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HomeMy WebLinkAbout2101 CAMINO VIDA ROBLE; ; CB901648; PermitBUILDING 03/22/91 14:18 Page 1 of 1 Job Address: 2101 GAMING VIDA ROBLE COMMERCIAL BUILDING PERMIT Str:Permit Type Parcel No: Valuation: 201,523 Construction Type: VN Occupancy Group: B2 Class Code Description: 3342 SF OFF, COMPLETE BLDG 1 : LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM Permit No: Project No: Development No: Fl: Ste: CB901648 A9001869 1525 03/22/91 0001 01 Ck Appl/Ownr: BRIGGE AND BERGE 16672 MILLIKEN AVENUE IRVINE, CA 92714 Plan Check Number OWNER : BRIGGS AND *** Fees Required 1010 Status: Applied: Apr/Issue: Validated By: 714 863-1064 ISSUED 10/15/90 03/22/91 CD OWNER (ted & Fees : Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee Enter 'Y' to Autoc F.M.F./G.M.F. and Traffic Impact Fee Bridge Fee Enter Number of EDU's MFF * BUILDING TOTAL Enter "Y" for Plumbing Issuf'^ Each Plumbing Fixture or Trap Each Building Sewer * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Three Phase Per AMP > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > * MECHANICAL TOTAL 714 Credits 863-1064 ** * . 00 1,673.00 14,023.00 Ext fee Data 400.00 4. 00 2. 00 .50 9.00 4. 50 997.00 648.00 30.00 7053.00 Y 1337.00 668.00 1470.00 3186.00 15389.00 7. 50 Y 27. 50 6 . 50 42.00 5. 00 Y 200.00 205.00 15.00 Y 36. 00 9. 00 60. 00 INSP. APPROVAL flATF CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-nei j_ 1. PERMIT TYPEA - DCOMMERCIAL B - ^INDUSTRIAL C - DRESIDENTIAL DDUPLEX DDEMOLTTION DMECHAN1CAL.C* D< 2. PROJECT I NANT IMPROVEMENT ITENANT IMPROVEMENT •AD/5"DO DsiNGLE FAMILY DUELLING D ADDITION/ALTERATION jflfcLOCATiON DM[»ILE HOME DELECTRICAL JSPA DRETAiNi«G WftLL DSOLAR RMATION PLAN CHECK No. EST. VAL PLAN CK DEPOSIT, VALID. BY DATE FOR OFFICE USE ONLYAdd Nearest Cross Streets Building or Suite No. LEGAL DESCRIPTION Subdivision Name/Number hase No. CHECKBELOU IF SUBMITTED: J532 Energy Calcs 12 Structural Calcs [2 Soils Report f~l 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK BLDG. SO. FTG. 3.CONTACT PERSON // It ~$r DAY TELEPHONE 4. 5. 6. 7. APPLICANT QCONTRJ/TO^ NAME CITY PROPERTY OWNER / . ffNAME Jfrjfgkp falt^t, <P£&T &£' CITY l&/tf£ &., CONTRACTOR NAME CITY STATE LIC. # SIGNATURE DESIGNER NAME CITY WORKERS' COMPENSATION n AGENT FOR CONTRACTOR -^QOUNER D AGENT FOR OWNER / ADDRESS STATE ZIP CODE DAY TELEPHONE OWNER j^ ., T^I /AiJt i .-]/ LESSEE— | [TENANT STATE ZIP CODE ^2 ~7/4~ DAY TELEPHONE /Ar" C%& ~" /M^T ADDRESS STATE ZIP CODE DAY TELEPHONE LICENSE CLASS CITY BUSINESS LIC. # W& "\ ADDRSS l^f JF STATE ifP tofff1**1^ \. DATliTEilpHONE STATE LIC. * , ( A ,^%\ "J ,. - *Workers' Compensation Declaration: I hereby affirm twj 1%M6« a certificate of conseiw to sRf-infcjre issuSjJ b(J?lhe D*ector of Industrial Relations, or a certificate of Workers' Compensation Insurancejw an admitted insurer, or an exact c^py y Siplicate'thft-eof cert ified by the Director of the insurer thereof filed with the Building InspectiO»JEia**ment (Section 3800, Lab. C). .£ jf \ •*'<->'• ^Y-' INSURANCE COMPANY POLICY NO. Certificate of Exemption: I certify thjrf'in ttWjjerformance of the work for whictfShis permfr"j=s so as to become subject to the Uorkersf Compensation Laws of California. shall not employ any person in any manner ^MB-"'' SIGNATURE 8. OWNER-BUILDER DECL - " ~~M- " ' Ihi 4keby affirm that I am exempt Tfcm theOContfectorJOwner-Builder Declarationj [ as owner of th (Sec. 7044, B does such work or improvement of sale.). LiCeflke Lfn for the follouing reason: WS**the work and the structure is not intended or offered for salerw "THY employees with wages as tfig^ soULcompiMBt ion^t^ Iwlo the work and the structure is not intended or offered for sale dwrojcssions CwS^ The Contractions l|icen^|^aw does-not ap(fty wan owner of property who builds or improves thereon,, and who ^r\Wrough hii'own employees, (jrovideSthat Sfch imprVei»ents are not intended or offered for sale. If, however, the building Athin one yew of completion, the own*-builder wilt haVft ttw^burden of proving that he did not build or improve for the purpose .. i KJF ^ • \ ^ M ' ~~~- TL ^^ Jf .AT ^?*SkI, as owner of the property, ,.«\eXclu?i vely corl^c«Fig witlWicensed contrB^ors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License^*! do3| pot applyfMitf^^ner of properj^«(ho builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the CowracWr's LiceBe Lafc* \ \ I am exempt under Section Business ar fessions Code for this reason: {Sec. 7031.5 Business and Professij prior to its issuance, also rt Contractor's License Law (Chapter 9, c| and the basis for the alleged exemptior more than five hundred dollars [$500])j SIGNATURE Mng ui ny viola i ch requires a permit to construct, alter, improve, demolish, or repair any structure, it to file a signed statement that he is licensed pursuant to the provisions of the 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not DATE COMPLETE THIS SECTION FOfl NON-RESIDENTIAL BUILC l^-rfr Is the applicant or future building occupant re'quirfa to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES QNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES QNO IF ANT OF THE ANSWERS ARE YES, A F1HAL CERTIFICATE OF OCCUPANCY HAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET OR IS MEETING THE REQUIREMENTS OF THE OFFICE Of EMERGENCY SERVICES AND THE AIK POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for uhich this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE 1 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 laus 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 AGflEE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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 authorised by such permit is notyttammenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandonedxf^ny tima after the worJWs commenced for a period of ISO days (Section 303(d) Uniform Building Code). OWNER Q CONTRACTOR Q BY PHONE APPROVED BY; DATE: WHITE: File YELLOW: Applicant PINK: Finance PLEASE SEE FILES FOR INDIVIDUAL ADDRESSES OF 2101, 2103, AND 2105 CAMINO VIDA ROBLE FOR ADDITIONAL DOCUMENTS o •2 5<t*j o OQ J VootCO n DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB901648 PERMIT*: CB901648 PROJECT NAME: 3342 SF OFF, COMPLETE BLDG 1 LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM ADDRESS: 2101 CAMINO VIDA ROBLE CONTACT PERSON/PHONE*: MH/JOE/749-0923 SEWER DIST: WATER DIST: WATER DATE: 11/15/91 PERMIT TYPE: COM INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB901648 PERMIT*: CB901648 PROJECT NAME: 3342 SF OFF, COMPLETE BLDG 1 LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM ADDRESS: 2101 CAMINO VIDA ROBLE CONTACT PERSON/PHONE*: MH/JOE/749-0923 SEWER DIST: WATER DIST: DECEIVED NOV WATER DATE: 11/15/91 PERMIT TYPE: COM INSPECTED BY: ft . A. INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED TDISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK*: CB901648 DATE: 11/15/91 PERMIT*: CB901648 PERMIT TYPE: COM PROJECT NAME: 3342 SF OFF, COMPLETE BLDG 1 LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM \ ADDRESS: 2101 CAMINO VIDA ROBLE CONTACT PERSON/PHONE*: MH/JOE/749-0923 SEWER DIST: WATER DIST: INSPECT] INSPECTEp ^£ rf DATE BY: V* ^T^rfa^ INSPECTED: // -J./-4/ APPROVED ^ DISAPPROVED_. / n :TED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: DEPT: BUILDING PLAN CHECK*: CB901648_ PERMIT*: CB901648 PROJECT NAME: 3342 SF OFF, COMPLETE BLDG 1 LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM ADDRESS: 2101 CAM I NO VIDA ROBLE CONTACT PERSON/PHONE* : MH/JOE/749-0923 SEWER DIST: WATER DIST: WATER DATE: 11/15/91 PERMIT TYPE: COM INSPECTED ^ BY: | )A INSPECTED BY: INSPECTED BY: COMMENTS : V #* y J. DATE — S /*tli/C/J h» C^~ INSPECTED: 1 ^'fc>"7/ APPROVED ^ DATE INSPECTED : APPROVED DATE INSPECTED : APPROVED DISAPPROVED DISAPPROVED DISAPPROVED v a* DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB901648 PERMIT*: CB901648 PROJECT NAME: 3342 SF OFF, COMPLETE BLDG 1 LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM ADDRESS: 2101 CAMINO VIDA ROBLE CONTACT PERSON/PHONE*: MH/JOE/749-0923 SEWER DIST: WATER DIST: WATER DATE: 11/15/91 PERMIT TYPE: COM INSPECTED BY: DATE INSPECTED: //~/4"9/ APPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING -U/M PLAN CHECK*: CB901648 PERMIT*: CB901648 PROJECT NAME: 3342 SF OFF, COMPLETE BLDG 1 LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM ADDRESS: 2101 CAMINO VIDA ROBLE CONTACT PERSON/PHONE* : MH/JOE/749-0923 SEWER DIST: WATER DIST: WATER DATE: 11/15/91 PERMIT TYPE: COM INSPECTED BY: INSPECTED BY : INSPECTED BY : DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED ,. CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB901648 FOR 12/13/91 DESCRIPTION: 3342 SF OFF, COMPLETE BLDG 1 LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM TYPE: COM JOB ADDRESS: 2101 CAMINO VIDA ROBLE BRIGGE AND BERGEAPPLICANT: CONTRACTOR: OWNER:BRIGGS AND BERGE REMARKS: MH/JOE/431-6766 SPECIAL INSTRUCT: SUITE D AND SHELL PHONE: PHONE: PHONE: INSPECTOR AREA PK PLANCK* CB901648 OCC GRP CONSTR. TYPE VN STR: FL: STE: 714 863-106- 714 863-1 INSPECTOR TOTAL TIME: —RELATED PERMITS— CD 19 29 39 49 PERMIT* TYPE SE910038 SWOW RW910059 ROW CB911054 SIGN LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical STATUS ISSUED ISSUED ISSUED ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 120691 Frame/Steel/Bolting/Welding 120691 Rough Electric 120691 Rough/Ducts/Dampers 112091 Interior Lath/Drywall 112091 Rough/Topout 112091 Underground/Under Floor 111991 Frame/Steel/Bolting/Welding 111991 Rough Electric 111591 Final Combo 111391 Final Combo 092391 Sewer/Water Service 091791 Rough/Topout 091791 Rough Electric 091191 Rough/Topout 091191 Rough Electric 081591 Roof/Reroof 081591 Frame/Steel/Bolting/Welding 072691 Ftg/Foundation/Piers 071591 Steel/Bond Beam 062491 Sewer/Water Service 061991 Shear Panels/HD's 061191 Const. Service/Agricultural 052191 Steel/Bond Beam 051591 Ftg/Foundation/Piers ACT CO CO CO AP AP AP PA PA NR NR AP AP AP NR NR AP AP AP PA AP AP AP AP AP INSP PK PK PK PK PK PK MFC MPC PK PK PK PK PK PK PK PK PK PK PK TP PK PK PK PK COMMENTS ON BACK OF JOB CARD WALLS BET GRIDS D & E IN WALLS GRIDS D & E WALKED W/JOE HE HAS CORK RMS 1600,1700 POUR STRIPS PANEL STEEL 1PANELS 1,2,4-8,12,17-20 SLAB OK TO POUR/3S 24OC 4" REMAINING FTNGS & UFFER CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB901648 FOR 11/13/91 INSPECTOR AREA PK DESCRIPTION: 3342 SF OFF, COMPLETE BLDG 1 PLANCK# CB901648 LOT 1 CT 80-33 ONE OF 3 BLDGS SEE COMM OCC GRP TYPE: COM CONSTR. TYPE VN JOB ADDRESS: 2101 CAMINO VIDA ROBLE STR: FL: STE: BRIGGE AND BERGE PHONE: 714 863-1064 PHONE: BRIGGS AND BERGE PHONE: 714 863-1! APPLICANT: CONTRACTOR: OWNER: REMARKS: MH/JOE/749-0923 SPECIAL INSTRUCT: PRELIMINARY WALK THROUGH INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT# TYPE SE910038 SWOW RW910059 ROW CB911054 SIGN CB911370 RETAIN STATUS ISSUED ISSUED ISSUED ISSUED CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ACT COMMENTS INSPECTION HISTORY ***** DATE DESCRIPTION 092391 Sewer/Water Service 091791 Rough/Topout 091791 Rough Electric 091191 Rough/Topout 091191 Rough Electric 081591 Roof/Reroof 081591 Frame/Steel/Bolting/Welding 072691 Ftg/Foundation/Piers 071591 Steel/Bond Beam 062491 Sewer/Water Service 061991 Shear Panels/HD's 061191 Const. Service/Agricultural 052191 Steel/Bond Beam 051591 Ftg/Foundation/Piers 051491 Ftg/Foundation/Piers 050391 Underground/Conduit-Wiring 043091 Underground/Under Floor ACT AP AP AP NR NR AP AP AP PA AP AP AP AP AP PA AP AP INSP PK PK PK PK PK PK PK PK PK TP PK PK PK PK PK PK PK COMMENTS RMS 1600,1700 POUR STRIPS PANEL STEEL 1PANELS 1,2,4-8,12,17-20 SLAB OK TO POUR/3S 24OC 4W REMAINING FTNGS & UFFER LINE "E" ONLY EJN GEOTECHNICAL 2925 Ricker Way Anaheim, California 92806 (714) 630-7274 Jot No.:Client:Date :Day Location: 2//>OK*7?t>&t-£ Technician General Fill Area: S**3f( Earthwork Contractor Earthwork Foreman: Source and Description of Fill Weather: Total Fill Placed: Equipment :Water _Pull "Push Cat _M-gal Ripper Cat Water Truck M-gal Scraper Sheepsfoot ( X ) Wagoner Test No. Test Location Test evatior Nat.F.G Opt. Moist. Max. Dens Field Moist. Field Dens .Max S__i. f/ [^ L &T&Z &&&L ^A -ZEL J2±jPOL^ Z22_^L o/AS 7 77? COMMENTS iri>CrtAfc& A£ 0yfa jro. \ (CONSTRUCTION rfESTING & ENGINEERING,INC ENGINEERING, INC. PROJECT NAME: INSPECTION REPORT PLAN FILEUs PROJECT ADDRESS:BUILDING PERMIT Hi OTHERt CTE PROJECT «s SAMPLES Hi ARCHITECT: f ENGINEER; ^S* CONTRACTORS W\ $ INSPECTION DATE: fe 1 ft It DESIGN STRENGTH: ^^ MATERIAL MIX: f; REQUIRED SOURCE: ,*>*" s^ STRENGTH: f^** TYPEJQF INSPECTS ON;£/>K»cre7Z- WORK INSPECTION, JOB PROBLEMS, MATERIAL IDENTIFICATION PROGRESS, WORK REJECTED, REMARKS, ETC. O 7-7, ; tor: Certification of cumpl ieta witj^*fjwropr ia t Certification No. work , unless otherv^ise noted r a tions and codes . " •» rh<* Date; C-C GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO.CA 92029 (619)746-1955 (CONSTRUCTION fJlESTING & ENGINEERING,INC- ENGINEERING, INC. PROJECT INSPECTION REPORT PLAN FILEI*! PROJECT ADDRESS!BUILDING PERMIT Hi OTHER; c 4 CTE PROJECT tt:SAMPLES ARCHITECT: ENGINEER; DESIGN STRENGTHi £ <J0Q MATERIAL SOURCE; CONTRACTOR: INSPECTION DATE: TYPE OF INSPECTION: REQUIRED STRENGTHi WORK INSPECTION, J!1U PROBLEMS, MATERIAL IDEN TIFICATIUN PROGRESS, WORK REJECTED, REMARKS, ETC. 1, 30; , r-/> 7~£j *3*3 t Jyf ?-^ ^PJ ??, iTT/ ^ vy 41 OJ Tt>77» / /^/ ^ c .£"0 TTk .V 0 ^ V * ®_j 11 nark , unless otherwise noted, filiations and codes. Inspec tor T>rvUt Certification No.Date; GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 'eekside Business Pa c A California General Partnership 16672 Milliken Avenue Irvine, California Q27I4 (71418D3-Q551 FAX: (714) 863-1064 September 18, 1991 CITY OF CARLSBAD Building/Planning Department 2075 Las Palmas Drive Carlsbad, CA 92009-4859 RE: CREEKSIDE BUSINESS PARK Due to current market demand the general partners of Creekside Business Park have elected to wait to build the interior improvements at 2101 and 2103 Camino Vida Roble. This will allow Creekside Business Park to be more flexible in dealing with prospective tenants' needs. If you have any questions or require any further information, please do not hesitate to contact me at (714) 863-9551. Sincerely, Steven R. Briggs General Partner SRB:1m (CONSTRUCTION rpESTING & ENGINEERING,INC' ENGINEERING, INC. REPORT OF COMPRESSION TESTS PROJECT: CREEKSIDE BUSINESS PARK PROJECT NO.:91-613 PROJECT ADDRESS:9753 MESA SPRINGS WAY TO BE BILLED: CREEKSIDE H.O.A. CARLSBAD, CALIF. CONTRACTOR:AMERICAN RENOVATION BUILDING PERMIT NO.: ARCHITECT/ENGINEER: STEVENSON PLAN FILE NO: REPORT OF: X CONCRETE SAMPLE DATA MORTAR GROUT OTHER SUPPLIER: NELSON SLOAN MIX DESCRIPTION: LIGHT WEIGHT MIX NUMBER: 1355 SLUMP: 4" TYPE CEMENT: II UNIT WEIGHT: PLACEMENT DATE: 8-30-91 TICKET NUMBER:350086 TIME IN MIXER: 2 HRS ADMIXTURE: AIR CONTENT: DESIGN STRENGTH:3000 LOCATION OF PLACEMENT:BALCONIES # 108/109/110/111/112/113/114 SPECIAL TEST INSTRUCTION OR REMARKS: 2 @ 28 REQUIRED STRENGTH (f C) 3000 PSI AT SAMPLES MADE BY: Earnie Reid 28 DAYS DATE REC'D IN LAB: FIELD IDENTITY LAB CONTROL NUMBER 8A B ./) DATE TESTED 9-27 9-27 f\ t LABORATOI DIMENSIONS INCHES 6X12 6X12 y *Y DATA TEST AREA SQ INCHES 28.27 28.27 CC MAX LOAD POUNDS 95,000 85,000 ,^< 5MPRESSIVE STRENGTH PSI 3360 3010 ^V23>^ REVIEWED BY:DATE:Id ^ All sampling and testing conducted in accordance Designations C31-69, C39-80, C78-75, C617-76 DISTRIBUTION: fa A#th IBfMSl Staififlprd ™ RECEIVED \'A puiiding1) KAYLIND CONSTRUCTION nepaftmerrt GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 (CONSTRUCTION 'X'ESTING & ENGINEERING,INC' ENGINEERING, INC. REPORT OF COMPRESSION TESTS PROJECT: CREEKSIDE BUSINESS PARK PROJECT ADDRESS: 2101 CAMINO VIDA CARLSBAD, CA CONTRACTOR: MQ CONSTRUCTION BUILDING PERMIT PROJECT NO.: 91-613 TO BE BILLED:CREEKSIDE BUS. PK C/o KAYLIND CONST. ARCHITECT/ENGINEER:RONALD N. YOUNG/ STEPHEN LASH PLAN FILE NO:CB-90-1648 REPORT OF: XX CONCRETE SAMPLE DATA MORTAR GROUT OTHER SUPPLIER: ESCONDIDO READI MIX MIX DESCRIPTION: 5.5 SK POZZ MIX NUMBERS M-355 SLUMP: 4-1/2" TYPE CEMENT: UNIT WEIGHT: PLACEMENT DATE: 6/18/91 TICKET NUMBER: 353671 TIME IK MIXER: 30 MIN ADMIXTURE: POZZ AIR CONTENT: DESIGN STRENGTH:3000 LOCATION OF PLACEMENT:TILT-UP PANELS 65/66 SPECIAL TEST INSTRUCTION OR REMARKS: 1 3 7, 2 @ 28 DAY. 1-HOLD REQUIRED STRENGTH (f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY: TOM BROCK DATE REC'D IN LAB: FIELD IDENTITY REVIEWED I LAB CONTROL NUMBER 1A B C °y/y JY: \J^tL DATE TESTED 6-25 7-16 7-16 /TV£<fa LABORATOI DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 6 X 121 -/tf IY DATA TEST AREA SQ INCHES 28.27 28.27 28.27 28.27 DATE : fc CC MAX LOAD POUNDS 77,500 110,000 107,500 l-A^l 3MPRESSIVE STRENGTH PSI 2740 3890 3800 All sampling and testing conducted in accordance with ASTM Standard Designations C31-69, C39-80, C78-75, C617-76 DISTRIBUTION:1)KAYLIND CONST. 1) JOB FILE(DKOFF4) GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 (CONSTRUCTION rfESTING & ENGINEERING,INC- ENGINEERING, INC. REPORT OF COMPRESSION TESTS PROJECT: CREEKSIDE BUSINESS PARK PROJECT NO.: 91-613 PROJECT ADDRESS: 2101 CAMINO VIDA CARLSBAD, CA CONTRACTOR: MQ CONSTRUCTION BUILDING PERMIT NO.: 91-513 TO BE BILLED:CREEKSIDE BUS. PK c/o KAYLIND CONST. ARCHITECT/ENGINEERJRONALD N. YOUNG/ STEPHEN LASH PLAN FILE NO:CB-90-1648 REPORT OF: XX CONCRETE SAMPLE DATA MORTAR GROUT OTHER SUPPLIER: ESCONDIDO READI MIX MIX DESCRIPTION: 5.5 SK POZZ MIX NUMBER: M-355 SLUMP: 5" TYPE CEMENT: UNIT WEIGHT: PLACEMENT DATE: 6/18/91 TICKET NUMBER: 353692 TIME IN MIXER: 45 MIN ADMIXTURE: POZZ AIR CONTENT: DESIGN STRENGTH:3000 LOCATION OF PLACEMENT:TILT-UP PANELS 76-77 7. 2 @ 28 DAY. 1-HOLDSPECIAL TEST INSTRUCTION OR REMARKS: 1 REQUIRED STRENGTH (f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY: TOM BROCK DATE REC'D IN LAB: FIELD IDENTITY REVIEWED I LAB CONTROL NUMBER 2A B C D if].rJn DATE TESTED 6-25 7-16 7-16 HOLD f\ / / JlGf. LABORATOI DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 6 X 12 i *Y DATA TEST AREA SQ INCHES 28.27 28.27 28.27 28.27 DATE : C CC MAX LOAD POUNDS 85,000 102,500 110,000 ^ ~9/ )MPRESSIVE STRENGTH PSI 3010 3630 3890 All sampling and testing conducted in accordance with ASTM Standard Designations C31-69, C39-80, C78-75, C617-76 DISTRIBUTION: 1JCITY OF CARLSBAD 1)KAYLIND CONST. 1) JOB FILE(DKOFF4) GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 (CONSTRUCTION TESTING & ENGINEERING,INC- ENGINEERING, INC. REPORT OF COMPRESSION TESTS PROJECT: CREEKSIDE BUSINESS PARK PROJECT NO.: 91-613 PROJECT ADDRESS: 2101 CAMINO VIDA CARLSBAD, CA CONTRACTOR: MQ CONSTRUCTION BUILDING PERMIT NO.: 91-513 TO BE BILLED:CREEKSIDE BUS. PK c/o KAYLIND CONST. ARCHITECT/ENGINEER:RONALD N. YOUNG/ STEPHEN LASH PLAN FILE NOsCB-90-1648 REPORT OF: XX CONCRETE SAMPLE DATA MORTAR GROUT OTHER SUPPLIER: ESCONDIDO READI MIX MIX DESCRIPTIONS 5.5 SK PO2Z MIX NUMBER: MQ-355 SLUMP: 7" TYPE CEMENT: UNIT WEIGHT: PLACEMENT DATE: 6/18/91 TICKET NUMBER: 353692 TIME IN MIXER: 20 MIN ADMIXTURE: POZZ AIR CONTENT: DESIGN STRENGTH:3000 LOCATION OF PLACEMENT: PANELS - 108 & 17-20/78.81,82,83 SPECIAL TEST INSTRUCTION OR REMARKS: 1 @ 7. 2 @ 28 DAY. 1-HOLD REQUIRED STRENGTH (f c) 3000 PSI AT 28 DAYS SAMPLES MADE BY: CHRIS HARROUN DATE REC'D IN LAB: FIELD IDENTITY REVIEWED I LAB CONTROL NUMBER 3A B C D if) 5Y: %cH^L DATE TESTED 6-27 7-18 7-18 HOLDn /^VMJ- LABORATOI DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 6 X 12 "") IY DATA TEST AREA SQ INCHES 28.27 28.27 28.27 28.27 DATE: ^ CC MAX LOAD POUNDS 65,000 95,000 95,000 3-53-9 )MPRESSIVE STRENGTH PSI 2300 3360 3360 / All sampling and testing conducted in accordance with ASTM Standard Designations C31-69, C39-80, C78-75, C617-76 DISTRIBUTION: 1)CITY OF CARLSBAD 1JKAYLIND CONST. 1) JOB FILE(DKOFF4) GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 CONSTRUCTION XESTING & ENGINEERING, INC. ENGINEERING, INC. REPORT OF COMPRESSION TESTS PROJECT: CREEKSIDE BUSINESS PARK PROJECT NO.: 91-613 PROJECT ADDRESS: 2101 CAMINO VIDA CARLSBAD, CA CONTRACTOR: MQ CONSTRUCTION BUILDING PERMIT NO.: 91-513 TO BE BILLED:CREEKSIDE BUS. PK c/o KAYLIND CONST. ARCHITECT/ENGINEER:RONALD N. YOUNG/ STEPHEN LASH PLAN FILE NO:CB-90-1648 REPORT OF: XX CONCRETE SAMPLE DATA MORTAR GROUT OTHER SUPPLIER: SUPERIOR READY MIX PLACEMENT DATE: 7/16/91 MIX DESCRIPTION: 3/4" HARD ROCK PUMP MIX TICKET NUMBER: 354082 MIX NUMBER: 355 TIME IN MIXER: 20 MIN SLUMP: 4" ADMIXTURE: POZZ TYPE CEMENT: AIR CONTENT: UNIT WEIGHT: II DESIGN STRENGTH:3000 LOCATION OF PLACEMENT: PANELS 41 THRU 56 SPECIAL TEST INSTRUCTION OR REMARKS: 1 6 7, 2 @ 28 DAY. 1-HOLD REQUIRED STRENGTH ff'cl 3000 PSI AT 28 DAYS SAMPLES MADE BY: JIM REYNOLDS DATE REC'D IN LAB: FIELD IDENTITY REVIEWED I LAB CONTROL NUMBER 4A B C D if DATE TESTED 7-23 8-13 8-13 HOLD /I nG A LABORATO1 DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 6 X 12 / M) *Y DATA TEST AREA SQ INCHES 28.27 28.27 28.27 28.27 DATE : < C( MAX LOAD POUNDS 80,000 90,000 95,000 0 i -\ o 1%-&£ "7 / IMPRESSIVE STRENGTH PSI 2830 3180 3360 All sampling and testing conducted in accordance with ASTM Standard Designations C31-69, C39-80, C78-75, C617-76 DISTRIBUTION: 1JCITY OF CARLSBAD 1JKAYLIND CONST. 1) JOB FILE(DKOFF4) GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 ONSTRUCTION & ENGINEERING, INC- ENGINEERING, INC. REPORT OF COMPRESSION TESTS PROJECT: CREEKSIDE BUSINESS PARK PROJECT NO.: 91-613 PROJECT ADDRESS: 2101 CAMINO VIDA CARLSBAD, CA CONTRACTOR: MQ CONSTRUCTION BUILDING PERMIT NO.: 91-513 TO BE BILLED:CREEKSIDE BUS. FK c/o KAYLIND CONST. ARCHITECT/ENGINEER:RONALD N. YOUNG/ STEPHEN LASH PLAN FILE NO:CB-90-1648 REPORT OF: XX CONCRETE SAMPLE DATA MORTAR GROUT OTHER SUPPLIER: ESCONDIDO READY MIX PLACEMENT DATE: 7/17/91 MIX DESCRIPTION: 3/4" HARD ROCK PUMP MIX TICKET NUMBER: 354125 MIX NUMBER: 355 TIME IN MIXER: 28 MIN SLUMP: 4" ADMIXTURE: POZZ TYPE CEMENT: AIR CONTENT: UNIT WEIGHT: II DESIGN STRENGTH:3000 LOCATION OF PLACEMENT: PANELS 57 THRU 64 SPECIAL TEST INSTRUCTION OR REMARKS: 1 @ 7, 2 @ 28 DAY. 1-HOLD REQUIRED STRENGTH (f'C) 3000 PSI AT 28 DAYS SAMPLES MADE BY: JIM REYNOLDS DATE REC'D IN LAB: FIELD IDENTITY REVIEWED I LAB CONTROL NUMBER 5A B C °JOiyJY: >M_ DATE TESTED 7-24 8-14 8-14 HOLD /) /yj* LABORATOl DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 6 X 12 / ^ *Y DATA TEST AREA SQ INCHES 28.27 28.27 28.27 28.27 DATE : f CC MAX LOAD POUNDS 85,000 92,500 112,500 ?-oU <ql IMPRESSIVE STRENGTH PSI 3010 3270 3980 All sampling and testing conducted in accordance with ASTM Standard Designations C31-69, C39-80, C78-75, C617-76 DISTRIBUTION: 1JCITY OF CARLSBAD 1JKAYLIND CONST. 1) JOB FILE(DKOFF4) GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 CxONSTRUCTION TESTING & ENGINEERING, INC. ENGINEERING, INC. REPORT OF COMPRESSION TESTS PROJECT: CREEKSIDE BUSINESS PARK PROJECT ADDRESS: 2101 CAMINO VIDA CARLSBAD, CA CONTRACTOR: MQ CONSTRUCTION BUILDING PERMIT NO.: 91-513 PROJECT NO.: 91-613 TO BE BILLED:CREEKSIDE BUS. FK C/O KAYLIND CONST. ARCHITECT/ENGINEER:RONALD N. YOUNG/ STEPHEN LASH PLAN FILE NO:CB-90-1648 REPORT OF: XX CONCRETE SAMPLE DATA MORTAR GROUT OTHER SUPPLIER: NELSON SLOAN MIX DESCRIPTION: LIGHT WEIGHT MIX NUMBER: 355 SLUMP: 4" TYPE CEMENT: UNIT WEIGHT: II PLACEMENT DATE: 7/19/91 TICKET NUMBER: 344774 TIME IN MIXER: 2 HRS ADMIXTURE: POZZ AIR CONTENTS DESIGN STRENGTH:3000 LOCATION OF PLACEMENT: BALCQNYS ' BLDG #9 SPECIAL TEST INSTRUCTION OR REMARKS: 2 REQUIRED STRENGTH ff'cM 3000 SAMPLES MADE BY: BERNIE REID 28 DAYS PSI AT 28 DAYS DATE REC'D IN LAB: FIELD EDENTITY REVIEWED I LAB CONTROL NUMBER 6A B JY: ^J^l DATE TESTED 8-16 8-16 /I / V. 4o LABORATO1 DIMENSIONS INCHES 6 X 12 6 X 12 y ^n IY DATA TEST AREA SQ INCHES 28.27 28.27 DATE : I CC MAX LOAD POUNDS 85,000 95,000 Ki<a~9/ IMPRESSIVE STRENGTH PSI 3010 3360 All sampling and testing conducted in accordance with ASTM Standard Designations C31-69, C39-80, C78-75, C617-76 DISTRIBUTION: 1)CITY OF CARLSBAD 1)KAYLIND CONST. 1) JOB FILE(DKOFF4) GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDBDO, CA 92029 (619) 746-4955 CONSTRUCTION TESTING & ENGINEERING,INC- ENGINEERING, INC. REPORT OF COMPRESSION TESTS PROJECTS CREEKSIDE BUSINESS PARK PROJECT NO.: 91-613 PROJECT ADDRESS: 2101 CAMINO VIDA CARLSBAD, CA CONTRACTOR: MQ CONSTRUCTION BUILDING PERMIT NO.: 91-513 TO BE BILLED:CREEKSIDE BUS. PK c/o KAYLIND CONST. ARCHITECT/ENGINEER:RONALD N. YOUNG/ STEPHEN LASH PLAN FILE NO.-CB-90-1648 REPORT OF: XX CONCRETE SAMPLE DATA MORTAR GROUT OTHER SUPPLIERS NELSON SLOAN MIX DESCRIPTIONS LIGHT WEIGHT MIX NUMBER: 355 SLUMP: 4" TYPE CEMENT: UNIT WEIGHTS II PLACEMENT DATE: 7/19/91 TICKET NUMBERS 344873 TIME IN MIXERs 1HR, 35 MIN ADMIXTURE s AIR CONTENTS DESIGN STRENGTH:3000 LOCATION OF PLACEMENT: BALCONYS' BLDG #9 SPECIAL TEST INSTRUCTION OR REMARKS: 2 6 28 DAYS REQUIRED STRENGTH ff'cM 3000 PSI AT 28 DAYS SAMPLES MADE BY: BERNIE REID DATE REC'D IN LABs FIELD IDENTITY REVIEWED I LAB CONTROL NUMBER 7A \VJY: NrM.- DATE TESTED 8-16 8-16 /n /J?Ja LABORATOI DIMENSIONS INCHES 6 X 12 6 X 12 i ^THA- IY DATA TEST AREA SQ INCHES 28.27 28.27 DATE : ( C( MAX LOAD POUNDS 85,000 97,500 $--> a - 9 1^ c/- c*- 1 IMPRESSIVE STRENGTH PSI 3010 3450 All sampling and testing conducted in accordance with ASTM Standard Designations C31-69, C39-80, C78-75, C617-76 DISTRIBUTION: 1)CITY OF CARLSBAD 1)KAYLIND CONST. 1) JOB FILE(DKOFF4) GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 91029 (619) 746-4955 ENGINEERING, INC. r wan E* 0*3 cata tacts* PROJECT NAME INSPECTION REPORT ;ss«a=asai=ss=as=ss;=j=Esasa=:ss==»K===1= PLAN FILEtt: PROJECT ADDRESS:BUILDING PERMIT tt: OTHER: CTE PROJECT #:SAMPLES tt:^ H^ ±> ^f • . . .....— -.. mi ma ARCHITECT; <fae& VL^MV*V ENGINEER: CONTRACTOR: ^ ^ 3^^ INSPECTION DATE: g^\-^\ DESIGN STRENGTH: .,g> MATERIAL SOURCE: -&- MIX: . g> REQUIRED STRENGTH: ^> TYPE OF INSPECTION: _ _ _ !=s=ss==sla = =sss=a=s:=assss=ssis=== = s:===»II==!sa=:s=as=K! —«» — »« ==« WORK INSPECTION, JOB PROBLEMS, MATERIAL IDENTIFICATION PROGRESS, WORK REJECTED, REMARKS, ETC. L_^^^ \,3.\fr rivvi tAe^A -C^ ^XAO. ^oto o\^ O ^TO*-6 JUL 1S31 RfCEIVEO ' Certification of Compliance: All work, unless otherwise noted, complies with appropriate specifications and codes. Inspector: Certificationion No. * Oft'Date: GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE U ESCOND1DO, CA 92025 (619)746-1955 ENGINEERING, INC. PROJECT NAME INSPECTION REPORT «^»^»«»=^»»»BS»S3sas=s=tsas=s PLAN FILEtf: PROJECT ADDRESS:BUILDING PERMIT tt: OTHER : _f|^*-x_\,_ \^/HM^\\^_\ J_ 1 *~4f^ T^irT -r^T** CTE PROJECT »: 9/-b/^ ARCHITECT.Cjfc^ U.^WvO- ENGINEER: CONTRACTOR: ^ ,^ £ovvfeV INSPECTION DATE: ^.^\^| ,T._ ^y"-"^- "* .-II .r-.i ... SAMPLES »: ^^^ t^>^ DESIGN STRENGTH: .^^. MATERIAL SOURCE: *^- MIX; g> REQUIRED STRENGTH: -^ . ._ TYPE OF INSPECTION: se±MMa«— WORK INSPECTION, JOB PROBLEMS, MATERIAL IDENTIFICATION PROGRESS, WORK REJECTED, REMARKS, ETC. --«- >>-\,'Z\;S. M feh/feraw^ tAad -Tovr AXi^. ^o^ QKA juum RECEIVED Department — MS=S==S —=>==(SSs*s»ss^ts = sBsss«ss = sssasas = ^s3SSS^Mas — — ss_ss=s—s— — — — — ——— —— — — — Certification of Compliance: All work, unless otherwise noted, complies with appropriate specifications and codes. -. S jf *\ Inspector: Certification GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE (3 ESCOND1DO, CA 91025 (619) 746-4955 ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE:3 / 5 /Fl APPLICANT JURISDICTION: PLAN CHECK NO: CITY OJ= SET: IZZZT PROJECT ADDRESS: PROJECT NAME: /<?,£• CHECKERQFILE COPY QUPS ["DESIGNER CAMltio V\ P& fiog L^. &Lt>$ n D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 1 The applicant's copy of the check list has been sent to: f1 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: ~jjt 10 ek Telephone I ',-*_<: //•/ JU// By:ESGIE CORPORATION DGA DAA DRN Q Enclosures ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE:Z / Z2. / <? I JURISDICTION: PLAN CHECK NO: ClT V <?Af?LSBAC> i (,4-fr-SET; CHt'CKERQFILE COPY DESIGNER PROJECT ADDRESS ; PROJECT NAME: i/J.OA The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 1 o I A M. V.Q tl tl 3a SO Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS : Telephone # By :r>A / I O O Enclosures ESGIL CORPORATION DAA DRN JURISDICTION;BAO PLAN CHECK NO.:. PROJECT ADDRESS:. ^ i TO: pate plans received by plan checker; g**_ _Date plan recheck completed: / / Bv; DA I/I r> _l.3.. OLL RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to 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. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In caca your-did uuL kutty—y copy &£—tho prior—correction wo—bav. a. enclosed., these — pagca containing' Lhe-stiH. PleaSG COntaCt 016 have any questions regarding these 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 check sheet with the revised plans. if you items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No luatl C <^L A / / ) c r r * Of art> c\ -f-J^ai-^L i/ £7 1 0° fin Of (-9*SltfpJ -fii(*vi '4- SUCH 'The,/ /r~ Form No. RPCS.41290 f -H> ivr + i ~h>-3 /)*n. ") i /K>t/,'Je TC -/*-tlio U / -& C ,r 0 ooc -& '7 . ^""2 ^Mi/ de-fa tl S / C_ *_ q f t If*til ^£ Ynin. *? X / & \*J/ <* •P4 S"! ^.° ^ 10 ^ 77 4lL 1 S, h Or.be>vi~ I -*? >s .[, /»} are. tz voo-m-e-v PLAN CORRBCHOft SHEET JURISDICTION, c.DAZE: FLAN CHECK NUMBER:8 ADAHEK PLAN CHECKER: Q GAR? ANGEL D X3 t<' i_ *o f -u A s /o <J jg^-^-j > fll t5~ 7 -j *< // <? r 7 C V X* "T/O X J / AJ CtTS flr-z. 1 C, <J /«Q C 59 (S) Z t — xj / T ^ ^-» o 7" / X r*i> /^ *T £J t-ffS . F^- *-"- -5' ^ '< y /?£&U's?a*s> /T)o*J To A "U/^r »5"/xj/<5 X?/7i5" X/o r U/e&T' "0 L-s4 r Sx^ceT JURISDICTION FLAN (HECK KUfflEE; 1^ I ( © 0 Submit complete electrical plans and specifications. Submit plan showing location of all services. K.£C Z2&- 2. "7&. 71.7 Zt 8-4 © / / Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. UEG. 2.5O - 2.4-j SCOO, S'CC-i Indicate aopere interrupting capacities (AIC) of service and subservice equipment. KEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers» OM Indicate, fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJN, LCL. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify oethod to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or BK>re. NEC 110-16(c). Provide the required access and entrance to working space for switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Submit plan showing location of all transformers. Indicate the grounding system to be installed for transformers. NEC 250* Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). Any questions on electrical please contact the plan 560-1468. Thank you. .2 -3.) -31 PAGE//.2.H VOLLTJS KAGGOKER . , HORRISO* 15.1 Submit plan showing location of all panels. l-.CC UC-:^ 2^-i-i. ^ fix.-- 2,1 16./Provide the required working clearances in fr-nnt ^f panelboard(s) per NEC 110- 16(a)/-O 17.JSubmit panel schedules. J6. Specify conduit and wire sires Specify aluminum og -c»ppw conductors type of insulation. 2Q. Show approximate length of feeders. 2J. Specify electrode conductor size and type wire, (aluminum or copper) (22.JSubm.it electrical load calculations .. 23V Indicate existing main service size. . Indicate existing main service load. 25. Indicate new additional loads. 3oL Indicate wiring method, i.e. EMT, metal flex. 2/. Show exit signs on the electrical lighting plan(s). As per Sec. 3313 and 3314 of the 1988 UBC, provide two sources of power to exit signs and exit illumination. W£ Vf, Provide receptacle(s) within 25' of the HVAC A/C units. UMC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. 30.)provide the required sign circuit(s) and outlet(s) per NEC eO 31.)To speed UP the recheckjirocesSj note on (or a copvl where each correc>ion^teroju^_be_ftn_addressed, i.e.^ plan^ sheet ^specification, etc. Ba sure to ^enc lose the marked UP 1 ist when you ' ' submit the revised plans., checker shown above, at Esgil Corporation at (619) 09/10/90 ELECTRICAL CORRECTIONS FLAN CHECK NUMBER:u*.PUK CBETKEK: QVOLLIK UAOOONBl DARRELL HQRRISOR 2A. ^.riauJ Tri S OrJ TH^. BL I HA s VI i id - loo A,t*T ISA ss " IUJs. z <E : AMPERE MALOAD 10DC ^ ^UJ «CO i Q- Q CO S g n oji Z g CL S R LJ O C Q Q C Ub C C< C 00 V— O 5a 3 03 5a. s» toh i- o C F cc G L C C<c LJg r ? o LU Z _J CD LUz LU Z _J 7 \ S 5ojj ^c j uUJ_fl£_ 5? Of. % a.a ain UJ 75 L E o ul ^ i O LUZ -J CD LUZ _j LU Z-J s* CJ 4 •* — < rO 10 IO 00 r••. o <7> CN * •* rO to Vn 00 — . r>. o <7) Ol r1 to 1O 00 rV a < •— j»i -^ ro to In S 1** o <7) CM r— 01 I—O CD CO iifi ^ _j £ ^5 o o z_j _i i_ _j LU oz ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: CITY SET: PROJECT ADDRESS: PROJECT NAME: 2101 . XtO*>. 310 $ JFILE COPY JUPS "DESIGNER \/ir>A D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when, minor deficien- cies identified 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. | The applicant's copy of the check list has been sent to: ' N. -Vbun<? • DR. fflj] Esgil staff did not advise the applicant contact person that plan check has been completed. [[ Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Telephone I By; DAV/M"^ YAP ESGIL CORPORATION HGA DAA DRN raDM Enclosures PLAN CHECK NO. JURISDICTION: TO:Y\O\ PLAN CORRECTION i GENERAL CtfttERCIAL Date plans received by jurisdiction:. Date plans received by Esgil Corp.:_ Date initial plan check completed: _By:_ OCCUPANCY: PROJECT DATA R-Z. Applicant contact person: Ronaio A/.ff~ Tel.5-6 S- BUILDING USE:tf-Pf .' *3 TYPE OF CONSTRUCTION: V-M V~r^ ACTUAL AREA: ^34-2. SF. 300S'SF. ALLOWABLE AREA; $~OO O $00 O STORIES: / HEIGHT: SPRIHKLERS: OCCUPANT LOAD:. REMARKS: v^arehofj£FORKWORD: PLEASE READ Plan check is limited to 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. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Present California law mandates that construction comply with Title 2k and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1988 UBC. The circled 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. 303 (c), 1988 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, note on this list (or a copy) where each correction item has been addressed. i.e.. plan sheet, specification, etc. Be sure to enclose the marked UP list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT HI SEQUENCE AS PAGES HAVING NO HENS NEEDING CORRECTIONS WERE DELETED. List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) A. PLANS ©Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may nave been returned to you by the jurisdiction, to: The jurisdiction's building department. © Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed:-for c\il 3. t^o&s - Occupancy Group _ Description of Use , Type of Construction ^_ Sprinklers: Yes or No . Stories ITTT ....._. njTmHeight Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table S-D. (if applicable) Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. X Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UHC and UPC and 1987 NEC. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. Specify the uses of all rooms or areas. SHE FLAK Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements , streets , existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable .area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 2/15/90 Show and dimension on the site plan all building projections including eaves, balconies, cornices and s imilar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. LOCATION OK PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wa 11 and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wal1 and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than »feet to a property line or an assumed property line, shall be fire-rated construction. Section 03. Exterior walls shall have a 30 inch parapet when less than ^S> feet to" a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exception. Section 1709.) _ .See- -te.i'e,r-^ or 1*01 < Offend c-rv- -type o-j- The exterior wall shall have protected openings ' (3/4 hour) when closer than -**> feet to a property line or an assumed property line. Section 03. ^.^ £~J\ The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. Projections over public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). 2/14/90 E. P. Structural elements exposed in walls required to be fire- resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers , mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section _ 03. BOILPIHG AREA When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C.*r3 - No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). A basement need not be included in the total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). ARKA Area separation walls may separate portions of a building and allow each portion to be considered a separate building; however, the area separation wall must be four-hour in Type- I, II-F.R. , III and IV buildings; and two-hour in Type II-one-hour, Type II-N and Type V buildings. Section 505 (e) 1. Openings in four-hour area separation walls are required to be protected with three-hour fire- resistive assemblies, and 1-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (e) 1. Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505 (e). *fy*3 If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one- hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may terminate at roofs of entirely ?^honcombustible construction. "Section 505 (e) 3. Two-hour area separation walls may terminate at the roof sheathing provided that: a. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire- resistive construction for a width of not less than 5 feet on each side of the wall. b. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. c. Openings in the roof shall not be located within 5 feet of the area separation wall. d. The entire building shall have a Class B roof covering or a Special Purpose roof. Section 505 (e) 3. 2/14/90 t- Tf I. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors, . fire rated columns, fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302 (a). IKTKRIOR WALL AMD ram.TiiG FINISH Foam plastics shall not be used as interior finish except as provided in Section 1712. When walls and ceiling are required to be fire-resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B." OCCUPANCY SEPARATION A -hour occupancy separation is required between occupancy and the occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 25 percent of the floor area of the major use and not related to an H- 2 or H- 3 occupancy. Section 503 (a). Provide -hour assemblies in the separation. fire-resistive door -hour occupancy Section 503 (c). 2/14/90 The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311 (b). Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). {.U. Basements require two exits. Section 3303 (a). Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware* Section 3304 (b). Exit doors should swing in the direction of egrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors 123, I 118. 12 129. Exit doors should be operable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24, 2-3304 (c).] Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304 (f) and (g). ' The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Section 3304 (f). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (i). When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (j). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (h). 2/14/90 1/8 60 1/9 One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. IMC Section 706 (b). Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. EXIT SIGHS Exit signs are required since the occupant load exceeds fifty. Show all required exit sign locations. Section 3314 (a). Show two sources of power for the lamps at exit signs. Section 3314(d). Show that exits are lighted with at least a one foot candle at floor level. Section 3313 (a). Show separate sources of power for exit 11lumination. (Occupant load exceeds 100) Section 3313 (b). The exit sign locations as shown are not adequate. ELEVATORS Elevators shall be enclosed in a one-hour shaft except in Type I and Type II F.R. construction where the elevator shall be in a two hour shaft. Section 1706. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. 170.Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise with Section 1807(b). i- buildings shall comply Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.l). a. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. b. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". c. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. Aim Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface , unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 2/14/90 11 9. Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. ¥• ROOF [I80j A Class & roof covering is required. 32-A. Table Si. Specify roof pitch. J2. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of Specify roof material and application.32. df4t»i| -*V fem' H -U vr Chapter f 191. Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC, e.g., tile, etc. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shal 1 have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Fro/vide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). FIRE BtTD*GUISHD*G Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for. servicing. Section 3802 (b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). 201. Provide fire sprinklers 111 6, r- 198. 199. 2(fo. t Section 506, 507, 508 or 3802. jurisdiction ordinance. See also . Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 3803. 2/14/90 12 Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. FOUNDATION 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 2905. 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 2905(c). Provide a letter from the 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 soil report). The foundation following soil this project plan does not comply with the report recommendation(s) for L208J Provide notes on the foundation plan listing the soils report recommendations for foundatio slab and building pad preparation, p n -f £09.] The soils' engineer recommended that he/she x^X 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: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. 2*0. 2/2. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. Note on the plans that wood shall be 6 inches above finish grade. Section 2907(a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). 21*. Dimension foundations per Table 29-A. Floors Thickness of, Supported* Stemwall Width Depth Footing 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. 2/8. 219. 2/0. 224. M£. 2/3. 2/4. 2& Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt s ize and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b) 4. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, undisturbed soil. spacing and Table 29-A. depth into 2/14/90 13 221. 2J. 23, 233. n. 234,34 25. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show minimum under floor ventilation equal to a 1 sq. ft. for each ISO sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. MASONRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. 1236J On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. 137. 2/0. 211. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP.X STRUCTURAL CONCRETE OVER 2500 PSI X PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h), 2517. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 2/14/90 14 24 '/ 2«7. 248. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show or note fire stops at the following locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling. , ajid^flooy above, so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceijline and, rpgf_a^ovg so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2x4 and 2x6 max. 10'; non-bearing: 2x4 max. 14', 2x6 max. 20*. Table 25-R-3. Studs supporting two ceiling must be 3 x 4 Table 25-R-3. floors, a roof and or 2 x 6 at 16" o.c. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. 2S8. Provide roof framing plan and floor framing ' plan. Section 302 (d). Provide framing sections through25^. 262. Section 302 (d). Specify all header sizes for opening over 4* wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. 2fl3.In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-1 must be reduced 50% for earthquake loading. This does not apply to wind loading. * C r or r;#rJ) 2/14/90 15 204. Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4- Specify plywood grade and panel identification index. Table 25-S-l. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 2/0. 211. 272. If foundation 14", framing cripple studs 2517 (g) 4. cripple wall studs are less than shall be solid blocking or the sheathed with plywood. Section Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (8) A. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 25l6(i). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 2/3. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). V. Parking garages shall have an unobstructed headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). '275) Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. [276} If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 278. 2/9. Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, through which a 6" sphere cannot pass, and designed for 20 Ibs. per lin. ft. applied horizontally at top rail (50 Ibs. for exit facilities serving more than 50). Section 1711. Table 23-B. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and Sections 3315 and 3316. seats comply with Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. Pedestrian walkway shall 509. comply with Section Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. TITLE 24 HANDICAPPED ACCESS Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. OCtJt nan "4-f T~/ -fix, 3/28/90 16 X. 285. 286. 287. CONSERVATION Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". ADDITIONAL Please see additional corrections, or remarks, on the following page. To speed up the recheck 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 describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No NOTE: The following provisions are contained in Title 24, Fart 2, California Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. S-l. Walls of- corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. S-2. Where exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). S-3. Where exit signs are required by Section 3314(a), all exit corridors shall be provided with continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). S-4. Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. S-5. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). S-6. Section 1807 should be reviewed for all high- rise buildings. S-7. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. S-8. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 7204. 3/28/90 17 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 check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. Thank you. Enclosures: A ffl ."ho/-? P. f Q-f Gil es. C*\el C «d n gj . (SeH-<Cal / / Out fa,/* A^/ryJ J C P-6 Gies n lan^( ft. uoui/i* r*M-r<r fc -f Af (/(/ " 3/28/90 18 TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling, at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315U) 4, 2-5315 fa)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subse'ction (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other .than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, or that control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction CARLS &/A p Plan Check No. C&?o-j£ References to section numbers with prefix "2" axe to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT IV HANDICAPPED PARKING SPACES buQ a. I Provide -Z © /• 2-7102(b) _handicapped spaces, f- Space shal 1 be so 1 oca ted that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) Parking space shall be a minimum of 9 ft.xlS ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may be subject to tow-away. 2-7102(f) Entrance to and vertical clearance within accessible level of parking structure shall be 8 ft. 2 in. to any structural member, duct or pipe.2-7102(g) CURB RAMPS / . jc. Q. Curb ramps shall be located wherever pedestrian path crosses curb . ( 2- 7103(a)) Curb ramp shall be 48" min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) A level 48" min. depth landing is required at top -of curb ramps over entire curb ramp width. 2-7103(d) If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) WALKS . Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a) . Walks sloping greater than 5H (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) . Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) . The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 . Gratings are not allowed whenever possible. ~2-3325(b) . At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) . A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) . A 24" clear space is required at strike side of gate or door. 2-3325(e) PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.l) d. The surface of ramps shall be slip- resistant. 2-3307(g) e. A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and bottom of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 11A Top landing 2-3307(d.l) shall be 60" x 60" minimum. i. When ' door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) j. Top landing shall have 60" min. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307 (d.l) k. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307 (e.l) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e.l) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2- 5107 (a) . b. The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48">. 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) © b. Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. Abrupt changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) ENTRANCES AND CIRCULATION /• 7.) ENTRANCES, DOORS, VESTIBULES AND CORRIDORS /. All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) All required passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i.l) Exterior level landing may slope up to 1/4" per • foot in any direction for surface drainage. 2-413 Door hardware shall be of the lever or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 Ibs. for exterior doors and 5 Ibs. for interior doors. 2-3304(c), 2- 3304(i.2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) ) Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(1.4) There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(1.1) b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511. l(a) c. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511. l(a) d. A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511. l(a) e. Water closet compartment door to provide 32" clear width for end entry and 34" clear, width for side entry. Door to be self-closing. 2-511. l(a) Ll3. SINGLE ACCOMMODATION TOILEI FACILITIES (a) ^-^ Water closet shall be located 28" from a. fixture or 32" from a wall. 2-511.l(a) Minimum clear space in front of water closet shall be 48". 2-511.l(a) In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.l(a) 14.) GRAB BARS AT WATER CLOSET tf. / One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.l(a) Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.l(a) c.) Bar fasteners and mounting support shall ^ be able to withstand 250 Ibs./ft. in bending, shear and tension. 2-511.l(a) - - WATER CLOSET /• r Height of water closet seat shall be 17" to 19" above floor. 5-1502 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 The force required to activate controls shall be no greater than 5 pounds force. 5-1502 URINALS Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) The force required to activate the flush valve shall be 5 Ibs. maximum and located 44" maximum above floor. 5-1503(b) Provide 30" x 48" clear floor space for forward approach. 2-511.l(b) A 17. LAVATORIES Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) e. If self-closing valves are used, they ' shall remain open for at least 10 seconds. 5-1504(c) 18.)TOILET ROOM ACCESSORIES . Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) b.) Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.l(b) '. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.l(b) SANITARY FACILITIES IDENTIFICATION ©On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) ). BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. ... GENERAL REQDIREMEHTS 2/. DRINKING FOUNTAIN . Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.l(c) f«When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimim textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a minimum of 32 inches clear between the wing walls. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-Sllc and 5-1507. 2. PUBLIC TELEPHONE Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.l(d) Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l(d). 23.) ELECTRICAL REQUIREMENTS (a.) 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) (y Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) 4. PLUMBING REQUIREMENTS Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.)- If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GKODP A OCCOPAHCY KEQUIKEMERIS 2/. AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-611(b) b. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c. Each wheelchair space shall be 60" x 30" and level. 2-611(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) e. This structure requires seats for semi-ambulant persons, leg space shall be at least 2k". 2-611(b) Clear f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) 2(f. STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, / GYMNASIUMS a. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) JURISDICTION: ELECTRICAL FLAN CORRECTION SHEET DATE:PAGE PLAM OTECK NtMRER: C.&- ?0 ~ /£ </g WAGGONER FLAN CHECKER: JgJ RAY HEAL QDARRELL MORRISON ttft$of Te J?, of= AT \/£><J To 7. MECHANICAL, PLCHBIHG, EHKRGY FLAK CORRECTION SHEET JURISDICTION: PLAN CHECK NUMBER: DATE:_. f§GLEN ADAMEK FLAN CHECKER: Q GARY ANGEL D U u? v<J ,7 A/C. Datei Jurisdiction CARLS f5>/^£> Prepared byi VALUATION AND PLAN CHECK FEE Q Bldg. Dept. D Esgil PLAN CHECK NO. $ BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY __ TYPE OP CONSTRUCTION PHONE NO. g-2.DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION o-P-^Ve — Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 3^4-£. • *$4-Z VALUATION MULTIPLIER ^7 fc '% $^ - e @ - • VALUE Wo,4W- • 11,0-2^^ ±o\,m~ Building Permit Fee $. Plan Check Fee $ COM ME NTS: SHEET OF 3 12/87 Date i Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Q Bldg. Dept, p Esgil PLAN CHECK NO. Q* - /64-f ;— BUILDING ADDRESS J^\', ±\Q3>f 1//Q/A APPLICANT/CONTACT Rongfc/ You»J PHONE NO. '_. BUILDING OCCUPANCY B~Z DESIGNER PHONE TYPE OP CONSTRUCTION 'CONTRACTOR PHONE BUILDING PORTION ^>PflC* — Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA ZOO& • 3oof- VALUATION MULTIPLIER 5-7 4 C 3^ - @ @ • • VALUE /7/,2^J4 • m- ////w/fi Building Permit Fee $. Plan Check Fee $ COM HENTSj 2-i SHEET OF 12/87 Date i )*/•Jurisdiction Prepared byr VALUATION AND PLAN CHECK FEE Bldg. Dept, Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION Uir>A Vou*g PHONE NO. ^—DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION °-Fpce vi AR^HtJL/X^: • — Air Conditioning Commercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA 233o / -i i JZtf. - ^^^0 VALUATION MULTIPLIER *r7 2.2. ^ •@ iH - _@ e • • VALUE 1*1 flo*- 3/11 f-->£°*34,1 1 JT-2(T 7,6??*- 4-^,0^7— Building Permit Tee. $. Plan Check Fea $ C 0 H HE NTS; SHEET 3 QF PIP 89- T BUILDING PLANCHECK # ENGINEERING CHECKLIST* ^ W w DATE:2.(o CCT SO 0 ITEM COMPLETE PLANCHECK NO.SO-«b48 Vy/ ITEM INCOMPLETE - ^-k I ^3, NEEDS YOUR ACTION X ITEM SELECTED 1s T C H E C K 2 N D C H E C K 3 R D C H E C K 2101. Z(0^ _K.'L, • /• --.10 v:i>! »" t:i ^PKJ_ 2J3-0*l-ii PROJECT ID: LEGAL REQUIREMENTS Site Plan I—J LJ \t 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 and dimensioned setbacks. I—I I—I 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. '—' '—' 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. . 6. Project does not comply with the fol 1 owlng Engin^rlng Conditions of Approval for Project No.PlP* f _Qld, __^_ Conditions complied with by: Date: Field Review 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 Pip * J BUILDING PLANCHECK & ENGINEERING CHECKLIST '. IGO o> _ . 1-7, W w DATE:Z^ CCT 9 O _ bfl ITEM COMPLETE {3 £; PLANCHECK NO. SO-- fk4fl O ITEM INCOMPLETE - g g 6U> I 2. 3 - — NEEDS YOUR ACTION 123 2IQ1. ZIQ3.2JOS OlMiNlO WM E&SLF S N R _ X ITEM SELECTED T D D ABM. 2J3-Ck|-~l^> _ C C C PROJECT ID: _ H H H E E E LEGAL REQUIREMENTS C C C K K K Site Plan — — ' 1. 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 and dimensioned setbacks. I— > U 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns., Em 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. _ . 6 . Project does not comply wi th the f ol 1 owl ng Engi neering Conditions of Approval for Project No. PIP ^-t^ ^rJL"^ Efja.*ir) FIRE* I ' O\<L. J J Conditions complied with by: _ Date: _ Field Review 7. Field review completed. No issues raised. 8. Field Review completed. The following Issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. _ B. Existing drainage improvements not shown or in conflict with site plan. _ C. Site is served by overhead power lines. _ D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements y 9. No dedication required. .10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8Jf* x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as fol1ows: Dedication completed, Date: By:. Improvement Requirements .11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the Citv inspector prior to occupancy. .12. Publ1c improvements required. Th 1 s project requi res construction of public Improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate Improvement plans and submit, for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to Issuance of permit. The required Improvements are: Improvement plans signed, Date: By:. FRM0010.DH 08/29/89 .13. Improvements are requ1 red. Construct1on of the publ1c Improvements may be deferred 1n accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required Improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to Issuance of a Building Permit. Future Improvement Agreement completed, Date By: Grading Requirements 13a. Inadequate i nf ormatl on aval 1 abl e on site pi an to make a determination on grading requirements. Please provide more detai1ed proposed and exlsting elevations and contours. Include accurate estimates of the grading quantities (cut, fill, Import, export). \i 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the Citv Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits 16. RIght-of-Way Permit not required. >C 17. RIght-of-Way Permit required. A separate RIght-of-Way Permit Issued by the Engineering Department 1s required for the fonQw1na:CniOS?rPirTloJ ftiavlEWAY AP£OAJ ^ Sewer Permit is not required. Sewer Permit 1s required. A Sewer Permit is required concurrent with Building Permit Issuance. The fee required 1s noted below in the fees section. .20. Industrial Waste Permit 1s not required. FRM0010.DH 08/29/89 BLD '21'.Industrial Waste Permit 1s required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to Issuance of Building Permits. Permits must be Issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required Park-in-Lieu Fee Quadrant: Fee per Unit: W 23. Traffic Impact Fee 2.4T7 Total Fee Fee Per Unit:1 1C)Total FeeiZtTTO^ * ^ 24. V 25. >< 26. X 27. Bridge and Thoroughfare Fee Fee per Unit:j Z2_ Total Fe Public Facilities Fee required. Facilities Mahagement Fee Zone: £ Sewer Fees Permit No.£EQiOO7J3 FPP&I3 ^^^jrccr* i»^i j +j —"i_ ' *J_^ "^ "i EDU's Sewer Lateral; required: Fee: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: IMFWCT OFFICE iCDQFr^ EJ).U. I EDO- FRM0010.DH BLD 2 ZfO? CAM/MO AFRC / OFFICE. EDU l I8COFT1 ~ fT =: 08/29/89 3 2JO5 CQMIMO VlDfl (?D6L£ FFIC rMPACr FEE. OFFICE 2J33D E.D.U. OPFIC.E E. - 3.10 BOD PLANNING CHECKLIST Plan Check No. APN: ai$>~°< PI anner j^ Type of Project Zone Leaend w - /*7 .1 - iJ IV* &^ / V*\ A ^(Name) and Use f/* r. ec'"'/ X _-.' ^ \/ J. O t /-• Address C^1*"7"9 v'tf*- PNA»/<. ^f^fc1^^^ tc^" Phone 438-1161 ^ f^,^,, (Q^/^f- Facilities Manaqement Zone ^T Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required: YES DATE OF COMPLETION: ^ NO TYPE r. /^ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES APPROVAL/RESO. NO. PROJECT NO. NO TYPE P/f DATE: /tfift^u OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval one Coastal:YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval n n o6n 0ifm 06n n _nn 0DD Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: 1. 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 and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3 4 Zoning: 1 Provide legal description of property. Provide assessor's parcel number. Setbacks: l_ - X Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Requ 1 red >0 Shown ?° Required \br Shown to' Reauired /o1 Shown \o' Required 3>0' Shown 2tf l-m_ f. it rt ^* /<Required 5° "Shown °~ ' Required f1^ ' Shown ? Spaces Required 7* Shown Spaces Required Shown 1< Additional comments and remarks have been Made on the building plans. These marked-up plans nay be picked up at the Building Department. These marked- up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES Additional Comments _ NO OK TO ISSUE PLNCK.FRM » City of Carlsbad Planning Department PLANNED INDUSTRIAL PERMIT S»O - April 5, 1990 ZJO( Mr. /ton Young A.I.A. 9252 Chesapeake Drive, Suite 500 San Diego, CA SUBJECT: PIP 89-1 6/Creekside The City has completed a review of the application for a Planned Industrial Permit for development located on Lot 1 of CT 80-33, Map #10061. It is the Planning Director's determination that the project is consistent with the City's Planned Industrial Zone regulations (Chapter 21.34) and with all other applicable City ordinances and policies. The Planning Director, therefore, recommends approval of this request based on the following: Findings: 1) The site indicated by the Planned Industrial Permit is adequate in size and shape to accommodate the proposed use, and all yards, spaces, walls, fences, parking, loading, landscaping, and other features required by this chapter. 2) The improvements indicated on the Planned Industrial Permit are located in such a manner to be related to existing and proposed streets and highways. 3) The improvements as shown on the Planned Industrial Permit are consistent with the intent and purpose of this zone and all adopted development, design, and performance standards as set forth in this chapter. 4) Unless otherwise stated, this industrial project shall comply with all applicable City ordinances and requirements. 5) The uses, improvements and architecture as shown on the Planned Industrial Permit are consistent with the intent and purpose of the Planned Industrial zone and all adopted development design and performance standards as set forth in the PM zone. 6) Environmental Review of this project was completed and resulted in the issuance of a Negative Declaration on March 15, 1990. 2O75 Las Palmas Drive • Carlsbad, California 92OO9-4859 * (619) 438-1161 Page 2 Concfftfons; and Exhibits 1. Approval is granted for PIP 89-16, as shown on Exhibit(s) A - F, dated April 5, 1990, incorporated by reference and on file in the Planning Department. Development shall occur substantially as shown unless otherwise noted in these conditions. The developer shall provide the City with a reproducible 24" x 36", mylar copy of the site plan as approved by the Planning Director. The site plan shall reflect the conditions of approval by the City. The plan copy shall be submitted to the City Engineer prior to building, grading or improvement plan submittal, whichever occurs first. 3. This project is approved upon the express condition that the final map shall not be approved unless the City Council finds as of the time of such approval that sewer service is available to serve the subdivision. 4. This project is also approved under the express condition that the applicant pay the public facilities fee adopted by the City Council on July 28, 1987 and as amended from time to time, and any development fees established by the City Council pursuant to Chapter 21.90 of the Carlsbad Municipal Code or other ordinance adopted to implement a growth management system or facilities and improvement plan and to fulfill the subdivided agreement to pay the public facilities fee dated December 7, 1989, a copy of which is on file with the City Clerk and is incorporated by this reference. If the fees are not paid this application will not be consistent with the General Plan and approval for this project will be void. 5. This project shall comply with all conditions and mitigation measures which may be required as part of the Zone 5 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits. General Planning and Legal Conditions 1. If any condition for construction of any public improvements or facilities, or the payment of any fees in lieu thereof, imposed by this approval or imposed by law on this project are challenged this approval shall be suspended as provided in Government Code Section 65913.5. If any such condition is determined to be invalid this approval shall be invalid unless the City Council determines that the project without the condition complies with all requirements of law. Approval of this request shall not excuse compliance with all sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance. Page 3 3. 777/s approval shall become null and void if building permits are not issued for this project within one year from the date of project approval. 4. Trash receptacle areas shall be enclosed by a six-foot high masonry wall with gates pursuant to City standards. Location of said receptacles shall be approved by the Planning Director. Enclosure shall be of similar colors and/or materials to the project to the satisfaction of the Planning Director. 5. All roof appurtenances, including air conditioners, shall be architecturally integrated and concealed from view and the sound buffered from adjacent properties and streets, in substance as provided in Building Department Policy No. 80-6, to the satisfaction of the Directors of Planning and Building. 6. No outdoor storage of material shall occur onsite unless required by the Fire Chief. In such instance a storage plan will be submitted for approval by the Fire Chief and the Planning Director. 7. The applicant shall prepare a detailed landscape and irrigation plan which shall be submitted to and approved by the Planning Director prior to the issuance of grading or building permits, whichever occurs first. The landscape and irrigation plan must reference PIP 89-16 and be consistent with the approved landscape plan as shown on Exhibit "P dated April 5, 1990. 8. All parking lot trees shall be a minimum of 15 gallons in size. 9. All landscaped areas shall be maintained in a healthy and thriving condition, free from weeds, trash, and debris. 10. Any signs proposed for this development shall at a minimum be designed in conformance with the City's Sign Ordinance and shall require review and approval of the Planning Director prior to installation of such signs. 11. Building identification and/or addresses shall be placed on all new and existing buildings so as to be plainly visible from the street or access road; color of identification and/or addresses shall contrast to their background color. 12. The project shall attempt to develop a ride to work and home program for its employees with the North County Transit District Furthermore, the project shall attempt to limit the staggering of worker shifts so as to facilitate the success of said program. 13. All building exteriors shall be grey sandblasted concrete with black tinted glass windows as illustrated on the colored exhibit incorporated herein and on file in the Planning Department. Page 4 Engineering Conditions 1. Pretreatment of the sanitary sewer discharge from this project may be required. In addition to the requirements for a sewer connection permit the developer shall conform to the requirements of Chapter 13.16 of the Carlsbad Municipal Code. The developer shall apply for an industrial waste discharge permit concurrently with the building permit for this project. No Certificates of Occupancy for the project will be issued before the industrial waste discharge permit application requirements have been met, all applicable fees paid and the permit issued. 2. No grading shall occur outside the limits of the project unless a letter of permission is obtained from the owners of the affected properties. 3. All slopes within this project shall be no steeper than 2:1. 4. Prior to hauling dirt or construction materials to any proposed construction site within this project the developer shall submit to and receive approval from the City Engineer for the proposed haul route. The developer shall comply with all conditions and requirements the City Engineer may impose with regards to the hauling operation. 5. Unless a standard variance has been issued, no variance from City Standards is authorized by virtue of approval of this site plan. 6. The developer shall comply with all the rules, regulations and design requirements of the respective sewer and water agencies regarding services to the project 7. All private driveways shall be kept clear of parked vehicles at all times, and shall have posted "No Parking/Fire Lane Tow Away Zone" pursuant to Section 17,04.040, Carlsbad Municipal Code. 8. The developer shall be responsible for coordination with S.D.G.&E., Pacific Telephone, and Cable TV authorities. 9. All required fire hydrants, water mains, and appurtenances shall be operational prior to combustible building materials being located on the project site. An additional onsite fire hydrant is required for this project The developer shall prepare water system improvement plans and a public water easement to the satisfaction of the City Engineer and the Water District Engineer prior to the issuance of a building permit for the project. Appropriate plan check fees shall be paid and securities posted. Page 5 Fire Conditions 1. Prior to the issuance of building permits, complete building plans shall be submitted to and approved by the Fire Department. 2. Additional public and/or onsite fire hydrants shall be provided. 3. The applicant shall submit two (2) copies of a site plan showing locations of existing and proposed fire hydrants and onsite roads and drives to the Fire Marshal for approval. 4. An all-weather access road shall be maintained throughout construction. 5. All required fire hydrants, water mains and appurtenances shall be operational prior to combustible building materials being located on the project site. 6. All fire alarm systems, fire hydrants, extinguishing systems, automatic sprinklers, and other systems pertinent to the project shall be submitted to the Fire Department for approval prior to construction. 7. All roof-top appurtenances shall be architecturally integrated into the design of the building and shielding to prevent noise and visual impacts, subject to approval before issuance of permit. 8. Building exceeding 10,000 sq. ft. aggregate floor area shall be sprinklered or have four-hour fire walls with no openings therein which shall split the building into 10,000 sq. ft. (or less) areas. If you have any questions, please call Anne Hysong at 439-1161, extension 4328. MICHAEL J. HOLZMILLER Planning Director MJHfAH:rvo c: Engineering Department Don Hideout Erin Letsch Data Entry 2560 ORION WAY of CARLSBAD, CA 92008 TELEPHONE (619)931-2121 PROJECT 'flfft^&K'S/fif - <?tft?t F/flE DEPARTMENT * PLAN CHECK REPORT S/VV^ ADDRESS 2/ D / 2. If) ? "P / D<?' ft* PAGE 1 OF _^_ APPROVED DISAPPROVED PLAN CHECK* *'] ^ / / /!/ (^ i/'/ /) /I /) U 0" ARCHITECT fcfMJAL ti A/. \j p( ( n/ f~, ADDRESS S^?/. / hi&f-.t3 PHONE 6~&>.$~- 7/O C< OWNER KnfrxT /&V-/, <> <f KfouT nnr.iiPANnv R7 ROUST ,— >x DSPRINKLERED D TENANT IMP. &_£_£. f£*'£tT ADDRESS ^KV/'L/tT PHONE 7/*V ^'63~/c? V//1/ TOTAI SQ.FT. STORIES O^lt^ APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. '4.'- 5. 6. 7. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets . Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project, ^fevlde specifications for the following: 9. 11. 13. Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COa, alarms, hydrants). Plan must be approved by the fire department prior to installation. '' The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: D Automatic fire sprinklers (Design Criteria: ) D Dry Chemical, Halon, COa (Location: .. . • __) D n Fire Alarm (Type/Location: Fire Extinguisher Requirements: SG,One 2A rated ABC extinguisher for each • exttogulshw not toexceec1 "*c *"* -**- D An extinguisher with a mini sq. ft. or portion thereof with a travel distance to the nearest _ to be located: to exceed 75 feet of4ravel,' mum rat ing of D Other: Additional fire hydrant(s) shall be provided EXITS : : ;•, ;_-,|1^ Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit doors __, • EXIT signs (6" x V*" letters) shall be placed over all required exlfts and directional signs located as necessary to clearly Indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. ; I.': Building(s) not approved for high pllt In height, 12 feet on pallets on Ing is to be done, comply wil combustible stock. Storage in closely packed piles shall not exceed 15 feet is and 6 feet for tires, plastics and some flammable liquids. If high stock pit- >rm Fire Code, Article 81. 14. Additional Requirements. /)Q .15. Comply with regulations on attached sheet(s), Plan c"°"'l""n.,. £*/<-// 7 / Report mailed to architect Met with .Attach to Plans 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619)931-2121 PROJECT ARCHITECT Citp of Carfcftab FIRE DEPARTMENT PLAN CHECK REPORT , 1 /Q3 A A-/- V<OL//;6> ADDRESS S^l/V D/e OCCUPANCY O_Z CONST.A / 'DSPRINKLERED D TENANT IMP. J| TOTAI ar> FT PAGE 1 OF APPROVED DISAPPROVED PLAN CHECK# . PHONE _ PHONE "7/V STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 5. 6. 7. .11. .13. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide-tao site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following:^ V'L D^^f^J "u£> S rzvV fa /?£ M//>i Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COa, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return It to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection^ystems are required:NQhAutomatlc fire sprinklers (Design Criteria: "P^t 5 Dry Chemical, Haloti.COa (Location: D Stand Pipes (Type: • 33/3^00 D Fire Alarm (Type/Location: Fire Extinguisher Requirements: 2A rated ABC extinguisher for each extinguisher not to exceed ZSJ££t of travel. D An extinguisher with a minimum rallng of sq. ft. or portion thereof with a travel distance to the neart- • / .S-t• .• n _ to be located: :! D Other: 8. Additional fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit-and. EXIT signs (6" x %" letters) shall be placed over all required exitts and directional signs located as necessary to clearly indicate the location of exit doors, GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Buildlng(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing Is to be done, comply with Uniform Fire Code, Article 81. 14. Additional Requirements. A/- —15. Comply with regulations on attached sheet(s). Met with Date- \.Attach to Plans COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW (CHECK ONE) REVISED BUILDING P.C. APPLICATION N BY:U INDUSTRIAL CLASS:_3/^ DATE: Signature-Jof City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. APPL ICANT : SITE ADDRESS:) tf/ TYPE OF BUSINESS: APPLICANT'S ADDRESS ;J/f /&'/#£ &. Q-L-7/4 B. WASTES AND PROCESSING: (Check where applicable) Domeatic Waate Only Q Industrial Waate «jg[ Induatrial Waste NOT "" Discharged to Sewer^^^ Discharged to Sewec GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): ' GENERAL DESCRIPTION OF PROCESS (If Applicable): C. WASTES TO-6E DISCHARGED TO SEWER: WASTE: TREATED; (Check One) UNTREATED:5T" QUANTITY: AVERAGE 'l4 W (Daily) MAXIMUM GPD GPD (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM; ZO / /)TITLE: A&t/'tf&r" // / Nf OA TE , WRITE IT - DON'T SAY IT! A ll. 0 A PER \w. FEE /O::EEMEA;T MO Date 2.1 MflR 19 T° CR^Q -1(049) PlP ffi-l^ _ Q Reply Wanted From ^. •C^.M C-UElLL _ DNo Reply Necessary A1GNER FORM NO. 56-032 PR.NTED IN USA STRUCTURAL CALCULATIONS PROJECT NAME: PROJECT NO: CLIEIMT:, A.I.A DESIGNED BY DATE*UAtfc; REVISIONS: A A A A This signature la to be a-wet /f signature APPROVED BY: DATE SIGNED; [This SET of CALCULATIONS has pages] BASIS OF DESIGN Project Name Project Number ByZf Sheet No. A PSF Roof Dead Load Roofing Sheathing Framing Ceil. & Insul. Misc. Total LIVE LOADS Roof Live Load PSF Floor Live Load — PSF Balcony Live Load — PSF Exit Walkway Live Loa3 — PSF 11.0 PSF Floor Dead Load Floor Covering Sheathing Framing Ceil. & Insul. Misc. Total WALL DEAD LOAD K/A PSF PSF Interior Exterior 10 PSF 16 PSF Concrete strength 6 28 days : 2000 psi <?£> Concrete masonry block (ASra C-90) Grade "N" Regular Weight. f 'm- 1350 psi ,Grout- 2000 psi ,Mortar Type "S"- 1800 psi Reinforcing steel : A-615 Grade 40 for * 5 & smaller ,Grade 60 for f 6 & greater Structural steel : A-36 Lumber: Douglas Fir-Larch Joists : No. 2 Beams & Posts : No. 1 Studs : 2x4 10 '-0" high or less : Construction , 2x4 lO'-O" to 12'-0" high i No. 2 2x6 12I-0" to 18'~0" high : No. 2 2x6 12'-0" to 18'-0" high : No. 2 • Code : Uniform Building Code 1988 t Seismic Force - (ZIC/fcw) X W » <• Wind Load : x.1 A = €>.(£& W 0'-20' 20I-40I O PSF PSF Project Nam* e«5*-'g*0e. project No. By _ Date Sheet No. u- - ri<=> , OL_ - «* ^ • icm Use- Project Name By Project No. _ Date *Vt4y'?c' sheet No. TiT-UP 4.10 410 I? Uf/ ( w ,&£*- 'a1 r i'*- I. 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Project Name By If Date Pro)cct No, Sheet No. in u We.y -UT -2.«> A U J H -T-o Project Name ^r*mr—~"f ' trip* No. By £* Date * ' Sheet N H-L. «. l^'.c? i. in L-M ft. > I.8Z. .003 7-se- -u» ^ UK)* A UMS- Project Name fftek-'SiOE, Project No. By _ Date Sheet No. 0 H- 4-1 - -3-^ **O » ( tlSVt — Xfc-^54. ^ -r 4-T i Tit-t fcf 0 U x -2ooc*o A — , - - '28oox^ A IfcA Project Date 9/P/9O SheetBy Date Sheet No LOME- x " (_ 9- 1^ n it., %*&) * V- OPUTT w L ~ „ 40^ UfWfr- ^ !-. , n ^^Hcv-w? * ai£>&> PrnfiK-HMam*Project No. . IT 4. lc/> FOUNDATION ENGINEERING SOILS INVESTIGATIONS EJN GEOTECHNICAL 2925 Ricker Way Anaheim, California 92806 714/630-7274 GEOTECHNICAL INVESTIGATION Palomar Airport Business Park Tract £0-33 Lot 1 Carlsbad, CA CLIENT: Briggs Investment Property 16672 Milliken Aue. Irvine, CA 92714 June 11, 1990 EJN JOB NO.: 90-141 AUG 31 1990 RONALD N. YOUNJ > TABLE OF CONTENTS INTRODUCTION SITE CONDITIONS FIELD INVESTIGATION SUBSURFACE CONDITIONS. LABORATORY TESTING REMARKS AND RECOMMENDATIONS Soil Bearing 3 Settlement 3 Lateral Soil Pressure 4 Expansive Soils 4 Soluble Sulfate 4-5 Footing Design 5 Concrete Slab Construction 5 Retaining Wall Design 6 Drainage 6 Shrinkage and Subsidence 6 Structural Section for Asphaltic Concrete 7 Fill Materials 7 Site Seismicity 7 GRADING SPECIFICATIONS 7-6 INSPECTION d SEASONAL LIMITATIONS 9 GENERAL 9 APPENDIX Laboratory Testing Procedures A&B Soil Classification Chart C Exploratory Boring Logs D Maximum Density Curve E Soil Texture and Plasticity Data F Direct Shear Summary G Consolidation Test H Bearing Value I Plot Plan J Vicinity Map K EJN Job No.: INTRODUCTION This report presents the results of a Foundation Soils Investigation performed on the property located at Palomar Airport Business Part. Tract dO-33, Lot 1, Carlsbad, California. The site has an area of approximately 2.17 acres The site is being developed for the construction of three proposed concrete tilt-up industrial buildings. The structures are to be supported by conventional continuous and pad footings with slab-on-grade concrete floors. SITE CONDITIONS The site is a pro-graded lot in a recently developed industrial area located in the City of Carlsbad, of northern San Diego County, The lot fronts on Camino Vida Roble to the north. The surrounding land is occupied light insustrial, and commercial one and two story concrete tilt-up type buildings. Drainage is undefined sheetflow to the north. A swale has been constructed along the western property line. vegetation consists or small grass and short weeds. Some dumping has taken place on the .site, consisting mainly of construction type materials. * FIELD INVESTIGATION * The field investigation consisted of drilling 3 borings to depths OTQCOK-CTQT HI t.lHMJ I.LJCJ*-CI* RCC T —T T _ I *tH EJN Job No.: 90- Page 2 • ranging from 4 to 1$ feet, The borings were drilled using a continuous flight auger drilling rig. Selected specimens of the in- place soils were obtained by using a 2.5 inch I.D. drive tube sampler equipped with brass rings. .log* of th* boring* and a plot plan snowing approximat* boring locations are included with this report, SUBSURFACE The soils encountred on this site consist of a beded silty sand, alternating with clayey sand, light in color, dense and moist. The soil types remain consistant throughout the borings. No goundwater was encountered in any of the borings. All borings were backfilled with native soils. A more detailed description of the soils is depicted on the exploratory boring logs, LABORATORY TESTING The laboratory testing consisted of performing classification, strength, settlement, and expansion tests; determining in situ dry density and moisture content; and determining the moisture- density relationship of major soils. Descriptions of test procedures are included in the Appendix of this report, ^ £0'd 9T9S9iS6T9T 01 WOfcU UdfrS:£0 066T-2T-100 EJN Job No. ; 70- 5 REMARKS AMD RECOMMENDATIONS Soil Bearing The proposed structures) may be supported on both continuous and pad footings. Footings may be designed for an allowable bearing value of 1600 pounds p*r square foot for footings placed to a minimum width of 12 inches and depth of 12 inches. The above bearing values may to* increased In accordance with Footnote 3 of T<*)>le 2$B of th* U.B.C. of 1065. For short duration loading such as wind and seismic conditions bearing pressures may be increased by 33 percent. The bearing capacity may be re-evaluated upon completion of the grading. If so, revised values will be presented in the final Compaction Report. Settlement Calculations of settlement were based on results of consolidation tests and the anticipated loading and settlement characteristics of the in situ soils. These calculations indicate that pad footings under maximum loading conditions will settle approximately 3/a of an inch, and the continuous footings under maximum loading conditions will settle 3/d of an inch. Differential settlement Is expected to be one-half of the total settlement. It is anticipated that the majority of settlement will occur during grading and the first phases of construction. The above settlement estimates are based on the assumption that grading will be performed in accordance with the grading specifications. * 9T969iS6T9T 01 WOdd WdSS:£0 0G6T-5T-J.OQ EJN Job No.t 90- 4 Lateral Soil Pressure For purposes of designing the structures for lateral forces, an allowable lateral soil pressure of 350 pounds per foot may be used for tho building design. A coefficient of friction of 0.3 may b* used for concrete placed directly on the natural soils. Expansive goils Th* r*&ults of teetd inrftafthA that: MIA *w>i1ft Axiftting on the cite have a moderate expansion potential. The test results are as follows: DEPTH PERCENT EXPANSION JELL 144/P3F 0-3 26 4 26 Recommendations for Footing Design, Concrete Slab Construction, and Grading Specifications contained in this report were made with proper consideration given to the expansive properties of the soil. Soluble Sulfate i TEST DEPTH B-I , 3 .035 S0'd 9T969iS6T9T Oi WDfcld WdSZ:E0 066T-ZT-J.M EJN Job No.: 90- 5 The soluble sulfate content is less than 0.10 percent. Type five cement is not required. Footing Design Exterior and interior footings for single story structures should be founded 16 inches below the lowest adjacent grade with a minimum width of 12 inches. Two-story structures shall have footings 16 inches below the lowest adjacent grade with a minimum width of 16 inches. Reinforcement should consist of two #4 reinforcing bars placed one at the top and one at the bottom of the footing. These reinforcing bars shall be positioned at the center of all continuous footings, properly lapped and tied. Concrete Slab Construction The groundwater table was not reached in any of the borings, therefore groundwater is not expected to be a problem on this project. It is recommended that concrete floor slabs in areas to be covered with moisture sensitive coverings be constructed over a 6 mil plastic membrane. The plastic rnenibrane should be properly lapped, sealed, and protected with 1 inch of sand. The floor slab shall be reinforced with 6X6-10/10 welded wire mesh placed at the center of a full four inch slab. As an alternate, a full five inch slab may be used without reinforement. As an alternate, the floor slab shall have #3 reinforcing bars placed 24 inches on center through the entire slab and shall be placed in the center of the slab. EJN Job No.: 90- 6 Retaining Wall Design For retaining wall design purposes use the following values: 1) Active Pressure: a) Level Backfill: 33 Ib/ft3 equivalent fluid pressure b) Slope (2:1): 45 Ib/ft^ equivalent fluid pressure 2) Passive Pressure: 350 Ib/ft3 per foot of depth 3) Coefficient of friction, concrete to soil: 0.3 4) Coefficient of internal friction: 26 * 5) Cohesion: 100 Ib/ft2 6) Allowable bearing pressure: 1600 lb/ft2 based on 12 inches minimum width and 12 inches minimum depth. Drainage It is recommended that all drainage, including roof and landscape water, be directed away from the building and into the nearest drainage facility to minimize moisture in the soil. Shrinkage and Subsidence Based on the in-place densities of the natural soil and assuming an average fill density of 92 percent relative compaction, calculations indicate that there will be a 5 percent decrease in volume between the cut and fill operations. In addition, it is estimated that there will be .20 of a foot of subsidence due to reworking the surface soils. EJN Job No.: 90- Page 7 Structural Section for Asphaltic Concrete For design purposes a structural section of 3 inches of A/C over 3 inches of Class II Aggregate Base may be used. •The actual structural section will be determined from R-Value tests taken where rough grading is completed so as to get a more representative sample of the subgrade soils. Fill Materials On-site materials may be used for the fill if free of debris, or fill materials shall consist of materials approved by the Soils Engineer and may be obtained from any other approved source. The materials used should be free of vegetable matter and other deleterious substances and shall not contain rocks or lumps greater than six inches in maximum dimension. Site Seismicity Based on the site location and the provisions of Chapter 23, Figure 1 of the U.B.C. we do not anticipate any unusual seismic occurances at the site. An appropriate value from TABLE 23-1, may be used for the seismic design of the structure. GRADING SPECIFICATIONS 1. All pad areas and five feet outside exterior footings, shall be over-excavated 24 inches below natural or finish grade, whichever is greater in depth. 2. Footing areas shall be excavated to a depth of 10 inches below the bottom of the footings, one equipment-width wide. EJN Job Wo.: 90-*• • Page 8 3. Prior to receiving fill, the bottom of the excavated area shall be ripped 6 inches, watered as required, and compacted to at least 90 percent of maximum density. 4. Driveways and parking areas shall be compacted to a depth of 16 inches below subgrade. 5. All pad areas shall be pre-saturated to 110% of optimum moisture to a depth of 18 inches at the time concrete slabs or decks are poured. 6. All weeds and debris shall be removed from the site prior to placing any fill. d. The maximum density shall be determined in accordance With ASTM: D-1557-76. 9. All reworked and fill material shall be placed at, or above, optimum moisture and compacted to at least 90 percent of maximum density. 10. All imported soil must be approved by the Soils Engineer, or his representative, prior to importing. 11. All utility trenches must be compacted to 90S of maximum density, or backfilled with a clean sand with a Sand Equivalent in excess of 29. The sand with an S.E. of 30 may be flooded or jetted for compaction. INSPECTION The Soils Engineer shall provide inspection for the site clearing and grading in order to certify that the grading was done in accordance with the approved plans and grading specifications. EJM Job No.: 90- Page 9 SEASONAL LIMITATIONS No fill shall be placed, spread or rolled during unfavorable weather conditions. When work is interrupted by heavy rains, fill operations shall not resume until the field tests by the Soils Engineer indicate the moisture content and density of the fill are as previously specified. GENERAL The recommendations contained in this report are based on the results of field investigation and laboratory testing, and represent our best engineering judgement. When prepared in accordance with these recommendations, the site will be suitable and acceptable for proposed construction. If soil conditions encountered during grading differ substantially from those described in this report, this office should be notified immediately so that appropriate recommendations can be made. This report is issued with the understanding that it is the responsibility of the owner, or his representative, to insure that the information and recommendations contained herein are called to the attention of the Project Architect and Engineer and are incorporated into the plans and specifications and that the necessary steps are taken to see that the Contractors and Subcontractors carry out such recommendations. Respectfully submitted, E J* GEOTECHNICAL George Bach G.E. 107 - Expires 12/92 GB/mlc Distribution: 5 Addressee Appendix A LABORATORY TESTING PROCEDURES Moisture/Density The field density of the soils were determined by split barrel sampling. The sampler was equipped with 2-1/2 inch brass liner rings and was driven with a 140 pound weight. The weight was dropped in a free fall 30 inches and the number of blow counts (N) is recorded for 16 inches of penetration. Where cohesive soils contained sufficient moisture/ the sampler was pushed into the soils by hydraulics. Settlement The settlement characteristics of the insitu soil are determined by performing standard consolidation tests on undisturbed specimens. The samples are tested in the original sample liner ring and the increment loads for consolidation are applied for periods of 24 hours by means of a single counter-balance lever system. The pressure settlement curves are shown on the attached plates. Shear Strength The shear strength of the soil is determined by performing direct shear tests and unconfined compression tests. The direct shear tests are performed on both undisturbed specimens and on samples remolded to 90% of ASTM: D-l 557-78 Method A. The samples are either tested at insitu moisture or are saturated to simulate the worst field condition and sheared at a constant rate of 0.1 inches per minute. The relationship between normal stress and shear stress is shown on the attached Direct Shear Summary. The unconfined shear strength of selected undisturbed specimens is determined in accordance with ASTM: D-2166. These tests are performed at the existing moisture content. The results of these tests are shown on the Boring Logs. Appendix A Expansion The expansive potential was determined in accordance with the U.B.C "Expansion Index Test" Standard No. 29-2. Samples are remolded at 49% to 51% saturation using a specific gravity of 2.7. A total load of 12.63 pounds is applied to the sample and allowed to consolidate for 10 minutes. The sample is then saturated with distilled water and allowed to swell for a minimum of 24 hours. Soluble Sulfate Content The concentration of soluble sulfates in the soils is determined by measuring the optical density of a barium sulfate precipitate. The precipitate results from a reaction of barium chloride with water extractions from the soil samples. The measured optical density is correlated with a calibration curve obtained from readings on precipitates of known sulfate concentrations. Maximun Density/Optimum Moisture The maximum density relationship to optimum moisture was determined in accordance with ASTM D 1557-78 Method A (5 layer method) Partical Size Analysis of Soils ASTM D 422-63 - This method covers the quantitative determination of the distribution of partical sizes in soils. The distribution of partical sizes retained on the No. 200 sieve is determined by sieving while the distrabution of partical sizes passing the No. 200 sieve is determined by a sedimentation process/ using a hydrometer to secure the necessary data. GENERAL GRADING AND EARTHWORK SPECIFICATIONS These specifications present the usual and minimum requirements for grading operations performed under the supervision of EJN GEOTECHNICAL. No deviation from these specifications will be allowed, except where specifically superseded in the preliminary geology and soils report, or in other written communication signed by the Soils Engineer or Engineering Geologist. 1. SCOPE A. The process of construction of controlled fills shall consist of adequate preliminary soil investigation, and clearing, removal of existing structures and foundations, preparation of land to be Tilled, excavation of earth and rock from cut area, compaction and control of the fill, and all other work necessary to complete the grading on the filled areas to conform with the lines, grades and slopes as shown on the accepted plans, B. The owner shall employ a qualified Soils Engineer to inspect and test the filt as placed to verify the uniformity of compaction to the specified density requirement. The Soils Engineer shall advise the owner and Grading Contractor immediately if any unsatisfactory soil related conditions exist and shall have the authority to reject the compacted fill ground until such time as necessary corrective measures are taken to comply with the specifications. It shall be the sole responsibility of the Grading Contractor to achieve the specified degree of compaction. II. GENERAL A. The Soils Engineer and Engineering Geologist are retained to observe compaction of fifls and excavation of slopes on the project. For the purpose of these specifications, observation by the Soils Engineer includes that inspection performed by any person or persons employed by. and responsible to, the licensed Civil Engineer'signing the soil report. B. All clearing, site preparation or earthwork performed on the project shall be conducted by the Contractor under the observation of' the Soils Engineer. C. It is the Contractor's responsibility to prepare the ground surface to receive the fills to the satisfaction of the Soils Engineer and to place, spread, mix. water and compact filt in accordance with the specifications of the Soils Engineer. The Contractor shall also remove all material considered unsatisfactory by the Soils Engineer. 0. It is afso the Contractor's responsibility to have suitable and sufficient compaction equipment on the job site to handle the amount of fill being placed. If necessary, excavation equipment will be shut down to permit completion of compaction. Sufficient watering apparatus will also be provided by the Contractor, with due consideration for the fill material, rate of placement and time of year. Page 1 Appendix B E. A final report shall be issued by the Soils Engineer and Engineering Geologist discussing the conformance with these specifications. III. SITE PREPARATION A. All (ill control projects shall have a preliminary soil investigation or a visual examination, depending upon the nature of the job, by a qualified Soils Engineer prior to grading. 8. All vegetation, desiccated top clay soil, and deleterious material such as rubbish shall be disposed of off-site. This removal must be concluded prior to placing fill. C. Any soft and swampy spots in the canyon areas shall be corrected by drainage or be removal of the unsuitable materials. D. The Soils Engineer shall locate all houses, sheds, sewaga disposal systems, large trees or structures on the site or on the grading plan to the best of his knowledge prior to preparing the ground surface. E. Soil, alluvium or rock materials determined by the Soils Engineer as being unsuitable for placement in compacted -fills shall be removed and wasted from the site. Any material incorporated as a part of a compacted fill must be approved by the Soils Engineer. F. After the ground surface to recerVe fill has been cleared, it shall be scarified, disced or bladed by the Contractor to a depth of at least 6 inches or deeper as specified by the Soils Engineer until it is uniform and free from ruts, hollows, hummocks or other uneven features which may prevent uniform compaction. The scarified ground surface shall then be brought to optimum moisture, mixed as required, and compacted as specified. If the scarified zone is greater than twefve inches in depth, the excess shafl be removed and placed in lifts restricted to 6 inches. Where undisturbed bedrock is exposed at the surface, scarification and recompaction may not be required. G. Where fills are made on hillsides or exposed slope areas, the existing top unstable materials should be removed. If existing slopes are steeper than 5 horizontal to 1 vertical, horizontal benches shall be cut into firm and competent undisturbed soil or bedrock in order to provide both lateral and vertical stability. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground at the elevation of the toe stake. The Soils Engineer shall determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of the slope. H. All areas to receive controlled fill, including all removal areas and toe-of-fil) benches, shall be inspected and approved by the Soils Engineer and/or Engineering Geologist prior to placing controlled compacted fill. I. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, weBs, pipe Ones or others not located prior to grading are to be removed or treated in a manner prescribed by the Soils Engineer. Page 2 Appendix B J. The cut portion of building pads in which rock-like material exists may require excavation and recompaction for density compatibility with the fill as directed by the Soils Engineer. IV. COMPACTED FILLS A. Materials 1. Materials for compacted fill shall consist of any material imported or excavated from the cut areas that, in the opinion of the Soils Engineer, is suitable for use in constructing fills. These materials may be obtained from the excavation areas and any other approved sources, and by blending soils from one or more sources. The material shad contain no rocks or hard lumps greater than 24 inches in size and shall contain at least 40 percent of material smaller than 1/4 inch in size (or passes through the #4 sieve). The material shall be free from organic vegetable matters and other deleterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter wrthtn a distance of 10 feet from any finished compacted surface. Roots, tree branches and other matter missed during clearing shall be removed from the fill as directed by the Soils Engineer. If excessive vegetation, rocks or soil with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of. 2. Material placed within 24 inches of rough grade shall be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 3 percent when compacted as hereinafter specified for compacted fill and when subjected to an axial pressure of 160 psf. Any material that swells more than 3 percent will be classified as expansive and processed as required In specific grading recommendations in the soils report. 3. Rock fragments less than 6 inches in diameter may be utilized in the fill, provided: a. They are not placed in concentrated pockets. b. There is a sufficient percentage- of fine-grained material to surround the rocks. c. T7>e distribution of the rocks is supervised by the Soils Engineer. 4. Rocks greater than 6 inches in diameter shall be taken off-site, or placed in accordance with the recommendations of the Soils Engineer in areas designated as suitable for rock disposal. Boulders greater than 2 feet in diameter shall be placed no closer than 10 feet from final grade and shall be placed in such a manner that voids wilt not exist around boulders. Details for rock disposal such as location, moisture control, percentage of rock placed, etc., will be referred to in the 'Conclusions and Recommendations' section of the soils report. If rocks greater than 6 inches in diameter were not anticipated in the preliminary soils and geology report, rock disposal recommendations may not have been made in the 'Conclusions and Recommendations" section. In this case, the Contractor shall notify the Soils Engineer if rocks greater than 6 inches in diameter are encountered. The Soils Page 3 Appendix B Engineer will then prepare a rock disposal recommendation or request thai such rocks be taken off-site. 5, Material that is spongy, subject to decay, or otherwise considered unsuitable shall not be used in the compacted fill. 6, Representative samples of materials to be used for fill shall be tested in the laboratory by the Soils Engineer in order to determine the maximum density, optimum moisture content, and classification of the soil. In addition, the Soil Engineer shall determine the approximate bearing value of a recompacted, saturated sample by direct shear tests or other tests applicable to the particular soil. During grading operations, soil types other than those analyzed in the report of the soil investigation may be encountered by the Contractor. The Soils Engineer shaJl be consulted to determine the suitability of these soils. B. Placing, Spreading, and Compacting Fill Material 1. Material used fn the compacted process shall be evenry spread, watered, processed and compacted in thin lifts not to exceed 6 inches in thickness to obtain a uniformly dense layer. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to insure uniformity of material and moisture in each layer. The fill shall be placed and compacted on a horizontal plane, unless otherwise approved by the Soils Engineer. 2. When the moisture content of the fill material is below that specified by the Soils Engineer, water shall be added until the moisture content is near optimum as specified by the Soils Engineer to assure thorough bonding during the compaction process. 3. When the moisture content of the fill material is above that specified by the Soils Engineer, the fill material shall be aerated by blending and scarifying or other satisfactory methods until the moisture content is near optimum as specified by the Soils Engineer. 4. After each layerhas been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than 90 percent of maximum density in accordance with ASTM: D- 1557-78 (five layers). Field density tests shall be made by the Soils Engineer for approximately each foot in elevation gain after compaction, but not to exceed 2 feet in vertical height between tests. The location of the tests in plan shall be spaced to give the best possible coverage and shaft be taken no farther than 100 feet apart. Tests shall b© taken on corner and terrace tots for each 2 feet in elevation gain. Trie Soils Engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread unti the field density tests indicate that the specified density has been obtained. If compaction to a lesser percentage is authorized by the controlling governmental agency because of a specific land use or expansive $08 conditions, the area to receive fiB Pace 4 Appendix B compacted to less than 90 percent shall either be delineated on the grading plan or appropriate reference made to the area in the soil report. 5. Compaction shall be accomplished with sheepsfoot rollers, multiple wheel pneumatic tired rollers or other approved types of compaction equipment. Rollers shall be of such design that they will be able to compact the fill material to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient trips to insure that the desired density has been obtained. 6. Special mixing and watering effort may be required where diaiomaceous materials are encountered to achieve the recommended moisture content and density. 7. AH fills shall be keyed and benched through all topsoil, cof/uvium, alluvium or creep material, into sound bedrock or firm material where the slope receiving fill exceeds a ratio of 5 horizontal to 1 vertical, in accordance with the recommendations of the Soils Engineer. 8. The key for side hill fills shall be a minimum of 10 feet within bedrock or firm material, unless otherwise specified in the soils report. 9. The Contractor will be required to obtain a minimum relative compaction ot 90 percent out to the finish slope face of fill slopes, buttresses and stabilization fills. This may be achieved by either overbuilding the stope and cutting back to the compacted core, or by direct compaction on the slope face with suitable equipment, or by any other procedure which produces the required compaction. Compacting of the slopes shall be accomplished by backroffing the slopes in increments of 3 to 5 feet in elevation gain or by other methods of producing satisfactory results. The Contractor shall prepare a written detailed description of the method or methods he will employ to obtain the required slope compaction. Such documents shall be submitted to the Soils Engineer for review and comments prior to the start of grading. If a method other than overbuilding and cutting back to the compacted core is to be employed, slope tests will be made by the Soils Engineer during construction of the slopes to determine if the required compaction is being achieved. Each day the Contractor will receive a copy of the Soils Engineer's 'Dairy Engineering Report' which will indicate the results of fiekJ density tests for thai day. Where failing tests occur or other field problems arise, the Contractor will be notified of such conditions by written communication from the Soils Engineer in the form of a conference memorandum, to avoid misunderstanding arising from oral communication, ff the method of achieving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compaction is obtained, at no additional cost to the Owner or Soils Engineer. 10. Compacting operations on fill slopes shall be continued until the slopes are stable but not too dense for planting and until there is no appreciable amount of loose soil on the slopes. Page 5 Appendix B 11. All fill slopes should be planted or protected from erosion by methods specified in the soils report. 12. Fill-over-cut slopes shall be properly keyed through topsoil, colluvium, or creep material into rock or firm materials; and the transition shall be stripped of all soil prior to placing fill. The cut shall be made prior to benching and placing and fill. 13. The Soils Engineer and/or his designated representative shall observe the placement of fill and shall take sufficient tests to provide an opinion on the unrformtty and degree of compaction being obtained. V. CUT SLOPES A. The Engineering Geologist shall inspect all cut slopes excavated In rock, lilhified or formation material at vertical intervals not exceeding 10 feet. B. If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticuler or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered during grading, these conditions shall be analyzed by the Engineering Geologist and Soils Engineer; and recommendations shall be amended to treat these problems. C. Cut slopes that face in the same direction as the prevailing drainage shall be protected from slope wash by a non-erosive interceptor swale placed at the top of the slope. 0. Unless otherwise specified in the soils and geological report, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of controlling governmental agencies. E. Drainage terraces shall be constructed in compliance with the ordinances of controlling governmental agencies, or with the recommendations of the Soils Engineer or Engineering Geologist. VI. SUBDRAINS A. All materials used in the construction of the subdrain system shall be of the required kinds and sizes shown on the drawings or approved by the Soils Engineer. B.. All drain lines shall be installed to conform to the grades and alignment shown on the drawing. Modifications of the subdrain layout as may be required in the field must be approved by the Soils Engineer and CMI Engineer. C. The subdrain pipe (perforated and non-perforated) shall be approved by the Soils Engineer. H the diameter pipe called for on the .drawings is-not available in the material chosen by the Contractor, trie next size larger pipe available shall be used in its place at no additional cost to the owner. Page 6 Appendix B D. Prior to backfilling, the locations of all drains shall be surveyed by the Civil Engineer. It is imperative that the subdrain outlets be kept clear during grading to avoid damage to the exposed pipe. VII. TRENCH BACKFILLS A. Trench excavations for utility pipes shall be backfilled under engineering supervision. B. After the utility pipe has been laid, the space under and around the pipe shall be backfilled with clean sand or approved granular soil to a depth of at least 1 foot over the top of the pipe. The sand backfill shall be uniformly jeted into place before the controlled backfill is placed over the sand. C. The on-site materials, or other soils approved by the Soils Engineer, shall be watered and mixed as necessary prior to placement in lifts over the sand backfill, ~ D. The controlled backfill shall be compacted to at least 90 % of the maximum laboratory density as determined by the ASTM compaction method described above. E. Field density tests and inspection of the backfill procedures shall be made by the Soils Engineer during backfilling to see that proper moisture content and uniform compaction is being maintained. The Contractor shall provide test holes and exploratory pits as required by the Soils Engineer to enable sampling and testing. VIM. SUPERVISION A. Supervision by the Soil Engineer shall be made during filling and compacting operations so that he can certify that the fill was made in accordance with accepted specifications. B. The specifications and soil testing of subgrade, subbase, and base materials for roads, or other public property shall be done in accordance with those of the governing agency. IX. INSPECTION A. Observation and compaction tests shall be made by the Soils Engineer during the filling and compacting operations so that he can state his opinion that the fill was constructed in accordance with the specifications. B. The Soils Engineer shall make field density tests in accordance with ASTM #0-1556 64T. Density tests shall be made in the compacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the specified density, the particular layer or portion shall be reworked until the specified density has been obtained. Page 7 Appendix B X. GEOLOGIC INSPECTION A. Graded slopes are to be periodically inspected by the Engineering Geologist to provide an opinion on the stability of the excavated slopes. B. Inspection of excavations other than cut slopes may be required to define geologic parameters related to fault hazards, landslide hazards, or other geotechnical hazards that may be indicated. C. Surcharged cuts are to be inspected by the Engineering Geologist prior to placement of the surcharge fill prism. D. Canyon cleanouts wilt be inspected by the Engineering Geologist prior to subdrain placement or placement of fill. E. Buttress keys will be inspected by the Engineering Geologist prior to placement of the buttress fill. XI. GRADING CONTROL A. Inspection of the fill placement shaJI be provided by the Soils Engineer during the progress of grading. B. In general, density tests should be made at intervals not exceeding 2 feet of fill height of every 500 cubic yards of fill placed. This criteria will vary depending on soil conditions and the size of the job. In any event, an adequate number of field density Jests shall be made to verify the required compaction is being achieved. C. Density tests should be made on the surface material to receive fill as required by the Soils Engineer. D. All cleanouts, processed ground to receive fill, key excavations, subdrains and rock disposal must be inspected and approved by the Soils Engineer prior to placing any fill, ft shall be the Contractor's responsibility to notify the Soils Engineer when such areas are ready for inspection. XII. CONSTRUCTION CONSIDERATIONS A. Erosion control measures, when necessary, shall be provided by the Contractor during grading and prior to the completion and construction of permanent drainage controls. B. Upon completion of grading and termination of observations by the Soils Engineer, no further filling or excavating, including that necessary for footings, foundations, large tree wells, retaining walls, or other features shall be performed without the approval of the Soils Engineer or Engineering Geologist, C. Care shall be taken by the Contractor during final grading to preserve any terms, Page 8 Appendix B drainage terraces, interceptor swales, or other devices of a permanent nature on or adjacent to the property. XIII. PROTECTION OF WORK A. During construction, the Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. We shall control surface water to avoid damage to adjoining properties or to finished work on the site. The Contractor shall take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. B, After completion of grading and the Soils Engineer has finished his observation of the work, no further excavation of filling shaft be done except under the observation of the Soils Engineer. XIV. SEASONAL LIMITATIONS No fill material shall be placed, spread, or rolled during unfavorable weather conditions. When the work is interrupted by heavy rain, grading shall not be resumed until field tests by the Soils Engineer indicate that the moisture content and density of the fill are as previously specified. Page 9 Appendix B Major Divisions COARSE GRAINED SOIL (More than 5038 material larger than the *200 sieve) FINE GRAINED SOIL (More than 5095 material smaller than the *2QO sieve) GRAVEL (More than 50S5 material larger than *4 sieve) SAND (More than 50% material smaller than *4 sieve) Clean GRAVEL (Less than 5S5 fines) GRAVEL With Fines (More than 1 2% fines) Clean SAND (Less than 593 fines) SAND With Fines (More than 1 2% fines) SILT & CLAY (Liquid limit less than 50) SILT & CLAY (Liquid limit more than 50) HIGHLY ORGANIC SOIL GroujSqmbc GW £•**• GP &,•%« GM f} GC $ 1 SW I*:!: SP jj: SM > op ^oL -ty •S-. ML CL ^ni : :Ul_ tttt MH CH ^ OH $•fcj PT zz?.i i r \s Sol! Description j-.yV. Veil graded gravels . gravel-sand .•••V-; mistures , little or no fines. ?JV Poorly graded gravels or gravel-sand Ifi* mixtures, little or no fines. ; ; Silty gravels, gravel-sand-silt • • mixtures, non-plastic fines. <&•!> Clayey gravels, gravel-sand-clay ffi. mixtures, plastic fines. :•:•:•:• Veil graded sands, gravelly sands. \:\: Poorly graded sands or gravelly : : : : sands, little or no fines. / .- Silty sands, sand-silt mixtures, •[ •'. non-plastic fines. $& Clayey sands, sand-clay mixtures, ;§?• plastic fines. Inorganic silts, sandy or clayey silts Low to no plasticity . // Inorganic clay . sandy or silty clay . yy Low to medium plasticity . Organic silt or organic silty clay . rrrH Low to medium plasticity . Inorganic silts . diatomaceous or micaceous fine sandy or siltg soils. ^ Inorganic clays of high plasticity , fyt Fat clays. *fa Organic clays of medium to high /?£ plasticity , organic silts. (Sieve Openings in mm.) PARTICLE SIZE LIMITS .074 .425 2.00 4.17 19.0 75.0 300.0 SILT OR CLAY SAND FINE MEDIUM COARSE GRAVEL FINE COARSE • COBBLES! BOULDERSi (U.S. Standard Sieve Sizes) *200 *40 *10 Relative Density .75 in. 3in.12 in. SANDS, GRAVELS AND NON-PLASTIC SILTS VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE BLOVS/FOOT* 0- 4 4- 10 10-30 30-50 OVER 50 Consistency CLAYS AND PLASTIC SILTS VERY SOFT SOFT FIRM STIFF VERY STIFF HARD STRENGTH* 0-1/4 1/4-1/2 1/2-1 1 -2 2-4 OVER 4 BLOVS/FOOT* 0- 2 2- 4 4- 8 S- 16 16-32 OVER 32 *Number of blows of 140 pound hammer falling 30 inches to drive a 2 inch O.D. (1 - 3/8 inch I.D.) split spoon (ASTM D-1586). +Unconfined compressive strength in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test (ASTM D-1586), pocket penetrometer, torvane,or visual observation. | Date: 06/07/90 | Job No.: 90-141 | Appendix C Surface Elevation: 91,2 93.6 ^&oWhrf.>s•-t CJH. -<-<CCu 3S£°fU 0 114.4 <3> 15.5 114.4 114.4 t-« SwQ x:O -4j V 104.3 107.1 *-« CO il 15.3 16.0 16.7 20.1 11.2 Pi E—< Sx^ 28 43 oi— « i CU'**- 1 BULK 2 3 RING 4 BAG 5 6 7 RING 9 BAG 10 11 12 13 14 BAG 15 16 17- 18 19- ?0- Is - y~~/s~s s'iff m m ^*i$s.X-X-X-. ~S-'S-S,- $$'i& p ££^ ^ ^^sM W523>*Sco SM SM SM SC SC +** o kj B •?~f J1^ H-« OfMto *—*1-3 t/i (M CO*~* -*grf Comments: TAN SILTY FINE SAND: Sightly Moist, Medium Dense GREY/TAN SLIGHTLY CLAYEY SILTY FINE SAND: Moist, Medium Dense DARK GREY CLAYEY SAND: Moist, Medium Dense LIGHT GREY SLIGHTLY SILTY CLAYEY SAND: Moist, Dense END OF BORING NO GROUNDWATER NO CAVING BORING BACKFILLED Logged By: F. S. Depth of Boring: 18 FEET Groundwater: NONE Exploratory Boring Number: g-i dJIH §@@{t@eMe@l 1 Date: 04/1 0/90 1 Job No.: 90- 141 I Appendix D Surface Elevation: 92.9 RELATIVECOMPACTION %114.4 MAX. DENSITY|(pcf>106.3 DRY DENSITY[<pcf>16.3 16.3 19.8 MOISTURE(%)40 PENETRATION|(N)1 2 3 RING 4 BAG 5 6- 7 8 9 BAG 10 11 13 14 15 16 17- 18- 19- 70- wS-i &H Q^ - •m>m m [MATERIAL 1ISYMBOL |SM * - sri sc UNIFIED SOILCLASSIFICATIONComments: TAN SILTY FINE SAND: Sightly Moist, Loose to Medium Dense GREY/TAN SLIGHTLY CLAYEY FINE SAND: Moist, Medium Dense Becomes more dense with depth END OF BORING NO GROUNDWATER NO CAVING BORING BACKFILLED r Logged By: F. S. Depth of Boring: 12 FEET Groundwater: NONE Exploratory Boring Number: 5-2 JUKI ®@(§lftg@|&ffl]fleilll 1 Date: 047 10/90 1 Job No.: 90- 141 1 Appendix D Surface Elevation:RELATIVECOMPACTION %MAX, DENSITY(pcf)99.3 DRY DENSITY(pcf)16.3 24.8 MOISTURE(%)15 PENETRATION[ 001 - 2 3 RING 4 BAG 6- 7- 8 9 10 11 12 13 14 15 16- 17- 18- 19- ?<V Xi-* &ca£i '• '• / \[MATERIALISYMBOLSM UNIFIED SOIL[CLASSIFICATIONComnkents: TAN SILTY FINE SAND: Sightly Moist, Loose to Medium Dense END Of BORING NO GROUNDWATER NO CAVING BORING BACKFILLED - Logged By: F. S. Depth of Boring: 5 FEET Groundwater: NONE Exploratory Boring Number e-3 mid §©@£©@tafi @@i | Date: 04/1 0/90 \ Job No.: 90-141 (Appendix D BORING NO. 1 DEPTH: 0-3' SOIL TYPE: SILTY SAND MAXIMUM DENSITY: 1 14.4 Ib/sq.ft OPTIMUM MOISTURE: 15.5$ . . 80% Saturation r^-r 100% Saturation f Date: 06/07/90 | Job No.:90-141 | Appendix E oa 4> c:rs 120 - 81 e 0-3 FEET115 110 - 105 - 100 - 95 - 10 15 Moisture content Moisture content vs. dry unit weight relationships for eight soils according to A.A.S.H.O. T99. Soli Texture and Plasticity Data No. Description Sand Silt Clay LL PI 1 Well-graded loamy sand 88 10 2 16 NP 2 Well-graded sandy loam 78 15 13 16 NP 3 Medium-graded sandy loam 73 9 18 22 4 4 Lean sandy silty clay 32 33 35 28 9 5 Lean silty clay 5 64 31 36 15 6 Loessial silt 5 85 10 26 2 7 Heavy clay 6 22 72 67 40 8 Poorly graded sand 94 -6- NP JDate:06/07/90 |job No.: 90-141 | Appendix F PRESSURE - Kipsper ft .0 2 40 00 0 1 2 Q- i Zo 4 1—<EO 8 o 6 7 8 9 10 — • —— -*. ^\ \ ^— - — . VA \ — -_ TER \ — — AD \ — — ED \ — .-. \ —- „_!1 • &JB8 ©g®TggMBeAL| Date: 4/30/30 \ job No.: .90-141 | Appendix H 40 ST 30 fca o 20 o>3 5 10 •*- ^^^^— *—"•»•-•-• **.--**-j Nc— ^ ^ "X -^ 0 60 50 40 30 Values of NcandN< V > S. Nr \ S 20 Nn\ L\l\ x\ ,vs s \ \ \ 10 \ 5.7 \\\ r \ 1 NV-j /- -t- \ ^ 3 *.0 /' i y _N s* •V r ^k-h- 0= F- 44 48( ^ N 5 N T" T = I 26 78 0 u 20 40 60 80 100 12 Val ues of N^ _ TB width + cohesion + surcharge B=1 0=1 c=.lOO 0=F.S.= Nc=27 100x27 xkl.5 = Use:lb/ft BORING NUMBER:!. DEPTH: 3'/2 SOIL TVPE: $tt.Ty ^ S-^J UNDISTURBED: D REMOLDED: BlTO 90^ MAXIMUM DENSITV) ] Date:. 4/30/90 | Job No.: .30-141 [Appendix I | Indicates approximate boring location aiL I Date: 06/07/90 § Job No.: 90-141 | Appendix J I Pate:06/07/90 | Job No.: 90-141 | Appendix K CERTIFICATION OF COMPLIANCE Q CITY OF CARLSBAD Plan Check No. YO"'® DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) Project Applicant: San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN:0 6/~ Project Address: ^f **?**?/ 05 RESIDENTIAL: SQ, FT. of living area SQ. FT. of covered are COMMERCIAL/ INDUSTRIAL: SQ. FT. Prepared By Number of dwelling units SQ. FT. of garage area Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986 (other school fees paid) Other Residential Fee Levied: $ Comm/Indust Fee Levied: $ based on based on sq. ft.@ sq. ft.@^b - Schfaol District Official Ai Title Date AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. RCU BYJXERQX TELECOPIER 7010 ; 3-22-91 2:01^ i CCITT G3-> it* 1 03. 22. 91 O2:OO FM * * CARL-SBAD MWD F AX* F O 1 Facsimle Transmittal Sheet Engbeeriog (613) 438-3367 Adaxinistradon (613) 438-2722 FAX (619)431-1601 Deliver the Following Pages to: Nf.,,. A TCTAL er &? PAC» AM Bewo TaAWSwrrao, IXCLUPWO Tws T»A«swrTAt SHST fr You Do Nor RZCSVE Au. OF THB PACSS, PLEWE Ncryy CUUSSAD MWD AT Tlii Message is Beiag Saat From the Carlsbad Municipal Water DJ^ria By: ROJ BYlXEROX TELECOPIER 7010 J 3-22-91 2:02PM ; CCITT G3-* O3. 22. 91 02:00 F M * * CARLSBAD MWD F AX * F> O 2 March 22, 1991 TO: GROWTH MANAGEMENT ATTN: DON RIDEOUT FROM: c.H.H.D. General Manager CONDITIONAL APPROVAL OF ISSUANCE OF BUILDING PERMIT The Carlsbad Municipal Water District approves of conditionally issuing the building permit for the Creekside Business Park, Lot 1, Carlsbad Tract 80-33, S/s caaina Vida Rabies & E/0 Las Palmas Drive, CMWD Project No, 90-C-339, with the understanding that no building construction shall commence until the water conservation has been/submitted and approved by the District. ROBERT J* SKEANEY General Manager RJGrajs CMWD 90-C-339 BUILDING PE 07/11/91 13:38 Page 1 of 1 Job Address: 2101 CAMINO VIDA ROBLE Permit Type: PLAN CHECK REVISION Parcel No: Valuation: 0 Construction Type: VN Occupancy Group: B2 Class Code Description: MINOR CHANGES TO 1 OF 3 BLDGS : 2105 CAM VIDA ROBLE BP 910513 Appl/Ownr : BRIGGE AND BERGE 16672 MILLIKEN AVENUE IRVINE, CA 92714 M I T Str: PCR No: PCR91042 Project No: A90Q1869 Development No: Fl: Ste: 3410 07/11/91 0001 01 02 C-fRHT 110-00 CD Status: ISSUED Applied: 06/13/91 Apr/Issue: 07/11/91 Validated By: CD 714 863-1064 * * * Plan Check Number Fees Required * Fees : Adjustments: Total Fees: Fee description Plan Check Revisi ted & Credits ** * . 00 . 00 110. 00 Ext fee Data 110.00 RttL APPROVAL DATE_ CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlst>ad Building Department 2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT A - Q Commercial LJ New Building LJ Tenant Improvement B ^Eflndustrial «UNew Building D Tenant Improvement C - D Residential D Apartment DCondo D Single Family Dwelling D Addition/Alteration n Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbin D Mechanical D Pool D S^ra frRetaining Wail D Solar Bother V2, PROJECT INFORMATION >A PLAN CHECK NO. EST.VAL PLAN CK DEPOSIT_ VALID. BY DATE FOR OFFICE USE ONLY Address Nearest Cress Street Building or suite NO LEGAL DESCRIPTION Lot No.Subdivision Name/Number Unit No.Phase No. CHECK BULOW IF D 2 Energy Calcs rructural Gales D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING HSR PROPOSED USE DESCRIPTION OF WORK SQ.FT. <fr # OF STORIES 3. UJNTAU1 PERSON (.it dinerem irom applicant NAME CITY ADDRESS STATE &*• ZIP CODE DAY TELEPHONE 4. APPLICANT NAME CITY U CON IHACTOR EJAGhNl hOR CONIKAC1OK ADDRESS STATE ZIP CODE UOWNLH UAGhNI hOR OWN DAY TELEPHONE 5. PROPERTY OWNER NAME CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 6. OONT NAME CITY STATE STATE UC. # ADDRESS ZIP CODE LICENSE CLASS DAY TELEPHONE CITY BUSINBlS LIC. # DAY TELEPHONE consent lose insurer, or partment (Secti uea oy tne Director ot industrial opy or duplicate thereof certified Lab. C). ten mis permit is iss not employ any cense Law tor the I sation, will do the work a pt apply hat sue ti e structure isnpVHHRoea or owner of propwty who builds prgpfements aB not intended ilder will have the burd 7044, Business and Prowsions and corJfacts for su4rt>roiects or repair ant to the Code) • a permit pphca comm allege an fiv it tafile a sig tie* 7000 of iolatlon $500]). DATE t that he is f the Busin 7031.S-byJny or such cing wi xempti undred management and anagement distnct? Y1, 1989 UNLESS THE APPLICANT POLLUTION CONTROL DISTRICT. CITY STATE AUUHKbb ZIP CODE 7. WORKERS* COMPLNSAnON Workers Compensation Declaration: I hereby aliirm mat 1 have Relations, or a certificate of Workeipttompensation Insurance by the Director of the insurer thew>ffi%l with the Building I INSURANCE COMPANY Certificate ot Exemption: T certify that so as to become subject to the Workers SIGNATURE DA 8. OWNER-BUILULK DbULARATlON D D Owner-Builder Declaration: I her I, as owner of the property or my e: offered for sale (Sec. 7044, Business or improves thereon, and who does or offered for sale. If, however, the of proving that he did not build or im I, as owner of the property, am exclusivi Code: The Contractor's License Law does not apply to an ow with contractor(s) licensed pursuant to the Contractor's Lie I am exempt under Section yees with wag Professions CoJe: Vhemtractor's License Law work hims^wor rnhpigh his own employees, ivement is sold within onM^ear of [ove for the purpose of sale.). contracting with liaised contractors* const: T of propev whdfcuilds Law). (Sec. 7031.5 Business and Professions Code: Any any structure, prior to its issuance, also requires th provisions of the Contractor's license Law (Chapte or that he is exempt therefrom, and the basis for t! subjects the applicant to a civil penally of not more SIGNATURE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUI Is the applicant or future building occupant required to su prevention program under Sections 25505, 25533 or 2553 D YES D NO Is the applicant or future building occupant required to obtain a permit from D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPAN] HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF 9. CONSTRUCTION LLNUWG AGENCY TTiereby attirm that there is a construction lenoing agency tor the pertormince or the work itmwMCh this permit is issued (Sec 3097(0 Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION I certify that I have read the application and state that the above mtormation isTOrrect. 1 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 CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMEN AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID OTY 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 theJfoilding Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such fiermit is not commenced with in^fSp' days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at anyXjme after the worlds commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS SIGNATURE DATE: WHITE: Fil >plicant PINK: Finance DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 :TIDN> :CKER QFILE COPY QUPS ["'DESIGNER AA i ro o A-i~r-<. , (0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. [[ The applicant's copy of the check list has-been sent to: D Esgil staff did not advise the applicant contact person that plan check has been completed. "I Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone # By : ESGIL CORPORATION DGA DAA DRN QDM ^Enclosures: Datei' 6nf 6/Juried ictiont>Vrl.L-s Prepared byi PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT "E!o>Mi4>-o BUILDING OCCUPANCY . I&^ VALUATION AND PLAN CHECK FEE_ UiQva. n Bldg. Dept, p Esgil PHONE NO. Gi* S "7^ DESIGNER PHONE </ TYPE OF CONSTRUCTION ...,CONTRACTOR PHONE BUILDING PORTION Urt(J^7,Oi>* O-,111 ^ Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA in?, L- VALUATION MULTIPLIER -S£.n •» C\4-r. -\ e e @ VALUE 35, £^ \lO^°f Building Permit Fee Plan Check Fee $ COHHENTSL \VQ.2.0] $ SHEET OF 12/87 2560 ORION WAY. CARLSBAD, CA 92008 TELEPHONE (619)931-2121 City of Cariibab FIRE DEPARTMENT PLAN CHECK REPORT PAGE1 OF. APPROVED DISAPPROVED PLAN CHECK# PRmtrr {?/?£*=< J\* ^*r ^^/-S/Vi^ ARr.HiTFrvr A:/ia / /I / /) >i / y ^" -/A / L* ruA/wpp *? A 3i,-£~r -2 *? - /- A ^ hrriiPAwr.Y '^7-, CONST. _ T^SPRINKI FRFD n TENANT IMP. i ADDRESS ^5 ^ 0 5" /^It^y//. ADDRESS SXlAV t\if£.rt ADDRPRfi "TPy M 1 f7" TOTAL SO. FT. fit Uny\ Ko&t t~ PHONE PHONE/"7/<-/)££3-/ STORIES £ V APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. 5. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor pian(s); site plan; sheets , • ' Provide two site plans showing the location of alt existing fire hydrants within 200 feet of the project. Provide specifications for the following: -. - : Permits are required for the Installation of all fire protection systems COi, alarms, hydrants). Plan must be approved by the fire departmenr tand pipes, dry chemical, halon, >rior to installation. The business owner shall complete a building information letter and return It to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: •il Automatic fire sprinklers (Design Criteria: *? I/ T3 Dry-Chemical, Hakon, COa (Location: —; ^ D Stand Pipes (Type: D Fire Alarm (Type/Location: • Ffre Extinguisher Requirements: 'Qjpne 2A rated ABC extinguisher for each (pQ&f-l sct-ft- 'exfmguraher not to exceed 75 feej of travel. D An extinguisher with a minimum rating of to be located: D Other: 8. Additional fire hydrant(s) shall be provided V l'" AUD * *j £* EXITS I. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. i. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exlt-*od- doors .11. EXIT signs (6" x Y«" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL !. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. L Bullding(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet In height, 12 feet on pallets or In racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. 14. Additional Requirements. . -—'. . : .15. Comply with regulations on attached sheet(s). Plan Exwnlntr. ^ Report mailed to architect . Met with . Attach to Plans Stephen R. Lash, Architect 2146 Wandering Road Entinrtas, Caifomia 9SOS4 D Telephone: [619] 942-8104 ?/-&Z3 Architecture Planning 24 . -z- 4-11-WAH, WAUL - p&. 2-4 - A PP IT i£>WA-i- TIUT-UP AMP IUT-UPX To i- 24 **4 - ^"fifc 60 opn TCpTI l\ljt/ i \~r I SUBJECT DATE PAGE' BY RETAINING WALL US I SIM DESCRIPTION :3' RETAINING WALL. @ LEVEL BACKFILL DESIGN DATA Soil Bearing Press ~ 1,500 ps-f FOOTING ; 10 pcf !r Act i ve Fl ui d Press ~ 30 pc-f Pasci ve Pressure ~ 150 pc-f Soil Density WALL LOADING CONDITIONS Slope o-f Back-f i 11 (nor i. ;•:: vert., 0™Level ) 8ur c h a r q 6? over "i"o e = O c s-f Fhq/Soil F r- i c: t i o n ~.an crete Re? in-far cement 0, 25 2 , 000 40,000 Design Fluid p r s s B u r e (Corrected -far Si ope/ 8 u r c h a r a & o v s? r1 H e '31 Shal 1 Surcharge be used i n RF?SI s t i nq Moment? Y= 1 , N=0 -•- > 0 i n Ax i al Los.d on Stsjm ~ 0,5 ft Lo3i(J © Wall Above Soil- Soil Hi, aver Toe Wai 1 Ht above Soi 1 DJACRMT FOOTING LOAD Footing Loact =- S r" e a c! F o c t i n ? LINI-O^M LDAD (Added? - vJALL « FOOTING GEQMETRV > RETAINED HEIGHT (above T-O.F. ) > To® Width Stem Width > Heel Width FOOTING WIDTH !- STABILITY SUMMARY ------ O pl-f D.I. 3 -ft 0. 33 -f t 0.67 ft 1.5 -ft 2.50 -ft Width c-f Footi ng :rtg,, Dist. from W-al 1 Dtpth o-f Boar i no Sti?l Soil @ Rear F-O.'W. Bottom Above T.O.F. Top Above T . 0 >. F . Footing T h i c.. k n & s s Kt:>y Depth Key Width Tos / Key Di st . 30-O pc-f O pH O psf ...:: J. n O 1 n 0 i n SOIL PRESSURE SOIL PRESSURE TOE HEE FACTOR OF SAFETY : Ovarturning = FACTOR OF SAFETY : Sliding = ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM 759 ps-f 189 ps-f 4.69 1.54 i,500 = Allow OK OK OK FABE: _/_ PROJECT: SUBJECT: -STABILITY CHECK; ;- MOTE: Should 1/3 of Active Pressure be used as Vertical Pressure at rear -face o-f stem? Y=l , N --- 0 » OVERTURNING MOMENT = 320 -ft-tt RESISTING MOMENT = 1.500 ft-# MAX. LATERAL FORCE = FACTOR OF SAFETY s Overturning —> 4.69 SLIIHNC3 CHECK Max,, Lateral Fares? - 240 # > Ht. of Soil to Neglect ~ Max. R K a i <3» F a r c e :::: 371 ft P a y s i v e P res a u r e »• F. 3. : El i ding - 1.. 54 Fr icti on P?"eE*S:.re — SOIL PRESSURE :~c.r.e?ntrit:ity -from CL -- 0,23 ft Kern Dist&nc:e - > SCIL PRESSURE <!> TOE -» 759 ps-f 1,1 > BOIL. PRESSURE © H^EL - J.S9 psf 172 psf TOE DESIGN M'.i'':;•:: Upward =•- 6O.5320 ft-# Mu : DESIGN MOMENT - 49., 47f; ~t-' Mu' - Downward ~ 11.0533 *t-# Rebar Cover = 3.5 i n > /' Steel Minimum - 0.0012 d = Thk-Cover - 0,50 i r As s Required - 0.002 in"'"2/f t. 'm' = 23.5:3 As -: Provided ~ 0, 122 in^2/-ft R-u = 0,8 psi One Way Shear: Try: #4 @ 19.5 |; £7 @ f:8.5 " !'-v = 2*<-f -C---.5) = 39.44 psi #5 <^ 30,5 " #8 © 77.3 " Actual Shear / Phi- 0,. 00 psi #6 @ 43.5 " #9 .© 98.5 " HEEL DESIGN > Neglect Upward Soi1 Pressure? Y=l,N=0 —> 0 Mu''= Downward = 717,5,-ft-# Mu s DESIGN MOMENT = 302.9/> -ft~- Mu' = Upward = 414.536 ft-# R e bar Cover ~ 2 > X Steel Minimum •" 0.0012 d = Thk-Cover -- 10.00 in As : Required = O.O1O in"'-2/ft. ' m' = = 23.53 A s : Provided = - 0. i 4 4 i n •"" 2 / -f t P. - u -•" 3.4 psi One W3.v Shears Try: #^1 S 16.50 M #7 @ SO,50 !i Fv = '2*(f'c---.S> = 89.44 psi #5 @ 25.50 " #8 d! 65.50 " Actual Shear / Phi* O.09 psi #6 © 36.50 " #9 © S3.50 " PAGE, PROJECTS SUBJECT 3 DATEr BY" TOP STEM SECTION DESIGN > WALL MATERIAL : CONCRETE = 1, MASONRY ~ 2 : —» 1 « — > f'm Masonry = 1,500 psi > Bottom Ht. above TOP - 0 ft. > Fs : For Masonry ~ 20,OOO psi Loaded Section Height - 3.50 -ft > -f'c Concrete ' ;~ 2.. 000 psi > Fy : For Concrete = 60,OOO psi Total Lateral Press. - 135 # > Load Fac tor - 1.00 Max i mum Ms:Serv ice ~ 135 11-# > Grouting? Y*l N=0 > 0 > Inspected ? Y=l N=-O> 0 > WALL. THICKNESS == ^ in > Cantor-:!. , Edaa-2 ™> 2 > REBAR SIZE tt 4 Masonry : Actual Allow. REG'D SPACING - 208,00 in £'m = NA NA psi Rebar Area Supplied = 0.0:1 ,i. ;r"-2 •f s = MA MA prsi ' d ' -^ar desi gn -: 6.00 i n Bund Length Req' d = MA in Allowable Ur.it 5h^-.r = ^39.4 p^i Actual Unit Shear ~ 3.2 osi PAGE: J? PROJECT: __"!__"_ SUBJECT: DATE: IIIIII™ BY~7IimiI~ RETAINING WALL DESIGN > DESCRIPTION :4' RETAINING WALL 3 LEVEL BACKFILL > DESIGN DATA Soil Bearing Press = 1,5OO psf FOOTING : Active Fluid Press - 30 pc-f Ftg/Soil Friction = 0.25 Passive Pressure = 150 pc-f f'c - Concrete = 2,OOO psi Sail Density = 110 pc-f Fy - Reinforcement = 40,OOO psi > WALL LOADING CONDITIONS Slope of Backfill - 0:1 Design Fluid Pressure = 30.0 pcf (horiz:vert,O=Level) (Corrected for Slope) Surcharge over Toe =0 psf Surcharge over Heel Shall Surcharge be used in Resisting Moment? Y~l, N-0 —> Soil Ht over Toe - 0 in Wall Ht above Soil = 0.5 ft ADJACENT FOOTING LOAD : Footing Load = 0 plf Spread Footing ? Y=l , N=0 s —> 0 UNIFORM LOAD (Added>= 0 plf WALL & FOOTING GEOMETRY •- RETAINED HEIGHT = 4 ft (above T.O.F.) Axial Load on Stem •• Load @ Wall Above Soil' Width of Footing ! Ftg. Dist. from Wall Depth of Bearing Below Soil @ Rear F.Q.W. Bottom Above T.O.F. ! Top Above T.O.F. Footing Thickness • > Toe Width Stem Width > Heel Width > Key Depth 0.5 ft > Key Width 0.67 ft > Toe / Key Dist. 1.5 ft 0 psf O < — O plf 0 psf 0 ft 0 ft 0 ft 0.00 ft 0.00 ft 12 in 6 in 12 in O.5 ft FOOTING WIDTH = 2.67 ft STABILITY SUMMARY SOIL PRESSURE € TOE = 1,QO8 psf SOIL PRESSURE @ HEEL = 181 psf FACTOR OF SAFETY : Overturning = 3.60 > FACTOR OF SAFETY : Sliding = 1.51 > ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM 1.5, 1,5 1 > 1 > 1,500 = Allow OK OK OK OK PAGE: __ T_ PROJECT :_ _________ ___ ~~~ SUBJECT: ~ DATE: STABILITY CHECK > NOTE: Should 1/3 of Active Pressure be used as Vertical --- Pressure at rear -face of stem? Y=t , N - 0 --- » 0 OVERTURNING MOMENT = 625 ft-# RESISTINS MOMENT = 2,248 ft-# MAX. LATERAL FORCE = 373 4* FACTOR OF SAFETY : Overturning — > 3.60 SLIDING CHECK Max. Lateral Force = 375 tt > Ht. o-f Soil to Neglect = 0.00 in Max. Resis. Force = 565 ft Passive Pressure = 169 # F.S. : Sliding = i.51 Friction Pressure = 396 # SOIL PRESSURE Eccentricity from CL = 0.31 ft Kern Distance = 0.44 ft UN-FACTORED FACTORED > SOIL PRESSURE <§ TOE « 1,008 psf 1,569 psf > SOIL PRESSURE @ HEEL = 181 psf 95 psf TOE DESIGN Mu"« Upward = 184.626 ft-fc Mu : DESIGN MOMENT « 159.25 ft-* Mu' = Downward = 25.375 ft-tt Rebar Cover = 3.5 in > 7. Steel Minimum = O.0012 d - Thk-Cover = B.50 in As : Required = O.006 in^2/ft 'm' = = 23.53 As : Provided - 0.122 in""-2/ft R-u = 2.4 psi One Way Shear: Try: #4 @ 19.5 " #7 @ 58.5 " Fv = 2*<f'c^.5> ~ 89.44 psi #5 @ 30.5 " #8 @ 77.5 " Actual Shear / Phi= 0.00 psi tt6 @ 43.5 " #9 3 98.5 " HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=O —> 0 Mu"= Downward = 929.25 ft-tt Mu : DESIGN MOMENT = 511.32 ft-tt Mu' « Upward - 417.926 ft-* Rebar Cover = 2 > 7. Steel Minimum = O.OO12 d = Thk-Cover = 1O.OO in As : Required = O.O17 in'x2/ft 'm' = 23.53 As : Provided = 0.144 in'x2/ft R-u = 5.7 psi One Way Shear: Try: #4 @ 16.50 " #7 d! SO.50 " Fv = 2*(f 'crt.5> » 89.44 psi #5 @ 25.50 " #8 @ 65.50 " Actual Shear / Phi= 0.52 psi #6 @ 36.50 " #9 © 83.50 " PAGE:±. TOP STEM SECTION DESIGN > WALL MATERIAL : CONCRETE = 1, > f 'm Masonry = 1,5OO psi > Fs : For Masonry - 20,000 psi - -f'c Concrete = 2,OOO psi > Fy : For Concrete = 60,000 psi > Load Factor = 1,00 "- Grouting? Y=l N=O > 0 • Inspected 7 Y=l N=0> 0 > Center=t , Edge=2 -> 2 Masonry : Actual Allow, •f 'm = NA NA psi fs = NA NA psi Bond Length Req'd ~ NA in PROJECT: SUBJECT: DATE: BY MASONRY = 2 : — » 1 > Bottom Ht. above TOF = Loaded Section Height ~ Total Lateral Press. = Maximum MssService - > WALL THICKNESS > REBAR SIZE # REQ'D SPACING Rebar Area Supplied = *d ' -for design = Allowable Unit Shear - Actual Unit Shear = •V « — 0 -ft 4.50 -ft 240 # 320 -ft-tt 8 in 4 87.50 in 0.03 in-'-2 6.00 in 89.4 psi 5.7 psi PAGE: PROJECT: SUBJECT t DATE! IllllinBY™"!™!" RETAINING WALL DESIGN > DESCRIPTION :5' RETAINING WALL 8 LEVEL BACKFILL > DESIGN DATA Soil Bearing Press - 1,500 psf FOOTING ; Active Fluid Press = 3O pc-f Ftg/Sail Friction - 0.25 Passive Pressure = 150 pcf f'c - Concrete - 2,000 psi Soil Density = 11O pcf Fy - Reinforcement = 40,000 psi > WALL LOADING CONDITIONS Slope of Backfill = 0:1 Design Fluid Pressure = 30.O pcf (horiz:vert,0«Level) (Corrected for Slope) Surcharge over Toe 0 psf Surcharge over Heel Shall Surcharge be used in Resisting Moment? Y=l, N=0 —> Soil Ht over Toe - 0 in Wall Ht above Soil - 0.5 ft ADJACENT FOOTING LOAD : Footing Load - O plf Spread Footing ? Y=l , N=0 : —> 0 UNIFORM LOAD (Added>= 0 plf WALL & FOOTINO GEOMETRY '• RETAINED HEIGHT = 5 ft (above T.O.F.) Axial Load on Stem = Load @ Wall Above Soil* Width of Footing = Ftg. Dist. from Wall Depth of Bearing Below Soil @ Rear F.O.W. - Bottom Above T.O.F. ~ Top Above T.Q.F. - Footing Thickness - 0 psf O < — 0 plf 0 psf 0 ft 0 ft 0 ft 0.00 f t O.OO -ft 1 in > Toe Width Stem Width > Heel Width > Key Depth O.5 ft > Key Width 0.67 ft > Toe / Key Dist. 1.75 ft 12 in 12 in 0.5 ft FOOTING WIDTH « 2.92 ft STABILITY SUMMARY @SOIL PRESSURE SOIL PRESSURE TOE HEEL FACTOR OF SAFETY : Overturning « FACTOR OF SAFETY : Sliding ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM 1,374 psf 91 psf 3.04 > 1.54 > 1,500 - Allow 1.5, —> OK i.5, —> OK 1 > OK 1 > OK PAGE PROJECTS __ SUBJECT; ™ DATE: STABILITY CHECK > NOTE: Should 1/3 o-f Active Pressure be used as Vertical --- Pressure at rear -face of stem? Y=l , N ~ 0 --- » 0 OVERTURNING MOMENT « 1,O80 ft-tt RESISTING MOMENT = 3,286 ft-# MAX. LATERAL FORCE = 540 # FACTOR OF SAFETY : Overturning — > 3.04 SLIDING CHECK Max. Lateral Force = 540 tt > Ht. of 3ail to Neglect = O.QO in Max. Resis. Force - 834 ft Passive Pressure = 300 ft F.S. : Sliding - 1.54 Friction Pressure = 534 # SOIL PRESSURE Eccentricity from CL = 0.43 ft Kern Distance = O.49 ft UN-FACTORED FACTORED > SOIL PRESSURE @ TOE = 1,374 psf 2,158 psf > SOIL PRESSURE 3 HEEL = 91 psf O psf TOE DESIGN Mu"= Upward = 253.487 ft-# Mu : DESIGN MOMENT = 228.11 ft-# Mu' = Downward * 25.375 -ft-# Rebar Cover = 3.5 in > 7. Steel Minimum " 0.0012 d = Thk-Cover = 8.50 in As : Required = 0.009 inA2/ft 'm' = = 23.53 As : Provided - 0.122 in"'"2/ft R-u = 3.5 psi One Way Shear: Try: #4 3 19.5 " #7 3 58.5 " Fv = 2*<f c-'-.S) - 89.44 psi #5 3 30.5 " #8 3 77.5 " Actual Shear / Phi- O.OO psi #6 3 43.5 " #9 3 98.5 " HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=O —> 0 Mu''= Downward = 1545.54 ft-# Mu : DESIGN MOMENT = 1008.1 ft-tt Mu' = Upward = 537.373 ft-# Rebar Cover = 2 > 7. Steel Minimum - 0.0012 d = Thk-Cover = 10.00 in As : Required » O.O34 in-^2/ft 'm' = = 23.53 As : Provided * 0.144 in's2/ft R-u = 11.2 psi One Way Shear: Try: #4 3 16.50 " #7 © 50.50 " Fv = 2*<-f c''-.5> " 89.44 psi #5 @ 25.50 " #Q Q 65.SO " Actual Shear / Phi= 1O.70 psi #6 @ 36.50 " #9 @ 83.50 " PROJECT: SUBJECT: DATE: PAGE; BY TOP STEM SECTION DESIGN WALL MATERIAL CONCRETE = 1, MASONRY = 2 •f'm Fs •f 'c Fy Masonry For Masonry Concrete For Concrete - 1,500 psi = 20,000 psi = 2,000 psi ~ 60,OOO psi > Load Factor = i.00 > Grouting? Y=l N=0 > 0 > Inspected 7 Y=i N=0> 0 > Center-1 , Edge=2 -> 2 Masonry ! Actual Allow. •f 'm ~ NA NA psi •fs - NA NA psi Bond Length Req'd = NA in > Bottom Ht. above TOF Loaded Section Height Total Lateral Press, Maximum Ms:Service > WALL THICKNESS > REBAR SIZE REGS'D SPACING Rebar Area Supplied 'd' -for design Allowable Unit Shear Actual Unit Shear 0 ft 5.50 ft 37S * 625 -ft-tt 8 in 44.75 in O.OS in''%2 6.00 in 89.4 psi 8.9 psi PROJECT: SUBJECT: DATE: PAGE BY : RETAINING WALL DESIGN > DESCRIPTION :6' RETAINING WALL > DESIGN DATA LEVEL BACKFILL Soil Bearing Press = 1,500 psf FOOTING : Active Fluid Press - 30 pc-f Ftg/Soil Friction ISO pc-fPassive Pressure = Soil Density = > WALL LOADING CONDITIONS Slope of Back-fill = (horiz:vert,O=Level) f 'c - Concrete 110 pc-f Fy - Reinforcement 0 :l Design Fluid Pressure (Corrected -for Slope) Surcharge over Toe = 0 psf Surcharge over Heel = Shall Surcharge be used in Resisting Moment? Y=l, N=0 —> Soil Ht over Toe - Wall Ht above Soil - ADJACENT FOOTING LOAD : Footing Load = Spread Footing ? Y=l N=0 UNIFORM LOAD (Added)= WALL & FOOTINS GEOMETRY > RETAINED HEIGHT = (above T.O.F.) > Toe Width Stem Width = > Heel Width => FOOTING WIDTH - STABILITY SUMMARY 0 i n Ax i al Load on Stem — 0.5 ft Load @ Wall Above Soil- Width of Footing = 0 plf Ftg. Dist. from Wall = Depth of Bearing Below 0 Soil @ Rear F.O.W. = 0 plf Bottom Above T.O.F. = Top Above T.O.F. ~ 6 ft > Footing Thickness = > Key Depth = O.5 ft > Key Width « 0.67 ft > Toe / Key Dist. 2.75 ft 3.92 ft O.25 2,000 psi 40,000 psi 30.0 pcf 0 psf 0 < — 0 plf 0 psf 0 ft 0 ft 0 ft 0.00 ft 0.00 ft 12 in 12 in 12 in 0.5 ft SOIL PRESSURE @ TOE « SOIL PRESSURE G HEEL FACTOR OF SAFETY : Overturning - FACTOR OF SAFETY : Sliding ONE-WAY SHEAR AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM 1,419 psf 254 psf 1,50O - Allow 3.87 1 "JT*1 . wJji. > 1.5, —> OK > 1.5, —> OK 1 > OK 1- > OK PAGE: PROJECT:_ SUBJECT: " DATE: IIIIIIII BY""IIIIZ STABILITY CHECK > NOTE: Should 1/3 of Active Pressure be used as Vertical Pressure at rear face of stem? Y=l , N == O » 0 OVERTURNING MOMENT = 1,715 ft-tt RESISTING MOMENT = 6,642 ft-tt MAX. LATERAL FORCE = 735 tt FACTOR OF SAFETY : Overturning —> 3.87 SLIDING CHECK Max. Lateral Force = 735 tt > Ht. of Soil to Neglect = 0.00 in Max. Resis. Force - 1,119 tt Passive Pressure = 300 tt F.S. : Sliding = 1.52 Friction Pressure = 819 tt SOIL PRESSURE Eccentricity from CL = 0.45 ft Kern Distance = 0.65 ft UN-FACTORED FACTORED > SOIL PRESSURE O TOE = 1,419 psf 2,187 psf > SOIL PRESSURE @ HEEL = 254 psf 155 psf TOE DESIGN Mu''= Upward Mu' = Downward "/. Steel Minimum As : Required As : Provided One Way Shear: Fv = 2*<f 'cA,5> = Actual Shear / Phi= = 262.591 ft-4* = 25.3 Mu : DESIGN MOMENT = 237.21 ft-tt O.O012 0.009 in"'%2/ft 0. 122 in'"2/ft Rebar Cover d - Thk-Cover 'm' = R-u Try: #4 <§ 89.44 psi #5 @ 0.00 psi #6 @ HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=0 —> 30.5 43.5 0 = 8.50 — r'T sxi.-_ • . hj-_> ~ 3.6 #7 @ 58.5 #8 Q 77.5 #9 @ 98.5 n in psi Mu''= Downward Mu' as Upward "/, Steel Minimum As : Required As : Provided = 4429.10 ft-tt ~ 2383.53 ft-tt - 0.0012 O.069 in^2/ft 0. 144 in-"-2/ft Mu DESIGN MOMENT = 204 Rebar Cover d ~ Thk-Cover ' rn' — R-u One Way Shear: Fv = 2*(f 'c'"--5> = Actual Shear / Phi= Try: tt4 3 16.50 " 89.44 psi tt5 @ 25.50 il 1.09 psi #6 @ 36.50 " •— ""iW * <_J „„ f\ = 10.00 -- '7'^ ~j ft7 @ 50.50 tt8 © 65.50 tt9 @ 83.50 ft-tt in psi PAGE; PROJECT: SUBJECT: DATE: BY • TOP STEM SECTION DESIGN > WALL MATERIAL : CONCRETE = 1, > -f ' m Masonry = > Fs : For Masonry = > f 'c Concrete = > Fy : For Concrete = > Load Factor = > Grouting? Y=l N=O > > Inspected ? Y=l N=Q> > Center-1 , Edge-2 -> Masonry : Actual f ' m « NA fs » NA Bond Length Req'd « 1,500 psi 20,000 psi 2,000 psi 60,OOO psi 1.00 0 0 2 Allow. NA psi NA psi NA in MASONRY = 2 : — » 1 > Bottom Ht. above TOF = Loaded Section Height = Total Lateral Press. ~ Maximum Ms: Service = > WALL THICKNESS > REBAR SIZE ft REQ'D SPACING Rebar Area Supplied = 'd* for design = Allowable Unit Shear = Actual Unit Shear = < < — 0 -ft 6.50 -ft 540 # 1080 ft-# 8 in 4 25.75 in 0.09 in^-2 6.00 in 89.4 psi 12.8 psi PROJECT SUBJECT DATE PAGE BY RET AINI N(5 W ALL DEB IBN > DESCRIPTION :7' RETAINING WALL @ LEVEL BACKFILL > DESIGN DATA 1,50O psf FOOTING sSoi1 Beari ng Press = Active Fluid Press — Fassi ve Pressure -• Soil Density == WALL LOADING CONDITIONS S). ope of Backfall (hor i y.: vert, 0-Lesvol ) Surcharge over Too = 30 pc-f Ftg/Sail Friction ~ O..25 150 pc-f f ' c - Concrete =• 2, OOO nsl 110 pc-f Fy - Rei nforcament - 40, 0^0 p-si etii gn F3.ui d ^"r us sure (Corrected -for Slcspa) B u f- char u e o v e r He c? 1 Shall Surcharge be used in Resisting Moment? Y=*lv M=0 -—> Boil H t o v e r • Tn e ~ Wall Ht above Sui 1 -• DJACENT FOCTTNG LCAD F i:^ o i. i n c L o «;. d ~:: Spread Fc-oti -ig 7 UNIFORM LOAD '. KALL & FOOTING GEOMETRY > RETAINED HEIGHT (above T. 0. F, ) > Toe Width ~ Stem Width > Heel Width FOOTING WIDTH = !- STABILITY SUMMARY (.> Ol-f 7 -ft i ft 0.67 -ft 3 ft Axial Lead on Stcrr Load Q Wall Above Soil- Width of Footing - Fty. Dist- -from Wall *)«%pti i CJ1!' »c?(iir i no .'.ij'ts.u QW Soi 1 ''i Rear F, 0, W . ~ Bottom Above T.O.F, Top Abavc:> T. 0. F. " F o o t i n g T h i c k n e « s = Key Depth = Key Width TOG / Kay Di 151. = 4.67 ft. SOIL PRESSURE @ TOE SOIL PRESSURE @ HEEL FACTOR OF SAFETY - Overturning = FACTOR OF SAFETY : Sliding " « ONE-WAY SHEAF: AT TOE SIDE OF STEM ONE-WAY SHEAR AT HEEL SIDE OF STEM 1,235 psf 470 os-f O 0 osf 0 •£ t: 0, OO *••:. 0,00 ft 12 in i S ?. ri 13 in 1 ft Al • ow 4. 15 1 <=;cr.1 « *-l-*J \ ~ 'i OK ;-. )..-• OK OK PABE,n PROJECT; SUBJECT? DATE! STABILITY CHECK •• NOTE: Should 1/3 o-f Active Pressure be used as Vertical Pressure at rear -face o-f stern? Y=i N OVERTURNING MOMENT = 2,56O ft-tt RESISTING MOMENT = 10,634 -Ft-tt FACTOR OF SAFETY B Overturning - SLIDING CHECK MAX. LATERAL FORCE 4. 15 960 tt Max. Lateral Force = 96O tt Max. Resis, Force ~ 1,493 ft F.S. : Sliding - 1.55 SOIL PRESSURE Eccentricity -from CL ~ Ht. of Soi1 tc Neglect ~ 0.OO Passive Pressure = 469 Fr i cti on Pressure -- i . 024 in ft > SOIL PRESSURE @ TOE > SOIL PRESSURE @ HEEL TOE DESISM 0-36 -ft Kern Distance --- O.7B UN-FACTORED FACTORED 1,235 ps-f 2,011 ps-f - 470 psf 446 ps-f -ft Mu' '~- Upward M;J ' -= Downward ~ :' "X. Steel Mi n i mum = As : Rt?qui red ~ As : Provided = On© Way Shear: Fv ~ 2*(-f 'c""-.5> Actual Shear / Phi= - 949.723 -ft-ft 101.5 -f1:-1t - 0.0012 0.033 in-'-2/ft 0. 122 irr 89.44 psi 6,2O psi Mu : DESIBN MOMENT Rebar Cover d - Thk—Cover R-u 848.22 in in 13.0 psi Try: tt4 @ #6 @ HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=O —> 30.5 " 4T rr, n•-> • -~J ft7 f- EJS.5 ft8 @ 77.5 ft9 @ 98.5 Mu''- Downward Mu ' - Upward > X Steel Minimum As : Required As s Provided One Way Shear: Fv = ' 2*<f 'c'-.S) Actual Shear / Phi 6027 ft-ft - 3515.41 ft-tt 0.0012 O.OS4 in''"2/-Ft O, 144 in-'-2/-ft Mu s DESIGN MOMENT Rebar Cover d ~ Thk-Covsr ' m ' — R-u 2511.5 ft-tt i0.Oo i n Try: ft4 © 16.50 " #7 @ 50-50 S9.44 psi #5 GD 25.5O " ft8 ® 65.50 0.61 psi ^6 @ 36.5O " ft9 8 33.50 PROJECT: SUBJECT: DATE: PASE; BV TOP STEM SECTION DESIBN WALL MATERIAL CONCRETE I, MASONRY = 2 > -f 'm Masonry > Fs : For Masonry > i 'c Concrete = > Fy : For Concrete = > Load Factor ~ > Grouting? Y-l N=O > > Inspected 7 Y=l N=0> > Center-1 , = 1,500 psi - 20,OOO psi •- 2,OOO psi = 6O,ODD psi - i. oo > 0 o Masonry : Actual f m - NA •fs « NA Bond Length Req'd = Allow. MA psi NA psi NA in > Bottom Ht. above TOP Loaded Section Height Total Lateral Press. Max i mum Ms:Sarvi ce > WALL THICKNESS > REBAR SIZE REQ'D SPACING Rebar Area Suppl i. rjei 'd' -for design Allowable Unit Shear Actual Unit Shear 0 -ft 7.50 -ft 1 "7 1 "~; .c ^- ~I / I j T t. -~ 8 in 4 16.00 in 0. 15 irr"" 6.00 in 39.4 psi 17.4 psi <7 \\ *v I* DIMENSIONS H(FT) 3 4 5 6 7 t( IN ) 1? 12 12 12 12 KD( IN) 6 12 12 TW( IN) 4 6 6 6 HW( IN ) 18 18 21 33 UIN ) 30 32 35 47 18 REBAR SPACING #4 @ IS" GO tt4 8 IS" HO 18" OC I ft" nr 56 #4 @ .16" 00 #4 PROJECT: SUBJECT: DATE: PAGE: BY RETAINING WALL DESIGN > DESCRIPTION -7' RETAINING WALL @ 2:1 BACKFILL > DESIGN DATA Soil Bearing Press : Active Fluid Press = Passive Pressure = Soil Density = WALL LOADING CONDITIONS Slope of Backfill = (horiz:vert,0=Level) Surcharge over Toe = 1,500 psf FOOTING : 30 pcf Ftg/Soil Friction 150 pcf f'c - Concrete 1X0 pcf Fy - Reinforcement 2 :1 Design Fluid Pressure = (Corrected for Slope) 0 psf Surcharge over Heei = Shall Surcharge be used in Resisting Moment? Y=l, N = 0 --> Soil Ht over Toe = 0 in Wall Ht above Soil = 0.5 ft ADJACENT FOOTING LOAD : Footing Load = 0 plf Spread Footing ? Y=l , N=0 : --^ 0 UNIFORM LOAD ( Added )= 0 pU WALL & FOOTING GEOMETRY Axial Load on Stem - Load @ Wall Above .-oil- Width of Footing = Ftg. Dist. from Wail = Depth of Bearing Below Soil 0 Kear F.O.W. = Bottom Above T.O.F. - Top Above T.O.F. - > RETAINED HEIGHT (above T.O.F.) > Toe Width Stem Width > Heel Width 7 ft > Footing Thickness > Key Depth 2.25 ft > Key Width 0.67 ft > Toe / Key Dist. 0.5 ft 0.25 2,000 psi 40,000 psi 45.0 pcf O psf 0 <-- 0 plf 0 psf O ft 0 ft 0 ft 0.00 ft 0.00 ft 12 in 45 in 12 in 2.25 ft FOOTING WIDTH = 3.42 ft - SIHBILIIY SUnrittKY SOIL PRESSURE © SOIL PRESSURE @ FACTOR OF SAFETY FACTOR OF SAFETY ONE-WAY SHEAR AT ONE-WAY SHEAR AT TOE = 1,499 p HEEL = 84 p : Overturning = 1.81 : Sliding = 1 .54 TOE SIDE OF STEM = < HEEL SIDE OF STEM = < sf : sf > 1.5, > 1.5, 1 > 1 > 1 ,500 = Allow --? OK — > OK OK OK PAGE: 2 [ PROJECT: SUBJECT: _ DATE: _ BY STABILITY CHECK > NOTE: Should 1/3 of Active Pressure foe used as Vertical Pressure at rear face of stem? Y=l , N = 0 » 1 OVERTURNING MOMENT = 4,023 ft-tt RESISTING MOMENT = 7,268 ft-tt MAX. LATERAL FORCE =1463.0 tt FACTOR OF SAFETY : Overturning --> 1.81 SLIDING CHECK Max. Lateral Force = 1,463 tt > Ht. of Soil to Neglect - 0. OO in Max. Resis. Force = 2,246 tt Passive Pressure = 1,692 tt Fr.S. ; Sliding = I.. 54 Friction Pressure = 554 it SOIL PRESSURE Eccentricity from CL = 0.51. ft Kern Distance = o. 57 ft UN-FACTORFD FACTORED > SOIL PRESSURE @ TOF = 1,499 psf 2,548 psf > SOIL PRESSURE & HFFl = 34 p«sf 0 psf TOE DESIGN Mu"= Upward = 4815.76 ft-tt Mu : DESIGN MOMFNT -: 4301..9 ft-tt Mu' = Downward = 513,845 ft-tt Rebar Cover - r,, 5 ? n > % Steel Minimum = 0.00.12 d = Thk-Cover = 8 5O i n As : Required = 0,1.72 in'2/ft. *m' = = ?.".57 As : Provided = 0.172 5n"2/ft R-u = 66.2 psi One Way Shear: Try: tt4 @ 13.5 " tt7 £ 41.5 Fv = 2*(f'c"\5) = 89.44 psi tt5 @ 21.5 " tt8 @ 55.5 " Actual Shear / Phi= 22.65 psi tt6 @ 30.5 " i*9 d 69.5 " HEEL DESIGN > Neglect Upward Soil Pressure? Y=J,N=0 --> 0 Mu"= Downward = 163.406 ft-tt Mu : DESIGN MOMENT r 163.4O ft-tt Mu ' = Upward = 0 ft-tt Rebar Cover - 2 > % Steel Minimum = 0.0012 d = Thk-Cover = 10.00 in As : Requi red - 0.005 in"2/f t 'm' - =23.5.3 As : Provided - 0.144 in""2/ft R-u - 1.8 psi One Way Shear: Try: #4 @ 16.50 " tt7 0 50.50 " Fv r 2*(f'c".5) = 89.44 psi tt5 @ 25.5O " tt3 @ 65.50 " Actual Shear / Phi= 0.00 psi tt6 @ 36.50 " ^9 @ 83.5O PAGE: B PROJECT: SUBJECT: DATE:BY : TOP STEM SECTION DESIGN > WALL MATERIAL : CONCRETE =• 1, > f 'm Masonry = > Fs : For Masonry = > f ' c Concrete = > Fy : For Concrete = > Load Factor = > Grouting? Y=l N=0 > > Inspected ? Y=l N=0> > Center^l , Edge=2 -> Masonry : Actual f'm = NA f S - NA Bond Length Req'd = 1,500 psi 20,000 psi 2,000 psi 60,000 psi 1,00 0 0 2» Allow. NA psi NA psi NA in MASONRY = 2 : --» > Bottom Ht. above TOF Loaded Section Height Total Lateral Press. Maximum Ms : Service > WALL THICKNESS > REBAR SIZE REQ'D SPACING Rehar Area Supplied 'd' for design Allowable Unit Shs.-ar Actual Unit Shear 1 *** S **•1. V - = 0 = 7,50 = 1053,2 = 2457.5 - fi tt 4 = li.OO - 0.21 = 6.00 - fW . 4 = 24.9 ft ft ft f t-tt in i n 1 n'*'7 in psi psi H '.*. JjJ ' 12 WALL isni J £5*^18 § 3 r iT*» 1 ft 1 \A §• ?2 *•Ir u r ,