------- --S ..........------.....................-.,-.._ i_• . - -..---- -- I -- -------------------------_..I -__...-5J- ---------------. .- ___________ I ____________ ------ I _____________________ - l________•________ 1 - Ii --i ----- _i --- - - ::II---------------'1T -- ; - .; . • - . ...-. . I H..L i ._j- I B & B Associates Inc. trtictiir'I rigirir 1636 Wilshire Blvd-Los Angeles, CA 90017 tel: (213) 353-1440 fax: (213) 353-1458 PAGE______ DATE PROJECT - JOB NO. OF' hiT±U'I44 :F 'L : T:Ei±: i1 f1 -4- 4_1 I4TIc1c -_ 1Thlt'1H I il' 'Jtjj! [III I H' - U I_i_i_I - - - - -5LQ -tZ "TkK-- - - - - -- - - A I------- - -- --v -- Y61 -- -- -- - -- I--- -_____L_ - - --------------- ----------------- - - B & B Associates, Inc. 1,636 Wilshire Blvd., Suite #200 Los Angeles, CA 90017 Date: 05/10/96 Page:- bUUP%tlb FOOTING UISR.5N Columns Design LOADING DATA 1 2 3, Dead Load k: 26.00 17.00... . 40.00 Live Load k: 0.00 0.00 0.00 Short Term Load k: 0.00 0.00 0.00 Seismic Zone : 0 - 0 0 Overburden Weight psf: 0.0 0.0 0.0 Combining Live & Short Term Loads ? No No No FOOTING DATA Size (Length & Width) tt: 4.00 3.50 5.00 Thickness in: 12.00 12.00 12.00 #of Bars : 5 5 6- Rebar Sue Number #: 4 4 5 Column Dimension in: 5.0 5.0 6.0 fc psi: 3000 3000 3000 Fy psi: 40000 40000 40000 Cover over rebar in 3.0 3.0 3.0 Concrete weight pcf: 145.0 145.0 145.0 SOIL DATA Basic Allow Soil Brg Press. psf: 1800 1800 1800 Short Term Duration Factor : 1:33 1.33 1.33 Ftg. Depth Below Soil ft: 2.00 2.00 2.00 CALCULATED FORCES Maximum.Static Soil Pressure psf: 1770.0 1532.8 1745.0 Allow Static Soil Pressure psf: 1800.0 1800.01 1800.0 . Max. Short Term Soil Pressure psf: 1770.0 1532.8 1745.0 Allow Short Term Soil Pressure psf: 2394.0 2394.0 2394.0 .1 -Way: Allowable Shear psi: 109.5 109.5 109.5 Vu/Phi• psi: 29.5 19.5 42.1 2-Way: Allowable Shear psi: 219.1 219.1 219.1 Vu/Phi psi 89 .0, 57.4 132.3 Mn k-ft. 7.2 8.2 10.5 Mu/Phi k-fl: 4.4 2.8 6.9 -• REINFORCING I Actual Bar Depth in: 8.75 8.75 8.69 Mm. Allow % Reinforcing : 0.0014 0.0014 -0.0000 -200/Fy : 0.0050 0.0050 0.0050 Req'd Per Analysis : 0.0013 0.0008 0.0021 USE %: 0.0019 0.0019- 0.0028 Rebar Area Req'd... in2/ft:. . .0. 20 •. 0.20 . •. 0.29 Total Area Req d in d.81, 0.71 1.44 REBAR CHOICES -• Quantity of: #4 Bars : 5 5. - 8 . #5 Bars : 4 3 6 - #6 Bars - : 3 3 .4 #7 Bars : 2 2 -3 #8 Bars : -2 2- 3 . #9 Bars - . : 2 2 2 - - #10 Bars : - .2. .2 2 V4 483 (c) 1983-95 ENERCALC B & 8 Associates Inc KW060220 B & B Associates, Inc. 1636 Wilshire Blvd., Suite #200 Las Angeles, CA 90017 . Date: 05110196 Page: C- STEEL-COLUMN BASEPLATE DESIGN , P6std None LOAD DATA ', 1 2 3 4- Axial Load : 26.00 k 17.00 k 40.00 k 40.00 k X-X Axis Moment : 0O0 k-ft 0.00 k-ft 0.00k-ft 0.00 k-ft AISC Section Name : P5std P5std TS6x6x3/8 P6std BOLT DATA Bolt Tension Capacity : 8.80 k 8.80 k 8.80 k 8.80 k Bolt Count Per Side : 2 2 2 2 Anchor Bolt Area : 0.440 in 0.440 in 0.440 in 0.440 in 'Bolt Dist. from PL Edge : 1.50 in 1.50 in 1.50 in 1.50 in PLATE & SUPPORT DATA- Baseplate Depth : 12.00 in 12.00 in 12.00 in 12.00 in Width : 12.00 in, 12.00 in 12.00 in 12.00 in Support Area Depth : 48.00 in ' 42.00 in ' ' 60.00 in 60.00 in Support Area Width , :' 48.00 in 42.00 in 60.00 in 60.00 in MATERIAL DATA - f'c : 3000 psi 3000 psi 3000 psi 3000 psi Fy : , 36 ksi 36 ksi 36 ksi 36 ksi Load Duration Factor : ,' 1.00 . 1.00 1.00 1.00 AISC Section Depth : . 5.56 in 5.56 in 6.00 in 6.63 in Flange Width ':'' 0.00 in 0.00 in 6.00 in '0.00 in Flange Thickness .: ' 0.000 in 0.000 in 0.375 in 0.000 in' 'Web Thickness ': 0.258 in 0.258 in 0.375 in 0.280 in PLATE DESIGN - Mi Required Thickness : 0.850 in 0.687 in 0.632' in 1.054 in Plate Analysis MethOd : 3 ' 3 3 3 ' Tension Force per Bolt : 0.00 k 0.00 k • 0.00k ' 0.00 k Bearing Stress • : 180.56 psi 118.06 psi', 277.78 psi 277.78 psi Allow Bearing... Per ACI 10.15 :, 3570.00 k .3570.00 k 3570.00 k 3570.00 k Per AISC 1.5.5 • : 2100.00 psi 2100.00 psi 2100.00 psi 2100.00 psi' Max. Plate Capacity for , • ' Allowable Bearing... : 302.40 k 302.40 k 302.40 k 302.40 k PLATE ANALYSIS - Actual Plate Thickness : 1.000 in 0.750 in 0.750 in 1.125 in Max Allow Plate Fb : 27.00 ksi 27.00 ksi 27.00 ksi 27.00 ksi Actual fb : ' 19.50 ksi '22.67 ksi 19.20 ksi 23.70 ksi 'V4.4133 (c) 1983-95 ENERCALC . . ' 'B & B Associates, Inc., KW060220 ' . • [7 B & B Assoc iates Inc.' PAGE c—'-7_OF__ triitiirI .rigrirs DATE 1636 Wilshire Blvd. Los Angeles, CA 90017 PROJECT J tel: (213) 353-1440 fax: (213) 353-1458 JOB NO. BY - VIP - --------- - ------ ----- -: ------------ ----- --t -- Icj Wi 7J_ i J11T - ------------------------------------------- eNkt T JLL /4 - T3 I - - - --- --- ---H-H- - - _±kfi @1t ±:fzCT3 t - --- -- - - KT Ap P\ToL V-o t' Sl To C TlN ..r --ri ........---•---- -------- ......- - ..,.•..-•• - -. - ............ ... :.,.:_4__•.L.-L_: ---- -:..................: •'........--.._...-. -----------.•: -------------------------------------- 4 - -i--i----- --- - -- ---- - ---------------------------------- - - -- -- 1 --- -- - 1 - - ---------------------------- I - B&B Associates Inc. PAGE OF tJWl 3tri.ictij r='-- 1A EE ng I nrs DATE 1636 Wilshire Blvd: Los Angeles, CA 90017 PROJECT _______ tal: (213) 353-1440 fax: (213) 353-1458 JOB NO. BY EE i TI E le UL = - ItII I' it _LL_1_ °H V4II j . p : I__l _i ---H-- a-H--------------------- I I - -- ---- -- --I-- --- r - -'-4 -- ___I__ - uw zz/T '1:T JI Avp ArOPrflot '-o' frt-H 1D To E- - - - - .........-'-V. ••__ ----------''V :_. --.--. . . - ---.-'-.i- '---'--'.- - - - ---- '.1 - - - -- -- -: - - -- -- ---- 1- - - -- - - - - - I ...........................................,'T 7'': T1 -'----y-r-'--------;------- [?' B & B Associates Inc. PAGE______ OF' 5tructurI EEngir-ers DATE 1636 Wilshire Blvd. Los Angeles, CA 90017 PROJECT tel: (213) 353-1440 fax: (213) 353-1458 JOB NO. BY ---- --+J--- -i--H--11 It --- - -N'--.t = - --------------- - j_ I - - _I I 4IRYc:iT 7 21 -- - - 1 -- -- 41:i ::tJtTT:tu±± I1' 77 - -------------------------------- I I - 1 - - ii .'-.'-. ---------------'0 ------ --- = - - .- . -'--. -- --------. . 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BY IT _II TT H It '1t it - - :- - - x -7i '- -- ....i :'Ii1I.1 I I1TTV3TLTtZ4 74 f- 5 t' 1T - T flii _i_!.. ........ii...................._._J J_J J4,,ijj_, T J: IiT4 .. - -- I _ - --I ..--.-.,--.-.. .................... .••...-:..............--•-: - . •• • • I L T . .........................••_•______i__•__ - : _____ J__ .•. - --------. -------------- .................:.,.•_.••-----'-----------:----;•- ...•--...-...----..........-.•_-.•..---.-..-----1---.---...----...--....--------- ....... ._-_.•.•.-._ . -- -------------- - - ---- --- _ ------------ III -. - F .11._.i.._ ..... J.....i. o B& BAssociates Inc. 1?7j rza ngirirs J) 1636 Wilshire Blvd. LosAngelesCA 90017 tel: (213) 353-1440 213) 353-1458 PAGE L-V2. OF DATE PROJECT JOB NO. BY t L : 1: ii I + 1+ I L* 1± I I I I I I L H ............ :LJj..),_ I L - 17 ii pa ---------- :4&: /2- - - - - -- -. 1' oJcI II - C44 ) - . . ...................................... .......- - - - - - -. ---- ---- - - -- ________I---------------- - --- - ---------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------- - - -- -- ................................................................................................................ -------------------------------------------------------------------------------------------------------- - - CO1[M '4L J&eyC,t ,pt Ve)% ResDonses to Plan Check Corrections 1— 1 (- July. 8, 1996:.: RE: Vons'.#142 : . Carlsbad, Ca . Item 27 See general notes iteM9. . . Item 28: N/A- Item 29: N/A":. . . .•: Item 30: See, foundation notes and Slab on grade detail on sheet S-1.0 Item 31: Sóefoundation nOtes and Slab on grade detail on sheet S-1.0 Item 32: See revised special inspection table on detail 15 of sheet S-0.0 Item 33: N/A Item 34: Complied. Item 35: See revised roof plan and attached calculation for roof purlins. Item 36:. See revised reinforcing on. detail 4 of sheet S-I .2 Item 37: See revised footing Schedule. . . Item 38: See revised footing schedule. . .. Item 39: MC18X42.7 extended to act as drag member. C 8X1 1.5 eliminated. .. See section 4 on sheet S-3.3 for detailing ôfthé drag member. U OA 0 -PAGE--I- - ---- PROGRAM GLBMSG, VERSION - 2 00 INPUT FILE BEAM2 06-14-1996 14 03 TYPICAL BEAM DATA TYP. DL. (PSF).;.. 16 TYP. LL. (PSF).... 20 E (10X6 PSI) .......1.. 8 .' . FB (PSI) ...........2400 FV (PSI) ...........165 . . DURAT' N LD FACTOR 1.25 . ***** BEAM NO. 2 . TW= 9.5 FT ATRIB= 193. FT-2 DL= 16. PSF .LL= 20.PSF ------------------------------- 6' AND f R1(MAX= 3476.#) R2(MAX= 3476.# (DL= 1545.#) . S (DL= 1545.#) CRIT.SHEAR. = 3134.# S S AR= 22.8 IN-2 MAX MOMENT @ 10.16 FT FROM Ri: MMAX= 1.7669. FT-LBS SR= 71. IN-3 -------------------------------------------------- --------------- 7 ---------- USE 3-125,x 12.0 GLB . A = 37.5 IN-2 . S = 75. IN-3 C1= 0.000 C = 0.875 C2= 0.000 5 -------------------------------------- ------------- ---------- ---------- + S S S S 4 —PAGE--I- - PROGRAM-- GLBMSG, VERSION - 2 00 INPUT FILE BEAN 06-14-1996 =—.-'-13:47 TYPICAL BEAN DATA TYP DL (PSF).... 16 . TYP. LL (PSF) .... 20 E (10X6 PSI) .....1.8 . . . . PB (PSI) . ...... '240,0 . . .., FV (PSI) ............165. .- DURAT' N LD FACTOR 1.25 . ***** BEAM NO. 1 a TW= 10.0 FT ATRIB= 415. FT-2 . &iv U W U5 . '--1 6.. PSF A .. -------- * ----- :----- :.LL= 16. PSF ------------- 'j. IW=320. PLF ( 160. DL ONLY) I. . A- J += -------- 411.5 FT F . . IR1(MAX= 6640.#) . 192'(MAX=-6640.# (DL= 3320.#) (DL= 3320.#) . CRIT.SHEAR = 6000.# . . ....AR= 43.6 IN-2 MAX MOMENT® 20.75 FT FROM Ri: MMAX= 68890. FT—LBS SR= 276. IN-3 + --------------------------------------------------------------------------+ USE3.125 x 24.0 GLB . A = 75.0 IN-2 S 278. IN-3 C1= 0.000 . C = 2.000 C2= 0.000 ------------ IIIII ----------I---I------------- • - PAGE - - I- PROGEAM: GLBMSG, VERSION - 2.00 •. INPUT FILE: BEAM 07-08-1996 11:38 TYPICAL BEAM DATA: . TYP. DL (PSF)...; .16 TYP. LL (PSF) 20 . E .(10X6 PSI) .......1.8 . • . FB(PSI) ...........2400 . . FV (PSI); ........165 DURAT'N LD FACTOR 1.25 ***** BEAM NO. 1 TW= 80 FT . ATRIB= 334. FT-2 All,+ DL= 16. PSF LL= 16'.PSF + ---------------- 41.8 FT lR1(MAX `= 6133.#) R2(MAX= 6068.#.. (DL= 34574) (DL= 3393.#) POINT LOAD 1 ( 20.0 FT FROM R1)= 1500.4* (DL ONLY= 1500.4* CRiTSHEAR@ RIGHT SIDE OFRi: . VMAX = 57017.4* AR=l 41.6 IN-2 . MAX MOMENTO@ 20.00 FT FROM Ri: MMAX= 71454. FT-LBS SR= 286. IN-3 + - ------------------- -- --------------------------------------------------+ USE 5.125 x 19.5 GLE • A = 99.9 IN-2 S = 308. IN-3 C1= 0 0.000 . C = .2.750 C2= 0.000 0 + ----------------------+ LIZcO • • :' 1;7.yo Z121 . ••• 0 • 0• 4 BE 11 44 FROM MFR-INc-lo4B:474 TO LIMO-F FHtE 004 Carlsbad 96-939 June 12, 1996 I Please make all corrections on the orig'ina'l tracings and submit two new sets of prints, to - EsgilCorportion, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, 68 (619) 560-14 or to the jurisdiction's building department 2.. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Pleaseinclude the California license number, seal, date of license expiration and date plans are signed. Busines and Professions Cod. * 3. 'UBC Section 107.2 r'equires. the Building Official to determine the total value of - all construction work proposéd under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing heati ------ - - equipment. Please provide a : signed copy of the designer's or contractorts construction cost estimate of all .work proposed. • . . 4. lnareas where the occupant load exceeds 1,000 four exits are required. See Table 10-A The fourth exit seems to serve only the second floor. - - 5 Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations Section 1 005 7 Detail 5 on sheet A-7.0 of the plans does not meet a,one-hour assembly ELECTRICAL PLAN REVIEW 1993 NEC I PLAN REVIEWER': Eric Jensen -4 - - ..- .-- ---,.- tJ6jiow locajions of the following electrica sctc r'cmr • . , 4 0• . ......c i- . c7jlnclude on the eletriäal plan.sth&reuirementsfora "Refrigeration Room': as 4 and 5. -Show.t - -. ____%A I ft tH~G - 8 Is the eisting electrical system, "MCC-P", rated to handle the additional rcompressor loads as shown on the plans? Motor loading only is approximately. 790 amperes of FLC that will be fed from an 800 ampere switchboard with 800 ampere feeders The NEC requires 125% of largest motor FLC for feeder calculations as well as short-circuit/ground fault feeder overcurrent device \ cilations tà include the largest motor SC/GF device sizing., 'Low NL ncm,6 t (T'OV AO r_Q1 hA) Ctlew -, . ., Or t\. w "Ee1t' i6 ii . - i' FRO[--I 1lFR-IN'-1043:474 Tu LINO FH'E U05 F. 0 ,, . . . .,,, 0, Carlsbad 96-939. . . . . . . . June 12, 1996 9 -'r -6f ProvideQelectrical plan Include rooftop equipment and GFCI protected convenience outlets j Note: If you have any questions regarding this'electrical plan review list please contact the plan reviewer listed above 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 Adarnek --- 10. Provide evidence of Health Department approval. . 11 Each sheet of the plans must be signed by the licensed designer. . .. , . PLUMBING (1994 UNIFORM PLUMBING CODE) 12. Provide complete gas line plans and calculations, showing pipe lengths and'gas demands. .UPC Section 1217,0 .1. ' 13. Show that water heater is adequately braced to resist seismic forces. Provide ' two straps., One strap at top 1/3 of the tankand one strap at bottom 1/3 of the tank. UPC, Section 510.0 14. Detail the 'required listed reduced. pressure principle backflow prevente.r as Protection of water connection to carbonator. UPC, Sction'603.312' MECHANICAL (1994 UNIFORM MECHANICAL CODE) 15.,,.. Provide complete kitchen hood plans, details, and calculations to show • ,:.. ••' . : compliance with UMC, Chapter 5, Part has per the following: ' . a)' Each room provided with a kitchen exhaust system shall have -air supplied to the room equal to the'amount of air to be exhausted. The exhaust and , ' .' 0 'make-up air systems shall be connected by an electrical'interlocking " switch.' UMC, Section 4.02.4 Correct the Wring Diagrams on sheet AC-4 to match the notes in Hood Calculations on sheet AC-3 4 11 45 F Full MFF-INC-3104934374 TO LINO-P PflGE . 006 L Carlsbad 96-939 June 12, 1996 'a ENERGY CONSERVATION 16;' Provide plans, calculations and worksheets to show compliance with current energy standards. Provide the completed ENV-, LTG-," and MECl-I- forms showing energy compliance The ENV-1 part 2 of 2, ENV-2, ENV-3, LTG-1 part 1 of 2, LTG-1 part 2 of 2, LTG-2, MECH-1 part 2 of 3, MECH-1 part .3 of 3, MECH- 2, MECH-3, and MECI-I-4 forms are missing. L9 - S. On the plans clearly show,the wall and roof insulation locations, thickness, and R-values, as per the energy design. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 1131 (d). 44Xt5 nfl Cc prJ 10tJ15 In ç h'b i-i eve Iihting controls as per Title 24, Part 6, Section 131 (b) • 20 Show the daylit areas and required daylit area lighting controls for lighting in daylit areas Title 24, Part 6, Section 131(c) f4c\p.) Itev t-' NIr The completed and signed ENV-1, LTG-1, and MEçj forms rnustbeimprinted on the plans The ENV-1 part 2 of 2. LGTrt1 of 2, LTG1 part 2 of 2, MECH-1 part 2 of 3, and MECH-1 part 3 of 3, forms are missing. Complete energy plan check will be done when complete corrected energy.' designs are provided. Note: If you have any questions regarding this 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. , ,. ' ''.' MISCELLANEOUS ' -' . 23. Exit through 'a storage is not allowed Check the exiting for the mezzanine. .24.;. . Provide 'a fully. dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets,' existing and proposed buildings and structures.' Clearly designate any side yards used to justify increases in allowable area based on Section 505. ' 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. JUN f14 '498 C - 11:50 FROM MPR-INC-3t4S474' -r-Q 1BS - PAGE .r S ._.i Carlsbad 96-939 June 12, 1996 5 Provide roof electrical plan. Include rooftop equipment and GFCI protected • convenience outlets,- • S - 4'. Note: If you have any questions regarding this electrical plan review list plese contact the plan reviewer listed above at (619) 560-1468,'T6. speed the review process, note on this list ( or a coy)'where the corrected items have been addressed on the plans. . .. :- .... I S . 4. .•.•, 5 14 - / PLUMBING, MECHANICAL AND ENERGY CORRECTIONS . S Y•__" 01 4amek ----_.--_ •••.• •&- 10 4- .• S •• / Provide evidence of Health Department approval / S.. 11 Each sheet of the plans must be sined by the licensed designer. _*4 -. • . •••, . 5-- .i - \ 4 . S ••••. I S 4 . . • . . PLUMBING (1994 UNIFORM PLUMBING CODE) •• 12. 4- 4 'l Provide complete. gas line plans and calculations, showing pipe length s..andg .5.. •as demands. UPC Section 1217.0 13. Show that water heater is adequately braced to resist ,Jsrnic.forc.es..Provie two straps One strap at top 1/3 of the tank nd one strap at t'ottom 1/3 of the tank UPC, Section 5100 439 14 Detail the required listed reduced pressyre prtnciie backflow preventer as N.. protection of water connection to carbonator. UPC -Section 603 3 12 50&i'-z. i7'I— /e2,% 44fl- / s 5.. ............. •,............•.-.... .......--.5 ...-.• -..-::.' MECHANICAL (1994 UNIFORM MECHANICAL CODE) 1-5. - ..r / \..firovide4 complete kitchen hood plans; detaiIs,-andøaIôulatioh.s to show compliance with UMC, Chapter 5, Part has per the following a) Each room provided with a kitchen exhaust system shall have air supplied to the room equal to the amount of air to be exhausted. The exhaust and • 4 make-up air systems shall'be connected by an eleotricaP-interlocking switch. UMC, Section 402.4 Correct the Wiring Diagrams oréheetACS.4 • - to match théhotes in Hood Calculations on sheet AC-3. • '4 , 5 -- . S.. •' 5 S 5. 5 •. S S • S * - . - • - I5S l - $4SS• •, - - 5 - 'S - - - IEIKLEINFELDER An employee owned company June 24, 1996 Project No 58-648301 Mr. Thomas Whalen The Vons Companies, Inc 618 Michillinda Avenue Arcadia, California 91007-63.00 Subject Review of Foundation Plan Expansion of Vons' Store #142 Carlsbad, California Reference Kleinfelder, Inc.' Preliminary Geotechnical Study, Expansion of Vons Store #142, Carlsbad, San Diego County, California," dated March 15, 1996 Dear Mr. Whalen We have reviewed the foundation plan dated June 11, 1996 for the subject project In our opinion, the recommendations presented in the referenced report were substantially incorporated into the foundation design Thank you for the opportunity to be of service If there are questions please call us Respectfully submitted FESS KLEINFELDER INC. 2 0 s M1 Ex. Date 9/30/99 X J/cqu7s 1B. Roy oenical Engireer cc Terry Todd MPR 0p cU (I)IR96 024 Project No. 58-648301 . Copyright 1996. Kleinfelder, Inc. - All Rights Reserved KLEINFELDER 15375 Barranca Parkway, Suite B-103, Irvine, CA 92718 (714) 727-4466 (714) 727-9242 fax r"- / '. Consamer Food Protection Plan Check and Construction Unit OFFICE USE ONLY " Rem of E06772 Intake Date 5/28/96 1 !paid $2750.00 . Act. Code S08 CT.(L98.O1 C)ck #1033005 City/County Code 02 PLAN. CORRECTION SHEET Route Code FA05/Sundberg Field PC Staff Gath Plan Check #E 47246 EST NAME VON'S EST TYPE Market * . S SITE ADDRESS 2560. El Camino Real CITY Carlsbad ZIP I' OWNER/BUILDER VON'S Companies Inc PHONE (818)821-3989 MAILING, ADDRESS 618 Michillinda Ave. . CITY Arcada ZIP 91007 GENERAL CONTACTQR' ._. S. S ._,PHONE START DATE //' Mo/Yr P/\U CONTACT __Branko Prebanda PHONE (310) 594-9333 PLANS: R~';:~~D /D €)V-ED . PLAN. CHECKER DATE le One) / 0 (Sigr(ature) Est. RECHECK FEE REQUIRED $_________ Time RECHECK APPOINTMENT DATE -efI L1 4 / ENV HEALTH OFFICE (Si.D.) EAST CO ENV HEALTH OFFICE SAN MARCOS OFFICE,.-" 1255 Imperial Ave -3rd Flr 151 Van Houten Ave Ste B 338 via Vera Cruz Sari Diego, CA 92186 El Cjon, CA .92020-4429 . :. • San Marcos,' CA 92069- ': (.619)'338-2222 . . (619.) 4416666 :(619) 471 )7 . . : S ' ' S DHS EHS-886 (8/91) I *' INSPECTION -PROGRAM PROJECT VONS #142 - LOCATION.'.CARLSBADCA - NOTES a) In addition to the regular inspections, the following checked items will also require special hspection in accordance with Section 306 of the Uniform Building Code I b) Where special inspection is required for Masonry, Prism Tests shall be performed in accordance with Section 2405(c) C) The Special Inspector shall be employed by the Owner or Agent of the Owner * ITEMS T .. -.,REQUIRED? INSPECTION COMPANY .. NAME. OF INSPECTOR - Soils compliance prior to Foundation Yes Inspection Structural Cohcreteover25OO PSI . Yes •.•;r .:') . . S.. .. . Field Welding r Yes i I Expansion/Epoxy Anchors Yes (HILTI Anchors) - Special Masonry - Yes INSPECTION PROGRAM PROJECT: VONS #142 : LOCATION: CARLSBAD, CA . NOTES: a) In addition to the regular inspections, the following checked items will also require special inspection in acc rdance with Section 306 of the Uniform Building Code. - b) Where special inspection is required for Masonry, Prism Tests shall be performed-in accordance with Section 2405(c) c) The Special Inspector shall be employed by the Owner or Agent of the Owner - ITEMS REQUIRED? INSPECTION COMPANY NAME OF INSPECTOR Soils compliance pnorto Foundation Inspection Yes ____________________ - • • • •• .- •. •- - Structural Concrete over 2500 PSI Yes Field Welding • • Yes • • 4 - _________________ • • Expansion/Epoxy Anôhors Yes • • (HILTI Anchors).- . • • • • Special Masonry • Yes - •• - • - .-- iL-. Musil Perkowitz Ruth, inc. Architecture • Planning Vons#142 MPR Job No. 96-15023 Carlsbad, CA Plan Check Correction Responses Continued Correction #4 ..The total occupant load used to calculate the number.of exists, included the occupant load of the require 4 exits. If the mezzanine is mezzanine whichputsthe total over .1,000occ., which does M. Principals: Lawrence Musil, AIA deemed a "second floor', and has the required exiting to serve its occupant load, can we not Simon Perkowitz, AIA, PE subtract the occupant load of the "second floor' from that of the "first floor", which, in turn, puts Steven J Ruth AlA total occupant load for the first floor under 1,000 occupants, which would require 'at' least 3 .the Associates: exits. . ' . . Gary Clements Kenneth P. Gunther * Changes to the Plan other than Building Dept. Corrections. Michael J. Leberman Branko Prebanda Brian Wolfe 'Masonry enclosure at the loading dock was eliminated. Ted Yoshizaki 2.. ' Minor soffit relocation at sales floor. , Chainged seafood prep area to pre-fb. box. . Revised refrigeration room layout at the mezzanine.' ' • Added secondary suspended air handler over produce-prep area. Showed existing, air handler at mezzanine tG rèmaiiiand eliminated new. replacement air handler.' . Showed removal for existing T-Bar suspended ceiling system and replacement with new. , Minor case fixture location changes.' * Site Plan Requirements A reference set of civil drawings is supplied with the Vons building set, which has been reviewed by the City of Carlsbad Engineering Dept.,, who. determined that the modification to the site was so minor that a permit for that portion of the work would not be required. 911 Studebaker Road ', ' ' • " • Long Beach, CA 90815 ' 310/594.9333 Wilsonville, OR Sacramento, CA • Honolulu, HI Newport Beach, CA . •V\ 'V Nelson Air Conditioning Corporation 232 S. EIGHTH AVENUE July 8, 1996 . CITY OF INDUSTRY V CALIFORNIA 91746 (818) 369-0880 Musil Perkowitz Ruth,'Inc. - V V 911 Studebaker Road V FAX (818) 336-0426 Long Beach, California 90815 Fax 310-493-4374 Attention Mr. Terry Todd Reference Vons #142 Carlsbad, California Dear Terry, These are the changes done based on the Building Department V Corrections dated June 12, 1996. Heating, Ventilation and Air Conditioning 15. Refer to Equipment Schedule "AC-4" and Detail Drawing "AC-3. V V 16. See Sheet AC-1 and attached Title 24 forms. 17. Refer to Architectura-1 Drawing. Energy Conservation: V V V 21. See-Sheet AC-1 and attached Title 24 forms. V V Very truly yours, NELSON AIR CONDITIONING CORPORATION un uerrer Engineeri .' —"JUN 14 ,'9G 13:22 FROM MPP-INC-3104934374 TO NELSON PAGE O5 Carlsbad 96.939 . . . June 12, 1996. ., Provide roof electrical plan. Include rooftop equipment and GFCI protected convenience outlets. Note: If you have any questions regarding this electrical plan review list please contact the' plan reviewer listed above at (619) 560-1468. Tospeed 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 Provid.e evidence of Health Department approval. Each sheet of the plans must be signed by the licensed designer. S . . . PLUMBING (1994 UNIFORM PLUMBING COPE) ,. •.• . 12. Provide complete gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0 .. 13. Show that water heater Is adequately braced to resist seismic forces. Provide • two straps. One strap at top 1/3 of the tank and one strap at bottom 113 of. the tank. UPC, Section 610.0 0 14. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to crbonator. UPC, Section 603.3.12 .1.: .. : MECHANICAL (1994 UNIFORM MECHANICAL CODE) 15 Provide complete kitchen hood plans, details, and calculations to show •: compliance with'UMC,Chapter 5, Part ii as per the following: . . . a) • Each room-provided with a kitchen exhaust system shall have air supplied to the room equal to the amount of air to be exhausted. The exhaust and . •0 make-up air systems shall be connected by an electrical interlocking switch. UMC, Section 402.4 Correct the Wiring Diagrams on sheetAC-4 to match the notes in Hood. Calculations on sheet AC-3. •• 4 9tL±. ot1Q AA S J'.JUN 14 'SE 13:23 FROM 11PR-INC-3104934374 TO NELSOII P AGE 005 Carlsbad 96-939 June 12, 1996 ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. Provide the completed ENV-, LTG-, and MECH- forms showing energy compliance. The ENV-1 part 2 of 2, ENV-2, ENV-3, LTG1 part I of 2, LTG-1 part 2 of 2, LTG-2, MECH-1 part 2 of 3, MECH-1 part .3 of 3, MECH- • 2, MECH-3, and MECH-4.forms are missing. % ( On the plans clearly show the wall and and. R-values, as per the energy design. 4 Plod Provide automatic shut-off controls for lighting as per Title 24., Part 6, Section 131(d). .. ; ........... . .. -. bi-levet lighting controls as per Title 24, Part 6, Section 131(b) 20. Showthe daylit areas and required daylit area lighting controls for lighting in 0 daylit areas Title 24, Part 6, Section 131(c). •. .21. The completed and signed ENV-1, LTG-1, and MECH-1 forms must,be imprinted onthe plans. The ENV71 part 2 of 2, LTG-1 part I of 2 LTG-I part 2 of 2, MECH-1 part 2 of 3, and MECH-1 part 3 of 3, forms are missing ç çi Ac H u'd cdLL. 't4- 2.4 -Fim 22.. Complete energy plan check will be done when complete corrected energy designs are provided. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (819) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. -. •.• . . . MISCELLANEOUS 0 - - 23 Exit through a storage is not allowed Check the exiting for the mezzanine Providea fully dimensioned site plan drawn to scale- Show north arrow,. property lines, easements, streets, existing and proposed buildings and structures. 2. Clearly designate any side yards used to justify increases in allowable area based on Section 505. . . . 26. 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. • • . . Responses to Plan Check Corrections July 8, 1996 RE: Vons#142 Carlsbad, Ca 0 Item 27 See general notes item 9 Item 28: N/A Item 29: N/A Item 30: See:foundation notes and Slab on grade detail on sheet S-1.0 Item 31 See foundation notes and Slab on grade detail on sheet S-1.0 Item 32 See revised special inspection table on detail 15 of sheet S-0.0 Item 33 NIA Item 34 Complied Item 35 See revised roof plan and attached calculation for roof purlins Item 36 See revised reinforcing on detail 4 of sheet S-1.2 Item 37 See revised footing schedule Item 38 See revised footing schedule Item 39: MC18X42.7 extended toact as drag member. C 8X11.5 eliminated. See section 4 on sheet S73 3 for detailing of the drag member - 1- -PAGE--I- PROGRAM-=GLBMSG, VERSION - 2.00 INPtJTFILE BEAM 06-14-1996.13:47 TYPICAL BEAM DATA TYP DL (PSF) 16 * TYP. LL (PSF) 20 • •• .: E (10X6 PSI) .......1.8 FE :(PSI) ........... ..2400 FV (PSI)...........165 DURAT'N . LD FACTOR '1.25 . . ***** BEAM NO. 1 •. '• . :' TW= 10.0 FT ATRiB= 415. FT-2 DL= 16. PSF LL= .16.PSF S.. 4 4 - - - + 41.5 FT. •. ' . Rl(MAX= 6640'.#) . R2(MAX= 6640.# (DL= 3320.#) .. . ' (DL=, 3320.#) • CRIT.SHEAR = 6000.# ' . ,AR= 43.6 IN-2 MAX MOMENT @ 20.75 FT FROM Ri: ' MMAX= 68890. FT-LBS SR= 276. IN-3 ---------------------------------------------------------------------------------- .-•• ---+ USE 3 125 x 24 0 GLB A = 75 0 IN-2 S = 278 IN-3 .ci=.'o.000 • .., ' 'C = ..000 . ' .'.C2= :0000 ': • .- -------------------- ----- - - U'4 • . . . . • . .•. - PAGE--I-- GLBMSG,' VERSION - .. 2.00 INPUT FILE: BEAM .. :. •07-08-1996 11:38 ;TYPICALBEAM.DATA:. .:.. ... . TYP - DL :..( PS F.) . ... 16 . .. .•TYP. LL (PSF)..... 20 E (10X6 PSI) ...... 1.8 . . . . ,. FB (PSI) ...........2400 . 0 .• FV (PSI). ........165 DURAT' N LD FACTOR 1.25 .... BEAM -NO. 1 TW 8.0 FT . ATRIB= 334. FT-2 1~L13 . DL= 16. PSF LL= 16.PSF 41.8 FT R1(MAX= 6133.#) . . R2(MAX= 6068.# (DL= 3457.#) . . •, (DL= 3393.#) . POINT LOAD 1 .( 20.0 FT FROM R1)= 1500.# (DL ONLY= 1500.# • .....................SHE .. RIGHT SIDEOFR1. :vjAX. 57i7 ..AR= 41.6 IN-2 MAX MOMENT @ 20-00 FT FROM Ri MMAX= 71454 FT-LBS SR= 286 IN-3 ~ - ------ - --- - - - -- -- - -- -- --- -------------------------------- ------------------------------- - ---- - -- - -- - -- - + USE 5.125" x 19 5 GLB A = 99.'9 IN-2 S = 308 IN73 C1 0.000 • • 2750 ........C2 0.000+ -------------------- ---- ---------------------- . -+ d,L.cYJ'x z . - V : : r:L .. : .--• .7 - $ • $ -, -4 $3 -. -- '- RISK 7$ •'$ $ ••-: L y 7777 773$ 48 .4 14 1 85 I I Ii 4.4 PRELARY GEOCCAL STUDY;. fl EXPANSION OF VONS' STORE #142 I - CARLSBAD I SAN DIEGO COUNTY, CALIFORNIA I 4, 8 4. 48 4 1 44 - 4 Ii ( 44 U Prepared for flI 4 8 •444 848 - .14 . - .è • VTHEVONS COMPANIES, INC IJ 618 Michillinda Avenue ;'_, •• .; :Arcadia,Ca1ifornia91007-6300 -. .8-I •.- . 4 . 44 • - f__I Prepared by 1 I KLEINFELDER, INC 15375 Barranca Parkway, Suite B-1-03 fl Irvine, Calif orma92718-22O7 er * i 4 Müch15, 1996t by Th otis Corn es,-Inc.;-oily for the puxs te ,"and thin a reaonabItirne frbrnith. . issuance See Lurntalion ection regarding other uses I 4 s4 . 1 44 8 8 1 5 t -4. 1 4 4' I 4' 1 44 __:_± __ I K L E I N F E L D E R I - TABLE OF CONTENTS I Section Pne I ii 1 INTRODUCTION 1 Project Description 1 1.2 Existing Conditions 3 3 Purpose and Scope of Study 3 I i 2 GEOTECHNICAL CONDITIONS 5 21 Fill 5 ' 2.2 Terrace Deposits 5 2.3 In-Place Soil Conditions ...............................................................................................5 2.4 Groundwater ........................................... . ........................................ ............................ 6 CONCLUSIONS AND RECOMMENDATIONS .................................................................7 3.1 Sülfáte and Expansion ................... ......................... ............................................ ............ 7 I 3 2 3.3 Settlement Evaluation 7 Foundations ...................................................................................................................8 3.4 Interior Slabs-On-Grade ....: .......................................................................................:.. 8 3.5 'Subgrade Presoaking ............................................................................ . ......................... 9 I 3.6'Lateral Earth Pressures and Retaining Walls ....................................................................9 • . 3.7 Retaining Wall Drainage ....................................... ...................................................... 10 3.8 Asphaltic Concrete Pavement 11 1 3.9 , Portland Cement Concrete Pavement ........ .. ............. ............................................ ......... .ii 3.10 Fill' Placement and Compaction ................................................................... ........... ...... 12 3.1 .1 Temporary Construction Slopes ............. . . .................................................................. ... 12 • I 3.12 ' 3.13 Demolition ........... ........................................................ Overexcavation ...........................................................................................................13 ......................... .............. ............ .13 * 3.14 Utilities ............................... ............................................................. ............................. 13 1 3.15 3.16 Import Material..... ............... ................... . .......... ................... Construction Observation Testing and . ........................................ .14 1.14 I 4 CLOSURE 15 MAPS I SITE LOCATION MAP 2 BORING LOCATION MAP, ............. .......... ........................................................... Following Text I APPENDICES Appendix '. • 1 ' A FIELD EXPLORATION . B LABORATORY TESTING " C LIMITATIONS • 1 Project No. 58-648301 i Copyright 1996 Klein felder, Inc. - All Rights Reserved " " I I 1 I I I I I I 1 ' I I I I I 1 I I I _,7_. 'y'"-_• '4• 28 Miraca . oIlee vs I' ter N1 0k REFERENCE: USGS SAN LUIS REV QUADRANGLE, 1915 7.5 MINUTE SERIES, TOPOGRAPHIC MAP SCALE: 0 2000 10000 FEET 0 1 2M11 - KLEINFELDER SITE LOCATION MAP 2560 El Camino Real & Marron Rd. CARLSBAD, CA 2 64830' I I KLEINFELDER 1 1.2. Existing Conditions 1 41 ' .4 •1 . . .. 4 The area for expansion presently contains a vacant one story building measuring about 90 by 100 feet in plan. The space at the rear of the vacnt building is paved, and 'was appareitlr ,used for .1, -. parking and dnveway. There is also a trash enclosure Along the east end of the existing building, . (*, S . .. •- . S U there is ',,a 51/2 to 7 foot wide planter, containing shrubs and five trees The trees exceed 20 feet in height and have a diameter between e 7- and 15 inches. Further, to the east, along the planter, there are parking stalls - I North of the loading dock, there is a 22-foot wide dnveway North of the driveway, there isa 40± I feet high slope ascending at a ratio of approximately 2:1. (horizontal vertical) Beyond the property line, north of the proposed building expansion, there is a drainage valley. The pavement * . within the driveway and in the vicinity of the vacant building generally appears in a satisfactory, to good condition 1.3- Purpose and Scope of Study I _• Iry 1 The purposes of this study were to obtain subsurface information within the project site and to . I provide recommendaiions relative to the design and construction of the proposed expansion The scope of work thcluded the following Reviewing existing data from our files for the site and performing a site reconnaissance I . Locating the borings in the field and having the locations checked by underground alert for presence of utilities S I . Engaging, a contractor to drill three hollow stern auger borings to explore and evaluate the subsurface conditions of the site.. .. . - I • Testing representative samples from the borings to evaluate soil characteristics and engineering properties pertinent to the project 1 • Preparing the Boring Location Map which acccmpanles this report - .• -.- - ,' ,.,•• * . . '5.. .... 54 St - 1 r (1)IR96-004 • . * . • - - Project No. 58-648301 - • . - . - Copyright -1996 Kleinfelder, inc. -All Rights Reserved 1 , - 1 1 •,:' . IIKLEINFELDER 2. GEOTECHNICAL CoNDmoNS I..' ,The project is located along the Peninsular Ranges Geomorphic Province of southern California. In the vicinity of the site, regional geologic conditions are typified by a relatively narrow coastal plain bounded On the west by the Pacific Ocean and on the east by mountains. Marine and non- marine terraces are incised by San Luis Rey River and Loma Alto Creek drainage in the north, and Buena Vista Creek on the south: , 21 Fill ' . Fill was encountered in the three borngs at depths rangng between 1½' and .4 feet. The "fill cap consists of 4 to 5 inches of as concrete' underlain by 8 ,to 12 inches of silty sand. The remainder of the fill encountered consists of clayey sand. 7- The fill was found to be medium' dense and moist.' 2.2 Terrace Deposits- Terrace depàsits, 'consisting of medium dense fine, silty sand; were encountered in Boring K-I drilled adjacent to the loading dock and about 27 feet west of a 40± foot high ascending slope In the other borings, the terrace deposits consisted of medium dense to dense claycy sand to a depth .of approximately 13 feet. The clayey' sand was in turn underlain by stiff sandy lean clay. I 2.3 In-Place Soil Conditions' H ' Within the depth of exploration, our laboratory test data indicate 'moisture contents ranging I' between 4 and 25 percent with an average of about 15,. percent. The dry unit weights of in-situ :soils encountered range between 92 and 121 pounds per cubic foot (pc with an average of about 09 pcf. The soil degree of saturation is generally betveen 50 and 90 percent. One consolidation I ' ' test indicated the'upper soils to be moderately compressible. (l)IR96.004 Project No. 58-648301 ' ' Copyright 1996 Kleinfe!der, Inc. . All Rights Reserved II K L E I N F E L D E R i . 3. . CONCLUSIONS AND RECOMMENDATIONS I In our opinion the proposed store expansion is geotechnically feasible provided the following 1 recommendations are incorporated into the structural design and construction. 3.11 Sulfate. and Expansion. . . . . .. A soil sulfate test on near surface sample indicated 51 ppm of soluble sulfate content. Soils with sulfate concentrations less than 1000 ppm are generally, reported to have a low corrosive effect on I foundation concrete.. Type H Portland cement may be used for concrete in contract with these I .soils. The expansion, potential of on-site soils range from very low to medium. An expansion index test on a shallow sample indicated a value of less than 30. 3.2 'Settlement Evaluation Foundation settlement, for , a given bearing pressure, will depend upon footing size,, shape, 1 .embedment depth, and the relative compaction of the fill, in addition to other factors. The . following settlements have been estimated for I ' ZT' clLcompacted$o..95Arelativecompac 'ti ion--.' ' I Footing Width , ' Estimated Total and Type ' , Settlement (inch) 5.5 ft. square ' , ' ' 2 ft. :continuous ' ' ½ ". I In our opinion the maximum differential settlement between adjacent columns spaced at 30 to' 40 1 . feet on centers'or beating walls, with identical footings and supporting similar loads, should not 1 exceed ½ inch I Project No. 58-648301 Copyiight 1996 Kleinfeider, Inc. -All Rights Reserved I KLEINFELDER I . :- 33 foZndations. I - - Spread column footings and continuous wall footings should be supporte4 onije 18.inclesof I cngtheerëdfillBuilding footings may be designed using a n-etverticalallOWabIëThig - This ou jhort -V I The recommended minimum footing embedment 'depth is 18 inches below the 'lowest adjacent finished grade for spread column and continuous wall footings - -V-V I -V pV I recommended minimum column footing dirnensionis 18 inches square The structural engineer should determine the footing embedment, size and reinforcement t - I I based on anticipated load and differential soil movement I Adjacent footings founded at different elevations should, be located or deepened such that the sloe from beanig level to bearing level is flatter than 11 (horizontal certical) Footing lateral - -. - - p.___••___-_--- I loads may be resisted by base friction and passive earth pressure AnilowableJateraLpassivçj V -- •-- _____ _____ - V V pressure. of125 0. sf/ftofidept", grade or slab-on-grade may besedJ V - - I - _, -. • - V is 1500 psf A friction coefficient of 035 may -'- the dead-load to compute--friction resistanceoffootmgs I - I I New slabs should 'have 'a similar thickness and reinforcement as thi existing Vohs'1 store slab, the cot iiiiii'f ___ S - - ---- --- •- • -. -.-.: V I 13bars8ijichesoncenter, bothdirections, placed at mid heightin theslab The structural - - _. - ..qc**t_VV__J*VaFVV_ _VVV__V - - - V: • V - al r - engineeshoulddetenm he -fin neteinforcement -basedonanticipated•loads - - V - V -. - V '- V - V4 V • - - V -• - - V • V - - • - - V - IVV V - r • - •• • = * V V V - - '• - V -- - 4 I - - - • - • V V * I • VV - V -(1)IR96-004 •V ' V V ' V. ** '- Project No38-648301 01 - - I V V Copyright 1996 Kleinfelder, Inc. - All Rights Reserved / -• • -- V -. 'I - V * •• • - -- V -- V •. .- - V - T'• ., '' KLEINFELDER is properly .•. - shouldFconsistofPVC'sheetingwhich'lapp4d F . rnJa.mmum4hIckness . . I inches of moist clean sand should be placed on the sheeting to decrease the likelihood of slab curling. The slab sub&ade below the sheeting should .be devoid of sharp gravel; rock particles, or construction debris I * - .4 .-,•.. -. .F ' 1' .- 1'- ,, . . - . - . , ": 3.5 Subgrade Presoaking . . - •,-, - F .4, • ,. . 4. - -• . 4 • :. -. . :'. - .. ..,$.. .-, l F - F Pr so of slab subgrade should not be necessary if the soils have been compacted to at least - I twopercent above optimum and have been preveifled from drying during construction The soil moisture should be checked 4 at least 24 hours before placing the PVC sheeting , If, drying has 0 ..4F . . ,.• 1 .,. - • • . . occurred,presoaking should be performed F 4 " F- -. -,--------.-- .- - 1 3 6 ra1Earth Pressures and Retaining Walls 4 ,- •-. 4 *4.• 4 . ,• . .,.. .. . 4., , , . . . , , I -Lateral earth pressures behind walls 'depends pnmarily on the allowable wall movement,.vall I inclination, :t e of backfill matenals, backfill slopes, sur'ehges, and any hydrostatic pressure ' , ommendusrngequivalent fluid, pressures of 35 and 55 pounds per cubic foot_(pcf)JorJ •. ________ • •- 4 I F Ow unrestrained (active,K2)and-restrained(at-rest, K0) vertical walls, respectively Unstrained 'walls F . . • • - -- . , . - 'are-Fdeflned as walls that are'anticipated to deflect at thetopj. distance equaLtoO LperQcfltfihe_. F . I 0 eigTheseyaissume backfill with on-sitesoilsno hydrostaticFpressure,4n0 surcharg' F * d,l 14 F F4 The above values apply for backfill placed between the wall stem and an imaginary plane inclined at .1 -1 (horizontal vertical) above the edge (heel) of the wall footings The values also assume that compaction within four feet of the wall will be performed with light hand-held equipment or - 4-I -- Ft4-• c .• - . •- •-.- - . , . - - .4 -.4 - . ' equivalent equipment, the lateral pressures would be higher if heavy equipment is'used for soil 4.. 4 -,.'_. 'compaction adjacent to the walls * F — F 4 - :.-- ---. , F''' .',• .4 . . (i)IR96-004 F - Project No. 58-648301 • F. .Copyright 1996K1einfelder,Inc...M Rights Reserved 4. -' , F. • .. I - -- - - - ' r • • - - - :, - •- •. - . - - 4 . .. • - . .. .., . . ., .F., - - -I - . • -4 . - 4•_ 4 -. • - .: F 4- 1, -. k9 KLEINFELDER I The surcharging effect of adjacent loads on the wall backfill (e.g., traffic, adjacent footings) I 'should be included, in the will design. Depending on whether the wall is free io.,deflectl or is restrained, 35 to 50 percent, respectively, of a maximum surcharge load located within a I horizontal Aistance equal to the height of the wall should be used in design for lateral earth pressures A rectangular pressure distribution should be assumed and added to the triangular I distribution obtained from the above equivalent fluid pressures. I Footing lateral loads may be resisted by base friction and passive earth pressure An allowable I lateral passive pressure of 250 psf7ft of depth below the lowest adjacent grade of slab-on-grade may be used for the design of footings placed against properly compacted engineered fill, or native I .. •' undisturbed' soils; the maximum allowable passive pressure is 1500 psf.' A friction coefficient of 0.35 may be used with the dead load to compute friction resistance of footings The upper 8 inches of soil should be neglected in passive resistance calculations except for concrete or asphalt paved areas A maximum allowable vertical bearing pressure of 1500 psf may be used for design of retaining I wall footings - 3.7 I Hydrostatic pressure behind retaining walls may be avoided by installing a perimeter drain at the base of the wall The base drain should consist of a 4-inch diameter perforated pipe (SDR 35 or, I equivalent) leading to .a storm drain or other suitable outlet The pipe should be surrounded by at least two cubic feet of free draining 3/4ft crushed rock per foot of pipe' (for wall ,up to. 5 feet in I height, higher walls will require more crushed rock) The crushed rock should be wrapped with filter fabric' such as Trevira 1114, Mirafi 140 N, Supac 4NP, or approved equivalent. II I (i)IR96-004 10 ' ' " ' •" ':. ' . ,' .,. . . " ' ' Project No. 58-648301 Copyright 1996 Kleinfètder, Inc. -All Rights Reserved I - I KLEINFELD'ER .' I I sp 3.8 'Alialtic Concrete Pavement - 4. 4 4 New pavement sections .within the driveway should match the existing section or consist of at I least 4 inches of asphalt concrete over 8 inches of aggregate base,whichever isLgreater. In light vehicle parking areas, 4 inches of asphalt concrete over 5 inches of aggregate base may be used --I, - . . - •- -' . - Aggregate base should conform1 -1 to specifications for Class 22 3/4 inch maximum particle size, as I indicated in Section 26, Article 26-1 02B, page 26-1 of Caltrans Standard Specifications Aggregate base Should be compacted to at least 95 percent relative compaction -.-3.9 Portland Cement Concrete Pavement Portland cement concrete pavement will be required .in localized areas such as the, loading dock. The structural design of rigid concrete pavement ,depends primarily on anticipated traffid conditions and loads, subgrade soils, and construction methods and materials. Based on I correlation charts from the Portland Cement Association Thicluess Design for Concrete Highway and Street Pavement, we have assumed a modulus of subgrade reaction of 200 pounds per cubic 1 inch (pci) for design Using a concrete flexural strength of 550 pounds per square inch, the I mimmum concrete pavement thickness recommended is 7 inches This pavement should be capable of carrying a quasi unlimited number of 15,000 pounds axle loads and several thousands trips of 18,000 pounds axle loads over a 20 years life period The p should, ôontain ieinforcemerit consisting of No: .3 bars at 18 inches on centers, both I directions Joint spacings should not exceed about 15 feet and should form square or, rectangular 1 . panels with the lohg axis -not exeeding 1.5 times the, short dimeñsion. The c6ntrOl joints should have a depthpfaboutone-fourth the slab thickness 4 I 1 . (i)iR96-004 Project No. 55-648301 Copyright 1996 Kleinfelder, Inc. All Rights Reserved -- . - -J - r •_, .' - . .4' 4 ,! - ' - 4 - -. - -, •4 • 4. - - ' - .4 - ' * 4 '• - .4 All fill material should be placed in lifts not thicker than eight inches, moisture conditioned, and I processed as necessary to achieve a uniform moisture content Each lift should be compacted to not less than 95 percent relative compaction within the building pad and 90% on site using ASTM I D1557 as the compaction standard unless indicated otherwise by the Geotechnical Engineer at the time of construction Each lift should be compacted before the next lift is placed The soil I moisture content should be above optimum at the time of construction, any fill with a moisture content drier than one percent below optimum should be considered unacceptable I 3.11 Temporary Construction Slopes The use of sloped excavations may be applicable where plan dimensions for excavations are not 1 limited by adjacent structures or Improvements Where constraints exist, temporary shoring I should be provided to reduce the risk of distress to adjacent improvements Excavations that might extend below an imaginary plane inclined at 45 degrees below the edge of an existing I foundation should be properly shored to maintain foundation support of the existing structure Based upon the soils encountered in the test borings, it is our opinion that sloped temporary excavations may be made according to the ratios presented in the following table TEMPORARY EXCAVATION SLOPES MAXIMUM DEPTH OF CUT (ft) MAXIMUM SLOPE RATIO (Horiz vert) 0-4 Vertical 4-10 I Surcharge loads (e.g.,construction equipment, spoil piles, etc) may influence trench stability and I should be set back from the top edge of the trench a distance greater than the trench depth Cuts should not be allowed to become soaked with water or to dry out The contractor, should monitor I and evaluate actual field conditions during and following excavation and provide safe working conditions in accordance with CAL OSHA requirements (i)IR96-004 Project No. 58-648301 12 Copght 1996 Kieinfelder Inc All Rights Reseived I KLEI NFELDER 3.12 Demolition. .: .. . ,. It IS understood that Ihe existing vacant structure will be demolished. It is recommended that all abandoned footings and underground utilities be removed Construction debris, including old pavement, should be hauled off site The excavations should be backfihled with engineered fill The I fill should be placed in 8-in6h loose lifts and compacted to at least 95% relative compaction, within the building footprint, unless indicated otherwise by the Geotechnical Engineer at the time I of construction due t6 expansion characteristics of the soil.. . . I Disturbance to existing subgrade is anticipated during construction Following demolition, it is recommended to remove 12 inches of subgrade soil, scarify, add moisture as necessary,,and I recompact the exposed subgrade before backfihling The backfill material should be properly moisture conditioned. ., . . .. . . .. . . 3.13 Overexcavation . '. . . There is an existing planter area south of the vacant building We recommend that this area be I overexcavated by at least three feet to remove roots and desiccated soils The remainder of the subgrade should be overexcavated by at least one foot as described above, the exact amount of I overexcavation should be determined following building demolition and removal of abandoned utilities 1 . 3.14 Utilities . . . . . .... . . . The site soils, upon satisfactory completion of demolition and backfluing, will be capable of I supporting the planned project utilities Bedding should have a sand equivalent (SE) of 30 or greater The on-site soils may be used for general or common backfill but will require reduction in I moisture to facilitate compaction Puddling or jetting of the site soils is not recommended Trench backfill, within the building footprint, should be compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557 unless indicated otherwise by the Geotechnical Engineer at the time of construction (i)IR96-004. •.• .. . . . . . . . . ... . . Project No. 58-648301 . .13 . Copyright 1996 Kleinfelder, Inc. All Rights Reserved . . ,. .. . . . - - - -- -!- .7 - - -- - 4) .,- - i ,.,. .. - I. _-?_ - -- -.-: r-;4 :,. •c --IEI KLEINFELDER .• 3.15 Import Matenal - - ,- - - - - .• - - -- -, - I . I 4 Import materials should consist of sandy soils with an expansion index of less than 35 Maximum I particle size should not exceed two inches Import materials should be approved, by the - .- - - ''. .•-_: -. Geotechnical Engineer pnor to their use.' - •4. . '- - - I - - '• - -. 3.16 C,5nstr~etio O)bwrvatiqqn- and ,-- 4 -- •• •,, .1 .-::.--- ~'th I r -11 shoiil *-_- - ceme~ntolf7,ngiFe red ._.4 ianttesting ne 1 - 100 i ceot 41 eandthitempor n ssesd --k') as necessary---' 4- I , I 11 —d -d755qrptetq_ve —s—at an at rior- • -, ,• - -. ----- 4.. 4~xcavationi` are free of soft fill or loose and disturbed soils ir : - •: 1 * : ? (1)IR96-004 i A - * . •• - ProjectNo 58-648301 'p- Copyright 1996 Klemfelder, inc All Rights - Reserved I-'. ' -' ' - _-tc. . - '. . *• •-. - • -- - #* •. • 4 . .. _. . 4 - _ -'.t ' .'' - 4 - -- .*..* i.4, -• I. •-- •.. 44 . - - - -, 4 -V ..' .. V. I KLEINFELDER I r ,' 4 CLOSURE' I - - A The gebtechnical findmgs, conclUsions, and recommendations.of thisreport.were based upon our, observations and evaluation of the exposed surface conditions, observations within test borings and laboratory testing The soil conditions on the subject site have only been determined at the IV . t ...'.. • A. I V specific boring locations Conditions between or beyond the borings may vary, and interpolation.. or extrapolation of thresults may not be appropriate I . 4 The nature and extent of variations between the borings may not become evident until the time of construction V'VShould vnations become evident, the Geotechnical Engineer hould be promptly informed, and the recommendations presented should be re-evaluated in light of the additional I information Should the hature, design, or location of the proposed improvments change from 1 p those described in, this report. the conclusions .aIdV'recômmerdatións should be reviewed and., — '• ' VV.'VV. V. ' 'V •.. V V V ' modified as required..,:,F A , A 71 '-I • S, V - .'..•'- V. '-I V, , .. V U A A .. .. 'V - .V4 ._ .' . . -V - F . ' , V V.. •V ' -V P -_ V. 'p -. V 17 4. " .- V •V - :. . V. . V V,V -- V. . . . V .V • • -. • • -. 71 . . -' . - p * V • .. A •' . V - V. V. V•* r p V V • * I.. V V • V V •V • . S ,. I — VP V. •V .F • V V ,V •V V . V. . V V .. .', V' . . ' *• V ••, V I'1V . VVV.VV- V. -, VI., V . -P •• •V V V V V V VVV - - V •./• V •V •V.' V.V. V (i)IR96-004 'Project No. 58-64830i ' . . . 1 ,. Copyright 1996 K1etnfelder Inc]. -'Aff Rights Reserved U * 4 COL8, EW CANO rAN5ION I so - BL #142 i I I 3895SF. E I - (ISTINQ) _ I K-3 F1r' /Irh.ti.) I()fY (WPiiJ) if//A S - I I- I-•JI - - - - ______ - - -* - -i.:.:.:..:.:-: -:.:-:-::.:- ....... .:-..... ... ::.::-it 1 I ir- \ir I I- --BORNG LOCATION MAP.. VONS STORE #142 I I Hi KLEINFEDER APPENDIX A I •' S FIELD EXPLORATION I The field exploration consisted of site reconnaissance and drilling'three 9-inch diameter hollow stem auger borings to a maximum depth of 21 feet. The borings were drilled by Barge Drilling of I Temecula on February' 29, 1996. I Sampling '. 1 Relatively undisturbed samples, standard penetration test (SPT) and bulk soil samples were obtained at various depths in the different strata. The relatively undisturbed samples were I obtained using a split-barrel sampler with a 3.0-inch outside diameter containing 18 brass rings, I each 1-inch long with a 2.4-inch inside diameter. The sampler was driven into the bottom of the boring using a 140 pound hammer, free failing 30 inches. Standard Penetration Tests were performed using an unlined split spoon at the depths indicated I on the boring logs. The blow count for the last 12 inches' of penetration using a 140 pound hammer free failing 30 inches is shown on the Logs of Borings. A portion of each split-barrel sample was retained in a waterproof plastic container. Small samples I' ' 'from the Standard Penetration Tests and bulk samples were placed in polyethylene plastic bags for shipment to the laboratory. , ' ' S '• S • • Logs of Borings : • S A representative from our office logged the borings using the samples retrieved and cuttings from the borings. The borings were located by rough measurement and pacing from fixed references. The 'Boring Location Map shows the approximate locations. S , S • I I ' (1)1R96004 Project No. 58-648301 5 - Copyright 1996 Kleinfelder, Inc. - All Rights Reserved I IIKLEINFELDER I Summaries of the soil conditions encountered are presented on the logs contained in the following I pages. The Legend to Logs defines the terms and symbols used. These summaries include the material description, blow count, sampler penetration, moisture content, dry unit weight, and I other pertinent field and laboratory data. I Geotechnical descriptions and classifications, which are shown on the boring logs, are in general accordance with the criteria of the ASTM Soil Classification System. The relationships provide a I correlation between Standard Penetration Testing (SPT) blow counts and relative density or consistency. I , Stratification lines on the logs represent the approximate boundary between predominant soil I types. The strata may actually contain minor layers of differing soil types and the transition I between strata may be gradual. The logs show, subsurface conditions at the dates and locations indicated, and it is not warranted that they are representative of subsurface conditions at other locations and times: I A I I. I .'. I (1)IR96-004 Project No. 58-648301 - Copyright 1996 Kleinfelder, Inc. - All Rights Reserved Date Drilled: Water Depth: : Drilled By: Date Measured: Drilling 'Method: . ' Reference Elevation: " 'Logged- By:r Datum:' ., Z GEOTECHNICAL DESCRIPTION .2 .! .! O .Y . . '' -LA . . - o - 4) E E . CLASSIFICATION ,, > . 4)4)4) 0 on _ i.. 00 0 fl16 rn81O DS, SE I2 12 GS (1) (2) (3) (4) * (5) . (6) (6) (7) - - 10— NOTES ON FIELD INVESTIGATION 1. SAMPLE — Graphical representation of sample type as. shown below. . Split Spoon — Standard Penetration Test Sample (SPT) - Drive Sample, — California Sample (Cal). Bulk Sample — Obtained by collecting cuttings in a plastic bog "Tube Sample - Shelby/Pitcher Tube Sample ,• 2. SAMPLE NO - Sample Number .3. BLOWS/FT — Number of blows required to advance iomler 1 foot (unless a lesser distance is specified). . Samplers in general were driven into the soil at the bottom of the hole with a standard (140 lb) hammer dropping a standard 30 inches. Drive 'samples collected in bucket auger borings may be obtained by dropping non—standard weight from variable heights. When a SPT sampler is used the blow count conforms to AS'TII D-1586. ' SCR/ROD — Sample Core Recovery (SCR) in percent (%) and Rock 0uolity' Designation (ROD) in percent (%). ROD is' defined as the pecentage of core in each run wtith the spacing between natural fractures i, greater than 4 inches. Mechanical breaks of the core are not considered. 4. GRAPHIC LOG - Standard symbols for, soil and rock 'types. os shown on plate A— lb. 5. GEOTECIINICAI. DESCRIPTION — Soil classifications are based, on the United Soil Classification System per ASTU D-2987, and designations include consistency, moisture. -. color and other modifiers. Field descriptions have been modified to reflect results of laboratory analyses where deemed appropriate. Rir — Rock classifications generally include a rock type color, moisture mineral constituents degree of weathering, alteration.,and the mechanical properties of the rock. Fabric, lineations, bedding spacing. foliations, and degree of cementation ore also presented where appropriate. ,. . .i . •. " Description of soil origin or rock formation is 'placed in 'brackets at the beginning of the description where applicable, for example. Residual Soil. 6. DRY DENSITY, MOISTURE CONTENT: As estimated by laboratory or field' testing. ' • . • ' ADDITIONAL TESTS - (Indicates sample tested 'for properties other than the above): MAX — Maximum Dry Density -. SC — Specific Gravity •,' ' PP - Pocket Penetrometer' CS -. Grain Size Distribution HA — Hydrometer Malysis , ' WA - Wash Analysis SE - Sand Equivalent -AL — Atterberg, Limits DS Direct Shear El — Expansion Index RV - R—Value - CP - Collapse Potential CHEM Sulfate and Chloride Content, pH. Resistivity CN - Consolidation ' UC — Unconfuned Coinpreson •, PM — Permeability , , - 'CU — Consolidation Undrained Triaviol -. T - Torvane ' Ut) - Unconsolidated Undrained Triaxial CO. - Consolidated Drained Trioxiol S. ATTITUDES — Orientation of rock discontinuity observed' in -bucket auger boring or rock core, expressed in strike/dip and dip angle, respectively, preceeded by a one—letter symbol denoting nature of discontinuity as shown below. 9:' Bedding Plane J Jointing C Contact 1 F Fault S Shear PM In KLEINFELDER EXPLANATION OF LOGS 'A-3a UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) PRIMARY DIVISIONS GROUP SYMBOLS SECONDARY DIVISIONS 19 CLEAN (LESS THAN) - WELL GRADED GRAVELS, GRAVEL-SAND MIXTURES. LITTLE OR NO FINES 5% FINES CR 'mPOORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES, LITTLE OR NO FINES o GRAVEL WITH Gm SILTY GRAVELS. GRAVEL-SAND-SILT MIXTURES FINES cc ctvtY cRAvas, GRAVEL-SAND-CLAY MnmJRcs u IO rh ag N (LESS SW SANDS WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES THAN) 5% FINES SP :.: POORLY GRADED SANDS OR GRAVELLY SANDS. LITTLE OR NO FINES 8 V1 *SANDS 0 .1b SM : SILTY SANDS. SAND-SILT MIXTURES WITH FINES SC - CLAYEY SANDS. SAND-CLAY MIXTURES 0 ML INORGANIC SILTS. VERY FINE SANDS. ROCK FLOUR. SILTY Oil CLAYEY FINE SANDS 5 fa in INORGANIC CLAYS or LOW TO MEDIUM PLAST1CITY, GRAVELLY CLAYS. SANDY CLAYS. SILTY CLAYS. LEAN CLAYS DI rA 40MXL ORGANIC SILTS AND ORGANIC SILT-CLAYS OF LOW PI.AST)CZTY z INORGANIC SILTS. MICACEOUS OR DIATOMACEOUS FINE SANDS OR SILTS. ELASTIC SILTS U In in 0 N 04 tHORGAHIC CLAYS Of HIGH PLASTICITY. FAT CLAYS rA 014 ORGANIC CLAYS Of MEDIUM TO HIGH PLASTICITY. ORGANIC SILTS HIGHLY ORGANIC SOILS PT PEAT. MUCK AND OTHER HIGHLY ORGANIC SOILS SANDSTONES SS SILTSTONES SN CLAYSTONES CS LIMESTONES LS ' SHALE SL I I CONSISTENCY CRITERIA BASED ON FIELD TESTS I RELATIVE DENSITY - COARSE - GRAIN SOIL RELATIVE DENSITY SRI • (j blows/fl) RELATIVE DENSITY (2) Very Loose <4 0-15 Loose 4-10 15-35 Medium Dense 10 — 30 35 - 65 Dense 30-50 65-85 Very Dense >50 85 - 100 CONSISTENCY- TORVANE POCKET .. PENETROMETER FINE-GRAIN SOIL SPT UHDRMNED UNCONFINED CONSISTENCY ( blows/ft) SHEAR COMPRESSIVE STRENGTH (1sf) STRENGTH (tat) Very Soft <2 <0.13 <0.25 Soft 2 - 4 0.13 - 0.25 0.25 — 0.5 Medium Stiff 4 - 6 0.25 — 0.5 0.5 - 1.0 Stiff 8 - 15 0.5 - 1.0 1.0 - 2.0 Very SUIt 15 - 30 1.0 - 2.0 2.0 - 4.0 Hard >30 >2.0 >4.0 NUMBER Of BLOWS Or 140 POUND HAMMER FALLING 30 INCHES TO DRIVE A 2 INCH O.D. (t 3/8 INCH 1.0.) SPlit BARREL SAMPLER (ASThI-j 586 STANDARD PENETRATION TEST) .. UNCONFINED COMPRESSIVE STRENGTH IN TONS/SQ.FT. READ FROM POCKET PENETROMETER MOISTURE CONTENT DESCRIPTION FIELD TEST Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, usually ,oil is below water table CEMENTATION DESCRIPTION FIELD TEST Weakly Crumble, or breaks with handling or slight finger pressure Moderately Crumbles or breaks with considerable linger pressure Strongly Will not crumble or break with finger pressure IIIKLEINFELDER EXPLANATION OF LOGS PLATE A-3b Date Drilled 2/29/96 1 Water Depth 14 (feet) Drilled By BARGE'S DRILLING Date Measured 2/29/96 Drilling Method Hollow Stem 9 Reference Elevation 40 (feet) $ Logged By - JBR Datum MSL SOIL DESCRIPTION . . W.D Q.E4-O (fl+-. O 0 . • . . AND 4-. .'\ .- I- Z CO 4- ...J i . .• CLASSIFICATION -_. C W4- W W OW 3 .0 . . W'C 4- O. -- - O. 30 0.. . . •_3 . '_,+-W (P4- -. • EE (ø(ø-.D 0 M (. . - • L C 00 cc CJ)CJ) ' 0 X: L) FILL Asphalt Concrete, 5 mches thick - - Fine to medium IflW ND( ) lumps of sandy clay, 68 OS WA 2 84 14.3 GS WA - TERRACE DEPOSITS I .. 3 . 'JnoistrnediumdenseL reddish brown. -------103 Fine SILTY SAM) (SM), dry, light brown. • . 4.4 - I .• . (_ .. . - I4 43 Moist, medium dense 108 11 .5 -30 10 is 79 : --- '. _ 92 24.7 • Fine to medium very moist, medium . . - dense, light brown. . ., 6 Very moist to wet, grey 4 18.0 ,.. y --25- 15- .7 42 Medium dense to dense. - - • 22.5 - END OF BORING AT 16 1/2 FEET HOLE BACKFILLED WITH CUTTINGS AND COLD PATCH USED . .. . - . • . . . t. • . ,. I- - * I . .•.• V . 3.. *3 1 -• • ,•* VONS'1 STORE #142 PLATE k%j-K CARLSBAD, SAN DIEGO COUNTY, CA - A-4 PROJECT NO 648301 LOG OF BORING K-i . I .•. Explanation To Logs On Plates A-3a & A-3b I I I - Date Drilled: 2/29/96 . Water Depth: 265 (feet) Drilled By: BARGE'S DRILLING Date Measured: 2/29/96 Drilling Method: Hollow Stem 9" Reference Elevation: 39(feet) Logged By:` JBR : Datum: MSL I W ~,% SOIL DESCRIPTION - - ,-.. 0.E+ -O 0) 0 m - - • - 4.. QJ I Z ww CO OU .J CLASSIFICATION . - ' '- 00 U w'... -' 0.0.30 3 -- 0. - WCC 4-W EE (0(0-.0 0 - (0 L - 31 C.. -C 0 0. I U) Cn co p • - FIlL: Asphalt Concrete 4 inches thick - : - 11g1-----------------tb. 14.6 I - - 2 31 ' FILL: CLAYEY SAN]) (SC), moist, medium dense, dark 103 12.5 DS CN WA brown. 3 ------------------- TERRACE DEPOSITS 12.6 .35 - CLAYEY SAND. (SC), moist, brown. El WA 1 i 4 18 Medium brown, moist, medium dense. 108 14.1 I 5 0 14.3 10 i 6 31 Dark brown, caliche, medium dense 112 15.0 I 25 15 7 32 SANDY LEAN CLAY (CL), very moist, stiff, medium 18.5 I - brown. -20- 8 2 Lenses and thin layers of silty sand. 20.2 I.END OF -BONG AT 21 1/2' - HOLE BACKFILLED WITH CUTTING-AND COLD PATCH USED I .. CALIFORNIA SAMPLE LOST AT20.5', SPT PERFORMED. -. -10• 01 ___ 0 •• 0, - - 0 00 PLATE -. -. - - k4KLE IN FELDER VONS' STORE #142 -- - - - CARLSBAD, SAN DIEGO COUNTY, CA . A-5 I - PROJECT NO 648301 . LOG OF BORING K2 - - - . - Explanation To Logs On Plates A-3a & A73b - I- • - - -- - •0 - -. - -- - . - Date Drilled: 2/29/96 Water Depth 20.5 (feet) Drilled By BARGE'S DRILLING Date Measured 2/29/96 Drilling Method: Hollow Stem 9" . Reference Elevation; 39 (feet) - Logged By: JBR Datum: MSL SOIL DESCRIPTION .._ 0.'E -4-O 0 W.DU-4-- AND -4- '. 1 Z CO 04/I ..J a CLASSIFICATION - '-. .2; 0)4- • W -- W 13 0.0.30 .0 0. . WC +-W C .. V • EE o— m +. V mm — ..a C.., CD . .. - •- L- 00 cc - FILL Asphalt Concrete 5 inches thick 62 W F.irie$IILIIY- lighj...brQwn A 2 81' FILL CLAYEY SAND (SC), very moist, medium dense 122 13.0 WA - - - to dense, desiccated, roots, grey and brown Medium brown and dark brown, dami). 35 - TERRACE DEPOSITS I 4 75 - CLAYEY SAND (SC), very moist, dense, dark brown 17 138 1 95 --30- - - -. 10 5 41 --- -- - - 95 Medium brown, slightly porous 116 --25- - -. 15 6 15 SANDY LEAN CLAY CL), moist, stiff, medium brown. 17.0 WA -r - :- --20- - 20 i 24 Lenses and thin layers of silty sand 19.9 END OF BORING AT 21-1/2 HOLE BACKFILLED WITH CUTTING AND COLD • PATCH USED' CALIFORNIA SAMPLE LOST AT 20.5',. SPT .- PERFORMED II KLEINVELDER VONS' STORE #142 PLATE CARLSBAD, SAN DIEGO COUNTY, CA A-6 PROJECT NO 648301 LOG OF BORING K-3 Explanation To Logs On Plates A-3a & A-3b - -. - * - - 4. 4, I •1 .4 ri .4 4. .:'..,'-:' .•: 4- 444 .4, '- • - 4. 0I . - , :ç, ., . S. •. p .4 - i •__" ., '';.- -'- 41 .4 APPENDIX B .'' •'.:.:. •. -- . .. ',.#',. - k.........---.4., •. .-., .- -t' .4, BOR.ATORI( TES1.'I14G 4 ¶ ' 4. 4. 4. .,, it' • -. - .•, 4S4 ':,';' . •''-'. -- S. $-S'5-• :. ., , -: - -. .. 5 '.5 ••'_ii .4 S4S IH KIEINEELDER APPENDE' B LABORATORY TESTING I The laboratory test program is designed to provide additional information on the engineering properties of the soils'encountered at the site during the field exploration program. The tests were I performed in general conformance with the current ASTM or California Department of Transportation (Caltrans) standards. Details of the laboratory test procedures and the individual I test results are presented in the following pages. I Moisture Content and Unit Weight I The field moisture content and dry unit weight are determined for relatively undisturbed soil samples obtained during field exploration. The field moisture content is obtained by methods I described in ASTM Test Method D2216-92. In place dry unit weight is computed using the net weight of the entire relatively undisturbed sample. The field moisture content and in place dry unit I weight results are tabulated along the right side of each log. I Relatively undisturbed samples are visually evaluated and then classified per the ASTM Soil Classification System. In addition, the undrained shear strength of cohesive soil samples is I estimated using a pocket penetrometer. . I Particle Size Distribution I The distribution of particle sizes for a soil sample is deternined by procedures described by I ASTM Test Method D411. The distribution of particle sizes retained on the No. 200 sieve is determined by sieving, and the distribution of particle sizes passing the No. 200 sieve is I 'determinedby a sedimentation process using a hydrometer. The results of particle size analysis are graphically presented on the Grain Size Distribution accompanying this appendix. 0 I (1)1R96-004 Project No. 58-648301 ' - Copyright 1996 Kleinfelder, Inc. - All Righis Reserved I KLEIN FELDER No. 200 Sieve Wash The amount of fines in selected samples was determined by washing the samples through a I Number 200 sieve in accordance with AS1'M D1140. The results of Number 200 sieve wash are presented in Table B-i. I TABLE B-1 #200 SIEVE WASH TEST I . I . I Expansion Index Test 0 I •0 , '. The expansion characteristics of soils were evaluated using procedures outlined by ASTM I D4829-88. This test, method adds water to a compacted sample to determine the 'degree of expansion upon change in moisture content. The test performed on a sample' of Boring K-2 at a depth of 1 foot yielded a value of 22. Sulfate Testing . • The potential for deterioration of Portland cement concrete in contact with soils requires I knowledge of the concentration of sulfate ions. The concentrations. of water soluble Sulfate ions were determined in accordance with a turbidity procedure, EPA test method 375.4/9038. A test 1 • , on a sample of Boring K-2 at a depth of foot yielded a value of 51 ppm. • I (1)1R96-004 • .• • • • , Project No. 58-648301 • • - , Copyright 1996 Kleinfelder, Inc. -All Rights Reserved I' BORING NO. DEPTH (ft) PERCENTAGE PASSING #200 SIEVE K-i 1 21 - 3 11 - 2 4 43 .1 30 - 15 ' 50 I(IKLEINFELDER Direct Shear Tests Direct shear tests are performed on relatively "undisturbed" or remolded samples to determine the I . shear strengths of representative material types. The apparatus used in direct shear testing is in general conformance with the requirements outlined in ASTM Test Method D3080-90 The test I specimens are .2 .4 inches in diameter, one inch in height, and are subjected to single shear along a plane at mid-height The samples were sheared at a constant rate of strain of 0 04 inches per 1 minute The results of several direct shear tests for a selected soil type are usually plotted as peak shear strength versus' applied normal stress, and a best-fit straight line through the plotted points is I computed The shear strength is descnbed as the slope of the best-fit line, reported as the friction angle (4)), and the ôohesion intercept, reported as the cohesion (C).' The shear strength results are I •. presented in.a graphic form with this appendix. I" Consolidation Tests . 1 The consolidation or volume, reduction, of either "undisturbed" or remolded samples under applied stress is determined in general conformance with procedures outlined in ASTM M435-90 J ' ' test method. The procedures utilize an apparatus that restricts volume change to one dimension, with a test specimen of 2.4 inches :in diameter, and' one inch in height. The stress 'is applied I incrementally,, and the sample is permitted to consolidate under each stress increment until the I change in sample thickness is less than 0.0001 inches over, a two-hour period. Time readings for selected, load increments are obtained when the sample is soaked. HydroConsolidtioii,. and . I ,expansion characteristics are also evaluated by monitoring the change in volume with the addition , of water while confined under a constant normal stress. , ' •' , The results of consolidation testing are, presented graphically in this appendix. 1'•• ' , ..• " , , . :... ' ':'. I Project No.58-648301 • • B3 Copyright 1996'Kleinfelder, Inc. - All Rights Reserved • ' • , 1 • - ' :' , , ':--' Test type controlled - strain test Rate of shear- in/miñ 0.04 Normal Stress - psf 1000 2000 3000 Maximum Shear psf 670 1281 169O Shear Strain - % , 0.24 0.27 0.27 Boring K.2 Depth-ft 15 Friction Angle dog 27 Cohesion - ksf 0.16 Description CLAYEY SAND (SC) Classification Sc 'J. ! Boring K-2 Depth 1.5 ft Description S CLAYEY SAND Classification Sc Compression Ratio Recompression- Ratio PRESSURE - ksf IlIllIllIflhllIll_RIuIHHHIOIflIIIIIIIIIHHhiiii iiH!iIIHhhIII IIIHHHhIIIhII IIIIflIHHhhIllI ____IllIHIlbiGH!! iiiiuniiiiioii IIlIIIIHHHIllI lIIIIIIIIHhIOIIIIItIIuIIIHhIIhII IlIIIlIIHhIHHI IIIIHhIIIIhhIhII IIIIIIIIIIhIIHI IlIllIllIl101Ill IIIIHIllhIHhIH liIHIflhIOIhH IlIlIlIlIlIHIHI ____•iliHillihhihhli IllIHIHIhIOlIl IIiHHHhIhIhII UIhIIIflHIhHIII • IllIHIlIlhhIHIl IIIiIIHHllhhII 111111 liHhliflil • ---IIIIIIIIIIIhhIhII IUhIIflhIOIhH IflhIIIIIIIHIH • IlIllIllIllIhhlIl llllllllflhllll lllllHlllhh101 • IIIIIIflihIIOII UUIIflhIIIHhIII ' SIUIIIIIIIIIINIII IIIIIIIIiihIhII IIUIflHHhIflOI ____llllflhllllHlhll IIIIIflhIIhG!hII lUIflhIHHlHIII ____lIlIHhhhlIHhlIl lllllllflhlhlhl lhlflhlhllhlflhll hIlhhIIflhIhhhfl--IhIIhIHHIHIfliIhlIIhflIOhhIhhI UIIIIHIHIHIHII IhIIhIIHHOIhhIIUhIIIhhIIIIHiOi ____iiiii!I!!O!!!UhIIHHHhIhhhhI 'NhIlIhhhIHIhhlhl * ____111111ff IliHhlir - rniiiG:::Io!u!!vIInnInonui k9 KLEINFELDER PROJECT NO. 648301 VONS' STORE #142 CARLSBAD, SAN DIEGO COUNTY, CA CONSOLIDATION TEST B-S I SIEVE ANALYSIS I HYDROMETER U.S. STANDARD SIEVE SIZES 3" 1.5" 3/4" 3/8" 44 #10 #16 #30 #60 1#100 #200 10 1 . 0.1 0.01 0.001 GRAIN SIZE (mm) 4 GRAVEL SAND * SILT CLAY coarse fine coarse medium fine Symbol * Boring Depth (ft) Description Classification • K-i 05 SILTY SAND, SM I * - K-i 1.5 SILTY SAND * SM A K-3 0.5 SILTY SAND .' SM 1 4 VONS' STORE #142 I I K L E I N F E L D E R CARLSBAD. SAN DIEGO COUNTY, CA * GRAIN SIZE DISTRIBUTION- PROJECT NO. 648301 1 PLATE . - — -- V 4 0V ,• . VI Vt — - . •. 4' - ,V V.V V,.VVVZV.,.V:V 4 . - •. .. - - V 4V.V V.Vj 4.' V .:-,.; .V V.' . .V.V: V ••• " V. 0 Vt V VV'V V V. 4•. • VV5 VV 'V oIl .• - 1 44 4, -' r •'. •. -.,--., V '.'...V 'T V 'V V V .4 V 3 V4V V 4 • ''. - VV• .•V ' •VV . VV 4V•V . .. VV •,'•V VI '. V,V•4iVVVVVV 'I'Y .... •VV ..VVVVV . V;( V VV!i4 V._ i . :V'. V , V • VV,•VV V •V 4V, V,4 ;V •VV •_J 0 V: I -. 4 •V .4. VV V. •• 3 -'V "V . . V V ,'.*.•.0V. 4 Vc..V VV V : V• -: -V*" V' V cNadav 0 r 1 4 'V V V VV 4 V V V VV V,V •V •V . V.4.., V V •' . Vt! •V VV . V , V V 'V V V •V 1V' V 'V , 4 • V'V• VVVI'V ... ,V - . V V V' 4 I •, V V V V •' VV V •V' •V ...V7 VV •. .V .V 4 ( V. V V ........,• , ;. V t4V . •V .. •tV'•''VV VVV V. ,- V VV, V VV!VI 0 'V V ' 0 4 V0 V V 4 V V V. V ' '. V V V V V Vt . V V V V V • V V 'V • V V .V V V V V'V V V 4 '• '•V ,, Z!, V V V 'V 404 1 I Il 4 .4 'V. Al I V .. V VV 4.V " V:V 'V '1V' VV V 404 V'',4V • V • V V VV Jj V ,,..........................V •VV, .! 4jV V O * 4 44 *4 OVV'VV V4•, 1 V ,,V V V.t V ' V V •, V, ' V' •V • V 'V VI V V V . . 4/. V 44 0 * V. 1 1 1 0 •V ' V ,V , V .•. V I V4 V V•'N, . . •..: V V V V V • • V V V V V - V 1V •VJ . .4 4 Ii V V ,V V. • , _ V V V . V V - . V V V• V V - V 'V . . VV •, V 4 V. , V V "V V V V . *1 .....;'., V. - -: • i I V . V. • . . - V V V V, V :,:; -, -,. . so r ' V :.V' If! V .VV.V •, V Ll RI KtEINFELDER I APPENDIX C LIMITATIONS I This report has been prepared for the exclusive use of The Vons Companies, Inc. andtheir agents for specific application to the expansion of. store #142 in Carlsbad, San Diego County, California. The findings, conclusions and recOmmendations.' resented' hi this report were prepared in accordance with generally accepted geotechnical engineenng practice No warranty is expressed or implied. The recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by our firm during the construction I " phase in order to evaluate the compliance with our recommendations. If the scope of the proposed construction, including the proposed loads, grades or structural locations change from that described in this report, our recommendations should also be reviewed. 1 . The scope of our geotechnical services did not include any environmental site assessment for the, presence or absence of hazardous/toxic mat' in the soil, surface water, groundwater or I atmosphere,',or the presence of wetlands. Any statements in this report, or on any of the boring logs, regarding odors noted or unusual or suspicious items or conditions observed. are strictly for I . descriptive purposes and are not intended to convey engineering judgment regarding potential hazardous/toxic assessment. . I The client has the responsibility to see that all parties to the project, including the designer, contractor,. subcontractors, etc., are made"aware of this repOrt in its entirety. This report contains I . information which may be useful in the preparation of contract specifications. However, the report is not designed as 'a specification document and may not contain sufficient information for this use . without proper modification.' • • . 1 ,This report may be used only by the client and only for the purposes stated, within a reasonable ' time from its issuance. Land use,, site conditions (both on-site and off-site) or other factors may I 'change over time, and additional work may be required with the passage of time. Any'party other than the client who wishes to use this report for an, adjacent or nearby 'project shall ,notify I '(i)IR96.004 ' ' . . • ' ' Project No. 58-648301 - Copynght 1996 Kleinfelder, Inc. - All Rights Reserved , I B.:U IL DIN GPE RM1 T PCR No:.PCR96066. ,- 01/02/97`,'l 3 04 Project No A9601334 Page 1 of 1 — Deve1opmen1 No 4 JobAddress 2560 EL CAMINO REAL Suite - Permit Type PLAN 'CHECK REVISION • 1149 01/02/97 001 0J.' 02 Parcel No 167-030-50-00 -Lot# Valuation 0 Construction Type NEW 0c4cupancy Group Referene# Status:,ISSUED bescription REVISIONS TO ROOF-VONS,ORIG Pç Applied 10/23/96 96093,9 Apr/Issue 01V02/97 41 , Entered By RMA Appl/Ownr VONS GROCERY CO ' 818-821-3989 618 MICHILLINDA AV ARCADIA CA 91007 Fees: 2 djustments /00 (4g)3 TO o04 Total Fees: 21 . 0 — Total aji .00 / an e 4 218 00 ___i -L4ts --'t. it Ext fee Data plan Check, Reviiori'e -'218.00 • — INCORPORATED \ jV 1952 • S S FINAL APPROVAL I' • INSP DATE_ .'• .- . -- . •:. - CLEARANCE I .5. — 4 CITY OF CARLSBAD S ,.2075 Las Palmas Dr., Carlsbad, CA 92009 (619)438-1161 0 - ' 0 - S -- 00 . -- 0• - - ./.S -. • _.•4 •• 5. • •• -. 4 -. .'• - - - • -4 o 4 -, • - eA 3&c ,L 16 PERMIT APPUCATION - '.. I PLAN CHECKNO. City of Carlsbad Building Department 2075 LasPaLmas Dr. Carlsbad, CA 92009 (619) 438-1161 I EST. VAL I '(p Kr PERMfFIYPE I VMlly,Y/ From List I (see back) give code of Permit-Type:I2L..T, (3 XFor Residential Projects Only: From List 2 (see back) give U Code of Structure-Type: 7725 05/28/96 0001 01 02 Net Loss/Gain of Dwelling Units C-PMT 2400 00 PROJECT INFORMATION FOR OFFICE USE ONLY Address Buildin or Suite No. Vs 1f2E S1 L,/ Nearest Cross Street ..'1 02 Energy Calcs LPT Structural Calcs 02 Soils Report 0 1 Addressed Envelope DESCRIPTION OF WORK Fr. NAME (last, name first) fJØAt.(t ADDRESS 1?! 5'12t 1 CITY 4_44 t4-j' STATE .---A ZIP CODE qc DAY TELEPHONE - - - - - - - -- - - - -. •. .S., Si 5.fl ,fl.&s ia nsJL4' I rsjll. J IV i' r.fl NAME (last name first) Isj.j, -( , ADDRESS /yrnJ ,JE CITY STATEe,A ZIP CODE DAY TELEPHONE 5. NAME (last name first) Jsf 4 ,4frtJ-E ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 6., CONTRACTOR NAME (last name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE # OF BATHROOMS STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME (last name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # 7. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby all irrn that I have a certificate of consent to sell-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed, with the Building Inspection Department (Section 3800, lab. Q. INSURANCE COMPANY POLICY NO.' EXPIRATION DATE Certificate of Exemption: I certify that in the performance 01 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' Compensati Laws of California. SIGNATURE DATE 5JVvIJcIDuIIuII IJcidrduuii; i nereoy attirm tnat i am eempt irom we Contractors License LaW for the following reason: 0 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.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1 am exempt under Section Business and Professions Code for this reason: (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, commencing 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 [$500]). SIGNATURE DATE Is the applicant or future building occupant,,4uired to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 2 , 2553 or, 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES N-' Is the applicant or future building ocVKareed to obtain a permit from the air pollution control district or air quality management district? YES Is the facility to be constructed withi f the outer boundary of a school site? DYES IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CX)NThOL DIS11UCT. ereoy 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 10. APPUUA!i CERliFICATlON I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CI1Y OF CARLSBAD AGAINST All LIABILITIES, JUDGMENTS COS-IS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF TILLS PERMIT. OSHA An OSHA permit is required for excavations over 5'O" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued 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 permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPUCAWS SIGNATURE' DATE: WHITE: File YELLOW: Applicant - PINK Finance 0 " - - - I • -. .1 - 1 EsGil Corporation rofess&ona(tan Qevtew Engineers - DATE October 31, 1996 ARUQT (0 JURIS U FIRE JURISDICTION: Carlsbad .- REVIEWER .0, FILE PLAN CHECK NO 96-939 Rev No 1 . SET I PROJECT ADDRESS 2560 El Camino Real, PROJECT NAME: Vons Remodel and Addition t 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 ********** codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted here,'ith 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. The applicant's copy of the check list is enclosed for the jurisdition to forward to the applicant contact person. The applicant's copy of the check list has beensentto I Esgil Corporation staff did not advise the applicant that the plan check has been completed LII Esgil Corporation staff dud advise the applicant that the _plan check has been completed Person contacted 'I Date contacted (by ) Telephone # REMARKS , By Abe Doliente Enclosures Esgil Corporation U GA 0 CM J EJ 0 Pc 10/28/96 , trnsmtl dot 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (619) 560 1468e+ Fax (619) 560-1576 I ' - : :' -:-- -- •- I-- - . .5 S S S S S - J. Carlsbad 96-939 Rev No. 1. Octobei31, 1996 . . ' VALUATION ANDPLAN CHECK FEE JURISDICTION:"Carlsbad PLAN CHECK NO.: 96-939 Rev No... 1, . .• .. S PREPARED BY: Abe Doliente DATE: October 31, 1996 BUILDING ADDRESS 2560 El Camino Real * .• . . - BUILDING OCCUPANCY: .M . TYPE OF CONSTRUCTION: V-N 1991 UBC Building Permit Fee fl Bldg Permit Fee by ordinance $ m1991 •UBC Plan.Check Fee Plan CheckFee byordnanóe: $5 . Type of Review • Complete Review LI Structural Only • Hourly E Repetitive Fee Applicable D Other Esgil Plan Review. Fee $ 174.3b - Comments: 2 hours @87.15 X'S1:25= $217.88 - -- - Fire Services Review Complete ReviewEj Suppression System fl Fire Alarm Li Other I Esgil Fire Services Review Fee $ Comments - • . - -* . . • ., - Sheet I of 1 4 51 1. • ••.- - - S - • 5,_S • .S - 5-. 5 S • S •. S • .5_S -. S - - 'S • - . S STRUCTURAL CALCULATIONS PLAN CHECKRESPONSES Responses to Plan Check Corrections July 8, 1996 RE Vons#I42 Carlsbad, Ca Item 27 See general notes item 9 Item 28 N/A Item 29 N/A Item 30 See foundation notes and Slab on grade detail on sheet S-I 0 Item 31 See foundation notes and Slab on grade detail on sheet S-1-.O Item 32 See revised special inspection table on detail 15 of sheet S-0.0 Item 33 N/A .4 Item 34 Complied Item 35 See revised roof plan and attached calculation for roof purlins Item 36 See revised reinforcing on detail 4 of sheet S-I 2 Item 37 See revised footing schedule Item 38 See revised footing schedule Item 39 :MC 18X42 7 extended to act as drag member .t 8X11 5 eliminated See section 4 on sheet S-3.316r detailing of the drag member ------------ --------------------------.PAGE--1- PROGRAM GLBMSG, VERSION - 2.00 INPUT FILE BEAM2 06-14-1996 -f-14 03 TYPICAL BEAM DATA - TYP. DL (PSF) 16 TYP. LL (PSF) 20 E (10X6 PSI) . . . 1.8 FB. (PSI) ............2400 .FV (PSI).............165 DURAT' N LD FACTOR 1.25 *****BEJJv1 NO. 2 ***** = 9.5 FT ATRIB= 193. FT-2 DL= 16. PSF LL= 20.PSF & qtJo p ------------------ 20.3 FT R1(MAX= 3476.#) R2(MAX= 3476.# (DL= 1545.#) (DL= 1545.4) CRIT.SHEAR = 3134# • AR= 22.8 IN-2 MAX MOMENT.@ 10.16 FT FROM RI: MMAX= 17669. FT-LBS SR • 71. IN-3 ---------- ------------- --------------------------------------------------+ • . . •USE .3.125 x 12.0 .GLB •. A = 37.5 'IN-2 S.=' 75. IN -3 • .0 :C :C 0.875. • .C2 0,000. • • .•----.--• -------+ U Yz - - ——PAGE--1— PROGRAM::GLBMSG, VERSION - 2.00 INPtFILE:BEAM 06—l4-1996- 13:47 TYPICAL.BEAM DATA: TYP. DL- (PSF) .. 16 TYP. LL(PSF) 20 E (10X6PSI) ......1.8 PB (PSI) ..............-2400 FV (PSI) ...........165 DURAT'N LD FACTOR 1.25 ***** BEAM NO. 1 ***** S a TW= 10.0 FT ATRIB= 415. FT-2 DL= 16. PSF LL= 16.PSF --------------- ----------------- ft$ fW 320. PLF (160. DL ONLY) I A + = = = = = = = = = = = = = = = = = = = = = = = = = = = = + 41.5 FT, • F . R1(MAX= 6640.#) R2(MAX= 6640.# (DL= 3320.4*) (DL= 3320.#) CRIT.SHEAR = . 6000.4* AR= 43.6.IN-2 MAX MOMENT@ 20.75 FT FROM Ri: MMAX= 68890. FT—LBS SR= 276. IN-3 + - --------------------------------- --------------- -----------------------• USE 3 125 x 24 0 GLB A = .75 .0 IN-2 S = 278 IN-3 • S • Ci= 0.000: : C = 2.000 : • C2= 0.000 • • • +--------------------. ----- U • • S • 21/; 5 - -PAGE--I- PROGRM GLBMSG, VERSION - 2 00 INPUT FILE BEAM . 07-08-1996 11:38 PICAL:BEAM DATA: ' . . TYP DL (PS F) 16 TYP.. LL. (PSF). '20 E (10X6 PSI) .........1.8 FB (PSI) ..........2400 • • FV.(PSI) .............165.' •• DURAT'N LD FACTOR 1.25 • • .. = *****BEAM NO. 1 ***** . TW= 80 FT ATRIB= .334. FT-2 • A. DL= 16. PSF • LL= 16.PSF • • ' •• er ----------------- 41.8 FT R].(MAX= 6133.#) • • ' R2(MA.X= 6068.4, (DL= 3457.#) • , (DL= 3393.#) ' '. •, POINT LOAD 1.,( 200FT;FROM:R1) .1500.4 (DLONL.Y 1:500.# ,CIT.S'iEAR.RiGiT SIDE'O'R1:,".'HV .=57i7..'# ••• MAX MOMENT @ 0':+'0'.'0 FT FROM'RI: MMAX= 71454 FT-LBS SR= 286 IN-3 + - ------------------------------------ ---------------- -------- --------------------- ------+ USE 5 125 x '19A GLB A = 99 ..9 IN-2 S = 308 IN-3 • • ' '. C1= 0.000 'C = '2.750 • C2= 0.000 :+ - ---------------- ------ - -------- -------------------------------------------------+ % d4,L. /gx 1 •