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Home My WebLink About1838 MARRON RD; ; CB910423; PermitPERMIT str- BUILDING 09/10/91 12:09 Page 1 of 1 Job Address: 1838 MARRON RD Permit Type: COMMERCIAL BUILDING Parcel No: Valuation: 679,124 Construction Type; VN Occupancy Group: B2 . Class Code: BLDG E 16610 SF RETAIL SHELL ''on<0'-iLEEWARDS'STORE, NO OCC UNTIL CTI.SP187 Permit No: Project No: Development No: Fl: ' ' Ste: CB910423 A9100504 Appl/Ownrr HUGHES NORTH COUNTY ASSOC TWO CORPORATE PLAZA 250 NEWPORT BEACH, CA 9_rfEJ *** Fees Required ** Status; , Applied: Apr/Issue: Validated By: 714 759-9531: 21,0Fees: Adjustments: Total Fees: Fee description Building Permit Plan Check 'Strong Motion Fee or manually enter F.M.F./G.M.F. and 1 Traffic Impact Fee Enter Number of EDU* MFF * BUILDING TOTAL cted & Credits ISSUED 03/08/91 09/10/91 CD 91 02 19522.00 *** . 00 1,570.00 19,522,00 ._ Ext fee Data 2580.00 1677,00 102,00 7069.00 01 280.0.00 6864.00 21092.00 QfTY OF CARLSBAD 2075 to Palmas Dr., Carisbad CA 92009 (619) 438-1161 BUILDING PERMIT 09/10/91 07:25 Page 1 of 1 Job Address: 1838 MARRON RD Str: COMMERCIAL BUILDING Permit No: Project No: Development No: Fl: Ste: Permit Type Parcel No: Valuation: 679,124 Construction Type: VN Occupancy Group: B2 Class Code: BLDG E Description: 16610 SF RETAIL SHELL : LEEWARDS STORE. NO OCC UNTIL CTI.SP187 Appl/Ownr: HUGHES NORTH COUNTY ASSOC TWO CORPORATE PLAZA 250 NEWPORT BEACH, CA 92660 714 *** Fees Required ******Fees Collected & Credits CB910423 A9100504 Status: Applied: Apr/Issue: Validated By: 759-9531 APPROVED 03/08/91 09/09/91 CD *** Fees: Adjustments: Total Fees: Fee description 21,092.00 .00 21,092.00 Total Credits: Total Payments: Balance Due: Units Fee/unit .00 1,570.00 19,522.00 Ext fee Data Building Permit Plan Check Strong Motion Fee or manually enter P.F.F. > 7069.00 F.M.F./G.M.F. and Zone(99) > Traffic Impact Fee > 2800.00 Enter Number of EDU's (info only) > 3.12 MFF > 6864.00 * BUILDING TOTAL 2580.00 1677.00 102.00 7069.00 2800.00 6864.00 21092.00 01 PERMIT APPLICATION, City of CarlsbadJfomding Department Z075 Las Palmas'Dr., Carlsbad, CA 92009 (eis) «B-IIBI 1. PERMIT TYPE A - 2JCOMMEBCML £}TEWWT IMPROVEMENT B - O INDUSTRIAL QNEW QTENANT IMPROVEMENT c - QRESIDENTIAL QAPARTMENT QCOHDO QSINGLE FAMILY DWELLING DADDITION/ALTERATION ODUPLEX DDEMOLITIOW DRELOCATION HHOBIU HONE QELECTRIML DMECHAHICAL QPOOL C]SPA QRETAINING HALL QSOLAR QOTHER. , -ooo EST. VAL PLMt SX flETOSrT VAL 10. BY DATE . /as/7*.A. J / — -~f 2.PROJECT INFORMATION PLAN CHECK No. ^il^ Address 1838 MarrOIl Road Building or Suife No. Nearest cross streets Marroti Road and Jefferson Street Bu]-FLTding ^EPR OFFICE iJSE_QNLY LEGAL oesCRIPJIOB LoTSo^Subdivision NameParcel 1 of Parcel Map No. 15975 EOLBE H2 Energy Calcs J2 Structural Calcs ASSESSORS PARCEL l5o-30l-16 1 2 Soits Report Addressed Envelope EXISTING USE Commercial DESCIUM-WU W* UC*K___ ClHHlllLiuU Uf PROPOSED USE A ?.g'; new single story b 3.CONTACT PERSON »WE Donna Burns \ CITY Irvine \SIGNATURE SGPA^Xrchitecture & Planning ADDRESS 2603 Main Street, Suite 810 STATE CA ZIP CODE 92714 DAY TELEPHONE 714-251-0131 4. APPLICANTNAMEN QCONTRACTDR O AGENT FODonna Burns/SGPA Architecture & Planning FOR CONTRACTOR QOUNER |AGENT FOR OWNERADDRESS 2603 Main Street, Suite 810 cm Xi.VJ.UC - o STATEWV ziPCOOE *4/l^ DAY TELEPHONE / 11-/3i-Ul Jl 5. PROPERTY OWNER,. „NAME Hugnes North County cm Newport Beach o*10 m ^ DLE^5Ef UTE^ANT „,_„Assoc. ADDRESS Two Corporate Plaea, ^uite 250 STATE CA Z[PCODE 92<T60 DAYTELEPHOHE 714-759-9531 6. CONTRACTOR NAME To Be SelectedCITY STATE ADDRESS ZIP CODE DAY TELEPHONE SIGNATURE STATE L1C. #LICENSE CLASS CITY BUSINESS LIC. tt DATE cm ™* SGPA/ Architecture & Planning W1DRESS Irving . _ STATE CA__ ZIP cooe 2603 Main Street, Suite 810 92714 OAT TELEPHONE 714-251-QI31 STATE LIC. # 7. WORKERS' COMPENSATION . , _^ WorkBTSJ. Corpensat i on Declaration: I hereby affYrm tfiat I have al:ertificate of consent to self-insure issued by the Director^* Industrial Relations, "of a certificate of Workers' Compensation insurance by an actnttted insurer, or an exact cop/ or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Buitder Declaration: I hereby affirm that ] am exempt from the Contractor's License Law for the following reason: I ss owner of the property or my employees with wages as rheir sol* compertsation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-bui Idcr will have the burden of proving that he did not build or improve for the purpose of sale,). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 70W, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or inproves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Q I am exempt under Section Business and Professions Code for this reason: more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required 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? D YES D NOIs the applicant or future building occupant required to obtain a permit fron^the air pollution control district or air quality management district? QYES Quo Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? If Am Of THE ANSUER5 ABE TCS, A FIWU. CERTIFICATE Of OCCUPABCY fWT HOT BE ISSUED AFTER JULT 1, 1989 UHLESS THE WPLICAKT HAS MET OR IS MEETIBG THE REOUIRBWITS OF THE OFFICE Of EMERGENCY SERVICES UP THE AIR POUUTIOB COHTROL DISTRICT. , ___ 9. CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S WANE LENDER'S ADDRESS 10. APPLICANT'S SIGNATURETcertify thatH have read the application and state that the above"!nformatTon fs correct^ I agree to comply with all CiTy ordinafices 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 IWQWlFf AND KEEP HARMLESS T«E CITT OF CARLSBAD AMJKST ALL LIABILITIES, JLBGHEKTS, COSTS AND EXPENSES WHICH MAY IN ANY MAY 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 buildingi or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 305(d) uniform Building Code). SIGMFUfiE CONTRACTOR Agent for Owner APPROVES': BY; BATE.:' '" -;' WHITE: File YELLOW: Applicant PINK; Finance DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB910423 PERMIT#: CB910423 PROJECT NAME: 16610 SF RETAIL SHELL LEEWARDS STORE. NO OCC UNTIL CTI.SP187 ADDRESS: 1838 MARRON RD CONTACT PERSON/PHONE#: MH/BOB/434-5693/OPEN 2/26 SEWER DIST: WATER DIST: DATE: 02/13/92 PERMIT TYPE: COM INSPECTED, BY: DATE i INSPECTED: Sill INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK*: CB910423 PERMIT*: CB910423 PROJECT NAME: 16610 SF RETAIL SHELL LEEWARDS STORE. NO OCC UNTIL CTI.SP187 ADDRESS: 1838 MARRON RD CONTACT PERSON/PHONE#: MH/BOB/434-5693/OPEN 2/26 SEWER DIST: WATER DIST: DATE: 02/13/92 PERMIT TYPE: COM INSPECTE 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 MCAMtltl&U / U/M PLAN CHECK!: CB910423 PERMIT#: CB910423 PROJECT NAME: 16610 SF RETAIL SHELL ^ ____________ /NO OCC UNTIL CTI.SP187 ADDRESS : CONTACT PERSON/PHONE#: MH/BOB/434-5693/OPEN 2/26 SEWER DIST: WATER DIST: WATER , DATE: 02/13/92 ' PERMIT TYPE: COM INSPECTED, BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: '^-APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK!: CB910423 PERMIT*: CB910423 PROJECT NAME: 16610 SF RETAIL SHELL LEEWARDS STORE. NO OCC UNTIL CTI.SP187 ADDRESS: 1838 MARRON RD CONTACT PERSON/PHONE#: MH/BOB/434-5693/OPEN 2/26 SEWER DIST; WATER DIST: DATE: 02/13/92 PERMIT TYPE: COM INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION J tA DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK*: CB910423 DATE: 02/13/92 PERMIT*: CB910423 PERMIT TYPE: COM PROJECT NAME: 16610 SF RETAIL SHELL LEEWARDS STORE. NO OCC UNTIL CTI.SP187 ADDRESS: 1838 MARRON RD CONTACT PERSON/PHONE*: MH/BOB/434-5693/OPEN 2/26 SEWER DIST: WATER DIST: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENT DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB910423 PERMIT*: CB910423 PROJECT NAME: 16610 SF RETAIL SHELL LEEWARDS STORE. NO OCC UNTIL CTI.SP187 ADDRESS: 1838 MARRON RD CONTACT PERSON/PHONE#: MH/BOB/434-5693/OPEN 2/26 SEWER DIST: WATER DIST: WATER DATE: 02/13/92 PERMIT TYPE: COM INSPECTED BY: DATE INSPECTED: 2.~2I~ INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS : CITY OF CARLSBAD INSPECTION REQUEST PERMIT! CB910423 FOR 02/26/92 INSPECTOR AREA MP DESCRIPTION: 16610 SF RETAIL SHELL PLANCK* CB910423 LEEWARDS STORE. NO OCC UNTIL CTI.SP187 OCC GRP TYPE: COM CONSTR. TYPE VN JOB ADDRESS: 1838 MARRON RD STR: FL: STE: HUGHES NORTH COUNTY ASSOC PHONE: 714 759-9531. PHONE: PHONE: APPLICANT: CONTRACTOR: OWNER: REMARKS: MH/BOB/434-5693 SPECIAL INSTRUCT: PM IF POSSIBLE INSPECTOR TOTAL TIME: —RELATED PERMITS— CD 19 29 39 49 PERMIT! TYPE SE910059 SWOW CB911228 CTI CO920025 COFO LVL DESCRIPTION STATUS ISSUED ISSUED ISSUED ACT COMMENTS ST Final PL Final EL Final ME Final Structural J^ Plumbing ™ Electrical Mechanical ; ***** INSPECTION HISTORY ***** DATE DESCRIPTION 021392 Final Combo 122091 Exterior Lath/Drywall 121991 Exterior Lath/Drywall 121891 Exterior Lath/Drywall 121291 Frame/Steel/Bolting/Welding 121091 Frame/Steel/Bolting/Welding 121091 Rough/Topout 121091 Rough Electric 121091 Interior Lath/Drywall 120991 Roof/Reroof 120691 Interior Lath/Drywall 120491 Shear Panels/HD's 120491 Roof/Reroof 120491 Shear Panels/HD's 120291 Roof/Reroof 112691 Frame/Steel/Bolting/Welding 111491 Exterior Lath/Drywall 110491 Ftg/Foundation/Piers 103091 Ftg/Foundation/Piers 102991 Underground/Under Floor 102891 Underground/Conduit-Wiring ACT NR AP CA PA AP AP AP AP AP AP NR PA PA AP NR PA PA AP PA NR AP INSP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP COMMENTS PER BOB SEE JOB CARD WALLS @G,@D INT WALL #6/LINE D 13 SEE INSP NOTES SEE INSPECTORS NOTES ROCK ON EXT WALLS PENDING ENG LETTER INT. FOOTINGS CITY OF CARLSBAD INSPECTION REQUEST PERMIT! CB910423 FOR 12/04/91 DESCRIPTION: 16610 SF RETAIL SHELL LEEWARDS STORE. NO OCC UNTIL CTI.SP187 TYPE: COM JOB ADDRESS: 1838 MARRON RD HUGHES NORTH COUNTY ASSOC STR; INSPECTOR AREA MP PLANCK# CB910423 OCC GRP CONSTR. TYPE VN FL: STE: APPLICANT: CONTRACTOR: OWNER: REMARKS: MH/BOB/434-5693 PHONE: PHONE: PHONE: 714 759-9531 INSPECTOR SPECIAL INSTRUCT: SHEAR PANELING AND ROOF DRAINS. PM IF PCS TOTAL TIME: —RELATED PERMITS— CD 13 15 PERMIT! TYPE SE910059 SWOW CB911228 CTI LVL DESCRIPTION ST Shear Panels/HD's ST Roof/Reroof STATUS ISSUED ISSUED ACT COMMENTS {*> - X uwU ***** INSPECTION HISTORY ***** DATE DESCRIPTION 120291 Roof/Reroof 112691 Frame/Steel/Bolting/Welding 111491 Exterior Lath/Drywall 110491 Ftg/Foundation/Piers 103091 Ftg/Foundation/Piers 102991 Underground/Under Floor 102891 Underground/Conduit-Wiring ACT INSP NR MP PA MP MP MP MP MP PA AP PA NR AP COMMENTS SEE INSPECTORS NOTES ROCK ON EXT WALLS PENDING ENG LETTER INT. FOOTINGS MP CITY OF CARLSBAD <_ INSPECTION REQUEST PERMIT* CB910423 FOR 11/26/91 INSPECTOR AREA MP DESCRIPTION: 16610 SF RETAIL SHELL PLANCKf CB910423 LEEWARDS STORE. NO OCC UNTIL CTI.SP187 OCC GRP TYPE: COM CONSTR. TYPE VN JOB ADDRESS: 1838 MARRON RD STR: FL: STE: HUGHES NORTH COUNTY ASSOC PHONE: 714 759-9531 PHONE: PHONE: APPLICANT: CONTRACTOR: OWNER: REMARKS: MH/BOB/434-5693 SPECIAL INSTRUCT: PARTIAL INSPECTOR TOTAL TIME: —RELATED PERMITS-PERMIT# TYPE SE910059 SWOW CB911228 CTI CD 14 LVL DESCRIPTION ST Frame/Steel/Bolting/Welding STATUS ISSUED ISSUED ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 111491 Exterior Lath/Drywall 110491 Ftg/Foundation/Piers 103091 Ftg/Foundation/Piers 102991 Underground/Under Floor 102891 Underground/Conduit-Wiring ACT INSP PA MP AP MP MP MP MP PA NR AP COMMENTS ROCK ON EXT WALLS PENDING ENG LETTER INT. FOOTINGS Professional Service Industries, Inc. American Engineering Division CLIENT: COLLINS GENERAL CONTRACTORS 11750 Sorrento Valley Rd San Diego, CA 92121-1085 DATE: DEC 23, 1991 PROJECT: NORTH COUNTY PLAZA LEE WARDS AND CLOTHESTIHE 1830 Marron Road Carlsbad; CA 92008 PROJECT #: 059-10144 Gentlemen: Enclosed are the inspection reports for the week(s) ending: 12-14-91 Should you have any further questions, please do not hesitate to contact our office. PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division Rick G. Kushner Senior Division Manager 1-COLLINS GENERAL CONTRACTORS 1-SGPA 1-CITY OF CARLSBAD 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • FAX: 619/695-6712 REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER:PROJECT: DATE: 12-REPORT NO: O-S*l- )0144.DAILYCONDITIONSMATERIAL CHECKAreas Worked- Wftattlftr C.LEAR ! 1 Roofing Contractor: Deck: Vapor Retarder: Insulation: Membrane: Flashing: Bitumen: (EVT °F) Exterior Sheet Metal: Surfacing: Night Seal: Total Squares Completed' *f"Ri?.«^-y e Temperature- ^rt °p tn ~7o °F U«C\-7/-iM Hrew Si7ft- */ Hours W^rkflH- ^ Type-^r/K TtVv^orfT^ Type- Attarhment Method: Storage Conditions D Sufficient D Insufficient Typp- wyA,, Thirkness- inches Attarhment Methnd- , Storage Conditions: D Sufficient G Insufficient *" Typ«- /S^J^^V/ILLTS cii *c<i^l_y -TO: Number of Plies: 3 Attarhment Method -"^T^ep^Tr* •BVn^^.paj Type- NJ/A- Attachment Method: Applinatinn Methnd- Sparing: Type* NSxrtviH,6* TWp ^T11" Kettle Temperatures- !&£<*& a m 44S "F -2=-?o a m A-io *F-^*^p p m ^|Q *F Ronf Temperatures- ' a.m °F am °F pm «F Tvpft' A*bA.u\/i*-l-F' f6,/ j*J="^ ^AC> I'S^/MITM^ fiaune: Type Fmhedment- Methnd- nnmrnents-C-OA^t-Ocr*^ rC^^TXLL XT', «^J <*F* A^OU.LLC. 4.^c_ ^m+ fe*.T*^ -FL.Y . Tir^-n^.x^ ^,/ . "t?E= i?*=?m^if?Stffr> rt^i M/e: C£_«»»c AC«^MI> rje.^Ken — **.!='*=«- ot=n_ i>j CLCHSTTA., . i *^E-A<; *.// crr^e^ w^r^> *^+jmc ^-s=w_tcA.~ -^ ^^.^e Tu<rr>j_j_s.T7 ivl> f*>*^ je,c?,(-c-r-o i-» TP'^-R^t^c^-s: PSI Respectfully submitted: Professional Service Industries, Inc. PSI A-700-5 REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER:PROJECT:c-»u DATE: 13L-1-5-REPORT NO: CO £3QZOo MATERIAL CHECKAreas Worked: Lcr^v^AtPt^c; C^^-T- c,r=»i- Woathor-^-i.trA-p Roofing Contracto Deck: Vapor Retarder: Insulation: Membrane: •!> ,. Flashing: Bitumen: (EVT °F) Exterior Sheet _ Metal: : / Surfacing: i \. Night Seal: '; ; Comments: C-CH^TI *ji •F=T_VS,Ue--8T-l,J/- Total Squares Completed: • fJt*tn*zr\A.i -?*»(, A *j*s» Crew Size: T Hours Worked- Type: Sfo T>z_V\-*yo^-E=> Type- - Attarhment Method- Storage Conditions O Sufficient . - - D Insufficient Attachment Method- Storage Conditions: D Sufficient Q Insufficient Number of Plies- 3 Attachment Method Tc-k-«*T-^rrT* r*rrv,~ & > Type- Attachment Method: Applination Method: Spring: Kettle TfimperqtnrflS'/'^^'^ » rn O1^ °F I'.rirt a m q.\a °Fn!-No p.m 4a.n °F Ronf TempBratiires- am °F am °F pm °F Type- fiange- Method- ,.« 4AU^ -^^.j-^p-ta— ^^ft.^^«*T»r^ W^.^-,0 •K^F-i^^ ^o«.^- •T^ ^C«17T-^£^^ecc /«=. •«..-r-.,>_^eLl rCu-T-UE. A^=^2_, c-Am^ ^l o *=• ^ 1=t^H^ ^r^c. U t_ -r^^V0 ^'^ ^.t^«i_^F=»c AAJO <i$r*f2-n WCAE, ^^T^^jUs^Ci/j-^r— r"^(ejefi^-rT,y^ A^-r-,^.. uy^« /- ^»^ OLJT^CI-^, . »*- ^^-^-r^ .s-e ~* *^^* ^r^-Tu *.T-eT-^-r^ ^-«^^-pW v ^^^.-T>-/ -rtv^jC PSI Inspector^Respectfully submitted: Professional Service Industries, Inc. PSI A-700-5 REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER:PROJECT:' DATE:REPORT NO:DAILYNDITIONSCOAreas Worked L .Total Weather: C Completed: S^_ _°Fto 7<3 Roofing Contractor:-.Crew Si7Ar 7 Hours Worked L MATERIAL CHECKDeck: Vapor Retarder: Insulation: Membrane: Flashing: Type:. Storage Conditions Type:. D Sufficient D Insufficient Thickness L Attachment Methods Storage Conditions: Type:. Number of Plies: Type: Sufficient D Insufficient Bitumen: (EVT Application Method:. .Attachment Methods Spacingf. F) Exterior Sheet Metal: Surfacing: Night Seal: Kettle Temperatures- M'."?p a.m. Roof Temperatures: a.m. Type: /^.J^KJV/I i.m. .a.rn p.m. -p.m. Type— Method:. .Embedment- Comments: t-t=^i—> ^/Jgfg-n^J g.^./_sn l>> A^.J^..yp>f j^j^t* J& £TCo. PSI Inspector^<?TT^rt/AJ Respectfully submitted: Professional Service Industries, Inc. PSI A-700-5 Professional Service Industries, Inc. American Engineering Division CLIENT: COLLINS GENERAL CONTRACTORS 11750 Sorrento Valley Rd San Diego, CA 92121-1085 DATE: 22-Nov-91 PROJECT: NORTH COUNTY PLAZA LEE WARDS AND CLOTHESTIME 1830 Marron Road Carlsbad, CA 92008 PROJECT #: 059-10144 Gentlemen: Enclosed are the inspection reports for the week(s) ending: 11-9-91 Should you have any further questions, please do not hesitate to contact our office. PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division Rick G. Kushner Senior Division Manager 1-COLLINS GENERAL CONTRACTORS 1-SGPA 1-CITY OF CARLSBAD HOV 1991 RECEIVED Building Department 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • FAX: 619/695-6712 Professional Service Industries, Inc. American Engineering Division 7940 Arjons Dr., Sle. A San Diego, CA92126 (619) 695-3730 FAX: (619) 695-6712 INSPECTION REPORT Project tt QS~^ - I O I ^ M Project Name (per plans) Project Address co a lrgis NoHi Page 1 of L Engineer Building Permit No. Plan File No. *- A LA.Govt Contract No. OSA or OSHPO tt Other INSPECTION CODE nsHPn PII nsA PII Specialty P49 Mechanical P10 Rflrtrifial POq Rnnfiruj P17 _i^_ Concrete P12 SfnirtSted pi 5 Ratah Plant P1R Bolt Pull-Out P33 MAT'L SAMPLING QTY RlM-l Hfi Rnfti! nttiar MATERIAL DESCRIPTION , J BW-W^^STM AAiS-ik'S Hinf-WWF Hinf'Tprvlnnft u' finnr-- M!Y i/pd 6 S #5 - SOOO flnnfi • Mi* H/pei Pjwft • MY Jt/pei fimiih Ui* H/f«i Unrtar Typft/psi UnitB.- PJnrlr Rtefll MR Rnlfc Othar INSPECTION CHECKLIST f *S Plan A Spars (^ Riyps ^ laps INSPECTION DATE: g^-*-urvt. ±f . S PV CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME INSPECTOR SIGNATURE INSPECTOR COMPANY I.D. NO. CERT. 8 36^DATE I/ -Qg. NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Professional Service Industries, Inc. American Engineering Division 3 7940 Arjons Dr., Ste. A San Diego, CA 92126 (619)695-3730 FAX: (619) 695-6712 INSPECTION REPORT Project tt o Page 1 of L Project Name (per plan: Project Address (legal) Architect Engineer Contractor JvJsrrf. &Building Permit No. Plan File No. I - A Govt Contract No. _ OSA or OSHPD 8 _ Other INSPECTION CODE nSHPD P11 OSA P11 Specialty P49 Mechanical P10 Flftrtriral POfl Rnnfirwj P17 k Concrete P12 Masnnry P13 StnirtStfifil P15 Prestress Cone P14 Non-Destructive P31 Soils Technician P22 Ratrh Plant pig Bolt Pull-Out P33 MAT'L SAMPLING QTY • fVviprPte fylinriws 5 Stml Hfi Rnlte Tfinrtnn [PT Stranrie) nihAf nni« nthor MATERIAL DESCRIPTION Y Rinf'Rnhar XSTM A-4liT aT.Lo Rinf' WWF t/ Hnnfi • Mix tt/psi 6^5flS_ 3OOC> n™ir • Mix tt/p«i 1 Inite- Blnrk Unite- Rrirk fttMl HS Rnits nthw INSPECTION CHECKLIST lXSi7«W INSPECTION DATE: IQ - CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME INSPECTOR SIGNATURE INSPECTOR COMPANY I.D. NO. CERT, tt %&A dh of £•-£)DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Professional Service Industries, Inc. American Engineering Division REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: COLLINS GENERAL CONT. Mr. Paul Przybysz 11750 Sorrento Valley Rd, San Diego, CA 92121-1085 PROJECT:NORTH COUNTY PLAZA Lee Wards and Clothestime 1830MarronRd Carlsbad, CA DATE:Dec. 4, 1991 OUR REPORT NO.: 059-10144 LOCATION OF POUR: DATE POURED TIME SLUMP, IN. AIR CONTENT, % AiR TEMPERATURE, °F CONCRETE TEMPERATURE, DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY FIELD DATA Pier footings line C.B-1-5 30-Oct-91 4" A. B. Hollander SUPPLIER Nelson & Sloan DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 358278 6585 COMPRESSION TEST RESULTS LABORATORY NUMBER 2157A 2157B 2157C SPECIMEN IDENTIFICATION OR SET NO. SPECIFICATIONS TEST AGE (DAYS) 7 28 28 28 DATE OF TEST 06-Nov-91 27-Nov-91 27-Nov-91 TOTAL LOAD (LBS.) 79000 112000 111000 CYLINDER DIAMETER (IN.) 6x12 6x12 6x12 CYLINDER AREA (SO. IN.) 28.27 28.27 28.27 COMPRESS IVE STRENGTH (PSI) 2790 3960 3930 3000 REMARKS: 1-Collins General Contractors 1-SGPA 1-City of Carlsbad OBSERVATIONS |x [ Cylinders made by PSI representative. Cylinders made by Others. S Cylinders picked up by PSI representative. D Cylinders delivered to PSI laboratoryby others. 0 Test results comply with applicable specifications, D Test results do not comply with applicable spocfflcations. TYPE OF FRACTURE, IF OTHER THAN CONICAL Respectfully submitted, Professional Service Industries, Inc. PSI A-2(XM<1) 7940 Arjons Drive, Suite A • San Diego, CA 92126 • Phone: 619/695-3730 • FAX: 619/695-6712 ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers 10505 ROSELLE STREET SAN DIEGO, CALIFORNIA 92121 (619)453-5605 TO JOB NO. PROJECT x^r 2u_ LOCATION CONTRACTOR WEATHER OWNER at at PRESENT AT SITE THE FOLLOWING WAS NOTED: Our representativefsi has/have inspected the materials exposed in the footing __ _ excavationsffor the subject buildingfs). The materials consist essentially nf as anticipated in our ut>investigation report. Accordingly. it is our opinion that the footing excavations have been carried to the proper depth and that the materials exposed are suitable for the support of footings designed in accordance with the recommendations presented in the 6-nc/i'if.^i-f-^jif u-t - investigation report for the project dated »?Av?or /??/ Our services consist of professional opinions and recommendations made in accordance with generally accepted aeotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. JO-7 'i >+&tjc.~>\ /X /^ "L iv\ a t, n n ARCHITECTURE AND PLANNING TELECOPIER TRANSMITTAL COVER SHEET TO FIRM PHONE FAX NO. FROM PROJECT DATE _ TIME: T NO NO. OF PAGES . . (including this cover sheet) IF YOU DO NOT RECEIVE ALL PAGES. PLEASE CALL BACK AS SOON AS POSSIBLE. THE NUMBER TO CALL IS (7'.;) 251-0131 iAL INSTRUCTIONS: SAN- DIEGO • SAN FRANCISCO 2603 MAIN STRETT, Sum 810, IRVINE. CA 92714, (714) 251-0131, FAX (714) 251-0501 CHAIRMAN • A.D. ALLARD. MA • ARO-nrEcr MEMBERS AMERICAN INSTITUTE OF ARCHITECTS 714 251 1707-1709 UNIFORM BUILDING CODE Weather-protected barrier may be omitted in the following cases; I.When extenor covering is of approved weatherproof panels. In back-plastered construction. When there is no human occupancy Over water-repellent panel sheathing. Under approved paperbacked metal or wire fabric lath. Behind lath and port I and cement planter applied to the underside of roof and eave projections (,b) Flashing and Counterflashing. Exterior openings exposed to the weather shall be flashed in such a maruiw as to make them weatherproof. All parapets shall be provided with coping of approved materials. AH flashing, Counterflashing and coping, when of metal, shall be of not less than No. 26 U.S. gauge corrosion-resistant metal. fc) Waterproofing Weather-exposed Areas. Balconies, landings, exterior stairways and similar surfaces exposed to the weather and sealed underneath shall be waterproofed. id; Dampproofing Foundation Wells. Unless otherwise approved by the building official, foundation walls enclosing a basement below finished grade shall be dampproofed outside by approved methods and materials Members Carrying Masonry or Concrete Sec, 1708. All members carrying masonry or concrete walls in buildings over one story in height shall he fire protected with one-hour fire protection or the fire- resistive requirement of the wall, whichever is greater. EXCEPTION: Fire protection may be omitted from the bottom flange of lintels spanning not over 6 feet, shelf angles, or plates that are not a part of the structural frame : rape fa Sec. 1709. (a> General. Parapets shall be provided on all exterior waits of ifdings. EXCEPTIONS: 1. Walls which are not required to be of fire-resistive construe tion. 2. Waifs which terminate at roofs of not less than two-hour fire-resistive con- struction or roofs constructed entirely of noncombustible material; 3. Walls where, due to location on property, unprotected openings are permitted. 4. WaJlsonallbuiJdiiigshavingafloorsireaofnotmorethan lOOOsquare feetper floor (b) Construction. Parapets shall have the same degree of fire resistance quired for the wall upon which they are erec ied and on any side adjacent to a roof irface shall have noncombustible faces for [he uppermost 18 inches, including counterflashing and coping materials. The height of the parapet snail be not less than 30 inches above the point where the roof surface and the wall intersect. Where the roof slopes toward a parapet at slopes greater than 2:12 the parapet >04 714 0501 SGPAIRVINE 005 604-508 (b) Fire Resistance of Walk. Exterior walls shall have fire resistance and opening protection as set forth in Table No. S-A, Pan III, and in accordance with such additional provisions as are set forth in Part IV and Part VII. Distance shall be measured at right angles from the properly tine. The above provisions shall not apply to walls at right angles to the property line. Projections beyond the exterior wall shall not extend beyond: i A point one-third the distance to the property line from an exterior wait; or i. A point one-third the distance to the property line from an assumed vertical plane located where fire-resistive protection of openings is first required due to location on property, whichever is the least restrictive. When openings in exterior walls are required to be protected due to distance from property line, the sum of the area of such openings shall not exceed 50 percent of the total area of the wall in each story, (c) Buildings on Same Property and Buildings Containing Courts. For the purposes of determining the required wall and opening protection and roof-: covering requirements, buildings on the same property and court walls of build- ings over one story in height shall be assumed to have a property line between them. EXCEPTION! la court walls wfaere opening protection is required such protec- tion may be omitted, provided (1) not mote than two levels open into the court, (2) the aggregate area of the building including the court is within die allowable area and (3) the building is not classified as a Group I Occupancy. 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 as set for* in Table No. 5-A and Part IV, EXCEPTION: TWOT more buHdiags OB the same property may be considered as portions of one building if the aggregate area of such buildings is within the limits specified in Section SOS for a single building. When the buildings so considered house different occupancies or a» of different lypes of construction, the area shall be dwt allowed for the most restricted occupancy or coBSffuction, Allowable Floor ATM* Sec. SOS. (a) One-story Areas. The area of a one-story building shall not exceed the limits set forth in Table No. 5-C except as provided in Section 506. For mixed occupancies, see Section 503 (a). (b) Area* of Buildings Over One Story. The total combined floor area for multistory buildings may be twice that permitted by Table No. 5-C for one-story buildings, and the floor area of any single story shall not exceed that permitted for a one-story building. For mixed occupancies, see Section 503 (a). (c) Meoanims. Unless considered as a separate story, the floor area of all mezzanines shall be included in calculating the allowable floor area of the stories in which the mezzanines are located. TRAVIS, VERDUGO, CURRY & ASSOCIATES December 2, 1991 City of Carlsbad Building Inspection Department 2075 Las Palmas Drive Carlsbad, CA 92008 William L. Travis, S.E. (1936-1985) Robert J. Verdugo, C.E. Peter S. Curry, S.E. H. John Price, S.E. Jonah P. Jones, C.E. M. Kevin Canty, C.E. David C. McMaster, S.E Anthony B. Court, S.E. Subject: Gentlemen: North County Plaza Building E Remodel We have no objection to the following deviations from the contract documents: 1. Along Lines D and 6 where the footing abuts existing wall footings, Detail 9/S4 may be modified in accordance with the attached sketch which was faxed to the Architect and the Contractor on November 4, 1991. 2. Along Line D adjacent to the existing CMU wall, the wall plywood may be spliced at the roof level to allow access for installation of the bolts through the HSA straps. Since the parapet height is minimal (approximately one foot), no blocking is required at this splice. These deviations are permitted only at the locations noted, and all other items shall conform to the details on the contract documents. If you have any questions, please do not hesitate to call. Very truly yours, David C. McMaster Associate DCM/HJP/JI90302 cc: SGPA Collins General Contractors m STRUCTURAL CONSULTANTS 444 CAMINO DEL RIO SOUTH, SUITE 110 SAN DIEGO, CALIFORNIA 92108 PHONE (619) 291-2800 FAX (619) 291-0613 TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS 444 CAMINQ DEL RIO SOUTH #110 SAN DIEGO, CALIFORNIA 92108 PHONE (619) 291-2800 FAX TRANSMISSION COVER SHEET TO:NAME: FIRM: .. FAX NO: 4^4" DATE: FROM:NAME: FAX NO: 619-291-0613 PROJECT TITLE: . SUBJECT MATTER: # OF PAGES INCLUDING COVER SHEET MESSAGE OUR JOB NO: YOUR JOB NO: ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE JURISDICTION: PLAN CHECK NO <3f-SET: PROJECT ADDRESS: \ g? "S g> V4 on- r o n P el. IFILE COPYQUPS jj DESIGNER PROJECT NAME: Lc.iuovd The plans transmitted herewithFnave 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 ofl 4h^ & -/-f^,=J?<z^f &A&&J- 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 chock lio* has been sent to: Ail rv yomca . GA « • 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:EnclosuresESGI£C£ORPORATION QGA DAA DRN QDM ' JURISDICTION: Q.cn-l«» \PQq _Data plans received by plan checkeri PLAN CHECK NO.: PROJECT ADDRESS: TO: Date plan recheck completed; 7/30/31 BVJ S5g^ RECHECK PUN 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 vill 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. A. PLANS©l.J 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 aa&o--yeu-4td-nofa.'keop- o sayy. »i--4hft ..pripp. • aftrras'fcwn-..--^itot| -wo—-havft- •£«§«»—ftenfcalfiiiiR' UJL Jtlll © auts tending •oo 2. ) 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. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. ^Lili.k Yes No £olo'e> g^noii b(^g>?ryn.^<j bu Q £?gar3, "^r?£>. ^?v Avc.^^ A&rP^e&r&rJ AT Form No. RPCS.^1290 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: t?ea SET: 7T PROJECT ADDRESS: PROJECT NAME: L< QA. CHECKERQFILE COPY CUPS HDESIGNER o 'O '. '. VI, 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: sStSP A/Ar^U. fe lex . o *&*«•* a "B 1 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 #_ -A ^ in Enclosures: ESGID^CORPORATION n GA • AA D RN • DM JURISDICTION:ft nerd _Date plans received by plan checker: PLAN CHECK NO.; <?/ - 4 & 3 Date plan recheck completed; 6/36/31 Bv: \5grg?o PROJECT ADDRESS: 1 g "5 ft W/ *3 r ro n^ l?fj TO: Ij^nnn 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: \ L- 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. c?ncf )— s.Kee.4 o^aotol. ca All ^l?gg\<. o^ o\an^v«>r ©The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No at net,KveJn - \ rt -V n.r?CL1. er J i O 1 CT ^ ovA n >-jV i 4 ^ t 'V - e C?c!i'r ELECTRICAL PLAN CORRECTION SHEET JURISDICTION: PLAN CHECK NUKBER SET 0 © Submit complete electrical plans and specifications, 3. 0 6. 0 Submit plan shoving location of all services. t^£C 2Si.—2.; 70,7/^72 &4 Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service, uec. 2So - 2.4-, ScQO, 5lCO Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. ^ £ ^ Z.4^ - Cc Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJW, LCL. 8.If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. PAGF J/2. PLAN CUECKLK:HVOLLIE WAGGONER IDARRELL MDRRISON 15. Submit plan showing location of all panels. KCC 1'iC- i '^ ( 2.-0 -i^-; =co- 2.| 16. Provide the required working clearances in front of panelboard(s) per NEC 110- 17. Submit panel schedules. ""\18-lSpecify conduit and wire sizes. K19 -J Specify aluminum or copper conductors and type of insulation. 20. Show approximate length of feeders. 21. Specify electrode conductor size and type wire, (aluminum or copper) 22. Submit electrical load calculations. 23. Indicate existing main service size. 24, Jlndicate existing main service load. 2" 'r?- 25. Indicate new additional loads. 9. Submit plan showing location of all switchboards. 26.JIndicate wiring method, i.e. EMT, metal flex. 10. 11. ^* Indicate dimension of switchboards and control panels rated 1200 amperes or more. 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- 27.)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. ^C "ICO -1(5 28.jProvide receptacle(s) within 25* of the HVAC A/C units. UMC Section 509. 29.)Provide multiple switch lighting controls ^— per CAC, Title 2<i, 2-5319. ^£ 1A SO.JProvide the required sign circuit(s) and outlet(s) per NEC 600-6(b). 31.lTo speed up the recheck process, note on is list (or a copvl where each correction item[has been addressed, i.e.. plan sheet, specification, etc. Be sure to enclose the marked JJP list when you submit the revised plans. Any questions on electrical please contact the plan 560-1468. Thank you. checker shown above, at Esgil Corporation at (619) 09/10/90 ELECTRICAL CORPXCTIONS FLAX CORRECTION SHKKT JURISDICTION DATE: FLAW CHECK NUMBER:FUN CHECKER: g&GAJnf ANGEL D - 3 A DtAM .ywr &*fc. /far 3, Wit tffft dor ffs&J S/tev/s 4T 14 AJfff FIANS Please mane all corrections on the original tracings and submit two new sets of prints, and any original plan sets that raay 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 subnit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. B. GEKERAL//• © © © 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. ***a plan that is not included with. tfie building permit application ITiiea snouia pe clearly identified as "not incTudeo" on > tfiT site plan or Title Sheet.(nt. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Croup . Description of Use Type o gpr ink-low i—¥00 or Be ••••^"I IB j-gn tf IT1 r**,-* i Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statenent on the Title Sheet of the plans that this project shall comply with Title 2k and 1988 UBC, UMC 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. SITE FLAN 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. by CTOTUS Viortt.Ktno 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. —& Justification to exceed allowable area in Table <2i 5-C. (if applicable) . f JJ.U ^*~i Justification- to e*aood—allewaMo height; aa. jtai'ics in Tabla 5 Pi—(if applicable) 2/15/90 1/9 One-hour corridors shall not be used as an integral part of a duct system. Xhis includes the space above a dropped ceiling within the one-hour corridor. UMC 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 nay be used. Section 3305 (g). Corridor walls nay 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 SICTS 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 illumination. (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. / 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). 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 5103(a). enclosure to comply with Section 4. Provide clear inside elevator as required by U.B.C. Section Title 24 2-5103(d.l). car dimensions 5103(d) 6 and 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. GLASS AND GLAZING tpecify on the window schedule the glass type and thickness to show compliance with Table 54-A and E. 8. 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. Vs- 2/14/90 11 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-H68, to perform the plan check for your project. If you have any questions regarding these plan check items. please contact •roiTo at Esgil Corporation. Thank you. Enclosures: l._ r-org. 2. 3. 3/28/90 18 n 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: By: Fees Required D M/ft 27. Park-in-Lieu Fee Quadrant: D .Fee per Unit: Total Fees: 23. Traffic Impact FeeZSO Fee Per Unit:.Total Fee ^£800. 24. Bridge and Thorough fare Fee Fee Per Unit: __^^__^_^_ Total Fee: 25. Public Facilities Fee require^ Q f\l/ft 26. Facilities Management Fee Zone: _ (Fee: 27. Sewer Fees Permit No.S&^IOQSS EDU ' s =3, I 2-^klP = 5 Benefit Area: N, A.Fee 5, 023 , 28. Sewer Lateral Required: Fee : _ 29. REMARKS :GRAftl MS fi& P/^Al^ FT^ O^ &L5 £ TD BE FT2"SO) SO ENGINEERING AUTHORIZATION TO ISSUE PERMIT O DATE :•J11NJ - REV. 02/27/91 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: ! SET: X T?c:Ao*l ot-cg QFILE COPY QUPS PDESIGNER 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. I The applicant's copy of the check list has been sent to:i _ F H-'l ^ f r ^Iff}"^ \f' ^ ^~-i *•» T r^\^ ft If) Ira >• wtv 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 Bv * ^-'-v ^ -. k _^ -.r \ ESGII^CORPORATION Enclosures DGA AA DM PLAN CHECK HO. JURISDICTION: TO: : Ponno PROJECT DATA OCCUPANCY:-0. BUILDING USE: T2<*r4<a n TYPE OF CONSTRUCTION:\J ki ACTUAL AREA:{Q ALLOWABLE AREA:O &O STORIES: HEIGHT: SPRINKLERS: OCCUPANT LOAD: REMARKS FLAN CORRECTION SHEET GENERAL COMERCIAL Date plans received by jurisdiction^ Date plans received by Esgil Corp.:_, Date initial plan check completed: Applicant contact person: Tel. 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 conservatij 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. i « 4 '' «- — To speed up the recheck process, note on this list or a cotjyJL where each correction item has been addressed,plan sheet, specification, etc, Be sure to enclose the marked up list when you submit the revised plans, NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. 7, 0 , 9 . List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC A. *~** Ior FLANS Please mase 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 have been returned to you by the jurisdiction, to: The jurisdiction's building department. GENERAL 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 pnthe •»**& plan that is not included with tKe" buTiainfl permit app 1icafcion riled"" 'sliouid be" clearly identified as ^TnaE included" onTn"eJ © site plan or Title Sheet.I at. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: 6ee«pnney Croup.. Description of Use Type of (5notniatwft- ¥00 OP 'No- Height © X • Justification to exceed allowable area in Table Cfc:a*-ly 5-C. (i to — eiisood — o-Hos^ablo — heig Table. 5 D. (if applitablo) Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 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 2k and 1988 UBC, UMC 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. SITE PLAN 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. by CTO«S KotHe.V\*r -t 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. £0*ti? u-' Bide, ) iSTCp L °i->& 2/15/90 / Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar 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. D. LOCATION ON PROPERTY fiooff 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 wall 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 wall 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 50 feet to a property line or an assumed property line, shall be _L>jr. f ire -rated construction. Section Exterior walls shall have a 30 inch parapet when less than feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.) 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. 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). "EA«i D Sf.IIa U ounauu j i n cA 2/14/90 «. ev v- g e,- 4ji. 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. E. BUILDING AREA / When a building has more .than one occupancy, the area shall be such that the sura 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. f- 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 shal1 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). AREA SEPAg*TTOM HAT.T.S 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., Ill 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 l^J./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). 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 noncombustible 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 5/. Area separation walls, which separate portions f of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire- resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span. In each case, construction supporting the roof/ceiling shall also be one-hour construction. Section 505 (e) 5. 56. No openings in the lower roof are permitted f within 10 feet of the area separation wall if parapets are not provided. Section 505 (e) 5. 5fc. Show the basis for the approved fire-resistive I construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 43- A, B, C or U.L. Directory, etc. (Note: Trusses require two layers of 5/8 inch Type 'X' drywall, per Item 21-1.1 in Table 43-C.) 5fi. Parapets of area separation walls shall have / noncombustible faces for the uppermost 18 inches, including counterflashing and coping materials. Section 505 56. See the attached article, "Area Separation / Walls Revisited", and incorporate appropriate data and details on your plans. 5c. Provide complete details of the area separation / wall(s) to show compliance with Section 505 (e) / . Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). G. TgmjfTTK HEIGHT/STORIES / . Clearly show the maximum building height based on the definition in Section 409. Clearly show if the or story, based on 403 and 420. lower level is a basement the definitions in Section &/. The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one- hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. H. FIRE-RESISTIVE CONSTRUCTION /Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for th& one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Detail how one-hour fire-resistive wall construction is maintained at built-in wall f ixtures and behind maiIboxes, f ire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). Detail and reference I.C.B.O. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 43-C requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 4303 (b) 8. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. 2/14/90 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 columns, rated Clearly_fire rated beams. 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). Detai1 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). INTERIOR WALL AMD CEILING FPtlSH 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.11 J. OCCUPANCY SEPARATION a/. A / betwei 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 1/8. If 9 Ji. 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. UMC 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. H. EXIT SIGNS 1S3. Exit signs are required since the occupant load / exceeds fifty. Show all required exit sign locations. Section 3314 (a). 164. S~>165, 1W, 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 illumination. (Occupant load exceeds 100) Section 3313 (b). The exit sign 'locations as shown are not adequate. 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). 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. 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 as required by U.B.C. Section Title 24 2-5103(d.l). car dimensions 5103(d) 6 and + 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 miniimm 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. GLASS AND GLAZIHG 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 yt.Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shal1 be safety glazing or shal1 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. Q- ROOF A Class 32-A.roof covering is required. Table £/• Specify roof pitch. Roof pitch is not adequate for roof covering specified. Specify minimal pitch of fi "~ / / yl. '/' Specify roof material and application. Chapt 32. i t|_. L_\ . _ ^ 190*. m. 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 perSection 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 roo£ located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Provide 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). 197. 1/8 2fQ 2/1 2/2 Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). FIRE EXTINGUISHING 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). 1. Provide fire sprinklers Section 506, 507, 508 jurisdiction ordinance. or 3802. 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 tie 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. (205J Specify on the foundation plan or structural \—X specifications sheet th& SPA! classification^. the soils expansion. ^ndgjf, Md— febo dooign- bearing aapaaity ef Liu. fumiUuLlun. 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). 207.The foundation following soil this project plan does not comply with the report recommendation(s) for IW, 21)6. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 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. rfi. 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). Dimension foundations per Table 29-A. Floors Thickness of Supported*'' Stemvall 1 6" 12" 2 8" 15" 3 10" 18" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. rJi 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. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation boIt size 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). 236. 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. 236. 2W. 2 3D. ip 22fc.Show pier size, spacing and depth into undisturbed soil. Table 29-A. VOU i rA o c.o o L o 1 -* 2/U/90 13 ITI. Show minimum under floor access of 18 inches by / 24 inches. Section 2516 (c) 2. 22re. Show minimum under floor ventilation equal to a / 1 sq. ft. for each 150 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. T. MASONRY 229. 230. 231. IJL. U. Show veneer support and connections in Seismic Zones 3 and k, 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. FRAMING 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 co<3e requirements. 236. 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. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER 240. •/• 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 14 242. 2/3, 246. 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). r246.) Show or note fire stops at the following locations per Section 2516 (f): 2W. 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. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 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 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 and floor above so that no s.f. and no L.F. (if space and 100 L.F.). © / / concealed space exceeds 1,000 horizontal dimension exceeds 60 has sprinklers, then 3,000 s.f. Section 2516(f). , 90. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above 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. 231. ^TL. 250 Show stud size and spacing. stud heights; bearing wall: max. 10'; non-bearing: 2x max. 20'. Table 25-R-3. 2W Maximum allowable 2x4 and 2x6 4 max. 14', 2 x 6 f 2K Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 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 (in). 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. Provide roof framing plan and floor framing plan. Section 302 (d). 9. Provide framing sections through 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. In Seismic Zones 3 and 4, the allowable shearvalues for drywall in Table 47-1 must be reduced 50% for earthquake loading. This does not apply to wind loading. 2/14/90 15 /- its. Zjft. 7Jb. 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) k. 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) . 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 (g) 4. 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, 2516(i). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). Parking garages shal1 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. 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 four11, and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 cS> rm. Tli. 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 k2" 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. 2K. 2/3. W. 284, 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. TTELK 2U 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. 2 6 £.rvSp'OC^ no r? I 3/28/90 16 x. ENERGY CONSERVATION 285. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 290. 286. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 287. Incorporate in the plans or specifications the attached "Title 2U Mandatory Requirements11 and the "Title Ik Construction Compliance Statement Requirements". . Y. ADDITIONAL 288. Please see additional corrections, or remarks, on the following page. 289. 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 p lans not resulting from this correction list? Pleasecheck. .Yes No NOTE: The following provisions are contained in Title 2k, Part 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. 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. sA, sA. S/. Where exit signs are required by Section 331A(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 331^ 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 U 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 331A(e). Where exit signs are required by Section 33l4(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 33U(f). 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. 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). Section 1807 should be reviewed for all high- rise buildings. 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. 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 619/560-1^68, to perform the plan check for your project. If you have any questions regarding these plan check items, <3 PpUKl?n?) €5170 11 k< kJO V f.gin~\ S O <2Z "4 please contact f o -A a ^ gs \ n ru u at Esgil Corporation. Thank you. Enclosures:" Pvo C.Q \ =» g?. i • D 3/28/90 18 ELECTRICAL FLAK FLAN CHECK NWBER: © © Submit complete electrical plans and specifications. 2. ) Submit plan shoving location of all services. K-££- 23^-2., 7£»,7J,7Z. S-4-/ ' / 3. Submit complete one-line diagram .of service and feeders. © 6. Indicate the grounding system to be installed for building service. UEC- Z.50 - 2.4- SCQO, S >CO Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. ^-c 07.Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJN, LCL. 8.If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. 10. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). 11. Provide the required access - and entrance to working space for switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). J!L, Submit plan showing location of all transformers. la. Indicate the grounding system to be / installed for transformers. NEC 250- / Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/38A-16(d). IIARRELL HORRISOK 15. Submit plan showing location of all panels. Isi~C MO- iU , 2.J-O -i^-j *co-2. 16. Provide the required working clearances in front of panelboard(s) per NEC 110- 17. Submit panel schedules. ^ IS.lSpecify conduit and wire sizes. ><19.J Specify aluminum or copper conductors and type of insulation. 20. Show approximate length of feeders. 21. Specify electrode conductor size and type wire, (aluminum or copper) 22. Submit electrical load calculations. 2ft. Indicate existing main service size. S~\24.1Indicate existing main service load. ^>—S KlfS^f^— ^S^/r? — 25. Indicate new additional loads. 26.)lndicate wiring method, i.e. EMT, metal flex. 27.)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. V^cC. ~IC& - !(j 28.)Provide receptacle(s) within 25' of the HVAC A/C units. UMC Section 509. 29.) Provide multiple switch lighting controls per CAC, Title 24, 2-5319. s—^SO.Provide the required sign circuit(s) and per NEC 600-6(b). Any questions on electrical please contact the plan 560-11.68. Thank you. 31.llo speed up the recheck process, note on —* this list for 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. checker shown above, at Esgil Corporation at (619) 09/10/90 ELECTRICAL CORRECTIONS JURISDICTION:J PLAN CHECK NUKBER ELECTRICAL FLAN CORRECTION SHEET DATE: PLAN CTEOCER: Q VOLUE WAGGOKER DARRELL HORRISOff •SFT kl 32.A T PLAN CORRECTION STTFKT JURISDICTION: FLAW CHECK KUHBEB:- 4 z. DATE: TvAA.g.£.U Q GLEH ABAKEK FLAN CHECKER; H GARY ANGEL ^^B*D tes.sov A \lewr fels)TA\LPt£c£. \L Pe ko&Cb} Ofc.UM£ To oft. \% £&.£o AS TD WHEKG. BRH 6P 0(2.6.0-2, (to omc. -Z\\ Lift.^WITH 6ecTior\l \?>U Ar.ie.66 . To uL THAT VdAtfe*. U£ATER, N/PT WltM UfiC,tb Tb li.ftea\/ioeo VJITH VAu»/e To TO \AKTEi2. utoe Srtoui A^EMOtX d., \tiQ\Cfi\£ LOAD e<£A*cco\N/Ki AWO rrntoimow PgQ\UP£p Fbg. BcrtH m&A AMD _AL FLAN CORRECTION SHEET JURISDICTION;DATE: FLAN CHECK NUKEER: LJtJLEN AnAHEJC FLAK CHECKER: 0 GAR* ANGEL D NONRESWENTIAL CALCULATIONS 5.2 HVAC Systems Modeled With SCM 24 Allowed HVAC System Types The following description of what types of HVAC systems are allowed to be modeled with the SCM is a quote from the SCM Compliance Manual: Version 3.1 A from the California Energy Commission (7/90): "The SCM can only simulate the operation of single zone HVAC systems. Systems that directly transfer energy between zones may not be modeled with the SCM. HVAC systems transferring energy to or from a central plant such as a batch of hydronic heat pumps served by a central boiler and cooling tower also may not [yet] be modeled with the SCM. Normally, multi-zone HVAC systems may not be modeled with the SCM. Package variable air volume [VAV] systems that do not rely on energy transferred from central plants such as boilers or cooling towers and that do not reheat or recool may, however, be modeled as ordinary constant volume gas/electric units. The fan energy or wattage input values modeled must correspond to that used at full volumetric flow for the variable air volume system. The system must either be incapable of heating or provide heating from a gas furnace. The system cannot be modeled by the SCM if it concurrently heats and cools. Systems with passive energy transfer between zones may be modeled by the SCM. Zones need not be separated by physical barriers to be called and modeled as separate zones. HVAC systems that simply contribute to heat transfer between open zones may also be modeled. It is advised that good engineering judgement be used in determining how a building is zoned since errors may result in substantial discomfort no matter what the capacity of the system. An HVAC zoning schematic must be provided with all submittals." For a discussion of building zoning for compliance, see Section 6.8, "Zoning and Modeling Techniques". Heated-Only Buildings The SCM Compliance Manual: Version 3.1 A states that "Buildings that do not have a cooling system must be modeled with a default cooling system when showing compliance with the energy budgets." In COMPLY 24, when an HVAC Zone uses any HVAC system with "No Cooling Equipment" as the cooling system type, the program automatically adds in the default cooling system requirements for all SCM-24 calculations. The default cooling system characteristics are: • Air conditioner with economizer, EER equals 8.2 2• Watts/ft of fan power equal to the Fan Wattage Index for Power Criteria Set I for the building's occupancy type and climate zone from Tables 2-53V1 through 2-53WA16 in the Building Energy Efficiency Standards2• Air circulation rate equals 1.5 cfm/ft Copyright October 1990 5-9 Gabel Dodd Associates 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 ("a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection {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 da A* lood Plan Check No. Q | - 4 £ "3 References to section numbers with prefix "2" are to Title 24, California Cod« 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 HANDICAPPED PARKING SPACES £.__handicapped spaces. © Provide 2-7102(b) Space shall be so located 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/unload ing zone shall be on the passenger side of the vehicle. 2-7l02(c). d.) 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. 2-7l02(f) If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled shall also be covered. 2-7102(a) Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) CURB RAMPS 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. 2-7l03(f) resistant and a from adjacent 0 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 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-S325(c) c.jWalk width shall be 48" minimumtshall have slip-resistant surfaces. 2-3325(a) and ihe maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 Gratings are not possible. 2-3325(b) allowed whenever f.)At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) X. 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 path of travel with a slope greater * than 1 in 20 shall be considered a ramp. 2-3307(a) . The maximum slope shall be 1 in 12. 2-3307(c.l) 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) /• f- The surface of ramps shall be slip- resistant. 2-3307(g) 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) . Landings are required at top and bottom of ramps. 2-3307(d.l) . Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 11A . Top landing shall be 60" x 60" rainimun. 2-3307(d.l) . When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) . 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) . Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l) . 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) Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e.l) 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 t-Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural des ign and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) . The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) 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 Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) 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) Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) 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 ENTRANCES, DOORS, VESTIBULES AND CORRIDORS a.jAll 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) r. 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) e.)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(1.2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(1.3) 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) Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-3304(i.l) The space between two consecutive doors (vestibule) shall provide a minimum of 48" clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.l) For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. FLOORS Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) STAIRWAYS NOTE: Only applies where disabled access is provided or required to other levels. Treads shall have smooth, rounded exposed edges and be slip resistant. 2-3306(s) Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) Risers shall be sufficiently solid. 2-3306(s) The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) On exterior stairs, each tread shall be marked as noted above. 2-3306(r) Handrails are required on stairway. 2-3306 each side of Handrails shall be located 30" to 34" above nosing, extend 12" beyond top riser and 12" plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j.l). Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.l) Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. ELEVATORS Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5l03(d.l). 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. 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". 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. Raised Brail1e markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SANITARY FACILITIES TOILET FACILITIES ACCESS . When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.l(a)) Doorways shall have 32' opening width. 2-511.1 minimum clear There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511.l(a) MULTIPLE ACCOMMODATION TOILET FACILITIES Provide clear area 60" high - or clear space 56" high. 2-511. l(a) diameter x 27" x 63" x 27" Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) 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) . Water closet conTpartoent door to provide 32" clear width for end entry and 34" clear width for side entry, self-closing. 2-511.l(a) Door to be SINGLE ACCOMMODATION TOILET FACILITIES / 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 One ax 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 1-1/211 clearance to wall. 2-511.l(a) c.l Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. 2-511.l(a) 15.1WATER CLOSET /Height of water closet seat shall be 17" to 19" above floor. 5-1502 b.) Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. I Controls for the flush valves shall be mounted on the wide side of toilet area.5, no more than 44" above the floor. 5-1S02 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) I LAVATORIESfr. 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 lavatories shall be insulated. 5-1504(b) under 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) \lf am w If self-Hosing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) 18.1 TOILET ROOM ACCESSORIES r / Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.: c.jOperating 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 leadijig 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) Datei 3/g7/?/ Prepared by: Jurisdiction VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK N0.^q/-<=fg 3 BUILDING ADDRESS \e^e Morron =2^f. APPLICANT/CONTACT — PHONE NO. BUILDING OCCUPANCY 13 - 'Z TYPE OF CONSTRUCTION V M BUILDING PORTION te^eVcM I o-\or<2. — Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 6 G f O /& 5 ^-2_ 6 ^ IO DESIGNER PHONE , CONTRACTOR PHONE V VALUATION MULTIPLIER 3&.- ^^ "§ 3.?2. - 0 e UfeS-.- VALUE 597.*76O.-; ^><=i,5B«>,~*/ 56.576 .- *7<?, /i^f'.- Building Permit Tee $, Plan Check Fee $ C 0 H HE N TS: SHEET ) OF I 4 ; ^*ff i/> q— (N 07 123 S N R TDD slnn DDD KfDD EJDD BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: PIANCHECK NO. ^t— O42."?> RD ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED PROJECT LEGAL REQUIREMENTS 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 dimension setbacks. 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. Project complies with all Engineering Conditions Approval for Project No. SP l8T7(ftJ of Project does not comply with the following Engineering Conditions of Approval for Project No. / Conditions complied with by:, Field Review Date: I—II—I 7, Field review completed. No issues raised. ODD 8. Field review completed. The following issues or discrepancies with the site plan were found: I—1|—11—| A< site lacks adequate public improvements B> Existing drainage improvements not shown or in conflict with site plan. ODD I—II—II—I CB site is served by overhead power lines, l^ /SDOlTJQM>9L CDMOiTlIVOS vU/LL 66 AbDEti REV. 02/27/91 I—11—11—I D> Grading is required to access site/ create pad or provide for ultimate street improvement. I—II—ft—I Ek site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. nnn F, Other: Dedication Requirements 9> No dedication required. 1—II—II—I 10> Dedication required. Please have a registered civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8^H 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 follows: Dedication completed, Date By:. Improvement Requirements 11. No public improvements required. SPECIAL NOTE; Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the Citv inspector prior to occupancy. I — I ! — It — 112. Public improvements required. This project requires 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 planchacfc process through the EngineeringDepartment. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: __ _ LOT IMPBCA/EMBJTS S&M6 CpMST. . WHH Improvement plans signed, Date: _ by: P:\DOCS\HISFGWW\FMW010.WI *EV- — —''—' 13. Improvements are required. Construction of the public improvements may be deferred in 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: — —I 1—I Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). I—I I—! I—I 14> No grading required as determined by the information provided on the site plan. n n P-£ £.^1.041—' '—' 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. 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: I—I I—I I—I is. Sewer Permit is not required. nn 19. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. 20. Industrial Waste Permit is not required. P:\OOCS\H1SFORHS\FRM0010.DH REV. 02/27/91 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: ; By: Fees Required N/ft 27. Park-in-Iaeu Fee Quadrant: Total Fees: .Fee per Unit: 23. Traffic Impact FeeESO Fee Per Unit:Total Fei Bridge and Thorough fare Fee Fee Per Unit;Total Fee: 5ZL>W 25. Public Facilities Fee require^ GtlE 0M AfifllTK>WL D M//} 26. Facilities Management Fee Zone: | Fee: *gl 27. Sewer Fees Permit No.2E^IODS9 EDU's^l^^^lPs Benefit Area:_Nj_fl_. 28. Sewer Lateral Required:. Fee: 29. REMARKS:PERMrr MUST ISSUED ftPFOBE. EHGimBRINQ AUTHORI2ATIOM TO ISSUE PERMIT PEE I EDO P:\DOCS\IIISFOW*S\FRH0010.DH «V. 02/27/91 lS1=QR TD IS. PLANNING CHECKLIST x K \N Address !?)$% Phone 438-1161 ext. (Name) Plan Check No. /7- Planner APN: Type of Project and Use Mi **f ^ -? tM <*~ Zone / _ Facilities Management Zone S/» £ ro.* Legend 7 Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified D 0/QXEnviEnvironmental Review Required: YES DATE OF COMPLETION: * NO D Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES _^_ NO TYPE DATE:APPROVAL/RESO. NO. PROJECT NO. $P 137 tfi**r OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit Required: YES _^_ NO _ DATE OF APPROVAL: San Diego Coast District, 1333 Camino Del Rio South, Suite 125, San Diego, CA. 92108-3520 (619) 297-9740 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _ , _ __^__ Landscape Plan Required: YES °^ NO See attached submittal requirements for landscape plans Site Plan: ODD 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. a a a 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. a a a 3. Provide legal description of property. a a a 4. Provide assessor's parcel number. Zoning: uuu nan ana ana /*V~\ // I \ J * /,V/ ,1 1. Setbacks: Front: Street Side: Rear: 2. Lot coverage: -^ *K ^ 3- Height:frvv\.tf ^ 4. Parking: ' ^s Additional Comments SV^-ff te 0-f- jte~ prvAD^l. TV a p/*Af wl/cK +rt n<g+ {&~p Gar* bJ**fLt-r$ f A-tM-fai* P)>t f f / \ \ Required Required Required Required Required Required Spaces Required Guest Spaces Required -i^ 0/A«i '<M*l)aLk if&tr hf^e //'^ mct **Ab\ Ptrnfrs ) ASjrdvm ) _>/l^/T/ MD<^JOtfC\ fte Shown Shown Shown Shown Shown Shown Shown Shown W*/i,, <.,„ \ Are ff* hSi^j* •h.**L Ao rttf-f h^.^^-^ PlttuL. tsk^'i- jtm ,i 4fe+Js r*«^jjfr4 . . ff- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 7 " PLNCK.FRM February 15, 1991 Geoff Reeslund 2603 Main Street, Suite 810 Irvine, CA 92714 NORTH COUNTY PLAZA SP 187 Thank you for your interest in correcting the circulation problems identified at the onsite intersection adjacent to Lenscrafters, It is the citiite opinion the redesign will improve overall site safety. The Planning and Engineering Departments have reviewed the concept proposed January 29, 1991. The Planning Department realizes some landscaping will be lost in the redesign. Some may be picked up adjacent to Lenscrafters. The Planning Department reserves the final approval of new landscaping. While preparing final engineering plans for the intersection, try to eliminate as much offset as possible through the intersection of the north/south trending roadway. Carefully plan drainage. This may require new structures. The irrigation system and at least one streetlight will require relocation. The Planning Department requests new plans be submitted for the Administrative Amendment to the Specific Plan 187 which include the redesign of the intersection and replacement landscaping. Once again thank you for your quick response to our request for redesigning the onsite intersection. If you require further information, please contact me at 438-1161, extension 4427. Sincerely, SHERRI HOWARD Associate Engineer SH;rz Assistant Planning Director Traffic Engineer Principal Civil Engineer - LURD Assistant Engineer Schedell Assistant Planner Hysong 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 PROJECT ARCHITECT OWNER OCCUPANCY dtp of CarJsfaab FIRE DEPARTMENT PLAN CHECK REPORT ADDRESS ADDRESS ADDRESS PAGE 1 OF APPROVED V DISAPPROVED PLAN CHECK# ftok' (fl O PHONE PHONE CONST.V-K)TOTAL SQ. FT.STORIES 0SPRINKLERED D TENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. 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 atl existing fire hydrants within 200 feet of the project. Provide specifications for the following: PermitSjare required for the installation of all fire protection systems^feBclolsiej^, stand pipes, dry chemical, halon, CO2, £Qiarps) 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: T3 Automatic fire sprinklers (Design Criteria: D Dry Chemical, Halon, CO* (Location: D Stand Pipes (Type: tor p \ a Fire Alarm (Type/Location: t-oc.f*w Fire Extinguisher Requirements: *9 One 2A rated ABC extinguisher for each extinguisher not to exceed 75 feet of travel. f9 An extinguisher with a minimum rating of *"*" sq. ft. or portion thereof with a travel distance to the nearesi _ to be located: ofocfc K. D Other: 8. Additional fire hydrant(s) shall be provided . 9. Exit doors shall be openable from the Inside without the utafof a key or any special knowledge or nort. .10. A sign stating. " This door to remain unlocked during business hours" shall be placed above the main exlt«wd doors CMv.\o : :.11. EXIT signs (6" x 3A" letters) shall be placed over all required exltts and directional signs located as necessary to clearly Indicate the location of exit doors. GENERAL v .12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. .13. Building(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. — r. w.t; gito .15. Comply with regulations on attached sheet(s). 0-~O Report mailed to architect Met with Dale. \.Attach to Plans ARCHITECTURE AND PLANNINC June 12, 1991 Mr. Sergio Azuela ESGIL CORPORATION 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 Re: Hughes North County Associates Leewards Retail Store #91-423 (City of Carlsbad) Project No. 90108-12-01 Dear Mr. Azuela: Pursuant to our conversation on April 17th, we are submitting the attached construction documents (second submittal) for a building permit based on the "Design-Build" approach. The permits would not include mechanical, electrical, lighting, plumbing or fire sprinkler systems. These systems are to be designed and submitted for permits by the appropriate subcontractors after the shell permit has been issued. See attached Specification Divisions 15-16. I spoke with Carter Darnel of the City of Carlsbad on April 24, 1991 regarding this type of submittal. He requires a note on the Title Sheet stating that "occupancy will not be permitted until plans for Tenant Improvements have been approved". This is Note #11 on our Title Sheet Therefore, we are requesting a permit for the building shell, adjacent site work, and interior partitions as shown on the attached Tenant Improvement drawings. A portion of the mechanical, electrical, and plumbing work has been designed by the Tenant Improvement architect and by the Design-Build Mechanical Engineer. 'These drawings have been included for reference, but are not coordinated and stamped for final permits. We apologize if this causes confusion. Sincerely, Donna M. Burns DBislh enclosures (see attached List of Enclosures) cc: John Potter/Hughes Investments Brian McConnell/Hughes Investments G. Reeslund/SGPA IRVINE • SA\ DIK;O • SAK FRANCISCO 2603 MAIN STREET, SUITE 810, IKVINL. CA 92714, (714) 251-0131, FAX (714) 251-0501 CIMJRMAN • A.D. ALLAHD. AIA • ARO-HJ tcT MEMBERS AME-RLCAN INSTITUTE OF ARCHITECTS LIST OF ENCLOSURES #91-0423 Leewards Retail Store Hughes North County Associates City of Carlsbad Plan Check - Second Submittal: - (2) sets revised plans including Tenant Improvement Drawings - 6/5/91. - (2) sets Specifications - 5/24/91. - (2) Title 24 Reports - 5/30/91. . - (2) Soils Foundation Review - 5/20/91. - (2) Soils Investigation Report - 11/13/86. - (2) Geotechnical Investigation - April, 1982. - (1) Plan Correction Sheets - 6/11/91. - Self-addressed stamped envelope. COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW (CHECK ONE) REVISED BUILDING P.C. N0.:_ APPLICATION NO.: BY:iLW INDUSTRIAL CLASS; 3& DATE: £-n.^)) Signature Qw City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT GENERAL : APPLICANT; SITE ^ ADDRESS: /6 3 O TYPE OF BUSINESS: $&Tf\-\ I . APPLICANT'S ADDRESS;flu^Jl^lAlO B. WASTES AND^QCESSING: (Check where applicable) fL\JtlUE- ic Waste Only |_| Industrial Waste |_J Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): A , (0/0 GENERAL DESCRIPTION OF PROCESS (If Applicable): C. WASTES TO BE DISCHARGED TO SEWER: WASTE: TREATED: (Check One) UNTREATED! QUANTITY: AVERAGE (Daily) MAXIMUM GPD GPD (Gallons Per Day) REPRESENTATIVE OF FIRM; SIGNATURE: (Print DATE: 3 City of Carlsbad Community Development November 21, 1991 Brian C McCoonell, AIA Director of Development Services Hughes Investments PO BX 8700 Newport Beach, Ca 92658-8700 LEEWARDS STORE, 1838 MARRON RD, CB 910423 Building, CB 911228 Ten Imp This letter will confirm our discussion at the counter on November 20, 1991. The purpose of your visit was to discuss the valuations we assigned to the permits which are the subject of this letter. You brought with you a signed contract from a very reputable contractor that showed the actual estimate of the cost to be about thirty percent lower than the valuations on each permit. This is rarely the case because our valuations are those published In Building Standards; the result of their research through the United States six times a year. We determined that this might be an unusual case because the entire store was moving into a new location within the center, and was taking along much of its equipment, interior structure, glazing, etc. I asked you why this subject had not been discussed when the valuations were determined, before the permits had been issued. You explained that the information had only recently become available to you, and that an inexperienced person had obtained both permits. Because your organization has been building in our city since 1986, and has an unblemished reputation, 1 agreed to review the actual construction costs of both the building and the tenant improvement when both were completed, and you agreed to give me a computer printout of your actual construction If these costs were less than the valuations, I agreed to accept ippllcation for a refund. We both agreed that for future valuation adirfstments, the discussion would be held before the permits are issued, 'copy of this letter and the contract budget sheets will be filed In permit file. CARTER DARNELL 2075 Las Palmas Drive • Carlsbad, California 92OO9 - (619)438-1161 * * s a 51p\ n » o r iVI •-< PI (A Ci- X ~r -n '**{:Jjrrriilxftf>$ »» -n •»» -n n8£f*t^oprrmH»-'wMwJ&t-izi&rfcC*z»;oxzato.rfrxgecHl&ci''"''*•*.'*i» n i»iM X rv m3*5*H -o< r MgitSm rAMI *O Mn> j §H T tfl m n t'i »* >- M m O« p w 3D (flwwo-j- 8i«*jas**'jBMjSwr^a^eixrtniOOm-i^^D^f*!;!^^I r »£n- W <1 * W . , . . .«»fCHSt/>«>* x E * * o^060^*r c *-m M *JgCMW* r^»Qx» a o ?Cft Mu u o aooOMO w o W t- 0*00000000 V M « m *- c» u \f (4 u M c -J w« M rjuM %i m LI o19 M o "J f? 9 MO t>U»OOO*OtpO OOb4V-UiOltU|O*OOOOU'OOO 8 fr H* ^5O O O >- O IJ tri . C 0 0 0 t-1 Voo o o »• HO * tJ M '•*8 t^ O -J MMI • ^4 W -4 9i tD *J (B 'm<sj 1CO ' 1111 1 1 (A(N i «-4» * e- 1 H« • • in*5 o w i£ w - - ^ * •9- W> O O O CD O 11 • 0I ff 1 O1 0 -3I X X** & i m m'-. * . w ' **• wo ^ ^ * i r H•»i a o o • ^»OOO»rOi 3« m! ot r ! ot -*1 H Xc« i M n- i Ui: T * -*O * I MOOOoOO*! 3i mii i-i n1 Sffff'•*(•* t X «(Jt 4) vj | m S u 9 » * * * w-J O Q O ^ f* O 111» ri m. i 0 O*OOOO*OOOOinO (A <£ XS8O X•sj H0 Um £* MK> »'U Cf CD O W *k O. 0 CD -V *- -^IA (AM oN -»c3 I" EXHIBIT E W M w ° "* *t*N w g w g ww PI O z v3PROF5»XB-. VS«H'rtV MO oV MM** 9- M -JMO S58 CO« •m (ft fr 0 SB v Cu trt *Jtic •i- -C Cft t-* a z W J> Z f n ^ (4 O O O •4 ft W Op « K] -f f si : *4 * * .i* ccoo W oooooooo M0) o o 5? .* 88 IcC O 10 14 O 5 ;f o o o o-g • o»5 u> ?• i» -J56&B fc EXHIBIT E - CONTINUED _» 9 «i > tf o *iS3 » n »;• c 3 M* "* "••**MO Mfc a EXHIBIT E -, CONTINUED \ IMPROVEMENT BUILDING PERMIT 11/20/91 10:10 Page 1 of 1 Job Address: 1838 MARRON RD Str: Permit Type Parcel No: Valuation: Construction Type: VN Occupancy Group: B2 Class Code Description: 16610 SF LEEWARDS RETAIL STORE : SEE 91-423 FOR SHELL BUILDING MARRON RD COMMERCIAL TENANT 348,810 Permit No; Project No; Development No: Fl: Ste: CB911228 A9101547 Appl/Ownr BURNS, DONNA 2603 MAIN ST #810 IRVINE, CA 92714 OWNER *** : HUGHES NORTH COUNTY ASSOC 2 CORPORATE PLAZA 250 NEWPORT BEACH, CA 92660 Fees Required (SPR) (714) Lie. Status; Applied; Apr/Issue: Validated By: 251-0131 ISSUED 08/30/91 11/04/91 CD OWNER 714 759 9531 ******Fees Collected & Credits *** Fees: 15,193.00 Ad j ustments : . 00 Total Fees: 15,193.00 Fee description Building Permit Plan Check Strong Motion Fee Enter "Y" to Autocalc License Tax > C.F.D. * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Each Plumbing Fixture or Trap > Each Building Sewer > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Three Phase Per AMP > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > * MECHANICAL TOTAL Total Credits: Total Payments: Balance Due: Units Fee/Unit 14 2.50 1 6.50 600 .50 4 9.00 3 4.50 .00 15,193.00 .00 Ext fee Data 1511.00 982.00 73.00 6348.00 Y 5860.00 14774.00 7.50 Y 35.00 6.50 49.00 5.00 Y 300.00 305.00 15.00 Y 36.00 13.50 65.00 \BUILDING PERMIT 11/20/91 10:11 Page 1 of 1 Job Address: 1838 MARRON RD Str: Permit Type: COMMERCIAL BUILDING Parcel No: Valuation: 679,124 Construction Type: VN Occupancy Group: B2 Description: Fl Permit No Project No Development No: : Ste: CB910423 A9100504 Class Code:BLDG E 16610 SF RETAIL SHELL LEEWARDS STORE. NO OCC UNTIL CTI.SP187 Appl/Ownr: HUGHES NORTH COUNTY ASSOC TWO CORPORATE PLAZA 250 NEWPORT BEACH, CA 92660 Status; Applied: Apr/Issue: Validated By: 714 759-9531 ISSUED 03/08/91 09/10/91 CD *** Fees Required ******Fees collected & Credits *** Fees: Adjustments: Total Fees: Fee description 21,092.00 .00 21,092.00 Total credits: Total Payments: Balance Due: Units Fee/Unit .00 21,092.00 .00 Ext fee Data Building Permit Plan Check Strong Motion Fee or manually enter P.F.F. > 7069.00 F.M.F./G.M.F. and Zone(99) > Traffic Impact Fee > 2800.00 Enter Number of EDO's (info only) > 3.12 MFF > 6864.00 * BUILDING TOTAL 2580.00 1677.00 102.00 7069.00 2800.00 6864,00 21092.00 01 Z HI Iff « CD f VV> ^ ^ V><O O O O OMO MOt4OMO*OOOQOOOOOCOCOOO^UiOOOaO 1 MX ! PI OI W -4I I X a ! c w>j w w *- c> 1 1 u-. w u M c 'J y> M w O NI •* x i r -if M M *4 m V» U- 0 I- M si |> O W O tf . -»l O 0 O • 1-1UiOOC»O(/iOOOOtfru>OftUiOlOOoOU>OOOoOO»OOONJrO t 3 u w K>OOOO™oQOH0 i mI OI r-i S* -i iM t M m- I Irt . COCOOOK>OOOOfcoOOH0OOOOOOO--jC>C»OslOOO5oO»lo5 .AOX,APPROX.AftARSr os§£ *» n6 iff t- K) r w MKJ •.-^l (^ m OOi -. ^ "Vft (/>« -<1 KRp9m 0rR • * * *0- f *- isi *• o> _ i H M*-OM A U I* O O I) *m k tj O H u• * •-to p w V V V 01 a*4 . 10 N tt (4 • *«--- «M *P$tj 0 si to ff- 4 In * I r o U"5S^. 9- «>O_! « M M V> wV M <- n ii 1- I M14 I w• If I viWNl-O*gO-J-JOM^«* « • i r EXHIBIT E § ns i1ft Or g I •. M 5 8SB u*IJ -C MO oVNM*- a. WO U» p O (4rJ M t-«•U> Co si M N, 4 M »- *->- U* Ui *••***" ^ *"gmstmi (A MttZP •J fc *- p- tJ •*i *w v -• * —*J P 0 s| £ m OOO-OOOOvyiOoOCt* COOO.' M COOOOOO-S M00 S 88 «5OOCOK'COO EXHIBIT E - CONTINUED HOW EXHIBIT E -, CONTINUED TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS DATE \&- \]*&&— l . JOB NO. BY M\&> SUBJECT <&) ^HPtf <&&& \A\^O tr^foP SHEET_ SAN DIEGO. ^ W TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN opo. c DATE \g~&?'#> f JOB MO. 8&*A BY Alt^> SUBJECT. '"" ' '" ^ " "SHEET_£. OF. T. STRUCTURAL CALOULATIONS for NORTH COUNTY PLAZA -LEEWARDS CARLSBAD CA. Architect SGPA Date 2/19/91 TRAVIS, VERDUGO, CURRY & ASSOC. STRUCTURAL CONSULTANTS 444. CAMNO DEL RIO SOUTH SUITE 110 SAN DIEGO, CALIFORNIA 92108 PHONE (619) 291-2800 FAX (619) 291-0613 TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, C SUBJECT JOB NO. SHEET OF IMDE.X TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTSDATE k?-^-yi BY SAN DIEGO, CA JOB NO. SHEET VM HF TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA MTV 7/e?/j&fe JOBNO. BY t33^ SUBJECT , 'NCg^f' SslMH ffJ^V SHEET..OF. P-ll IW 1.* I.*- C |.&t«f TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURE CONSULTANTS SAN DIEGO, CA JOB NO. SHEET. DATE .JY_ * 0.1 1*. SUBJECT..OF. (fr 4) ^te^/pftete- $w~) TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS DATE I'J^'^il JOB NO. BY «JS^> SUBJECT SHEET SAN DIEGO, c .OF. V ^15 ' <S- TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS DATE I. 16"- =31 t JQBNQ. BY *J&f3 _ SUBJECT NgPflJ &PJMV FlA=A _ SHEET SAN DIEGO, OF X- 10'i .1 rn: ^ 4? \\£. TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO,4>nATF 1-J'i ^ JOBNO ~ir<?» BY J&S SUBJECT SHEET fr % OF AS f- TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, < \&> RATF ' ir-'il .mflNn BY vl&5 SUBJECT Nr>£fJ ^Jf-^V K>£As SHFFT •^f J ^r?^. B?4- OF y , i ^^ Ij i i1 ; Jt \ *~: ^.ft V* 1. 14 ,u*> f TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, <0-DATE I MM- 11 jQBNO ^\\»7V'~ DV \"P~>^-,HI — J i •• rj SUBJPCT M5^---! ^u^"-f P-A^A. SHEPT 6^ OF __ r fi /• -rU 44- 7.7 > 6TD __f / V TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS DATE i'll'^l JOB NO BY -J&S SUBJECT MOgthi £g>JjJT< rl^^ SHEET. SAN DIEGO, C OF - 14 JIZ -2-^ > " - 4 ^Vfr X. > A TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO,<*>DATE 'H-ni RY J&5 ___ SUBJECT M*£rU oyJ\^i JOB NO. , '-ASA SHEET ft ^ "- * &2. ^ OF P4 +—t 1 ,J. f •if "- vu-^-u ( Jf^/yN • -.r - -Mo C') ^ Iws" \\\ \ / TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS DATE_L£L±i__ . JOBNO BY -J£°b _ SUBJECT KJCgr4 ^JrJiT-f fLAZA. _ SHEET SAN DIEGO, c OF uu- t- ^ VM •. 4,' 'v^e) -r .*«>£> /r A .T TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, c + DATE 1 * \n> 11 BY J&$ SUBJECT KJfiPT* JOB NO. "*' J C0>JTy fLASA SHEET £"l ^?fffi- OF ^ ^ iA i - I H fru-^ -W.!1 ,= IM i if t f ys- 11*5 TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS MS,.*- SAN DIEGO, < DATE, BY_ i-9 SUBJECT JOB NO. SHEET .OF. ggp \7 > v 1,4 A » ROBERT PRATER ASSOCIATES Consulting Soil, Foundation A Geological Engineers Robert R. Prater, C.E. 1942-1980 Wm. David Hespeler, C.E. May 20, 1991 239-6N, 91-253 Hughes Investments Post Office Box 8700 Newport Beach, California 92658-8700 Attention: Mr. Brian McConnell Re: Leeward's Building Review of Foundation and Grading Plans North County Plaza Carlsbad, California Gentlemen: In accordance with your request we have reviewed the foundation and grading plans and specifications for the subject project. We previously performed a geotechnical investigation for the entire North County Plaza site the results of which were presented in our report titled "Preliminary Geotechnical Investigation, North County Plaza, Carlsbad-Oceanside, California", datea April 30,1982. An update report titled ^Update Report, North County Plaza, Carlsbad Tract 85-2, Carlsbad, California4, was issued on February 24, 1986. An earthwork observation and testing services report including Building Pads E and F was issued on November 13, 1986. Our update geotechnical reconnaissance report for the proposed Leeward's building was recently issued on January 14, 1991. In addition, a letter was issued on February 4, 1991 regarding an increase in the allowable soil bearing pressure from 2,700 pounds per square foot (psf) to 3,000 psf under a seismic loading condition. The purpose of our review of the plans and specifications was to offer an opinion whether the plans and specifications conform to the recommendations of our previously referenced reports. Based on our review it is our opinion that from a geotechnical standpoint the foundation and grading plans and specifications conform to the recommendations of our previous reports for the project. Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in Beu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Wm. D. Hespeler, G WDH:lsCopies: Addressee (1) SGPA Architecture & Planning, Attn: Ms. Donna Burns (3) 10505 Roselle Street, San Diego, California 92121 • (619) 453-5605 FAX: (619)453-7420 ROBERT PRATER ASSOCIATES <*f Robert R. Prater. C.E. 1942-1980 Consulting Soil, Foundation & Geological Engineers / w<n. David Hespeler, C.E. January 14, 1991 239-6N, 91-16 . Hughes Investments P. 0. Box 8700 Newport Beach, California 92658-8700 Attention: Mr. John Potter Re: Update Geotechnical Reconnaissance Leeward's Building (Building Pads E and F) North County Plaza Carlsbad, California Gentlemen: In accordance with your request we have performed an update geotechnical reconnaissance for the proposed Leeward's building at the North County Plaza in Carlsbad, California. The purpose of the update geotechnical reconnaissance was to evaluate the current subsurface soil conditions at the site with respect to the proposed building construction and to provide updated recommendations concerning the soil and foundation engineering aspects of the project. It is our understanding that the existing structures on Building Pads E and F will be demolished and the new Leeward's building will be constructed on the two building pads which will be extended east of Pad E and west of Pad F. We previously performed a geotechnical investigation for the entire North County Plaza site the results of which were presented in our report titled "Prelimin^rY rrentetftnical T^vestiga- tion. North County Plaza, Carlsbad-Occanside fialifarnia". nated April 30. 1982. An update****"*^*^F'f^*^&**^^*if**^^^^m^^—^f**~**^m^ff'''at''**''*ft*^*&"*4tfl*^PV''*'¥3ifr^**^m^f*'*ir~'9i^^F$^^i j~t i • £report tinea "update Report, worm county Plaza, Carlsbad Tract 85-2, Carlsbad, Califor- nia'1, was issued on February 24. 1986. An earthwork observation and testing services report including Building fads hi and F was issued niy Mpyemher l^lftSfa SCOPE This update reconnaissance report includes the results of our site reconnaissance, review of our previous work performed at the site, and analysis of the proposed construction, and presents our recommendations with regard to the soil and foundation engineering aspects of the proposed building construction. No subsurface exploration work or laboratory testing of samples was performed. SITE CONDITIONS The site for the proposed Leeward's building is partially occupied by existing shop buildings E and F and partially by landscape and asphalt concrete pavement areas adjacent to the existing buildings. Tne average site elevation is about 20 feet. JThe site is in general underlain hv anflinp fill soils to a depth of about 18 feet overlying alluvial soils comprised of about 70 feet of soft clay and 15 feet of medium dense siltv sand. The fill and alluvia^ feet. are junderlain by very de^ silty sanfl ftormational sandstone) at a depth of about 103 The upper fill soils underlying the major portion of the footprint of the proposed 10505 Rosellc Street, San Diego, California 92121 • (619) 453-5605 FAX: (619) 453-7420 January 14, 1991 239-6N, 91-16 Page 2 Leeward's Building were previously removed and recompacted under our observation (see attached Figure l£ Existing fills in the northeast corner of the proposed building (shown cross hatched on Figure 1) were not previously removed and recompacted under our observation. Portions of the existing fill soils that were not previously removed and recompacted may possess a medium to high potential for expansion. CONCLUSIONS AND RECOMMENDATIONS Based on the results of our site reconnaissance, previous work at the subject site, and engineering analysis, it is our opinion that the site is suitable for construction of the proposed building provided the conclusions and recommendations presented in our previous investigation report datefl AorU 30. Ip82| as well as the followin supplemental recommen- dations are incorporated into the desin and construction of mesign and construction of me project. trolled fill soilsThe principal feature of concern at the site is the presence of existing uncnn __ __ in ^e iflQftflea^ corner of the proposed building that were not removed and recompactecF during the previous grading operations at the site. In order to preclude the possibility of the proposed building being subject to excessive total and differential settlements resulting from compression of these existing fill soils we recommend that these existing fill soils be removed and recompacted. Supplemental earthwork and foundation recommendations are presented in the following paragraphs. The opinions, conclusions, and recommendations presentedi in. ti^is report are contingent upon Robert Prater Associates h?i^g retained toreview the finalHPIE^^^^^tfteM_«b^wwv'>l~~~^B^~" , i^~™™"«^»^i^Si«BBta*^JSHW«^^*T*»-*^^*|fc^—^H^^^^^B^ii«"™specmcauons as they are developed and to observe the site earthwork and inst Foundations..anon of A. Earthwork 1. Clearing and Stripping The site should be cleared of all obstructions including any debris resulting from the demolition of existing buildings and pavements and any other miscellaneous trash and debris that may be present at the time of construction. After clearing, the ground surface in landscape areas should be stripped of all surface vegetation and associated root systems. Prior to any filling operations, the cleared and stripped materials should be disposed of off-site. 2. Treatment of Existing Fills In order to provide suitable support for the proposed building we recommend that existing fill materials in the northeast corner of the proposed building be removed and recom- pacted. The recompaction work should consist of a) removing the existing fill materials down to a depth of about 10 feet, and b) replacing the materials as compacted structural fill. The actual depth of removal of the fills should be determined by our representative during the excavation work based on his examination of the soils being exposed. The approximate limits of removal and recompaction should extend 10 feet beyond the perim- eter of the northeast corner of the building. Any unsuitable materials such as perisnable Januaiy 14, 1991 239-6N, 91-16 PageS debris or asphalt and concrete rubble should be selectively removed as directed by our representative and disposed of off-site. 3. Excavation Based on the results of the exploratory borings and our experience with similar soils, it is our opinion that the required site excavations can in general be accomplished utilizing ordinary heavy earthmoving equipment. The lower several feet of removal, however, will require the use of a "mud" cat or backhoe due to the soft bottom conditions anticipated. In addition, the bidding contractors should not be relieved of making their own independent evaluation of the excavatability of the on-site materials prior to submitting their bids. 4. Material for Fill All on-site soils with an organic content of less than 3 percent by volume are in general suitable for reuse as fill with the exception of the clayey, dredged material underlying the existing pavement areas which should not be used as fifi below the proposed building. Fill material should not contain rocks or lumps over 6 inches in greatest dimension and not more than 15 percent larger than 2-1/2 inches. No more than 25 percent of the fill should be larger than 1^4-inch. Any other potentially expansive clayey soils removed from the required excavations should only be reused as fill below a depth of 12 inches below the finished site grades. Imported fill material should be a low-expansion potential (U.B.C. expansion index of 30 or less), granular soil with a plasticity index of 12 or less. All materials for use as fill should be approved by our representative prior to filling. It should be noted that depending on the time of the year that construction is undertaken and the depth of the required excavation for the required removal and recompaction, the soils removed from the excavation may be in a saturated or near-saturated condition. If this occurs, it will be necessary to allow the materials to dry sufficiently to allow for proper compaction before they can be reused as fill or backfill. 5. Compaction All structural fill should be compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D 1557-78. Fill material should be spread and compacted in uniform horizontal lifts not exceeding 8 inches in uncompacted thickness. Before compaction begins, the fill should be brought to a water content that will permit proper compaction by either: 1) aerating the fill if it is too wet, or 2) moistening the fill with water if it is too dry. Each lift should be thoroughly mixed before compaction to ensure a uniform distribution of moisture. 6. Temporary Construction Slopes Temporary cut-slopes required for removal and recompaction of the existing fill soils should be no steeper than 1 (horizontal) to 1 (vertical). Some localized sloughing or ravelling of the soils exposed on the slopes, however, may occur. Since the stability of temporary construction slopes will depend largely on the contractor's activities and safety precautions (storage and equipment loadings near the tops of cut-slopes, surface drainage provisions, January 14, 1991 239-6N, 91-16 Page 4 etc.) it should be the contractor's responsibility to establish and maintain all temporary construction slopes at a safe inclination appropriate to his methods of operation. 7. Trench Backfill Pipeline trenches should be backfilled with compacted 311. Backfill material should be placed in lift thicknesses appropriate to the type of compaction equipment utilized and compacted to a minimum degree of compaction of 90 percent by mechanical means. In pavement areas, that portion of the trench backfill within the pavement section should conform to the material and compaction requirements of the adjacent pavement section. Our experience has shown that backfills for even shallow, narrow trenches, such as for irrigation and electrical lines, which are not properly compacted can result in problems, particularly with respect to shallow ground water accumulation and migration. 8. Drainage Positive surface gradients should be provided adjacent to the building and roof gutters and downspouts should be installed so as to direct water away from foundations ana slabs toward suitable discharge facilities. Ponding of surface water should not be allowed, especially adjacent to the building or on pavements. 9. Construction Observation Variations in soil and geologic conditions are possible and may be encountered during construction. In order to permit correlation between the preliminary soil and geologic data and the actual conditions encountered during construction and so as to aid in evaluating conformance with the plans and specifications as originally contemplated, it is essential that we be retained to perform on-site review during the course of construction,. All earthwork should be performed under the observation of our representative to assure proper site preparation, selection of satisfactory fill materials, as well as placement and compaction of the fills. Sufficient notification prior to earthwork operations is essential to make certain that the work will be properly observed. B. Foundations 1. Footings Wfi rfitOnimpn4 tnat *ne proposed building be supported Qn^onventional. individual-spread and/or continuous footing foundations bearing on well-compacted fill material. All footings should be founded at least 18 inches below the lowest adjacent finished grade. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 8 feet of horizontal cover or 1-1/2 times the width of the footing, whichever is greater,~b~etween tne slope face and outside edge of the footing at the footing bearing level. Footings located adjacent to utility trenches should have their Bearing surfaces situated below an imaginary 1-1/2 to 1 plane projected upward from the bottom edge of the adjacent utility trench. January 14, 1991 239-6N, 91-16 PageS At the recommended depths footings may be designed for allowable bea ' * I live loads nciuding wind or seismic. The footings should, however, h; 12 inch e loads an res of ps£for all width ofhowever, have a. and bottom reinforcement to provide ±000 pounfo per square foot (psf) for combined dead and loads, including wind or seismic. The footings should, how 12 inches. All continuous footings should contain top and structural continuity and to permit spanning of local irregularities. We recommend that a minimum of ftvp No. 4 top and two No. 4 Bottoin reinforcing bars be provided in the footings. In order tor us to offer an opinion whether the footings are founded on soils of sufficient load bearing capacity, it is essential that our representative inspect the footing excavations prior to the placement of reinforcing steel or concrete. A settlement analysis was performed to evaluate potential settlements of the proposed building occurring as a result of the new fill and building loads. Floor elevations of the existing buildings provided by Stuart Engineering indicate a total settlement of about 0.6 inch since the time of initial construction. Based on the settlement data of the existing buildings we have estimated the compressibility characteristics of the soft clay deposits underlying the site. Utilizing a consolidation settlement program (TCON1) we have estimatea potential settlements of the Leeward's building from estimated new fill and building loads of 60 and 70 psf, respectively. Our calculations show the maximum estimated post-construction differential settlement to oe less than 1/4-inch in 20 feet horizontally which corresponds to an angular distortion of 0.001 radians. This value is generally considered to be the threshold for architectural damage for the type of construction proposed for the site. 2. Slabs-On-Grade Concrete slabs-on-grade may be supported directly on low-expansipn potential compacted till soil. Slab reinforcing as well as slab thicknesses should be designed in accordance with the anticipated use of and loading on the slab. As a minimum, however, we recommend that the slabs should have a minimum thickness of 4-1/2 inches and be reinforced wiUjJafi^ - W1.4xW1.4 gelded wire fabric to minimize hairline cracking of the slabs due to concrete shrinkage. The wire fabric should be supported on small concrete block chairs or equivalent prior to placement Of concrete an(^not hqoked jnt0 place in the slab. It has been our experience that hooking the wire fabric to lift it into position during placement of the concrete is not always effective and often results in the wire fabric being positioned at the bottom of the slab. In areas where moisture-sensitive floor coverings are to be utilized and in other areas where floor dampness would be undesirable, we recommend that consideration be given to providing anjmpermeable ^nembrane beneath the slabs^ The membrane should be covered me sana snou 3. Limitations HVmMH^M*^^I^BMI^B|*l|VH^^^'WB^Pl'*'iBVIMj^k^^^^^^^^^^^^^^^^^^^^^'^^^^^Aof sand (minimum sand equivalent ot 3U) to protect it during construction, nld De lightly moistened just prior to placing the concrete. The recommendations presented in this report are specifically for the construction of the proposed Leeward's building at North County Plaza in Carlsbad, California. Our office January 14, 1991 239-6N, 91-16 Page 6 should be notified of any changes in the proposed construction for further recommenda tions, if necessary, based on our review. As grading and foundation plans are developed we should be retained to review them for conTormance to our recommendations, we recommend that our office review any other plans which may affect the geotechnical conditions on-site such as landscaping, irrigation, plumbing, or other similar type plans. The satisfactory performance of the site is also dependent on proper maintenance. Proper maintenance includes, but is not limited to, providing and maintaining good drainage away from structures and slopes, establishing good vegetation cover on slopes, and avoiding excess irrigation. Significant variations in geotechnical conditions may occur with the passage of time due to natural processes or the works of man on this or adjacent properties. In addition, changes in the state of the practice may occur as a result of legislation or the broadening of knowledge. Accordingly, the conclusions and recommendations presented in this report should be reviewed and updated, if necessary, after a period of two years. Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Wrn. D. Hespeler, G.E. WDH:ls Attachment Copies: Addressee (2) SGPA, Attn: Mr. Geoff Reeslund (4) Stuart Engineering, Attn: Mr. Alex Nunez (2) LEGEND Proposed new building ;~ Limits of previous removal and recompaction Limits of proposed removal and recompaction for new building Approximate Scale (feet) 0 25 50 140 Base: Site plan dated December 11, 1990 prepared by SCPA Architecture £ Planning. ROMRT PftATIft ASSOCIATES Consulting Soil. Foundation & G*o'o0ico' Engine*'! SITE PLAN NORTH COUNTY PLAZA-LEEWARD'S BUILDING Carlsbad, California PROJECT NO- 239-6N DATE January 1991 Figure ROBERT PRAtER ASSOCIATES Robcrt *• *««- C.E. 1942-1980 Consulting Soil, Foundation & Geological Engineers Wm. David Hespeler, C.E. February 4, 1991 239-6N, 91-60 Hughes Investments Post Office Box 8700 Newport Beach, California 92658-8700 Attention: Mr. John Potter Re: Leeward's Building North County Plaza Carlsbad, California Gentlemen: In accordance with the request of your structural engineer, Mr. Dave McMaster of Travis, Verdugo, Curry and Associates, we are responding to a question regarding allowable soil bearing capacity for the subject project We previously performed a geotechnical investiga- tion for the entire North County Plaza site the results of which were presented in our report titled "Preliminary Geotechnical Investigation, North County Plaza, Carlsbad-Oceanside, California11, dated April 30, 1982. An update report titled "Update Report, North County Plaza, Carlsbad Tract 85-2, Carlsbad, California", was issued on February 24, 1986. An earthwork observation and testing services report including Building Pads E and F was issued on November 13, 1986. Our update geotechnical reconnaissance report for the proposed Leeward's building was recently issued on January 14, 1991. In our January 14, 1991 update report we recommended that footings be designed for allowable soil bearing pressures of 2,000 pounds per square foot (psf) for combined dead and live loads and 2,700 psf for all loads, including wind or seismic. According to Mr. McMaster a few of the grade beams for the shear walls of the existing shop buildings that will be retained may transmit a soil bearing pressure of about 3,000 psf under seismic loading conditions. These grade beams are founded about 36 inches below lowest adjacent finish grade. The question was raised as to whether a[ soil bearing pressure of 3,000 psf under seismic loading conditions is acceptable from a geotechnical standpoint. Given soft subsurface conditions at the site the magnitude of the allowable soil bearing pressure is governed primarily by considerations of tolerable settlement under sustained dead plus live loads. Since seismic loads are of a temporary nature the impact on settlement as a result of an additional 300 psf of applied stress over a very short period of time should be minimal. Therefore, in our opinion, a soil bearing pressure of 3,000 psf under a seismic loading condition should have no impact on the foundation stability of the grade beams. R *ra "'* W dl^ii FEB06J991 10505 Rosclle Street, San Diego, California 92121 • (619)453-5605 FAX: (619)453-7420 February 4, 1991 239-6N, 91-60 Page 2 Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Wm. D. Hespeler, G.E. WDH:so Copies: Addressee (1) Travis, Verdugo, Curry and Associates, Attn: Mr. Dave McMaster (2) SGPA Architecture & Planning, Attn: Mr. Geoff Reeslund (1) ROBERT PRATER ASSOCIATES Robert R Prater, C.E. 1942-1980 Consulting Soil, Foundation & Geological Engineers Wm. David Hespeler, C.E. November 13, 1986 239-6E, 7482 Hughes Investments 2 Corporate Plaza Suite 250 Newport Beach, California 92660 Attention: Mr. Brian McConnell Re: Earthwork Observation and Testing Services Building Pads A through H and J North County Plaza Carlsbad, California Specific Plan 187 Gentlemen: In accordance with your request we are providing earthwork observation and testing services in connection with the subject project. We previously per- formed a geotechnical investigation for the entire site the results of which were presented in our report titled "Preliminary Geotechnical Investigation, North County Plaza, Carlsbad-Oceanside, California," dated April 30, 1982. Earlier earthwork observation and testing services reports dated November 30, 1982 and November 28, 1983 were issued for the project. A foundation investi- gation report for Buildings 1 through 5 dated August 16, 1983 was issued for the project. An update report dated February 24, 1986 was issued for the project. Earlier earthwork observation and testing services reports dated November 19, 1985 and November 5, 1986 were issued for Building Pads P and N, respectively. In addition, a letter dated November 11, 1986 was issued regarding building pad elevations. Commencing on May 1, 1986 our representatives have been present at the site to observe the earthwork operations and to provide field density testing services in connection with the current grading operations. The results of the field density and laboratory compaction tests for the building pads are presented in the attached Tables A and B, respectively. The approximate locations of the field density tests are shown on the attached Grading Plans, Sheets 2 and 3 of 3. The grading operations for the building pad areas included the removal of the import fill soils from Buena Vista lagoon and the removal and recompaction of the underlying older fills as recommended in the April 30, 1982 report. The approximate limits of the removal and recompaction areas are shown on the attached grading plans. 10505 Roselle Street, San Diego, California 92121 • (619)453-5605 FAX: (619)453-7420 November 13, 1986 239-6E, 7482 Page 2 Based on our observations and the attached test results it is our opinion that Building Pads A through H and J have been satisfactorily completed and suitably prepared for construction of the proposed buildings with the following additional recommendations. The results of swell tests performed on samples of the exposed subgrade soils are presented in the attached Table C. In order to mitigate the potential for slab damage as a result of the expansion characteristics of the exposed subgrade soils which possess a moderate potential for expansion (greater than 3.5 percent and less than 5.0 percent), we recommend that the exposed subgrade soils for Building Pads A, D, E, F, H and J be scarified to a depth of 8 inches, moisture conditioned to 4 percent above laboratory optimum and recompacted to 90 percent relative compaction. This condition should be maintained up until the visqueen and sand layer is placed for the slab areas. For Building Pads B, C and G no remedial work is needed. Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATEScu Jojpm A. LaBar, C.E. 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C9 ^3 ^3 ^?p^ co PO fo c^ fo ^o ^0 co co co cr ^x ir ^r ^r ^r +•»OO>*- +J(/)01 ^<00)c o+•• • 2!CQ (9 • JJ C C ^ i OJ3 * .-(0 O ^H "5 > Q (UIA — ** c * ? 5 0)•:•*-• "O *S > ui_ 0> Ol~j; o ~ 3• _. y) O JIAZ *j £ O M i- a> C3.WU *J (ft* A) _ L. *JCOGO r- C *^ ^» *™*- -g a> 2.s = EgO O C u_ s ID s r~ f>l CO V)0) o•z. 239-6E TABLE B LABORATORY COMPACTION TEST RESULTS (ASTM D1557-78) Compaction Maximum Optimum Test Description Source of Dry Density Water Content (Curve) No. of Material Material (pcf) (%) 1 SANDY CLAY (CL), On-site 119.4 13.8 dark grayish brown 2 SANDY CLAY (CL), On-site 120.4 13.5 dark gray 3 SILTY CLAY (CH), On-site 109.4 17,1 dark gray 4 SILTY-SANDY CLAY On-site 118.5 14.0 (CL), gray 5 CLAYEY SAND (SC), On-site 126.0 10.0 grayish brown 6 CLAYEY SAND (SC), On-site 126.0 10.0 light yellowish brown 7 CLAYEY SAND (SC), On-site 127.5 9.5 grayish brown 8 SILTY SAND (SM), On-site 121.0 12.4 yellowish brown 9 CLAYEY SILT-CLAYEY On-site 124.7 10.5 SAND (ML-SC), gray 10 CLAYEY SAND (SC), On-site 121.5 11.7 brown 11 CLAYEY SAND (SC), On-site 124.5 10.5 tan 12 WELL GRADED GRAVEL On-site 134.8 7.7 (GW), brown 13 SANDY CLAY-CLAYEY On-site 123.5 10.7 SAND (CL-SC), grayish brown 14 WELL GRADED GRAVEL Import 140.0 6.1 (GW), gray. Class 2 Aggregate Base 15 SILTY SAND (SM), Import 114.0 14.8 yellowish brown 239-6E TABLE C RESULTS OF EXPANSION TESTS Test No. & Location 1 2 3 4 5 6 7 8 9 Pad A Pad B Pad C Pad D Pad E Pad F Pad G Pad H Pad J Sample Depth (Feet) FSG FSG FSG FSG FSG FSG FSG FSG FSG Water Content Initial Before Dry Density Saturation (pcf) (%) 111.4 111.2 110.8 110.5 108.5 114.4 115.7 121.3 118.5 6.4 6.0 8.8 16.1 4.7 6.5 7.0 3.4 4.6 Water Content After Saturation (%) 26.2 24.6 23.5 27.9 26.3 24.7 23.8 20.6 22.5 Surcharge Pressure Swell (psf) (%) 144 144 144 144 144 144 144 144 144 3.9 2.5 1.6 4.8 4.5 3.6 3.3 4.1 4.8 I • I •• • • • •• • • PRELIMINARY GEOTECHNICAL INVESTIGATION FOR NORTH COUNTY PLAZA CARLSBAD-OCEANSIDE, CALIFORNIA APRIL 1982 ROBERT PRATER ASSOCIATES Consulting So/I. Foundation £ Geological Engineers ROBERT PRATER ASSOCIATES *obe" * Protsr-c e 1942 '98° Consulting Soil, Foundation & Geological Engineers w™- David ^espe/er, C.E. April 30, 1982 239-6, 4565 Hughes Investments c/o SCPA Planning & Architecture P. 0. Box 33326 San Diego, California 92103 Attention: Messrs. Ron Roberts and Geoff Reeslund Re: Preliminary Geotechnical Investigation North County Plaza Carlsbad-Oceanside, California Gentlemen: In accordance with your request we have performed a preliminary geotechnical investigation for the subject project. The accompanying report presents the results of our field investigation and engineering analysis. The soil and foundation conditions are discussed and preliminary recommendations for the soil and foundation engineering aspects of the project are presented. If you have any questions concerning our findings, please call. Very truly yours, ROBERT PRATER ASSOCIATES Wm. D. Hespeler, RCE No. 76,222 WDH:ls Copies: Addressee £16) 10505 Jfosefle Sfreer. San Diego, California 92121 • (619) 453-5605 PRELIMINARY GEOTECHNICAL INVEST1GATIO For NORTH COUNTY PLAZA Carlsbad-Oceanside, California To HUGHES INVESTMENTS c/o SGPA Planning & Architecture P. 0. Box 33326 San Diego, California April 1982 TABLE OF CONTENTS Page No. Letter of Transmittal Title Page Table of Contents INTRODUCTION 1 SCOPE 1 SITE CONDITIONS 1 A. Site History 1 B. Surface 2 C. Subsurface 3 D. Seismic Considerations 3 E. Groundwater 4 CONCLUSIONS AND RECOMMENDATIONS 4 A. Preliminary Earthwork Recommendations 4 1. Preparation for Filling 4 2. Fill Adjacent to Existing Sewer 5 3. Installation of Settlement Monuments 5 4. Dredge Fill Materials 5 5. Compaction 5 B. Foundations 6 1. One and Two-Story Structures 6 2. Driven Pile Foundations 7 3. Drainage Pipes 8 C. Pavements 8 Figure 1 - Site Plan APPENDIX A - FIELD INVESTIGATION A-1 Figure A-1 - Key to Exploratory Boring Logs Exploratory Boring Logs 1 through 8 BIBLIOGRAPHY PRELIMINARY GEOTECHNICAL INVESTIGATION FOR NORTH COUNTY PLAZA CARLSBAD-OCEANSIDE, CALIFORNIA INTRODUCTION In this report we present the results of our preliminary geotechnical investi- gation for the subject site located southeast of the intersection of State Highway 78 and Marron Road. The northern portion of the site (about 8 acres) Is located in the City of Oceanside and the southern portion of the site (about 16 acres) is located in the City of Carlsbad. The purpose of this investiga- tion was to develop general information regarding foundation conditions at the site for use in the preliminary planning stages of the project. It is our understanding most of the site will probably be developed in one and two-story commercial/office buildings. However, two office buildings, five to six stories high, may also be constructed. It is our understanding that building pads will be established at a minimum elevation of +19, requiring up to 4 feet of fill in most portions of the site. Dredged material from the Buena Vista Lagoon may be spread on the site and dried for use as fill in non-building areas. Drainage pipes will be placed in the two north-south trending channels in the northern portion of the site and the channels will be backfilled. In addition, the north-south trending channel along the east boundary of the southern portion of the site will be backfilled. SCOPE The scope of work performed for this investigation Included a review of avail- able reports regarding the soil and geologic conditions at the site, a review of reports regarding the history of previous fill placement, a limited subsur- face exploration program, engineering analysis of previous settlement and field data, and the preparation of this report. The data obtained and the analyses performed were for the purpose of providing preliminary design and construction criteria related to the geotechnical engineering aspects of the proposed devel- opment. SITE CONDITIONS A. Site History The site was originally overgrown with tule bulrushes. Grading under the observation of LeRoy Crandall and Associates began in January 1968 when the surcharge fills from the Phase I development of the existing Plaza Camino Real 239-6 Page 2 shopping center were removed and placed on the central portion of the site south of the main channel. The bulrushes were burned with diese! fuel and a platform fill was pushed out over the wet area. From an initial elevation of approximately +5 this portion of the site was raised to elevations ranging between +15 and +20. Sometime prior to this filling three settlement markers (Nos. 7, 8, and 9) were placed. Filling resumed in August 1968 and the result- ing finish elevations varied from +17 to +21. The settlement markers were read periodically from January 1968 until January 1972. Total recorded settlements ranged from approximately 23 to 25 inches due to the weight of about 14 to 15 feet of fill. Filling on the remaining portions of the site (the area north of the main channel, an area just south of the main channel and extending about 250 feet east of Marron Road, and an area at the southeast corner of the site which extends about 200 feet north of Marron Road) began in May 1972 under the obser- vation of Woodward-Gizienski & Associates. This filling operation also included the placement of fill (and surcharge fill) along the alignment of Marron Road and at the intersection with Jefferson Street. Woodward-Gizienski & Associates monitored twenty-one settlement markers (15 of which were on site) and measured settlements up to about 16 inches under 16 feet of fill. Our research has not revealed any documentation as to when the existing channels were constructed or any documentation regarding the placement of fill on the site since 1972. However, based on our review it appears that the southern channel was not excavated until about 1978. Our comparison of the elevations and topographic features depicted on an A.L.T.A. Survey based on aerial photo- graphy dated August 1979 and a Boundary and Topographic Survey based on aerial photography dated January 25, 1982, indicates that in general the site eleva- tions have not changed significantly except for the southeast corner of the site which in 1979 was stockpiled with soil up to el. +42 and Area A indicated on the Site Plan, Figure 1, which had an elevation as low as +12 at that time. When and where the stockpile was disposed of and the length of time it was present are not known. A bibliography of materials reviewed regarding the site history is included following Appendix A. B. Surface The site of the proposed development is presently vacant and irregular in shape with a plan area of approximately 24 acres. The Buena Vista Creek, flowing to the west, divides the site into north and south parcels. Both north and south portions of the site are relatively flat with ground surface elevations ranging from approximately el. +15 to el. +20. In general, the ground surface slopes gently towards the Buena Vista Creek. The northern portion of the site consists of approximately 8 acres, divided by two open, uniined drainage channels which begin at the northern boundary of the site. Each channel carries storm runoff to the Buena Vista Creek from culverts passing beneath State Highway 78. A relatively large pile of dumped fill is present along the western edge of the easternmost drainage channel. The remaining 16 acres are located south of the Buena Vista Creek. An uniined drainage channel is present in the northeast portion of this parcel. The channel flows to the northwest and carries runoff from the paved parking east of the site. A man-made closed basin, with a plan area of roughly 40,000 square 239-6 Page 3 feet, is present in the southwest, adjacent to Marron Road (Area B on site plan). Surface vegetation, both north and south of the creek, ranges from essentially nil areas to areas of dense short grass and weeds. In addition, dense growths of weeds and bushes are present in some channel locations and in the ponded, basin area adjacent to Marron Road. At the time of this investigation several locations at the site were flooded with shallow standing water from recent rainfall. C.Subsurface The preliminary subsurface exploration was performed using a truck-mounted, continuous-flight auger to investigate and sample the subsurface soils. Eight exploratory borings were drilled during the period of February 5 to March 5, 1982, to a maximum depth of 132 feet at the approximate locations shown on the Site Plan, Figure 1. Logs of the borings and details regarding the field investigation are presented in Appendix A. The subsurface soils encountered in the borings consisted in general of about 16 feet of compacted fill underlain In turn by; natural soft silty clay, medium dense silty and clayey sands, and formational sandstones and claystones to the depths explored. The soft silty clay varied In overall thickness from about 20 to 70 feet with thin to thick (up to 10 feet) interbedded layers of silty and clayey sands. The medium dense silty and clayey sands are considered to be ancient alluvial soils and vary in overall thickness from 4 to 70 feet. The formational sandstones and claystones were encountered at depths ranging between 55-1/2 and 131 feet. The boring logs and related information depict subsurface conditions only at the specific locations shown on the site plan and on the particular dates designated on the logs. Subsurface conditions at other locations may differ from conditions occurring at these boring locations. Also, the passage of time may result in changes in the subsurface conditions due to environmental changes D.Seismic Considerations The San Diego area is considered by geologists and seismologists to have a tow to moderate seismic rating. Based on our review of some available published information including the County of San Diego Faults and Epicenters Map, there are no active or potentially active faults known to pass through the site. The prominent fault zones generally considered to have the most potential for earthquake damage in the vicinity of the site are the active Elsinore and San Jacinto Fault Zones located approximately 23 and 43 miles northeast of the Site, respectively. The postulated off-shore extension of the Rose Canyon Fault Zone is located approximately 6 miles southwest of the site. No earth- quake epicenter clusters are associated with this fault system and the Rose Canyon Fault Set is not classified as active under current accepted criteria. Although research on earthquake prediction has greatly increased in recent years, seismologists have not yet reached the point where they can predict when and where an earthquake will occur. Nevertheless, on the basis of current technology, it is reasonable to assume that the proposed buildings will be 239-6 Page 4 subjected to at least one moderate earthquake during their design life. During such an earthquake, the danger from fault offset through the site is remote, but relatively strong ground shaking Is likely to occur. Strong ground shaking not only can cause structures to shake, but it also has the potential for Including other phenomena that can indirectly cause substan- tial ground movements resulting in damage to structures* These phenomena include seisrnically induced waves such as tsunamis and seiches, inundation due to dam or embankment failure, landsliding, lateral spreading, differential compaction, and ground cracking. Another potential hazard which can result from strong earthquake ground shaking Is soil liquefaction. Based on our preliminary analysis, some of the natural sandy soils underlying the site are potentially liquefiable during the maximum anticipated probable earthquake on the Elsinore Fault Zone. However, in light of the fact that the potentially liquefiable sands are at least 30 feet below the finish site grades, it is our opinion that liquefaction could result in severe architectural damage but the possibility of structural failure is remote* E. Groundwater Free groundwater was encountered in ail the exploratory borings at the time of drilling at depths of approximately 14 to 16 feet; the exact depth to a stabi- lized groundwater level was not established. It must be noted, however, that fluctuations in the level of groundwater may occur due to variations in the sustained level of water In the Buena Vista Creek, ground surface topography, subsurface stratification, rainfall, and other possible factors which may not have been evident at the time of our field investigation. CONCLUSIONS AND RECOMMENDATIONS From a soil and foundation engineering standpoint, it Is our opinion that the site is In general suitable for the proposed construction of one to six-story buildings. The primary features of concern at the site are 1) the presence of underlying deep deposits of compressible lagoon sediments which are subject to relatively large long term settlements due to increased fill and/or building loads, and 2) the complex nature and history of previous site loading which has resulted from earthwork operations dating back to 1968. Earthwork recommenda- tions for preparing the site to receive proposed dredge fill material and treatment of the dredge fill material are presented in the following section. In addition, our preliminary evaluation and recommendations regarding building siting and foundation types are also presented. A. Preliminary Earthwork Recommendations 1. Preparation for Filling After the site has been stripped of vegetation and the channels and basin have been cleared of vegetation, debris, and unsuitable material, the exposed subgrade soils In those areas to receive fill should be scarified to a depth of 8 inches, moisture conditioned, and compacted to the requirements for structural fill. Any dumped fill soils or loose surface soils should be completely removed down to well compacted soil and replaced as compacted structural fill. The depth and area! extent of any required removal should be determined by the soil 239-6 Page 5 engineer's representative at the time of construction based on an examination of the soil exposed. In addition, prior to filling with dredge material we recommend that the site be surface graded to create a flat planar surface and the resulting subgrade be compacted with rubber tired equipment to minimize infiltration of water from the dredge materials. 2. Fill Adjacent to Existing Sewer No fill, including channel backfill, should be placed within 30 feet of the existing sewer line along the south edge of Buena Vista Creek during the Initial filling operations. Depending on settlements observed adjacent to this area, it may be possible to place fid within those limits at a later date. 3. Installation of Settlement Monuments To assure that settlements are occurring at the rates estimated and to provide additional information on settlement characteristics of different portions of the site, it is essential that settlement measuring devices such as settlement plates be installed within the existing fills and monitored on a regular basis. These devices should be installed under the direction of the soil engineer prior to placement of any fill (including the proposed dredge fill) and should be read once immediately after installation, once a week during placement of fill and the subsequent month, and once a month thereafter. 4. Dredge Fill Materials It is our understanding that approximately 85,000 cubic yards of dredge material from the Buena Vista Lagoon may be spread on the site for use as fill in non- building areas. Based on our review of a report prepared for the California Department of Fish and Game, dated January 1982, the lagoon sediments consist of silty sands and silty clays. According to the report the silty sands had water contents that ranged between 10 and 20 percent and the clays between 50 and 110 percent; completely dry silty clay samples had a shrinkage factor of 46 percent. These test results indicate that 1} in general the dredged material will be of low strength characteristics and will be a poor pavement subgrade soil, 2) an extensive period of time will be necessary to dry the more clayey soils so they can be properly compacted, and 3) after drying and compaction the more clayey soils will occupy only 55 to 65 percent of their original volume. With regard to drying back of the dredge material to allow for proper compac- tion, it is our opinion that the material should be placed in lifts no greater than approximately 1-1/2 feet before drying and compacting. Based on coastal evapotranspiratlon rates and with continuous mixing we estimate that 1-1/2 feet of dredge material could be dried back to near optimum moisture contents in about one month during the months of August through October. An alternative to drying back the dredge material by mixing would be to lime treat the dredge material. Lime treatment could reduce the dry back time to several weeks. In addition, the lime treated soils would possess much better pavement subgrade qualities. 5. Compaction All fill should be compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D 1557-78. Fill material should be spread and 239-6 Page 6 compacted in uniform horizontal lifts. Before compaction begins, the fill should be brought to a water content that will permit proper compaction by either: 1) aerating and/or lime treating the fill if it is too wet, or 2) moistening the fill with water if it is too dry. Each lift shouid be thoroughly mixed before compaction to ensure a uniform distribution of moisture. B. Foundations 1. One and Two-Story Structures Based on our review and analysis of the previous site history including settle- ment monument data by Crandali and Woodward-Gizienski, it is our opinion that relatively light one and two-story structures (column loads not exceeding 150 kips) with finish floor elevations not exceeding +19 may in general be supported on conventional footing foundations in most portions of the site. Due to reported marginal compaction of some of the previous compacted fill at the site it will be necessary to support these structures on mats of properly recompacted fill. With the exception of the areas labeled A and B on the site plan, we estimate that the grade and building conditions described in the previous paragraph would result in long-term settlements of up to 5 inches over a period of 20 years. If the site Is raised to approximately elevation +18 for a period of one year (as a result of dredge filling operations) we estimate that approxi- mately one Inch of settlement would occur in that time period. Of the remaining 4 inches approximately 1-1/2 inches would occur throughout the site independent of loading conditions. Based on the preceding, it is our opinion that differential settlements for proposed one and two-story buildings supported on footing foundations and a recompacted fill mat with finish floor elevations no higher than +19 should be within tolerable limits for most of the site (with the exceptions noted previ- ously). The recompacted fill mat beneath buildings should extend down to approximately elevation +8. The prism of recompacted fill beneath buildings should extend a minimum of 10 feet beyond the perimeter limits of the buildings at the base of the required excavations. Within the constraints outlined above, we recommend that proposed one and two-story buildings be supported on conventional, individual-spread and/or continuous footing foundations bearing on well-compacted fill material. All footings should be founded at least 18 inches below the lowest adjacent finished grade. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 8 feet of horizontal cover or 1-1/2 times the width of the footing, whichever is greater, between the slope face and outside edge of the footing at the footing bearing level. Footings located adjacent to utility trenches should have their bearing surfaces situated below an imaginary 1-1/2 to 1 plane projected upward from the bottom edge of the adjacent utility trench. At the recommended depths footings may be designed for allowable bearing pres- sures of 2,000 pounds per square foot (psf) for combined dead and live loads and 2,700 psf for ail loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should contain top and bottom reinforcement to provide structural continuity and to 239-6 Page 7 permit spanning of local irregularities. In order to assure that footings are founded on soils of sufficient load bearing capacity, it is essential that the soil engineer inspect the footing excavations prior to the placement of rein- forcing steel or concrete. With regard to buildings encroaching on Areas A and B, due to the variation in loading history between these areas and the remainder of the site it will be necessary to preload these building sites with surcharge fill to mitigate the potential for excessive differential settlements. Surcharging (preloading) techniques require that several feet of fill (in addition to that required to raise the site grade to the desired level) be placed over the areas to be occupied by buildings. The additional fill weight consolidates the underlying soft deposits for a period of time such that a major portion of the anticipated ultimate settlements occur prior to construction. The required thickness of surcharge fill is dependent upon the anticipated building loads, the thickness of the compressible layer, the expected settlements under the proposed added fill and building loads, and the time available to complete the surcharge program. Due to the variable loading history. If building pads are constructed in these areas it would be necessary to preload the areas to such an extent as to essentially preclude consolidation settlements under permanent loads. We estimate that this could require surcharge fills of IS to 30 feet for a period of one to two years. If it Is necessary to site buildings in these areas, detailed surcharging programs should be developed for the specific locations, final grade, and building size. Alternatively, driven pile foundations could be utilized with a reduced surcharging program. 2* Driven Pile Foundations Buildings which are higher than two stories or which have individual column loads which exceed about 150 kips should be supported on driven, end-bearing pile foundations. Based on our preliminary analysis, piles driven a minimum of five feet into dense formational material will develop an allowable end bearing resistance of about 100 kips per square foot. The depth to formational material encountered in the exploratory borings and the anticipated lengths for piles driven in the vicinity of the borings is presented in the following table. Exploratory Boring No. 1 2 3 4 S 6 7 8 Depth to Formatlonal Material (ft.) 124 106 131 55-1/2 102-1/2 124 75 58 Anticipated Pile Length (ft.) 129 111 136 60-1/2 T07-T/2 129 80 63 In order to preclude damage to the ground floor slabs of buildings supported on pile foundations resulting from long term settlement of the underlying compres- sible soils, ground floor slabs should be designed as a structural floor. In addition, utilities for pile supported structures should be designed to accom- modate the anticipated settlement of the surrounding ground surface relative to the structure. 239-6 Page 8 3. Drainage Pipes It is our understanding that 42-inch and double 48-inch drainage pipes will be installed in the north-south trending channels in the northern portion of the site. We estimate that up to 10 inches of settlement will occur along the channels resulting from the placement of 11 to 12 feet of compacted fill in the channels. We recommend that the channels be properly cleared and backfilled before installation of the pipes and that the backfill remain in place as long as feasible prior to installing the drainage pipes. In addition, we recommend that asphalt coated steel pipe be used in lieu of concrete pipe due to the anticipated settlements. C. Pavements In our opinion the proposed dredge fill materials would provide suitable support for pavements after they have been dried and properly compacted. However, due to their inherent poor pavement subgrade characteristics, it will be necessary to utilize heavier than normal pavement structural sections. For preliminary planning purposes we estimate that the pavement sections should consist of 2 Inches of asphalt concrete on 9 inches of aggregate base in auto- mobile parking areas and minor traffic channels, 2-1/2 inches on 11 inches in major automobile traffic channels, and 3 inches on 13-1/2 inches in areas subject to truck traffic. Detailed pavement section recommendations should be developed, at the completion of rough grading based on the results of R(Resis- tancej-value tests performed on samples of the subgrade soils actually exposed. A-1 APPENDIX A FIELD INVESTIGATION The field investigation consisted of a surface reconnaissance and a subsurface exploration program using a truck-mounted, continuous-flight auger. Eight exploratory borings were drilled during the period of February 5 to March 5, 1982, at the approximate locations shown on the Site Plan, Figure 1. The soils encountered in the borings were continuously logged in the field by our repre- sentatives and described in accordance with the Unified Soil Classification System (ASTM D 2487). Logs of the borings as well as a key for soil classifi- cation are included as part of this appendix. The boring locations shown on the site plan were estimated from topographic features depicted on an A.L.T.A. survey of the site prepared by Rick Engineering Company based on aerial photo- graphy dated August 1979. Representative samples were obtained from the exploratory borings at selected depths appropriate to the investigation. AH samples were returned to our laboratory for evaluation and testing. Standard penetration resistance blow counts were obtained by driving a 2-inch O.D. split spoon sampler with a 140-pound hammer dropping through a 30-inch free fall. The sampler was driven a maximum of 18 inches and the number of blows recorded for each 6-inch interval. The blows per foot recorded on the boring logs represent the accumu- lated number of blows that were required to drive the last 12 inches or portion thereof. Samples contained in liners were recovered by driving a 2.5-inch I.D. California sampler 18 inches into the soil using a 140-pound hammer. Boring log notations for the standard split spoon, California sampler, and Shelby tubes as well as for jar samples taken from auger cuttings are indicated below. [jj Standard Split Spoon Sampler M California Sampler indicates a jar sample taken from auger cuttings. Shelby Tube The boring logs show our interpretation of the subsurface conditions on the dates and at the locations indicated, and it is not warranted that they are representative of subsurface conditions at other locations and times. PRIMARY' DIVISIONS GROUP SYMBOL SECONDARY DIVISIONS oen QUJZ SCJ UJ COcc§ cc o < 1- UlCC COO ~ 5 GRAVELS MORE THAN HALF OF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE SANDS MORE THAN HALF OF COARSE FRACTION IS SMALLER THAN NO. 4 SIEVE CLEAN GRAVELS (LESS THAN 5% FINES) GW Well graded gravels, gravel-sand mixtures. little or no fines. GP Poorly graded gravels or gravel-sand mixtures, little or no fines. GRAVEL WITH FINES GM Silty gravels, gravel-sand-si It mixtures, non-plastic fines. GC Clayey gravels, gravel-sand-clay mixtures, plastic fines. CLEAN SANOS CLESS THAN 5% FINES) sw Well graded sands, gravelly sands, little or no fines. SP Poorly graded sands or gravelly sands, little or no fines. SANOS WITH FINES SM Silty sands, sand-silt mixtures, non-plastic fines. sc Clayey sands, sand-clay mixtures, plastic fines. o QUJZ £O UJ E U- OC O «i £ « f in _j *~ 5 H SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 50% ML Inorganic silts and very fine sands, rock flour, silty orclayey fine sands or clayey silts with slight plasticily. CL Inorganic clays of low to medium plasticity, gravellyclays, sandy clays, sHty clays, lean clays. OL Organic silts and organic silty clays of low plasticity. SILTS AND CLAYS LIQUID LIMIT IS GREATER THAN 50% MH Inorganic stirs, micaceous or diaiomaceous fine sandy orsilly soils, elastic silts. CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity, organic silts. HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. 200 DEFINITION OF TERMS U.S. STANDARD SERIES SIEVE 40 1O CLEAR SQUARE SIEVE OPENINGS 3/4" 3" 12" SILTS AND CLAYS SAND FINE MEDIUM COARSE GRAVEL FINE COARSE COBBLES BOULDERS GRAIN SIZES SANDS.GRAVELS AND NON-PLASTIC SILTS VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE BLOWS/FOOT1 0-4 4-10 10-30 30-50 OVER 50 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 BLOWS/FOOT* 0-2 2-4 4-8 8-16 16-32 OVER 32 RELATIVE DENSITY CONSISTENCY Number of blows of 140 pound hammer falling 30 inches to drive a 2 inch O.D. O-3/8 inch I.DJ split spoon CASTM D-1586). ^Unconfined compressive strength in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test CASTM D-1586), pocket peneuometer, torvane, or visual observation. ROBERT PRATER ASSOCIATES Comu"mg Soil Foundofron 4 Geo'ogico' Engineers KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System CASTM D-2487) NORTH COUNTY PLAZA Carisbad-Oceanside, California PROJECT NO. 239-6 DATE April 1982 Figure A-1 DRILL RIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAYEY SAND and SANDY CLAY (fill) FILL| SILTY SAND (fill?) SILTY CLAY with thin inter- bedded layers of SILTY SAND Note: The stratification lines represent the approximate boundary between material types and the transition may begracual. SYM BOL COLOR gray- ish brown brown gray gray- ish brown and gray CONSIST. medium dense/ stiff very loose soft SOIL TYPE sc CL SM CH DEPTH (FEED - - 2 - - 4 -_ - 6 - - -10- -12- - 14- -16- - 18 - 9n -22- 4 M -24- - 26- -28- 3ft— • 32- - 34 - - 36- - 38 - - 40 SAMPLERX X LOGGED BY JB DATE DRILLED 3/4/82 PENETRATIONRESISTANCE(BLOWS/FT.)6 2 7 13 WATERCONTENT (%)Ul < t3 > £• 0.16 0.19 UNCONFINEDCOMPRESSIVESTRENGTH I(KSF) 1EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soi/. Foundation AGfoiogicai fngiiwen Carlsbad— Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 1 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (apprOX.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY with thin Inter- bedded layers of SILTY SAND SANDY CLAY Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM BOL COLOR gray- ish brown and gray gray ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers CONSIST. soft stiff very stiff SOIL TYPE CH CL DEPTH (FEET) - 4z - 44 - — -46 - -48 - 50 -52 - M •* - 54 - V ™ -56 - +* ^ - 58 - .../;n ...OU '"• - -62 - -64 - -66 - - 68 - -72 - -74 - - -76 - - 78 - - -80- LOGGED BY JB DATE DRILLED 3/4/82 SAMPLER 1X X X PENETRATIONRESISTANCE(BLOWS/FT.)13 6 10 18 WATER ICONTENT {%) |SHEAR ESTRENGTH 1BY TORVANE 1(KSF) 10.18 0.23 UNCONFiNEDCOMPRESS1VESTRENGTH1 (KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 1 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (approx.) LOGGEDBY JB BORING DIAMETER 8 Inches DATEDRILLED 3/4/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYMBOL COLOR gray and gray- ish brown ROBERT PRATER ASSOCIATES Cofuilimg Soil, foundation & Geological Engmeen CONSIST. medium dense- dense medium dense SOIL TYPE SM DEPTH (FEED -82 - - 84 - - 86 - - fin -CO -90- • v -92 - - 94 - -96 - - 98 - -100- -102- -104- -106- -108- -no- -112- -114- -116- -118- -120-SAMPLER1 i^^— *•PENETRATIONRESISTANCE(BLOWS/FT.)42 20 16 25 WATERCONTENT (%)E* SsiS5|££ *£UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 1 (pg. 3) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 15 (apprOX.) LOGGEDBY jg BORING DIAMETER g Inches DATEDRILLED 3/4/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SJLTY SAND SILTY CLAY (formationa! mudstone) Bottom of Boring = 126 Feet Note: The stratification (fries represent the approximate boundary between materiw types and the transition may be gradual. SYM BOL COLOR gray olive ROBERT PRATER ASSOCIATES Consuming Soil, Foundation & Geological Engineer! CONSIST. medium dense hard SOIL TYPE SM CH / DEPTH (FEED -122- - 124- ^^ ^BB ^ « ^ M 1* ^ ** ^ ^M M ^ ^ ^ *• ^ 41 SAMPLERX PENETRATIONRESISTANCE(BLOWS/FT.)27 138 WATERCONTENT <%)I-111?zsiicsge*«s UNCONRNEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside. California PROJECT NO. DATE 239-6 April 1982 3ORING NO. 1 (pg. 4) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 21 (approx.) LOGGED BY LTJ BORING DIAMETER 8 Inches DATE DRILLED 2/5/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS S1LTY SAND and CLAYEY SAND with scattered cobbles (fill) FILL f S1LTY CLAY Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM BOL ROBERT PRATER ASSOCIATES Coniu/dng Soil. Foundation £ Geo'ogica' Engineers COLOR gray- ish brown gray CONSIST. medium dense soft SOIL TYPE SM sc CH DEPTH (FEET) - 2 - - 4 - • 6 - V -* - 8 - -10- - 12 - - 14 - — 16 ~ - 18 - ?n — - 22 - - 24 - - 26 - - 28 - 30 - 32 - - 34 - -36- - 38 - -40-SAMPLERX — i ^~™ >< X X T PENETRATIONRESISTANCE(BLOWS/FT.)41 36 34 7 8 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)0.17 0.22 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 SORINGNO. 2 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 21 (apprOX. BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY some thin layers of silty and clayey sand from 61 to 90 feet) Note: The stratification lines represent the approximate be gradual. SYM BOL COLOR gray ROBERT PRATER ASSOCIATES Consulting Soil. Foundation 4 Geological Snginaen CONSIST. soft SOIL TYPE CH DEPTH (FEED - -42- - 44 - - 46- - 48- 50 - 54 - - 56 - - 58 - AO — f\) — -64 - -66 - -68 - 7n _ -72 - -74 - -76 - -78 - - °o _..^JU ) LOGGED BY LTJ DATEDRILLED 2/5/82 SAMPLERPENETRATIONRESISTANCE(BLOWSflT.)6 16 10 WATERCONTENT (%)'I1 0.21 UNCONFJNEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 2 (pg. 2) DRILLRIG Continuous. Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 2 1 ( approx . ) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY SILTY SAND SILTY SAND (formational sandstone) Bottom of Boring = 115 Feet Note: 7*ia stratification lines represent the approximate boundary between material types and the transition may begraouai. SYM BOL COLOR gray gray gray ROBERT PRATER ASSOCIATES Contulting Soil. foundofron & Geological Engineers CONSIST. soft medium dense very dense SOIL TYPE CH SM SM DEPTH (FEET) -82- -84- - 86- - 88- ^ ^ onyu -92- - 94- - 96- - 98 - 100— ~ 102 -104- - 106 - -108- -110- -112- -114- -116-s AMPLERX >S LOGGED BY LTJ DATE DRILLED 2/5/82 PENETRATIONRESISTANCE(BLOWS/FT.J14 97 9" lOf 6"WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)UNCONRNEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORINGNO. 2 (pg. 3) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION ,7 (approx.) LOGGED BY LTJ BORING DIAMETER g |nches DATEDRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAYEY SAND with scattered cobbles (fill] SANDY CLAY (fill) SILTY SAND (fill) i FILL I SILTY CLAY 5ILTY SAND Note: The stratification tinea eeprasent the approximate boundary between material types and the transition may be gradual. SYM BOL COLOR gray- ish brown dark gray- ish brown gray black gray gray CONSIST. medium dense soft- firm loose soft medium dense SOIL TYPE sc CL / SM CH SM DEPTH (FEET) -2 - -4 - • ™ - 6 - * ™ - 8 - -10- - 12 - - 14 - ~ 16 - 18 - -20- - 11 - - ?A - -26 - -28 - *3fiou -32 - •w ^ -34 - -36 - -38 - -40-SAMPLERX X X X j PENETRATIONj RESISTANCE(BLOWS/FT.)32 7 5 14 13 WATERCONTENT (%)£*£&5r-2i££ 5g2* »£ 0.13 UNCONRNEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil, foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 SORING NO- 3 (pg. 1) DRILLRIG Continuous- Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION \J (approx.) LOGGEDBY LTJ BORING DIAMETER 3 Inches DATEDRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS Interbedded SILTY CLAY and SANDY SILT SILTY CLAY SILTY SAND Note: Tha stratification lines represent the approximate bounoary between rnateriai types and the transition may begraoual. SYM- BOL COLOR gray/ dark gray dark gray gray ROBERT PRATER ASSOCIATES Consuming Soif. Foundation & Geo'ogico' Engineers CONSIST. soft- firm soft medium dense SOIL TYPE CL ML CH SM DEPTH (FEED -42- - - 44 - - 46- - 48 - 50 - 52 - - 54 - -56 - - 58 - /n - 62 - -64 - -66 - - 68 - 70 -72 - -74 - -76 - -78 - -80 —SAMPLERPENETRATIONRESISTANCE(BLOWS/FT.!5 5 13 25 WATERCONTENT (%)£ =5fi|m z iti|25£ 0.19 0.14 0.26 UNCONFINEDCOMPRESSIVESTRENGTH(KSFJEXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 3ORING NO. 3 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATEH Not Established SURFACE ELEVATION 17 (apprOX.) LOGGEDBY L~TJ BORING DIAMETER 8 Inches DATEDRILLEO 3/1/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND Note: The stratification lines represent the approximate . boundaiy between material types and the transition may be gradual. SYM BOL COLOR gray ROBERT PRATER ASSOCIATES Consy/jing Soil. Foundolion 4 Geologicof Enprneen CONSIST. medium dense dense SOIL TYPE SM DEPTH (FEET) -82- - 84 - - 86 - - 88 - -90- - 92 - - 94 - - 96 - - 98 - -^00- -102- -104- -106- -108- -110- -112- -114 - -1 1A- 1 lo -118 - H20-SAMPLER |PENETRATIONRESISTANCE(BLOWS/FT.)18 15 41 33 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 3 (pg. 3) .1 • DRiLLRiG Continuous Flight Auger DEPTH TO GROUNDVWTER Not Established SURFACE ELEVATION -jy (aDprOx.) LOGGEDBY LTj BORING DIAMETER g |ncnes DATE DRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND CLAYEY SAND {formational sandstone) Bottom of Boring = 131-1/2 Feet Note: The stratification linn represent the approximate boundary Mtween material types and the transition may begraouai. SYM BOL ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engrnecrs COLOR gray brown CONSIST. dense very dense SOIL TYPE SM SC- / DEPTH (FEED -122- •124- -126- V *• •128- -130- -132- *^^^ ^^* ^ ^ V ^ 1^ •• ^ ^ ^v *• ^^^ ^^B SAMPLERX PENETRATIONRESISTANCE(BLOWS/FT.)41 90 WATERCONTENT <%)£2SSI?"IP«Ei —S£UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Ocean side, California PROJECT NO. DATE ( 239-6 April 1982 3OHING NO. 3 (pg. 4) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION jg (apprOX.) LOGGEDBY Jg BORING DIAMETER 3 Inches DATEDRILLED 2/26/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAYEY SAND and SANDY CLAY with scattered cobbles (fill) i FILL ( SILTY CLAY SiLTY SAND with some thin layers of SILTY CLAY Not* The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM- BOL COLOR gray gray- ish brown dark\*ai »\ gray dark gray gray ROBERT PRATER ASSOCIATES Conuillmg Soil, foundofion i Geological Engineers CONSIST. medium dense/ very stiff loose/ soft soft- firm medium dense SOIL TYPE SCI CL CH SM DEPTH {FEED - - - 2 -_ _ _ 4 . - A -- o — - 8 - in1U_ -12 - - 14 - • M -16 - _ _ -18 - -20- -22 - -24 - -26 - -28 - -30- - - I32 I -34 - -36 - -38 - - - -40 —SAMPLER— — 7>? ' \ ^' JX __1 1 PENETRATIONRESISTANCE(BLOWS/FT.)45 13 10 9 12 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE0.25 UNCONRNEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING NO. ** lpg« D239-6 April 1982 DRILLFHG Continuous Flight Auger SURFACE ELEVATION 19 (approx.) LOGGEDBY JB DEPTHTOGROUNDWATER Not Established BORING DIAMETER 8 Inches OATEDRILLED 2/26/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND with some thin layers of SILTY CLAY CLAYEY SAND/SILTY SAND (formatlona! sandstone) Jottom of Boring = 65 Feet Note: The strati) icatton lines represent the approximate boundary between material types and the transition may be gradual. SYM- BOL COLOR gray gray- ish brown gray ROBERT PRATER ASSOCIATES Comulring Soil. Foundation 4 Geological Engineers CONSIST. medium dense dense SOIL TYPE SM sc/ SM DEPTH (FEED -42 - - 44 - - 46 - - 48 - -50- - 59 - • 54- -56- - 58 - -60- - 62- r 64- ^66- ^m *ah ^ ^m SAMPLERX X PENETRATIONRESISTANCE(BLOWS/FT.)20 28 93 71 WATERCONTENT (%)SHEARSTRENGTHBY TOR VANEUNCONRNEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 4 (pg. 2) L DRiLLRiQ Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 (approx.) LOGGEDBY JB BORING DIAMETER 8 Inches DATE DRILLED 2/26/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND and CLAYEY SAND (fill) (scattered cobbles) FILL* SILTY CLAY Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM BOL COLOR gray brown dark gray CONSIST. medium dense soft SOIL TYPE SM/ sc CH DEPTH (FEET) - 2 - - 4 - - 6 - - 8 - B — • -10- -12 - * -16 - - 18 - -20- -22 - -24 - -26 - -28 - -30- -32 - -34 - -36 - -38 - ^0-SAMPLER 1X PENETRATIONRESISTANCE(BLOWS/FT.)17 20 5 4 4 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE0.19 0.16 0.14 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil, Foundaiion A Geo/ogico' Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 5 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 (apprOX.) BORING DIAMETER 8 Inches I DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS S1LTY CLAY SILTY SAND Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM BOL COLOR dark gray gray brown ROBERT PRATER ASSOCIATES Consulting Soil. Foondolion 4 Geo/ogicoJ Engineers CONSIST. soft medium dense dense SOIL TYPE CH SM DEPTH (FEET) _ _ -42 - -44 - -46 - -48 - -50- -52 - -54 - -56 - -58 - -60- -62 - -64 - i^ • -66 - -68 - -70- -72 - -74 - -76 - - 78 - -80—SAMPLERX .OGGEDBY JB 3ATE DRILLED 2/26/82 PENETRATIONRESISTANCE(BLOWS/FT.)3 11 37 38 WATERCONTENT (%)lill 0.14 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 5 (pg. 2) ••• ••_ V m m^B — •^1 • * « • •mm ^m DRILLRIG Continuous Flight Auger DEPTH TO GROUNDVVATER Not Established SURFACE ELEVATION 17 (apprOX.) BORING DIAMETER 8 [nches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND SANDY CLAY (formational ctaystone) Bottom of Boring = 110 Feet Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM BOL COLOR gray gray ROBERT PRATER ASSOCIATES Conjuring Soil, Foundation & Geofogicof Engincey CONSIST. medium dense hard SOIL TYPE SM CH DEPTH (FEETJ — -82 - -84 - - 86 - -88 - -90- -92 - -94 - -96 - -98 - HOO- •IP ^ -102- -104- ^" •• -106- -108- LOGGED BY jg DATEDRILLED 2/26/82 SAMPLER* ( X IPENETRATIONRESISTANCE(BLOWS/FT.)45 57 43 127 9"WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)UNCONFINEDCOMPRESSIVESTRENGTH(KSF)* EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING NU. b ipg. Jj239-6 April 1982 II • • DRIU-RIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (approx.) UOGGEDBY JB BORING DIAMETER g Inches DATEDRILLED 3/3/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAYEY SAND (fill) FILL f SILTY CLAY SILTY SAND Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYMBOL ROBERT PRATER ASSOCIATES Consulting Soil. Foundation i. Geological Engineers COLOR brown gray- ish brown gray dark gray CONSIST. medium dense loose- medium dense soft medium dense SOIL TYPE sc CH SM DEPTH (FEET) - — - 2 - • 4 - • 6 - - 8 - -10- -12 -_ u 14 - -16 - -18 - onAJ -22- -24 - -26 - -28 - *>rioU -32 - -34 - -36 - -38 - -40 —SAMPLER5 T7A PENETRATIONRESISTANCE(BLOWS/FT.)19 7 15 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE0.23 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 3ORING NO. 6 (pg. 1) •II DRILLRIG Continuous -Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION Jg (approx.) LOGGEDBY jg BORING DIAMETER 3 Inches DATEDRILLED 3/3/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND SILTY CLAY (some interbedded silty sand) Interbedded SILTY SAND and CLAYEY SAND Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM BOL ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engine*/) COLOR dark gray dark gray gray gray- ish brown CONSIST. medium dense soft medium dense SOIL TYPE SM, CH SM/ sc DEPTH (FEED •• ™ -42- - 44- - 46- - 48- 50 - 52- • 54- - 56 - - 58 - 60 - 62 - - 64 - - 66 - - 68 - 7(1 - 72 - -74 - -76 - - 78 - -80-SAMPLERPENETRATIONRESISTANCE(BLOWS/FT.)8 9 26 21 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)0.17 0.16 0.10 UNCONRNEOCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Ocean side, California PROJECT NO. DATE 239-6 April 1982 3ORING NO. 6 (pg. 2) 11 DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER NOt Established SURFACE ELEVATION 16 (approx.) BORING DIAMETER 3 ,ncnes DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS Interbedded SILTY SAND and CLAYEY SAND SILTY SAND Note: The stratification lines represent the approximate boundary between material types and the transition may b* gradual. SYM BOL COLOR gray- ish brown green- ish gray gray CONSIST. medium dense dense medium dense SOIL TYPE SMsc \ SM DEPTH (FEET) -82^ - 84 - - 86 - - 88 - 90 - 92 - - 94 - - 96 - - 98 - inn— -102- -104- -106- -108- TTn— - 112 - -114 - -116- -118 - -120- LOGGED BY jg DATE DRILLED 3/3/33 SAMPLERX PENETRATIONRESISTANCE(BLOWS/FT.)19 30 22 37 59 WATERCONTENT <%Jliil UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Cons0»,no so.i.foundonon 4 Geoiog.coi Engineers Carlsbad-Occanside, California PROJECT NO. DATE 239-6 April 1982 SORING NO. 6 (pg. 3) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (appTOX.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION / DESCRIPTION AND REMARKS SILTY SAND 1 SANDY CLAY (formational claystone) Bottom of Boring = 130 Feet Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM- BOL COLOR gray gray brown ROBERT PRATER ASSOCIATES Coniulxng Soil, foundation & Geo'ogicof fnginecn CONSIST. medium dense hard SOIL TYPE SM CL DEPTH (FEET1 v -• -122- -126- -128 - ^ ^ LOGGED BY JB DATE DRILLED 3/3/82 1 SAMPLERX PENETRATIORES1STANC(BLOWS/FT.WATERCONTENT (VSHEARSTRENGTHBY TORVAN<KSF>OS"UNCONFINECOMPRESSIVSTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 6 (pg. 4) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION \& (appTOX.) LOGGEDBY LTJ BORING DIAMETER 8 Inches DATEDRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND and CLAYEY SAND (fill) FILL 1 SILTY CLAY [sand lense at 31 feet) Note: The stratification lines represent the approximate boundary Between material types and the transition may be gradual. SYM BOL ROBERT PRATER ASSOCIATES Consulting Sot/, foundation A Geological Engineeri COLOR gray- ish brown and brown gray and gray- ish brown CONSIST. medium dense loose soft SOIL TYPE SM/sc CH DEPTH (FEET} - 2 - - 4 - - 6 - — — - 8 - -10- - 12 - - 14 - - 16 - - 18 - . ,*?ft" £(J -22 - -24 - -26 - -28 - — 3n -32 - -34 - -36 - -38 - -40-SAMPLERX t~ 7 A X PENETRATIONRESISTANCE(BLOWS/FT.)26 8 3 19 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)0.22 0.16 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORINGNO. 7 (pg. 1) DRtLLRiG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION jg (appTOX.) LOGGEDBY L.JJ BORING DIAMETER fi Inches QATEDRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY SILTY SAND CLAYEY SAND (formational sandstone) Bottom of Boring = 80 FeetNote The stratification linefrepresent the approximate boundary between material types and the transition may be gradual. SYM- BOL COLOR gray gray and gray- ish- brown gray- ish brown gray- ish brown ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geo'ogicaJ fngmeert CONSIST. soft medium dense dense dense SOIL TYPE CH SM sc \ DEPTH (FEET) -42 - - 44 - • 46 - - Aft -- *KJ - *\f\OU -52 - - 54 - -56 - -58 - 60 -62 - -64 - -66 - -68 - i ?n,-./U -72 - -74 - -76 - -78 - 4» ^SAMPLERX JX.PENETRATIONRESISTANCE[(BLOWS/FT.)4 17 26 34 120 3"WATERCONTENT <%)•r"1 (C^S3si(%%£*5fi 0.24 UNCONRNEDCOMPRESS1VESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING NO. 7 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO OROUNDWATER Not Established SURFACE ELEVATION 17 (appfOX.) LOGGEDBY [_Tj BORING DIAMETER 8 Inches DATEDRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND and CLAYEY SAND (fill) FILL* CLAYEY SAND (fill?) SILTY CLAY Interbedded SILTY SAND and CLAYEY SAND with some SILTY CLAY and GRAVEL lenses Not* The stratification lines represent the approximate boundary between material types and me transition may be gradual. SYM- BOL ROBERT PRATER ASSOCIATES Conjuring Soil, Foundation & Gvofogicot EngmwM COLOR gray- ish brown light gray gray gray gray CONSIST. loose- medium dense medium dense soft medium dense SOIL TYPE SM< sc sc CH SM/ SC DEPTH (FEET) v « - 2 - - 4 - .» « - 6 - -10- . 19 _~ it. - - 14 - HP « - 16 - - T8 - -20- -22 - -24 - -26 - -28 - -30- - 32 - -34 - r36 - -38 - -40-SAMPLERX X X PENETRATIONRESISTANCE(BLOWS/FT.)21 9 7 30 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)0.21 0.15 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carisbad-Oceanside, California PROJECT NO. DATE 239-6 April 1932 BORINGNO. 8 (pg. 1) II N N DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 1? (apprOX.) LOGGEDBY LTJ BORING DIAMETER 8 Inches DATE DRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS interbedded SiLTY SAND and CLAYEY SAND with some SiLTY CLAY and GRAVEL lenses CLAYEY SAND (formationai sandstone) Bottom of Boring = 69 Feet Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. SYM BOL COLOR gray and gray- ish brown gray- ish brown and orange CONSIST. dense dense SOIL TYPE SM/ SC sc DEPTH (FEET) -42 j -44 - -46 - -48 - -50- -52 - -54 - -56 - - 58 - -60- -62 - -64 - •V V -66 - -68 - -70-SAMPLERX ^PENETRATIONRESISTANCE(BLOWS/FT.)52 45 88 75 WATERCONTENT (%)_iuiijf UNCON FINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-6 April 1982 BORING o , .. NO. 8 (pg. 2) BIBLIOGRAPHY LeRoy Crandall and Associates, "Report of Supplementary Soil Studies, Phase II Development, Proposed Shopping Center, El Camino Real Near The Vista Freeway, Carlsbad, California," June 9, 1967. LeRoy Crandall and Associates, "Inspection and Testing of Compacted Fill, Phase II Grading, Proposed Plaza Camino Real Shopping Center, El Camino Real Near The Vista Freeway, Carlsbad, California," April 29, 1968. LeRoy Crandall and Associates, "Inspection and Testing of Compacted Fill, Proposed Site Improvement and Utility Services, Plaza Camino Real Shopping Center, EJ Camino ReaJ Near The Vista Freeway, Carlsbad, California," June 11, 1969. LeRoy Crandal! & Associates, "Settlement Data, Proposed Phase HI, Plaza Camino Real Shopping Center, Carlsbad, California," February 3, 1972. Woodward-Gizienski & Associates, "Preliminary Soil Investigation, Buena Vista Marshland-Fill Area, Oceanside, California," November 8, 1971. Woodward-Gizienski 5 Associates, "Preliminary Soil Investigation, Buena Vista Marshland-Fill Area, Carlsbad, California," January 24, 1972. Woodward-Gizienski & Associates, "Settlement Analysis, Vista Sanitation District Schedule l-Gravity Sewer Line, Carlsbad, California/1 February 15, 1972. Woodward-Gizienski & Associates, "Final Report of Engineering Observation and Compaction Testing for Buena Vista Lagoon Project, Carlsbad and Oceanside, California," December 7, 1972. Woodward-Clyde Consultants, "Site Expansion Feasibility, Plaza Camino Real, Carlsbad, California," October 18, 1979. California Department of Transportation, Transportation Laboratory, Materials and Research, Engineering Geology Branch, "Geologic Investigation and Soil Analysis of Buena Vista Lagoon, Oceanside, San Diego County," January 1982. ^fNo. // " RECEIVED CERTIFICATION OF COMPLIANCE AUG 1 4 1991 CIT* OF CARLSBAD Plan Check DEVELOPMENT PROCESSING SERVICES DIVISION ~ COi. i*icJ 2075 LAS pALMAS CARLSBAD, CA 92009*rf \^ Ar • 4ii- i f V <••*(619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verifv that che project applicant has complied with the school fee requirements. No buildi-e 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: Project Address: CO Q fM San Marco Unified 1290 West San Marcos Blvd. San Marcos, CA 92024 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) /2^APN: 3* RESIDENTIAL: SQ. FT. of living area SQ. FT. of covered area ___ COMMERCIAL/ INDUSTRIAL: SO. FT. AREA ' 3&/0 A Prepared Bv Number of dwelling units SQ. FT. of garage area Date gy J & / $ / JEfr J 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: $ $ based on based on IO sq. ft.@ sq. ft. (I 4 School District Official /Title Date AS 2926 and SB 201 fees are capped at $1.56 per square foot for residential AB 2926 is capped at $.26 per square foot for commercial/industrial. B U I L D I N G P E R M I 1U/10/91 OB:54 Page 1 of i Job Address: 1838 MARRON RD Str: Permit Type: PLAN CHECK REVISION Parcel No: Valuation: n Construction Type: VN Occupancy Group: Class Code: Description: REBUILD CLOCK TOWER LEEWARDS PCR No: PCR91068 Project No: A9100504 Development No : Fl: Ste: 4764 W10/W. 0001 01 02 C-ffWT 140-00 Appl/Ownr : HUGHES NORTH COUNTY ASSOC TWO CORPORATE PLAZE 3250 NEWPORT BEACH, CA ** * Fees Required *** 714 Status: ISSUED Applied: 10/04/91 Apr/Issue: 10/10/91 Validated By: DC 759-9531 Fees : Adjustments: Total Fees: Fee description Plan Check Revisiorp Credits * * * . 001 . oo 104.00 Ext fee Data 104.00 FINAL APPROVAL DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palnes Dr., Carlsbad, CA 92009 (619) 438-1161 J. FEHMII ITTFE A - U Commercial UJVewTBuiHing U Tenant Improvement B - D Industrial D New Building D Tenant Improvement C - D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration D Duplex D Demolition Q Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other 2. PRCdECT INFORMATION ' PLAN CHECK NO EST.VAL PLAN CK DEPOSIT. VAUD.BY _ DATE A FOR OFFICE USE ONLY Buiraihg or Suite No. Nearest Cross Street LEGAL DESCRIPTION Lot No. Subdivision NameTNumber Unit No.Phase No. CHKX BELOW & i>UHMm'EU: O 2 Energy Gales D 2 Structural Gates D 2 Soils Report D1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPjpSEn USR DESCRIPTION OF WORK # OF STORtE; 3. UUNTALTI PiHSUN NAME CITY ditlerent from applicant) STATE ADDRESS ZIP CODE DAY TELEPHONE NAME CITY J// U IAJ.N l HAL. 1UK LJACjtlNl rUK (JtJN 1KAC.1UH LJUWNhH ADDRESS 2 ZIP CODE FOR UWNLR STATE . fe/o DAY TELEPHONE fa I 4) "2S \- O I •=> I b. I'KLH'liKlTf UWWKH NAME CITY O. UUN1KAL.UJK NAME CITY k. STATE STATE STATE LIC. # ADDRESS ZIP CODE ADDRESS ZIP CODE LICENSE CLASS DAY TELEPHONE DAY TELEPHONE CITY BUSINESS LIC.# CITY STATE AUUHhaa ZIP CODE DAY TELEPHONE STATE LIC. 7. WUKKEKa (JUMl'liHIjATION wortters' (Compensation Declaration: I hereby attirm that I have a certificate ot consent to sell-insure issued by the Director or Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Ceruticate ot exemption: I certify mat in the performance or the work lor which this permit is issued, I snail not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm thatTam exempt from the Contractors License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.) • D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractors) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THli> JJbcTlOM FO"R"NON-RESlDENTJAl BUILDING PERMITS ONLY: Is the applicant or future building occupant required 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? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ABE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1,19«9 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.y. uuNimuo'iON mimm Aumcv """ I hereby attirm" that there is a construction lending agency tor the performance oi the wofR for which this permit is issued (.sec aoy/UJ Civil LENDER'S ADDRESSLENDER'S NAME 10. APPLICANT I certify that 1 have read the application and state that the aoove information is correct. I agree to comply with air 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 CARISBAD AGAWST Ali LIABttrriES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over S'O" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Unifor ——i fi Jt i trf I DATE: ' ^—T^^^M^ /<ZLS 0**6^ ^ ^^^fet&S />£fP*~*f-tf^r**•% YEllOW: Applicant PINK: Finance ESGIL, CORPORATION 9320 CHESAPEAKB DR., SU1TB 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO:SET: PROJECT ADDRESS: JPLAN JFILE COPY QUPS QDESIGNER PROJECT NAME: L^eT.4-"-4 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: 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 t BV :Enclosures ESGIL CORPORATION DGA DAA DRN QDM Date i /Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Q Bldg. Dept D Esgil PLAN CHECK N0._ ?/- 4-2-3 BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY &O&D PHONE NO. /7/4) DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION K&MWOU Air Conditionine Commercial Residential Res. or Comm. Fire S-orinklers Total Value BUILDING AREA To &-rpizot/ VALUATION MULTIPLIER *& *>&r @ @ @ VALUE o /*=• ^c ^f /w'v cz Building Permit Fee $ Plan Check Fee $ COM MENTSs K / >/ O SHEET OF / 12/87