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HomeMy WebLinkAbout1810 MARRON RD; ; 87-371; Permit\, -'r r1- ( -n -• -hereby àttirm that I am licensed under _t.. U I' F vleioni of Chapter 9 (commencing with L tion 7000) of Division 3.0f th&Business_1 s.--Lsnd Professions Code-and my license is in 'Juif force and effect._ I.. h.erebyaflrrm that.1 am eoetttpi from the Conirac- I .-... tot's license law lot 'ihe following reason (Sec. 703i,5 t. Business and Prolessions Code: Any city or couniy which re~ quires -a permri -to-Consiruct, alter, improve, demolish, or I - repair any siruciure, prior to its issuance also requires he ap- pucani for such permit 10 Area signed siaiement bathe, is * ircen500 'pursuant to the -provisions 01 the Conrracthr's I License Law (Chapter.9 commencing with Section 7000 of - Division 301 the Business and Professions Code) ,or.[oat is ex- empt therelrom and the basis for the allegeo-eoempii'on. iAny I violation of Section 7031..5 by an applicant [or a permit sub , jecis the applicant to a Civil peoaliy 01 rot more than live hun -- dred dotiars'(S500(." .' i. as.owner oi-ihe property. or my employees with-wages - -. as I.heir sole compensation, will do the.woik, and the siruc- I - lure is not intended or oohred iur -sure (Sec. 7044. Business - .J and Proiessibns Code: The Contractors License Law does - l_hnot apply ib:a,n_.pwner oi property who'buiids .or,improves I - m - thereon and who does such work himself or through his own 2 ' employees. provided that such improvements'a're not intend- . - Iâ 'ed Or offered ior sale Ii however the building or rmprnvo,,7 Z - - meni is sAd within one year oi'cntnpiehon.'rhe owner-builder I will have the burden of proving that he did-not build or im - prove-for rho-purpose-of -saiei:- - ----- - I ( 1, as owner of the properly, am exclusively contracting - r wiih licensed contractors to construct the project (Sec. 7044. Busines'saod - Proiessisns Code: The Confracior's License I Law does not apply to an Owner of properly who builds or im- - - -proves thereon: and, who contracts for each projects wiflh a; UP 'cooiracinr(s)hcense pursuant -toAhe Contractors License - - -. - -[I. As a homeowner lam-improving my home, and the InlIow. I 40 g ing conditions exist. q.c.4r'r 1 'The work is being 'performed prior 10 sale T. - 2 1' have-lived in my - home - for - twelve months prior to completion of-this wórk,... If Ui - -.---. -3.-I have 001 cbaimed- this --exemption daring - the -'I - last three years. - ' 0 I Sm evemjtund'erSec. - ' - B & P.C.. - $ -toriiris -reason _r. • i.- C - i-; J.Lj - • y s ance.or thereby allirin that I have a certircate or consent to s eo acellcabeoiWokesCompevsaronln a certilieet copy lhereoi ISec. 3000. Labor Codel cvô.1fl ZpA'y -• -- . - . - 2 -, LtCoPy is riled with the city -- - 0 Celled copy islierepy.furnished IA _w 0 -- bT('CERTIFICATE OF EXEMPTION FROM' C.) ,_ WORKERS- COM PEN SATlON,iNSURANCE..,. (0 - - iTh rr is sec need not be completed it the permit I is'tor'one hundred dollars 101001 oriessl uj Dr ceiliiy-that ioithe performance or the work for whiCh i ilrspernl is ssued shall riotemploy any peso any, 0 ,,manner so as to become subject 10 the Workers' Compen. 'sation Laws of California. I - NOTICE TO APPLICANT: it. alter making this Certificate. 'of EvemptiSn. you should become subject to the Workers-, - ,!Compensation provisions of the Labor Code. you must - - IIorth'withcompljFwith such prodisloos or this permit.shatl - be deemed revoked, - - - ( .,..,.. • - -'1 - n r. r - - n "hf-v. - . - - t. sI! 0:1 hereby httibm ihat there is a coostructioo lending I ''aêh for tripertArrirancebt the wo'hli lot vhich this per. -1 0'J. mit is issued (Sec,-3097. Civil Codel ZI-- - --- - —'--r I entIces N.rrnu - - L L000bl It Address I t USE BALL POINT PEN. ONLY &,PRESS,.HARD - APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. i - . - "-• —. - —•I 4•'• ' - - - "' "' -• - •'- - •"•-' •-'' •••' "'- . -• - • • ------------- CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - -. 2075 Las PaIr,as DirrCkarlsbad, CA 92009-1915 (619) 438-1161 JOB ~DRESS- AV ST.R - THOMAS BROS NO. - 0 T OF APPLICATION /ib ___-p' - _ 16 1-- B S E LICENSE A VALUATION - PERMIT NUMBER 1179 LOT BLOCK • SUBDIVISION AS A PAR. NO5 i - CONTRACTOR I - -___'A _--- _-- COf'ITRACTORSPHON 71Id 01 - -_ ZONE -- -- - - -- - OWNER'S NAME PHONE _TOtt/4,1_A/2 _-. 7_52 _7 CONTOi_A LZ2 _- -- -- BUI LAID NG SO. FOOTAGE _OWNE R'S OWhRSMANG ADDRESS - -_J CTO A DDRESS $L//7(//_ - STATE UCENSENO - - _ - DESIGNER DESIGNER'S PHONE - DES ION OF WORK - -, - - - DESIGNER'S ADDRESS - STATE LICENSE NO. -_ --- __- -_ - - - - - F/P F LR ELEV. ' NO L'-eoj •- YO NO T 0 p - EDU - ..---'--- - , , - - - - - - ' 4 CENSUS TRACT" - '4 PARKING SPACE - RES UNITS -_ - GRADING PERMIT ISSUED REDEVELOPMENT AREA' -. - TYPE.,. C NST% 0CC-LOAD FIRE SPP - ' — -- ' ' , 0 0 N 0 - - - - 'YO ND - - - sO N Not Valid Un/005 Machine Certified QTY. - -- - PLUMBING PERMIT--ISSUE - o — QT'. - --- --' MECHANICAL PERMIT ISSUE co 1 0005_10/05_0101_02idFutt_24cTt,' SUMMARY/ACCOUNT NUMBER - 7__- - - /. -• - EACHFIXTURETRAP - _-. _- INSTALL FURN. DUCTS UPTO100,000BTU -- BUILDING PERMIT - 001-810-00-00-8220 _- - / EACH BUILDING SEWER__ - • - - -, -- OVER 100.000 BTU*- -_ --- --- --- -- SIGN PERMIT --- 001-810-O0-00-822------ aEACH WATER HEATER ANDiORVENT '2-_0 — BOILER/COMPRESSORUP103_HP PLAN CHECK .001-8101-00-00-.8891 EACH GASSY'STEMi'TO4'OUTLETS _'- - 8OILER/COMPRESSOR3-15HP - -- TOTAL PLUMBING 001-810-00-00-8222 - EACH G-AS'SYSTEM-S-ORMO-RE _'''----- -_-, METAL FIREPLACE - '-- _-- - ELECTRICAL - 001810-00-00-8223 EACH INSTAL., ALTER, REPAiR-(NATER'PIPE r - — VENT FAN.SINGLE DUCT I- _• ..- MECHANICAL -001-810-00-00-8224 -_-•' t, EACH _VACUUMBREAKER ---_- _- -_*, 'j- MECHEXHAUSTHOOD/DUCTS __, I -MOBILEHOME:-001-810-00-00-8225 - — WATER SOFTNER'--- --' ,,'. RELOCATION OF-EA FURNACE/HEATER ,,-- _---.--- --SOLAR- 001-810-00-00-8226 EACH ROOF DRAI-(INSlDE( - - - - - , - -DRYER VENT - . - STRONG MOTION 880-519-92-33 - TOTAL MECHANICAL - - (LI_- - FIRE SPRINr(LERS 001-810-00'-00-8227 TOIAL PLUMBINDL — L,ILJ- _.— _PUBLIC FACILITIES FE-'-810 00008740 - - V - - - BRIDGE FEE - , - 360-810-00-00-8740 - - - - • - - - QTY_ ELECTRICAL PERMIT - ISSUE.' ' - '-- OTY. MOBILE HOME SETUP -• - PARK-IN-LIEU (AREA - -'----- ---' - '-I-- - - --- - — - • C -_ - - ' - NEW CONST LA AMP'SWI •I3KR - CAR PORT ' . - ' - TIE - - 312-810-00-00-8835 — I PH j-__'27 A( 3 PH_) ' 'I' - _— AWNING - , - LA COSTA TIE 311-810-00-00-8835' EXISE BLDG LA AMP/SWT - GARAGE -- - ' r - FMF - - - - - — 1 PH - .3 PH - - ' - _ - LICENSE TAX 001-810-00-00-8162 — REMODEL ALTER PER1CIRCUI1 MFF3,1.t 8805199257 — TEMPPOLE 200 AMPS -- - — - MAR t ill-13"- - -OVER 200AMPS - — TEMP OCCUPANCY (30 DAYS) City of C& £A CREDIT DEPOSIT - - - TOTAL LIELTRUAL - I TOTAl - - - TOTAL FEES PAYABLE jt. - . - I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT' AND DO HEREBY Expiration. Every permit issued bytheBuilding Official trnder the provisions Otthrs * AN ost- pRM:T IS REQUIRED oa EXCAVATIONS OVER Code shall expire by limitation and become null and irolel If thw building or work authorized CERTIFY UNDER PENAl TV OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 50" DEEP AND DEM0yTJQ 9 GO TRLKTTV'W4 (10 - by such permit is not commenced within 180days from the. dartQf Ch DECLARATIONS ARF TRUE AND CORRECT AND I FURTHER CERTIFY AND A1SHEEIF A PERMIT IS STLUKES OVERI QfiIS IN HFICIIT tlflrmtt t I the Fret' PP 0 I turait U ILeL) UP SULti IFhItI tSSUED: TO CQMPLY WITH All CITY. COithIl', OhIO I'TtiTC L/LWG UiJYL'MNIl4u UUlLUItMta LON- susperIeor apr CAp cOrP 0 40a,.,,u.,Ittied fu, 'a lrell'uu urtsU OSPO, KEEI kAML OF CARLSBAD AGAINST ALL LIABILITIES.TOuAVII'aULMI0 i f, t AEPLICANT'S JUDGMENTS, COSTS AND SiTU* OWNER 0 WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE CONTRACTOR APPROVfr BY - OpLEXPENSES TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME Li FLOOR Li CEILING SHEATHING LI ROOF LI SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL I PLUMBING I Li SEWER AND BL/CO Li PL/CO UNDERGROUND 0 WASTE DWATER TOP OUT 0 WASTE 0 ATER TUB AND SHOWER PAN I GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND LI UFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL O DUCT & PLEM., Li REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL I PLUMBING ELECTRICAL MECHANICAL BUILDING SPECIAL CONDITIONS I FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS . INSPECTOR'S NOTES INSPECTION REQ. IF CHECKED INSPECTORS DATE APPRQ)JA4. SOILS COMPLIANCE PRIOR TO FOUNDATION INSP ..,' OVER 2000 PSI STRUCTURAL CONCRETE PRESTRESSED CONCRETE '. .-.• ;' - POST TEPJSIONED CONCRETE _______ _________ _______ .• .. - .- FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY . • . PILES CAISSONS DEVELOPMENT PROCESSING SERVICES DIVISION. 2075,LASPALMAS'DRIVE • CARLSBAD, CA 92009-4859 (619) 438-1161 • MISCELLANEOUS FEE RECEIPT .5. • .5 5. 5 . •. - Applicant Please Print And Fill in Shaded Area Only JOB ADDRESS j ç)tJ rYtvvcvi VokL PLAN ID NO r-7 ASSESSOR'S I (Y - - -0 -- •- - 0 -" (3 1 PARCEL NO. —.L' -- OWNER (4ijj I1A D/ ri4 'iS t $ OWNERS MAILING iL.. ADDRESS 1TV JO4j fr,j4JL4J1114iiy (7fr1 0008 07/09 0101 05Misc 768-00 CITY ZIP TELçç3—o'z, VALIDATION AREA CONTRACTOR ' . ESTMATED VALUATION CONTRACTORS '—,'1 MAILING .5 ADDRESS PLAN CHECK FEE 001 81000008821 4fs IF THE-APPLICANT TAKES NO ACTION 5. .5 WITHIN 180 DAYS PLAN CHECK FEES CITY ZIP TEL WILL BE FORFEITED STATE BUSINESS LICENSE NO LICENSE NO SUBDIVISION LOT(S) 5 •-. I . . • 5-- " - -. LEGAL DESCRIPTION l> 97 >PHECK IF SUBMITTED 2 1987 ENERGY CALCS FOR _NONRESIDENTIAL_BLDGS DESCRIPTION OF WORK jair. 2 STRUCTURAL CALCS • 01- 1s Soat -. • 0 2SOILS REPORTS AJ- . 2 SELF ADDRESSED ENVELOPES DATE GIVEN! SENT TO APPLICANT DATE CONTACT PERSON f,vj e'vç, (OY frlla-ci, LA COSTA LETTER ADDRESS3 '(iMpvs SCHOOL FEE FORM CITY U)fIft &kp ( TEL - 3 7 P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE DATE • . • . • -- - - -- .- White - File Yellow - Applicant Pink - Finance • Gold - Assessor 41 ° CASHIER'S VALIDATION -. 'FQ9 SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: _SE /1 BUILDING PLAN CHECK NUMBER:PC 7 3 7/ 0005 10/05 010j 04 BUILDING TYPE / 324O..ic NUMBER OF EDU'S: CALCULATIONS * /O'.) J;) BUILDING ADDRESS J7, n)4O/' OWNER I /,L/ 4-" ML)) 4/ MAILING ADDRESS 1/ 4/7./ /'/2.') ('74J CONTRACTOR: MAILING ADDRESS: .91//,i Z'/ _, _.'7/// LEGAL DESCRIPTION 2 / _'/ __/,(- 2'- 7 _ CONNECTION FEE COST PER UNIT ____________ x NO. UNITS LATERAL CHARGE - TOTAL CHARGES: _) PREPARED BY: _.',i7T___/ (PRINTED NAME) ASSESSORS PARCEL NUMBER: /'/ COMMENTS: . '. .. - WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant , •,. '. ,.., S...,. ••,,.: BERTPR*TERAsSoC1ATES. ..•'.'. Consultth Soul, FounJ8tudh & Geo1gIcaIEngrneers 10505 RcYS.LLE STREET SAN DIEGO GALiFORr'1IA 92121 . (619) 4535605 I . TO 4 .!_.' ... :. . • 4. 1/1 0 A1r' ell V_q4_0 / JAIW,. _j 7/-e & JOB NO. 23f- PRO JECT.I. .. S AJ 41Y CONTRACTOR . .5 OWNER WEATHER TEMP. ° at A: M. °at P.M. ,ESENT AT SITE "THE FOLQWINGVAS.NOTED: •'. ' .0 - - • I ha''e inspected the materials exposed in the footing excavations for the > subject buildings) T'heraterials consist essentially of "Qt M14e7 7 D1.f as anticipated in our tW'J/d- investigation report.'Accordingly, it is our opinion that the foding excavations have been carried to the proper depth and that''the. m0teria1s exposed are suitable for the support of footings designed in accordance with the recommendations presented in the investigation report for the project dated 0_____4 C)o-i-- 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. + L2 ,ae cie /,1L141 /1 L1 C / COPIES TO____________ JL]D I©]IRIt SIGNED 0 ( CLYDE FISHER INSPECTION SERVICES STRUCTURAL STEEL 1223 HAMNER AVENUE NORCO, CA 91760 • S (714)737-1143 'S PROJECT J •. CIT% • ADDRESS 4r PERMITNO._____________ •• ARCHITECT -/ ADORESS <) ( •2J (' ' ENGINEER ADDRESS- GENERAL CONTRACT O R ' ADDRESS -. SUB CONTRACTOR / V/i / ADDRESS ( DATE OF INSPECTIONJJ' AREA OF INSPECTION:__ / ' / ' " ' /2 •' ' / L 44a Shop inspection of imbeds , and fabricated members. ' _____ • Material and workmanship per ' plans and specifications. ' ' • • WELDO LICENSE NO INSPECTO ' - •.,.:., - HUGHES/TOWNSEND2 INC. General Contractors January 19, 1988 CITY OF CARLSBAD Department of Building and Safety 2075 Las Palmas Carlsbad, California 92009 Attention:; Mr. Mare Came-ro,- Building Inspector Reference LincolnSavings Branch - Carlsbad, California Dear Mr. Camero: Please find enclosed a copy of the inspection report of the imbeds and fabric- ated members by Clyde Fisher Inspection Services for the referenced project. I If you have any questions or requiie'any further information, pleasedo not hesitate to contact me. ,- - -, •• - Sincerely, * •• : Fred Nicoll Project Manager • - - FN/jl enc: 1 3901 Westerly Place, Suite 111, Newport Beach, CA 92660 714-752-7222 Fax # 714-752-8710 License # B-i 283905 WESTERN O INSPECTION : I I S SERVICE RECEIVED o'J U 5 01 HU(UVSL. QUALITY LICENSEE Weil eithde. &f lecInIc4malicn WESTERN INSPECTION SERVICE hereby certifies that Y & J Laminators Company at its plant in. Myrtl.e Creek, Oregon is licensed by WESTERN INSPECTION SERVICE to use its registered trademark in respect to, products which comply with Standard ANSI/AITC 190.1-1983, for Structural Glued Laminated Timbers, that the adequacy of the quality control system in effect at said. plant is periodically inspected and verified by a WESTERN INSPECTION SERVICE INSPECTOR. In the judgment of the undersigned, said company is capable of complying with the manu- facturing and testing 'provisions of Standard ANSI/AITC 190.1-1983 in respect to products manufactured at said plant. The sole responsibility of the manufacturer is conformance with the Standard ANSI/AITC 190.1-1983 in respect of any specific or particular product. WESTERN INSPECTION SERVICE's only responsibility being that the said company.is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by WESTERN INSPECTION SERVICE. I W.I.S. Certificate 808 Signed for WESTERN INSPECTION SERVICE THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on the following sheets are marked with the registered trademark of WESTERN INSPECTION SERVICE and were manufactured in conformance with appropriate provisions of Standard ANSI/AITC 190.1-1983, for Structural Glued Laminated Timber, and has been manufactured at our plant in Myrtle Creek, Oregon , which plant has a quality control system approved by the Bureau. The undersigned, manufacturer further certifies that the work has been done in accordance with UNIFORM BUILDING CODE CHAPTER 25 and the appropriate job specificatioi'is. JOB NAME Lincoln Savings JOB LOCATION Carlsbad, California Customer's Order No. 3837 Date 10/16/87 Mfr's Order No. 2097 -' [IiI tlhi —7 TITLE Asst. Manager ADDRESS-q160 S. Myrt1 DATE1 0/1 6/87 0 ' - PPI n I national Conference of Building Officials 'EVALUATION REPORT Report No. AA-583 August, 1984 Filing Category: QUALITY CONTROL AGENCIES QUALITY CONTROL AGENCY FOR LUMBER AND GLUED. LAMINATED LUMBER AND INSPECTION AGENCY FOR PREFABRICATED TRUSS CONSTRUCTION. WESTERN INSPECTION SERVICE POST OFFICE BOX 562 COSTA MESA, CALIFORNIA 2627 I. Subject: Quality Control Agency for Lumber and Glued-laminated Lumber and Inspection Agency for Prefabricated Truss Construction. 11. Description- Quality Control Services: The Western Inspection Service provides quality control services in accordance with U.B.C. Stan- dards Nos. 25-1, 25-3. 25-4 and 25-7 for lumber grading and U.B.C. Standards Nos. 25-10 and 25-11 for glued-laminated lumber. Replicas of stamps for labels affixed to inspected products are similar to those shown in this report. inspection Services: The Western Inspection Service provides inspec- tion and certification In accordance with U.B.C. Standard No.25-17 for prefabricated truss construction and Standard No. 25-3 for laminated testing. M. Evidence Submltted:Outiine of quality control and. inspection procedures, replicas of stamps and labels, summary of education and experience of key personnel and copies of inspection and certification forms have been submitted. Findings IV. Findings: That the Western Inspection-Service be recognized as a quality control and Inspection agency for the services listed in this report. This report Is subject to re-examination In two years. RITETRUSS CO. CERTIFIED INSPECTION ICBO AA- 583 IN STRICT ACCORDANCE WITH UBC'25-17 PREFABRICATED IN STRICT ACCORDANCE WITH LJBC 25-3 CERTIFIED \J-1 STANDARD ® S-GRN -D-F QUALITY INSPECTED W-GL 10 CERTIFIED INSPECTION ICBOAA-583. \N IN STRICT ACCORDANCE .WITH UBC. 25-10 25-I1 j 1CB0 evaluation reports are issued solely to provide information to Class A members of the organization utilizing the code upon which fhe report is based. Evaluation reports are not to be construed as representing aesthetics or any other o.Uri.bwe, not spec(p'Icaliy addressed nor as an endorsement or recommendation for use of the subject report. - This report is based upon information concerning organization andprocedures submitted by the applicant. The ICRO technical staff has reviewed the material, but does not, as a matter of routine, make an independent verification. There is no warranty by ICilO, expressed or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limitedto, merchantability. Page 1 of 1 FINAL BUILDING INSPECTION 7-37.1 . PLAN CHECK NUMBER: . DATE:. thrcon Saving . PROJECT NAME: . . 1810 Marron . . ADDRESS: . . PROJECT NO.: UNIT NUMBER _________________ PHASE NO Comm TYPE OF UNIT: . NUMBER OF UNITS: Jack Lowry . . . CONTACTPERSON:________________________________________________________________________ 4o19T CONTACT TELEPHONE/ u dept.• . . .: DATE INSPECTED INSPECTED: APPROVED ISAPPROVED INSPECTED . . DATE . .. . : ... BY:' INSPECTED _____________ APPROVED ______ DISAPPROVED INSPECTED DATE .. .. BY: INSPECTED: ____________ APPROVED DISAPPROVED COMMENTS: j;.. . • . . . Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION, I' 87-371 3-10-88 PLAN CHECK NUMBER: DATE: Lüncon. Savings PROJECT NAME: 1810 ,Marron S S ADDRESS: PROJECT NO.. UNIT NUMBER PHASE NO.:. 0 5 comm TYPE OF UNIT: NUMBER OF UNITS: Jack Lowry CONTACTPERSON:________________________________________________________________________ 434-0191 CONTACT TELEPHONE: . all dept. SPECTED ____________ APPROVED DISAPPROVED INSPECcED DATE INSPECTED: ____________ APPROVED ______ DISAPPROVED ) Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION RECEIVED 'IMR 1 11986 61371 . . 3-10-88 PLAN CHECK NUMBER: DATE: U.rno1n Savings PROJECT NAME: islo Marron ADDRESS: PROJECT NO.: UNIT NUMBER: PHASE NO.: cotnn TYPE OF UNIT: NUMBER OF UNITS:, Jack Lowry CONTACT PERSON: 434-0191 . CONTACT TELEPHONE: - all dopt. _ SPECT DATE INSPECTED: // .3 APPROVED _____ DISAPPROVED INSPECTED --. 1 DATE IBY: INSPECTED: ___________ APPROVED _____ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: 11 Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION: 87-371 3-10-88 PLAN CHECK NUMBER: DATE: ____________________ Uincon Savings 1 PROJECT NAME: S 1010 Marron ADDRESS: PROJECT NO.: A UNIT NUMBER: PHASE NO.: _________________ comm /' MAR 19pj TYPE OF UNIT: S NUMBER OF UNITS: UuI1 ITJrr' Jack Lowry '-p ;; IAINTE!\IANc DEPAP rA CONTACT PERSON: 434-0191 / CONTACT TELEPHONE: \C, 5 . al. dept. INSPECTED .....DATE BY: ____________________ INSPECTED: e' _/ 'APPROVED ' DISAPPROVED INSPECTED S DATE : S BY: ' INSPECTED: ___________ APPROVED DISAPPROVED INSPECTED . DATE 'S , BY: .' INSPECTED: __________ APPROVED _____ DISAPPROVED COMMENTS: . S Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ' ,-.-- FINAL BUILDING INSPECTION 87-371 .. 3-10-88 PLAN CHECK NUMBER: DATE: Lüncoln Savings PROJECT NAME: . 1810 Marron :,. ADDRESS: . . PROJECT NO.: UNIT NUMBER: . PHASE NO.: • ;Comm . TYPE OF UNIT: NUMBER OF UNITS: Jack Lowry CONTACT. PERSON: 4314-0191 CONTACT TELEPHONE • all dept.. : INSPECTED . DATE MAR. 1 1. 1988. . . . . BY: •iNSEC:FE:.. ..ROVED DISAPPROVED INSPECTED . DATE . . . . . BY INSPECTED APPROVED ______ DISAPPROVED . INSPECTED . .. DATE . . . . . . BY: INSPECTED: APPROVED DISAPPROVED .p • Losra 1-eaf Municipal Water District COMMENTS: Engineering Deøartment ... 61?)438-3367 .. . 0 Rev. 1/86 WHITE: Suspense BLUE:.Water District GREEN:. Engineering CANARY: Utilities PINK: Planning GOLD: Fire SGJL CORPORATION 9320. CUCSPEAKE DR.. SuITE 208 SAN DIEGO. Cik 92123 (619) DATE: '3€'2 2? /27 JURISDICTION: OF PLAN CHECK NO: Y7- g7/ /?j r 0.7— PROJECT ADDRESS: /3'/O /t414J2o,,J /&4 en PROJECT NAME. Li..'cac...& # LI'Jc c:::U JURISDIcpjc' o PLAN CHECKER flFILE COPY UPS 0 DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction 'sbuilding codes when minor deficien- . .: des identified p#I 477--4c-i0 S47- 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 nerewitn is ror your information. 0 The plans are being held at Egil Corp. until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person . T applicant's copy of the check list has been sent to: • /o,Ei7 , £3O tPcJS Pi2,(. AJo1,4A4477/,s.J NEc.iPo 9&4c.v ) Gd 9 24CO D ' Esgil staff did not advise the applicant contact person that plan check has been completed. . . . . Esgil been staff' did advise applicant that the plan check has persoh contacted: ,4ri,$) completed, Date contacted: .9297 Telephone #C?" 51-13i7 0 REMARKS: By: t6Z4 7 6T. Enclosures.: ESGIL CORPORATION op (., •. . • S 2I) -/ CITY OF CARLSBAD PLAN CHECK NO. 87-371 RECHECK NO. 2 SEPTEMBER 29, 1987 REMAINING ITEMS FROM ORIGINAL CORRECTION LIST. 5. Sheets A-3, A-5,9, A-13•, S-5,P-2 & E-2 are re- quired to be 4ned/bY the California licensed arch- itect or e5g1neer1tesponsib1e for the design. Please include ,e Caliyrnia license number and the date the p3lns are sj/gned. . V. T](TLE 24 HAD.ICAPPED ACCESS S •. 257. Provide notes and details on the plans to show corn- pliance with the Handicapped Access List below. Handicapped /access requirements may be more restric- tive than t,ie BC. . A. •\LKS..$ND S EWALKS (Sec. -33250) .. 0 Surf :;;s ith a S' .pe •of les than 6-percent gradient • shall be 4t least t p-res stant as that described 0 • as a rnedi4nsalte ii . . S 5 • • S Surfaces w slop of 6 percent gradient or greater. . S. shall be.slip res t nt. • . • • • •. •• • Surface cross op s shall knot exceed 1/4 inch per foot. : • 0 SOS L. RAMPS (Sec. 2-3307) 1. • Note that ramps must comply with requirements of Title 24 Section 2-3307 of the C.A.C. • • If you have any questions, please contact Robert C. Hoglen of Esgil Corporation at (619)560-1468. • Thank you. O • • . . 5 0 •• •S ••• 5 5..• 0 S. / • .5 . . S 5, O • S. • ....................S - S - S ...0 OS OS SS5S S - ........- ESGI'L CORPORATION 9320 CI( ESA I'EAKE DR.. SUITE 208 •. SAN DIEGO. CA 92123 (619) 560• 1.468 DATE: '/° /?7 : DAPPLICANT RISDICT N JURISDICTION: C',r. ai S D CHECKER flFILE COPY PLAN CHECK.NO:c,ck / C] UPS U DESIGNER . PROJECT ADDRESS: PROJECT NAME ZA . . .. .. . D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's .. . . . S . building codes. . .' . . . S..,. The plans transmitted herewith will substantially comply .. '... D 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 .' .. S. fl 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. S.., '" The plansare being held at Esgil Corp. until corrected.. .. . plans are submitted for recheck. .. . •. D ' 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: .. . /2oer 'S '2 S 4 C. 50-30 ILA,4 ps Po'r 0E4C11, J 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: A/a'z.44 S Date contacted: . 'Telephone 0 REMARKS: S S CITY OF CARLSBAD• PLAN CHECK NO. 87-371, RECHECK #1 SEPTEMBER-10,'1987 REMAINING ITEMS FROM ORIGINAL CHECK LIST 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: , Esgil Corporation, 9320 Chesapeake Dr., #208, San Diego, CA 92123, (619) 560-1468. To speed up the recheck process, note on this' list (or a copy) where each correction 'item has been addressed' i.e, plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. ' 16. ' Show dimensioned parking layout including any required handicap access spaces. 185,. The soils report 'by the soil engineer of record (Le Roy Crandall ..... &Assoc.) is not adequate to insure the adequacy of the : foundational material and therefor the safety and overall ' stability of the 'building site. The soil report shall include foundation design 'recommendation's based on the' engineer's findings and shall comply with UBC Section 2905. ' 187. Provide, a letter from the soil's 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. 227. Show or note fire stops at the following locations per SectiOn 2516(f): b.' at all interconnections between concealed vertical and horizontal spaces such as soffits, drop'ceilings and cove ceilings; ' See sections on sheet A-9-where furred walls occur and interconnect- with attic space. Furred walls shall be fire stopped at 10' o.c. V. TITLE 24 HANDICAPPED ACCESS' 257.. Provide notes and details on the plans to show compliance with the Handicapped Access 'List below. Handicapped access requirements may be more restrictive than the UBC." CITY OF CARLSBAD PLAN CHECK NO. 87-371 SEPTEMBER 101 1987 A. WALKS AND SIDEWALKS (Sec. 2-33250 2. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. .3. Surfaces with a slope of 6percent gradient orgreater shall be slip-resistant. .. 4. ' Surface cross slopes shall not exceed .1/4 inch per' foot. C. PARKING (Sec. 2-7102) .. : 1.' The following table establishes the number of handicapped parking spaces required: Total Number of Number of Handicapped Parking Parking Spaces Spaces Required 1 -40 ......................1 , 41- 80.....................2 81 - 120 ....................3 121 - 160 .....................4 161 - 300 ....................5 301 - 400 ......................6 401 - 500 .....................7 Over . 500 ....................1 for each 200 additional spaces provided Please show parking alotted to Lincoln Savings and 'compliance with law. Physically handicapped parking spaces shall be located as near as practical 'to a primary entrance. 'If only one space is provided, .it, shall be 14 feet wide and lined to provide 'a 9 foot parking ' area' and 'a 5 foot loading and unloading area. When more than one space is provided in lieu of providing a 14 foot wide space: for each parking space, (two spaces can be provided within 1 23 foot wide area lined to provide a 9 foot 'parking area on each side of a 5 foot loading and unloading area in the center. The minimum length of each parking space' shall be 18 feet. . In each parking area a bumper or curb shall be provided and located to prevent 'encroachment of cars over the required width of walkways. Also, the space shal be so located that'a handicapped person is not comp'elled 'to wheel or walk behind parked cars other than • their own. CITY OF CARLSBAD PLAN CHECK NO. 83-371 SEPTEMBER 10, 1987 3. Continued. . . Pedestrian ways which are accessible to the physical.!." handicapped shall be provided from each such -parking space to related facilities, including curb cuts or ramps as needed.. Ramps:shall 'not encroach into any parking space. EXCEPTIONS: ' 1.'. Ramps located at the. front of physically handicapped parking spaces may encroach into the length Of such spaces,when ' ,such. encroachment does not limit a handiôapped person's capability to leave or' enter their vehicle thus providing equivalent. facilitation. E. WATER CLOSETS (SEC. 5-1502) I. Flush controls shall be operable by an oscillating handle with 'a maximum operating force of'3.lb or -by a remote low -.voltage button. The handle or button shall be located so they .are operable without requiring excessive body movement. - . ' ' '• ' F. URINALS (SEC. 5-1503) 2. Flush control's shall be hand operated, and shall be mounted 'no" more than 44 inches above the floor. G. LAVATORIES (SEC. 5-1504) ' '2.. Hot water. and'drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharpor abrasive surfaces under lavatories. ' • 3. Faucet controls and operating mechanisms shall .be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no .reater than 5:ib. Lever-operated, push-type and electronically. controlled mechanisms.are example's of acceptable designs. Self- closing valves are allowed if the' faucet remains open for at least 10 seconds. I. DOORS AND HARDWARE (SEC. 2-3301, 3304) 2. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking' ' • doors that are hand activated and' which are in a path of travel, shall be operable with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed CITY OF CARLSBAD PLAN CHECK NO. 87-371 SEPTEMBER 10, 1987 2. Continued. . . to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in - egress direction. . .' L. RAMPS (SEC. 2-3307) ' . . .. 2.' The top landings on a ramp-must be at least 60 inches in depth. :. If a door swings onto a top landing the landing depth shall be not less than 42 inches' plus the width of the door. -- The top landing shall have.a width not less than its depth. The top landing shall extend not less than 24 inches beyond the.. strike side of the door at exterior ramps and 18 inches at interior ramps. . The bottom, landing shall be 'not 'less than 72 inches deep. .8. Intermediate landings on straight ramps shall have a .depth of not less than 5 1 -0". Intermediate landings on ramps than turn -. greater than 30 degrees shall 'be not less. than 6 feet in depth. Ramps shall be not less than 4 feet wide. Ramps-serving a -primary entrance for.an occupant load of .300 or more shall be not less than. 5 feet wide. l!andrails shall.beplaced on each side of each ramps and shall exte'nd 12 inches beyond the, top and bottom of the ramp. . Surfaces of ramps shall be slip resistant. . 'ENERGY' 263. Illuminance category "E" can not be used in general lighting of "Public Concourse" only the check writing counters and teller - counter areas -can use category "-E". -The rest of .the public ' concourse is lobby type space (category "C"),... 264.- The electrical room is a utility room and is allowed-only illuminance category "B" '(note "C")'.. If you have any questions, please contact Robert C. Hoglen of Esgil Corporation at (619) 560-1468. Thank you. ESGIL CORPORATION 9320 CIIESAI'EAKE DR.. SUITE 208 SAN DIEGO. CA 92 123 (619) 560-1468 DATE: JO fr '29 JURISDICTION: 0 PLAN CHECK. NO: ?7 37/ PROJECT ADDRESS: /'0 /44,,),j 20 PROJECT NAME C1 A99LLCANT J RI 0 PLAN CHECKER H FILE COPY CIPS o DESIGNER : 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 def'ici'en- cies identified . are resolved and checked by building department staff. . .. . :. . The plans transmitted herewith have significant defiienci'es"..' identified"o.n the enclosed check list and should be corrected' 'S 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. D 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: ' S ROctT 5 5030 ips 17121JE . S Bc 24 72O ES Esgil staff did not advise the applicant contact 'person that plan check has been completed.. Esgil been staff did.advise applicant that the plan.check has completed. Person contacted: Date contacted: Telephone #(") S S REMARKS:, • ' By:1f('j---V1 '- (T.— Enclosures: ESGIL CORPO ATION 7-2?—c7 PLAN CEEX c?737' 9WIM: PLEASE READ,.' . JURISDICTION: (J,rj 0r CAsec TO: ?7,2i S. 2oE/a 4 CO37 Cpus .2 r CA C P 4 9' 0 PROJECT DATA. .. BUUDflIG USE:54 L/IJ C7 TYPE OF CONS uwr.LON:______________________ AcTUAL AREA:___________________ &UiABLK AREA:_______________ : / 17 SPR: t.i . o OCCUPANT LOAD:__________ PLAN a)KxIow• GENERAL COMMERCIAL Date plans received by jurisdiction: 7- Y-77 Date plans received by Esgil Corp.: Date initial, plan check completed: 77 By: R0&12—I /-/o..c.ciJ Applicant contact person: Tel(7/c') 151- /317 Plan check is limited to' technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. 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. .' . Present California law, mandates that construction comply with Title 24 and the appliàable 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 1982 UBC. The above regulations apply to construction, regardless of the code editionsadopted by.. ordinance at the local level. The circled items listed 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), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sveed up the recheck-process . note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet. specification. etc. Be sure to enclose the marked up list when you submit the revised plans. *71K: PACE hUHB= ARE *71' IN SEQUENCE AS PAGXS EAvUE NO IXEKS NEEDING CORRECZION W List No. 30, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS 1 4/23/86 PLII1iS () Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 0208, San Diego, California 92123, (619) 560-168. 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 3. Provide the site addres and a vicinity s tch 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 design. Please include the. California license number and the date the plans are signed. () Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included, with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. ,( Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group .... . 7 Description of Use. Type of Construction ... .V i Sprinklers: Yes or No Stories ' Height 67311 Floor Area . . .3us$fication to exceed allowable area )d(Table 5-C.. , ...,., .lu9ification to exceed allowable height or ~0r1es' in Table 5-0. ,,. .• ,,. PLAN . QL Provide a fully dimensioned site plan to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, .location of yards used for allowable increase of building area and dimensioned setbacks..' tLing: Provide a statement on the site plan "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". 9 /3 .57 g7)2.cEr C-.'-r?rc. L,-'e ~4rii- 1<0iy PT- ,A"z L'r L,'.'r S34c. /tJor ey c'z L, /14z 41T ~Th-rzA 15 . i2o,Oer'j 2 /23/86 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). Q20. The exterior walls less than feet 0 a property line' or an assumed property line, shall be I '1°f ire-rated construction. Section 7 03 (a). . •,. . •. •.. . Q21.21. Exterior walls shall have a 30 inch parapet. en less than /0 feet to a property line or an assumed property line., .. .... (See exception, Section 17M). () The exterior wall, shall have protected openings (3/4 hour) when closer. than / feet to a property line or an assumed property,, line. Section " 7 03(b).,.. •.,.. '' ' () The exterior walls shall have no openings when closer than . -67 feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, .etc. . Section . 7 Q3 (b). Eaves over required windows shall be not less than 30 inches from side and rear, property lines. Section 504 (a). 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. l Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. () i3 Clearly' dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 14 Show and dimension on the site plan all Wilding projections including eaves, balconies, "' cornices and similar appendages extending beyond the exterior walls. 15. Show on the site, plan, or provide the grading plans, showing 'finish floor elevations, S 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 handicap access spaces.' (j) Show the location of. any designated flood plains, open space easements, or other development restricted area on the site plan. D. 1DCMOK ON PROPERTY Je 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. 2 Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. • S . ' , . 26( Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. , ,203 4 Lor L,A'€ a- Li45'E 4 s t P,-,a L,.' c-'.. 4,10 0',-,I, -' /,-z,r 47.i J. 3 4/23/86 Projections over public property must comply with Chapter 45. yr 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. 'Se6tion,504 (b). A covered passageway connecting separate buildings must' comply with the requirements for an arcade. Section 509.-'.. ..fl 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 331]. .(d). . 4 4/23/86 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. 306 Openings 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 ._203 (b). ... .. ,., E. BUIMIM AREA ..31' When a building has more than one occupancy, . the area shall be such that the sum of the,. ratios of the actual area divided by the , . ... allowable area for each occupancy shall .not exceed one. Section 503 (a). .' , ....., . . As shown, the building(s) is/are--over-area for the Type of Construction shown. Table 5-C. The total floor area of a multi-story building cannot exceed twice the, basic area allowed by Table 5-C after increasing the basic area, per Section 506. ,. . . . .. No single story can -exceed the basic area allowed by Table 5-C plus- the increases allowed by Section 506. INC Unless considered a separate. story, .the floor area of a mezzanine shall be included in.,, calculating the area of the story in.,which it is located. Section 505 (c). ' basement need. not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one -story building. Section 505 (d). C X. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505 (e) 5. Show the basis for the approved fire-resistive 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 that trusses require two -layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406). See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and, details on your plans. Provide complete details of- the -area - - separation wall(s) to show compliance with -. - Section 505 (e) 1-5. - - - 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. 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. additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throzghout 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 l - H. FrRK-RESISTIVE CONSTRUCTION - - /Z Where one-hour - fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not - - waive or reduce fire-resistive-requirements for:... occupancy separations, - exterior walls due to - - location on property-, area separation-walls, shaft 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 asseinbies, floor/ceiling assembies, wall. assemblies, post and beam assemblies, etc. )4Maintain one-hour fire-resistive wall construction at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). • - - Provide a note on the plans stating: 0• - ' "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. BUIMIM HKI/siuiu - -, - - - 56 Clearly show the maximum building height ed on the definition in Section 409. - Clearly show if the lower level is a - - basement - or story, based on the definitions in -- - Section 403- and 420. - 5 1i-i-ir 771 Q/'-ii./s'.- OAf P4c,C 4-7 ç/) -cr 6 4/23/86 9 I. LNISXICR WAIL AND CE313M FINISH J. OCCUPANCY SKPARATIOI4 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 the fire-resistive construction or to furring strips - not 'exceeding 1-3/4 inches. The furred space shall' be filled with inorganic 0x Class I material or fire stopped not to exceed 8 feet many direàtion. 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.' ~Iedule,"'Wall Provide a note'on'the plans'or on the finish and ceiling materials shall not exceed the flame spread classifications in TJBC Table 42-B." A ________ -hour occupancy separation is required between occupancy and the occupancy. Table 5-B, Section 503 (d), Tables-43-A, B, ,C and Chapter 143. Administrative and clerical offices and similar rooms need not be separated from other' occupancies provided.they are less than 750,sq. ft., less than 25 percent; of the, floor, area of , the major use and not related, to an H-i or, H-i Occupancy. Section 503 (d). Provide -hour: fire-resistive door assemblies in the .,!-hour occupancy separation. Section 503, (c). The required three-hour rated occupancy separation between B-i and H-i occupancies may be reduced to a two-hour rating when the B-i is limited to the storage of passenger vehicles,, and the provisions of Aectiop..702 are not,,, applicable. Table 5-B. The two-hour occupancy, separation may be further reduced to one-hour, if the aggregate area of B-i occupancy within the building does not exceed 3,000 sq. ft. Section 503 (d). B-i occupancy...in the basement or first' story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and" type of construction ONLY if the following Section 702 conditions' are met: 8 4/23/86 K ,i rs )1Z. Exit doors should swing in the direction of egrees when serving occupant load of 50 or more. Section 3303 (d). Sea doors Qith Exit doors should be openable from the inside out' the use of a key, special knowledge,, or effort. Section 3304 (c) [Note that.-exit doors serving 10 or less occupants' may 'have a night latch, dead bolt, or "sectirity chain per Title 24 2-3303 (c).] .116'. Exit doors should boa minim- size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304 (e). " .11T The net dimension (clear width) at doorways should be used in determining exit 'widths required by Section'3302 (b). SectioC 3304 (e). In consideration of door thicknesses," panic hardware, door swing etc., 'the required exit widths have not been furnished. See door - Qan Regardless of occupant load, a' floor or ding not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304 (h). ..1a9. Doors should not project more than 7 inches into the required 'corridor width when fully opened, nor more than one-half of the required corridor width when in any position.. Section 3305 (d). ).20' Revolving, sliding and overhead doors are not permitted as exit doors if the 'occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (g). 11 4/23/86 A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stairway. Section 3306 (g),. ' )21 Ramps required by ,Table 33-A shall not exceed 1:12; other exit. ramps 1:8. Ramps,steeper than... 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances mist be provide4... Section 3307. Stairway width must be at least 44 inches when serving more than 50 occupants; 36 inches •' when less than 50; 30 inches when used as a..,. private stairway serving. less than 10 occupants. Section 3306 (b), Section 3301 (b). CSeventy eight inch minimum headroou clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from..a . •,. plane tangent to the stairway, tread nosings. , .3I5 Stairway handrails should not project more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306 (b). )26'Enc1osed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x,.@ 16" O.C. nailers. Section 3306 (m).(n).. ..161Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306 (g). and. Section 3304 (h). >4111- Provide a complete architectural section of ise. Show separate sources of power for exit the corridor, and exterior exit balcony, showing illumination and exit signs. (Occupant load all fire-resistive materials and details of exceeds 999 in A-i, 500 in A-2/2.1, 150 in construction for all floors, walls, roof and all churches, 100 in I's, 500 in 8-2 occupancies). penetrations. Section 3305 (g). Section 3313 (b) 2.. 441. Ceilings of combustible materials cannot be ,$?. The exit sign locations as shown are not: suspended below the one-hour corridor ceiling. adequate. Section 3305 (g). L EMAIUM 4 • Corridor walls may terminate at the ceiling : only if the ceiling is an element of a one-hour ', Provide notes and details to show the. fire-resistive floor or -roof System. elevator will comply with Sections 5101 through, Section 3305 (g). 5105. 0. GLASS AND (AZIJ (j) Specify on the window schedule the glass type and thickness to show. compliance with Table 54-A and B. . 160 Specify safety glazing for glazing in ous locations such as glass doors, glazing adjacent to such doors and glazing, adjacent-to walking surfaces. Section 5406. ~~st Glazing, in the same wall plane as a door, 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) 7. 162 Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface. . shall be safety glazing or shall have a Show that the power supply for exit horizontal member not less than 1-1/2 inches in illumination and exit signs is provided by two ' width and located between 24 and 36, inches above separate circuits. (Occupant load exceeds 50 in the walking surface. I occupancies and 100 in H occupancies and 300 , • . . in all others). Section 3313 (b) 1. . fO - / Z- 7' F-oo,z. 4 y c.&J' AJO 'J'fS .' 4J s T ].80" See attached details for approved methods of providing one-hour corridor construction. .iC When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). L5 Exterior exit balconies cannot be located in areas where protected openings are recpiired. Section 3305 (i). ..,•M. SIGNS ________ . . Exit signs are required for exits serving an occupant load exceeding 50. Shew all required exit sign locations. Section 3314 (a). Show that exits are lighted with, at least one foot candle at floor level. Section 3313 (a). 14 4/23/86 a )&3 Glazing in shower And tub enclosures shall be tempered, laminated or. approved plastic (including windows within 5 feet of tub or shower floor).. Section 5406 (d) 5. P. ROOF ~),e A fire-retardant roof covering is required. exceptions under Section 3202 (b). (@ Specify roof pitch. J46 Roof pitch is not adequate for roof covering specified. Specify minimum pitch of SSpecify roof material and application. 168 Specify ICB0,. UL or other recognized listing approval mber for roof materials not covered in UBC. R Specify roof. slope for drainage or design to support accumulated water. Section 3207 (a). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). )ZCSbow the legal basis to allow roof drainage to flow onto the adjacent property. B Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 12 (9,000 sq. ft. and 100 12, if sprinklered). Section 2516 (f). and B-4 occupancies with over 50,000 sq, ft. of undivided area and R occupancies over 15,000 sq. ft.* of single floor area shall have smoke and heat.vents per Section 3206. 174 Provide skylight details to show compliance ith Section 3401 and 5207 or provide ICB0 or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICB0 or other recognized approval listing. 16Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic areaif at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c)............. pTProvide a minimum 22" .x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205 (c). .. ,. 8ire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq ft.and there is not provided least 20 sq. ft. of opening entirely Above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall.ón 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). . jWire 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). )86Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate. floors. Sprinkler heads shall be accessible for servicing. Section 3802.(b). Jai-ire 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. Section 3802 /S' /3 Cc-45s' 4 c& ç i2 F- f2,4 T P'viic.' ç RE. c 'Zci) /67 IS 41 /L2'rt/O 12,.-'f47 i'24;•e4-,a/E7 7p /E,J1725 FAcAo 15 4/23/86 3P2 Provide fire sprinklers Section 506, 507, 508 or 3802. See also jurisdiction ordinance. When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. 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.. R. FOUNDMOM 18@5 Provide Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. S 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 foundation plan does not comply with the following soil report recommendation(s) for this project )89 Provide notes on the foundation plan. listing the soils report recommendations for foundation slab and building pad preparation. 190 Note on the foundation plan that: "Prior to e contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: the building-pad was prepared in accordance with the soils report: . the utility trenches have been properly backfilled and compacted, and; C. the foundation excavations, forming and reinforcement comply with the soils report and approved, plan". .• 191 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. .T Show height of all foundation walls. Chapter 23. ).) Show height of retained earth on all foundation walls. Chapter 23. 91 Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. the soil report). .. S J9 Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. 'F57 ,2t/' /,e,'r Pr' i2 0()Z7's. 7 - cC..L M/4 -r/7, 2 4 fZiPo4-r. i'7 P&,tj,ør kj 14 'Is to L<Lr 0VVe4cx- Spic.,ij 4-Jo Si r.s , fl#i Pc,,ôs# '• S . 16 L#/23/86 2W. Show minimum under floor ventilation equal to 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. ,2O( Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516 (c) 1. - 196 Note on plans that surface water will drain ay from building and show drainage pattern and key elevations. Section 2905 (f). 91 Dimension foundations per Table 29-A. orpm 611.0w I I pmjeioc I ThICkIIIS3C I u,stuaw I R=ft I FOUICAJIOSI WAU. I o ThICKNISS SUPPORTeD I I FOOTRID I OF FOOTING I GROUHO I 6, INN I I SURFACL FOUNOATIONI CONCRITI US$066! I I ol 011216j 12 2 I .1 3 I 7 i IS I I IlUIlOItSISI 241 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. 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. 202 • 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 (d). Show stepped footings for slopes steeper than 1:10. Section 2907 (c). J95 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. 296 Show pier size, spacing and depth into undisturbed soil. Table 29-A. .201. Show minimum under floor access of 18 inches by 24 inches. -Section 2516 (c) 2. - 17 4/23/86 S. MASONRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 52 6 and Section 2515 (a) regarding ties and £9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. 211. Show height and construction details of all onry walls. Chapter 24. 212- Note that cleanout openings shall be provided At the bottom of all cells to be grout filled over i+' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. (jj,) 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 2212 (j) 3. A. 234. Provide details for damp proofing the foundation walls, bOlow finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). Q215.215. Show a minimum 2" air space and flashing tween planter and building walls. Section 2516 (c) 7. T. FRAI(ING J.16 Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. S 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 (g). 2a. Show blocking at ends and at supports of floor joists, arid for rafters at exterior walls. Section 2517 (d) 3. J.9. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). 2.20 Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. _221 Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the Joist. Section 2517 (d) 5. .2. 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 tobe not less than. 45 degrees to the horizontal. Section 2517 (h) 5. .XZ. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 225 Show double top plate with minimum 48' S lap splice. Section2517 (g).2. Y16: Show nailing will. be in compliance with Table 25-Q. 227 Show or note fire stops at the following, locations per Section 2516 (f): 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. 18 4/23/86 2 2,t. Show stud size and spacing. Maximum allowable stud heights; bearingwall: 2 x 1 and 2 x 6 max. 10'; non-bearing: 2 x Le max. 141 , 2 x 6 max. 201. Table 25-R-3. 2,29r 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. 230 Note an A.I.T.C. Certificate of Compliance or glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 231. Detail all post to beam and post to -footing. connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K) and Section 4713 (d). 25C. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. j3 Provide truss details and truss calculations for this project. Provide roof framing plan. and floor framing plan. Section 302 (a) 7. Provide framing sections through. ). Specify all header sizes for opening over 4' wide. Section 2517 (g) S.-- ,23C Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. .• Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. . Show on the plans all structural requirements developed in the structural calculations. .24. Columns and posts located on concrete or: masonry floors or decks exposed. to the. weather.. or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used... Section 2516 (c) 4. 2,1. 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. Section 320 (a) 7. 19 4/23/86 244. Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x Is or 2 ea. 2 x 6 or 2 ea. 3 x Is top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 21!r Specify plywood grade and panel identification index. Table 25-N. -24'C When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 2&d. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. 2.48. 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. G Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. 5Gr Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). 24 Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. .282. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 20 4/23/86 MISCELLANEOUS Show light and ventilation, for areas customarily used by people, will comply with Section 605. Qom Provide details of restrooms to show pliance with Section 510 (b), regarding' floors, walls and' showers. Provide restrooms for each sex if the number of employees exceeds .14 and both sexes are employed. Section 705 (B occupancy) Show unenclosed' floor and-roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roOfs used for other than service to the building have 42" minimum height guardrail, through' which a 6" sphere cannot pass, and designed for 20 lbs. per un. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table-23-B. ' TITLE 24 RANDICAPP) ACCESS Q257 Provide note and details on the plans to show ompliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. V. EKERM CONSERVATION ~Z)lculations Provide mechanical plans, plan details, and completed forms to show compliance with state' regulations for energy conservation. 258 Provide electrical plans, plan details, calculations and the completed Form 5 to show compliance with state regulations for energy conservation. Incorporate 'in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". ~P,)—rks, Please see additional corrections, or on the following page. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact ,QO3Er. C 14oc7e1J 26/ 'S6' A?cD a ,L - - - at Esgil Corporation. Thank you. Enclosures: • • 32. I)- CITY OF CARLSBAD 0 PLAN CHECK NO. 87-371 AUGUST 14, 1987 0 . ADDITIONAL CORRECTIONS ENERGY 262. The energy design provides does not match the plans. The cash room and vault are not conditioned floor area. (No conditioned air supplied directly or indirectly to this area). All opaque exterior walls and doors are not shown in energy design form CF-2. Clear story stud walls are not shown. The plans show much more glazing area than shown on the plans. Note sash area is counted as glazing area and look. for the clear story glazing. The effect of wood framing on overall R-value of wall insulation is not shown in form CF-3,. 0• 0 The lighting design does not show the restrooms. 263. Clearly show tasks to allow illuminance category E in storage room (119), public concourse, and new accounts. See Title 24 Section 2-5342(d) 2A.(1). 264. Electrical/telephone room is a utility room and is allowed only illuminance category 'B'. ELECTRICAL 0 265. Submit plot plan showing location of all services; switchboards;. and panels. Also the locationof "SBA". I recommend you check with SDG&E on meter location. 0 266. Submit electrical load calculations and/or panels schedules. Complete panel. "P1" (i.e. all lighting loads). 267. Cold water electrode conductor is undersized minimum #2 Cu.. 268. Circuit P-i, 27 is undersized. 269. Change general note #1 to 1984 N.E.C. 0 0 If you have any questions, please contact Robert C. Hoglen of Esgil Corporation at (619) 560-1468. Thank you. . SUppLF1ENTAL pi.0 CORRECTION sii FOR SPECIAL INSPECTION The following must be identified on the plan title sheet or the structural specification sheet per UBC Sections 302, 305 (f), and 306 (a) through (f): D1. Note that continuous inspection shall be performed by qualified special inspectors retained by the owner and approved by the Building Official, to act as a special inspector for the following types of construction: CONCRETE REINFORCING STEEL AND PRESTRESSED STEEL FOR PRESTRESSED CONCRETE_______________________ (2) WELDING .f7,..o . D. HIGH-STRENGTH BOLTING . . E. STRUCTURAL MASONRY F.. PILING, DRILLED PIERS, AND CAISSONS_________________________________________________ SPRAYED-ON FIREPROOFING_______________________________________________________________ OTHER SPECIAL CASES: . FIELD FABRICATED TRUSSES 2. Provide the following statements on the plans: A. The permit applicant shall retain the design engineer or architect of record or other responsible engineer approved by the Building Official to ensure that: 1. all elements of construction which require special inspection are inspected by qualified deputy inspectors approved by the Building Official; and 2. all code deficiencies detected and deviations from the approved plans are brought to the attention of the contractor for correction, and if not corrected, revised designs to overcome the deficiency shall be prepared by the design engineer or architect of. record for approval by the Building Official; and 3. all corrective work required is completed in accordance with the approved plans, specifications, and City adopted codes. B. A final inspection report, signed by the special inspector and the responsibleengineer, is submitted to the Building Official upon the completion of each element requiring special inspection. The ieport must.certify that the work was in compliance with the approved plans, specifications and applicable City codes including any authorized changes to the plans. 3. Note that evidence will be provided to the Building Official that the following items were fabricated in an approved manner (Certificate of Compliance, approved fabricator certification, mill reports, etc.): . . . . GLU-LAN BEANS_________________________________________________________________ B. PRECAST CONCRETE_________________________________________________________________ C REINFORCING STEEL_____________________________________________________________ 0 STRUCTURAL STEEL______________________________________________________________ E. TRUSSES . F. INSULATION___________________________________________________________________ G. OTHER 4. Note on the plan that it is the responsibility of the design engineer to review and approve structural shop drawings, truss details and specifications and provide documented approval for same to the Building Official for his approval. 5. Note on the plans that the owner shall arrange for performance tests to be. conducted to the satisfaction of the Building Offiàial of the following: A. FIRE EXTINGUISHING SYSTEMS B. SMOKE CONTROL ASSEMBLIES C. EMERGENCY EXIT LIGHTING D. EMERGENCY POWER SUPPLY E. AUTOMATIC CLOSERS . F. OTHER__________________ SI 123085 12/30/85 TITLE 24: DISABLED ACCESS REGULATIONS NON—RESIDENTIAL CHECK LISI AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. LXSANDSIDEWALLS(SEC. 2-3325) I, Walks and sidewalks sissfl have a continuous corn- (a not interrupted by steps or by abrupt changes in level exceeding Vs inch. and shall be a minimum of 48 inches in width. Surfaces with a slope of less than 6 percent gradient shall be as least as slip-resistant as that described as 0a medium salted finish. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. Surface cross slopes shall not exceed ¼ inch per foot. Walks. sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to 44 inch in the direction of traffic flow. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. Abrupt changes in level along any accessible route 7. e shall not exceed 54 inch. When changes in level do occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding 54 inch may. be vevtical. When changes in levels greater than 44 inch are necessary they shall comply with the requirements (or curb ramps. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk, Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. _.Ar All walks with continuous gradients shalt have level areas at least 5 feet in length at intervals of at least every 400 feet. - G3i3. ZAROS (SEC. 2-3326) I Warning curbs, Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, Shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required- when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk: the walk is S percent or less gradient or 0no adjacent hazard exists. 2. Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 30 inches above she walking surface as measured from the bottom of the obstruction, C. RKINC (SEC. 2'7102) I. The following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Puking Spaces Spaces Required 1. 40....,.. 41. 80....... 2 81.120 .......3 121.160 .......4 161.300 .......S 301.400 .......6 401.500 .......7 over 500 . . . . . . . I for each 200 additional spaces provided When less than S parking spaces are provided, one shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading ares. 2. Physii,ully handicapped packing spaces shall be lu. cated as near as practical to a primary entrance. If unlV one space is pri.vided, it shall be 14 feet wide and lined to provide a 9 tntst parking area and a 5 fuel loading and unloading area. When more than one space is provided in lieu of providing a 14 foot wide space for each packing space, two spaces can be provided within a 23 loot wide area lined to provide a9 (out parking area on each side of a S loot loading and unloading area in the center. The min- imum length of each parking space shall be 18 fees. each parking area, a humper or curb shall be pro- vided and located to prevent encroachment of cats over the required width 01 walkwevs. Also. the space shall be sit located that a handicapped person is not compelled to wheel or walk behind packed cars other than their Own. Pedestrian ways which ate accessible to the physi- cally handicapped shall be provided from each such parking space to realted facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. EXCEPTIONS; 1, Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. 4. iafsce dopes of parking spaces for the physically handicapped shall not exceed ¼ inch per toot in any direction. loe Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 3 feet 2 inches where required for accessibility to handicapped parking spaces. 6. Handicap osritinq sden(4cstacn ssqrrs snail be provided as required by Section Z-7102(e), in Use follovsnq location.: a. an its. Pavement Vitlito Cedi required' paF- inq some U. At the ssitrsse to on parking facility- 00 FACILITIES (SEC. 2-511) ,l Where separate facilities are provided for non-handi- capped persons of each sex.. separate fatalities shall be provided for handicapped persona of each sex also. Where unisex facilities are provided for non. handicapped persons, such unisex fatalities shall be provided for the handicapped. 2(Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. ',8"Passsgcways lading to sanitary facilities shall have a clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall have: A clear unobstructed opening width of 32 inches. A level and clear area for a rrwumusn depth of 60 inches in the direction of the door swing as measured at right angles to the plane of the Ilior in its closed position, and 44 inches where :hc door swings away from the level and clear area, 4. Multiple accommodation toilet facilities shall have the following: A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inchei, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches. 101( A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall as one side of the water closet and a 48 inch Long clear space in front of the water closet it the compartment has an end opening door ((atari; the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Crab bars shall not project more than 3 inches into the clear spaces as specified above. Gc) A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of 32 inches when located at the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position. Except for door opening widths and door swings, a clear unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front 102385 of a water doses compaalmcnt shall be not leas that 48 inches as measured at right angles to eons- pa,tment door in its dosed pos.uois. ,)' Slnq&. accommodation toilet (seiliti.s shah ha,e the foius.vq, There snail b. sufficient space in the toilet room for • s..Lcflair a- uruig 30 triers.. .sd. av 58 men., long to enter ine tone am g.rutt the door to chose. the "tar closet snail be Located in a seu Witch prneid.a a 8 inert aid@ clear so.c, -frne a ft.- tutu or a 12 men aid. char some from a well at. as@ side of ine aster closet and 4.8 inch.. of char s.ce in trerst of the voter closet. In an existing building a single accommodation toilet tcihity may have the water closet fixture located in a compartment which provides a dear space of not lea than 36 inches wide by 48 inches long its front ,f the water closet. ,2 Crab bars located on each side, or one side of the back of the physically handicapped toilet stall or Compartment shall be securely attached 33 inches above and parallel to the floor. Crab bars at the side shall be at least 42 inches long with the front end' positioned 24 inches in (runt of the water closet stool and grab bars at the back shall be not lea than 36 inches long. The diameter or Width of the gripping surfaces of a grab bar shall be 1'A inch to Itt inch or the shape shall provide an equivalent gripping surface. If grab ban are mounted adjacent to a wall, the space be- tween the wall and the grab bars shall be Itt inches. dear floor space 30 inches by48 inches sAa1lbc provided in (tent of a lavatory to allow a forward approach, Such clear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the Lavatory. ,.E Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. Whoce fscjhjtA.s far bathuiq ate provided for the public, clients orsaviors". including Woaurs, bathtubs or locaurs, at least asm such facility sh&Ll cly with the Psaidi- eso access standards in Suction 2-511(a)9. 11. l/t Inch thick identification søLa 36811 he provided on door, to sanitary facilities. A 12 triers trssnqhe fat man and 12 ii di.- aster circle for woman is rewired. 'PoTh TER CLOSETS (SEC. 5-1502') 1. e height of accessible wager doseta shall be a nun- mum of 11 inches and a maximum of 19 inches measured to the top of the toilet scat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 lb or by a remote low voltage button. The handle or button shall be located so they are operable without requiting excessive body movement, F URINALS (SEC. 5-103) Where urinals are provided at least one elongated rim at a maximum of 17 inches above the floor is 0required. Flush controls shall be hand operated, and shall be mounted no mere than 44 inches above the floor. VATO RIES (SEC. 5-1504) Lavatories shall be mounted with a clearance of at least 29 incur, from the floor to the bottom of the apron with knee clearance under the front lip ex- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of C 17 inches deep from the front of the lavatory. Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no 0 sharp 'or abrasive surfaces under lavatones. Faucet controls and operating mechanism, shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force ,-1uied In activate controls shall be no greater than S lb. Lcver.opeisted, push-type and electronically controlled mechanisms ate esamplc, of acceptable designs, Self-dosing valves are allowed if the faucet remains open for at least 10 seconds. PACE 2 1,61D*INIU?4G FOUNTAINS (SEC_ 5-1507, 2-511) The drinking fountain shall be a minimum of IS inches in depth and there shill be cleat and unob- structed spaces under the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain is not acceptable. .2( The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches of the (runt of the fountain, a push bat control along the front of the drinking fountain. etc. The bubbler outlet orifice shall be bated within 6 inches of the front of the drinking fountain said shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. ,J("Vhcre water fountains are provided, they shall be in,..stcd completely within alcoves, or otherwise posiuoned to as not to encroach, into pedestrian ways. (j DOORS Ic HARDWARE (SEC. 2-330 1. 3 304°) ,,X'All primary entrances to buildings shall be made accessible to the handicapped. Hand activated door opening hardware shall' be' 2. ' centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which are in a path of travel, shall be oper. able with a single effort by lever type hardware, by panic ban, push-pull activating bars, or other hard- ware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shell operate as above in egress direction. Doors to individual hotel or motel units shall oper- ate simiLarly, except that when bolt and unlatching operation is key operated from corridor orextenor side of unit door, large bow keys (2 inch) (WI bow or 1.4 inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead' lock activation on room tide of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. ,,Z'Width and Heights. I. Every required exit doorway shall be of a size a, to permit the installation of a door not less than 3 feet its width and not lea than 6 feet, 3 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the cleat width of the exitway is not lea than 32 indies. For hinged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entrance for the physically handicapped, 5. Maximum effort to operate doors shall not exceed 8..S pounds for exterior doors and 3 pounds for interior door, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operator, may be utilized to meet the above standards. When lire doors are required. Use maximum effort to operate the door may be increased not to exceed IS pounds. ,E Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. / Thresholds shall not exceed Ys inch in height. Where turnstiles e used a door or gate that is accessible to the u handicapped shall be provided within 30 fret. Dali be a 1...! ci.ur .r.. as ..cts side of an .sit or p..s.q. door. Provide 60 inchve clear in the direction of the door s,srq and at lrsen.a on the sade opeousts the door sesral direction. Wa.ur.asnta are to be at right w.qhua to the chased door. 102385 The aidth of the required level area on the side into shiCh the door asinqa srs.Z.l extend 24 inch.s pact the strike edge for exterior doors and 18 incfea peat the strike edge for interior door.. The specs b.t,..ii two consecutive door opening, in a ...stibu.Le serving other than a required east stairway shall provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door is open 900. 0oors into a vestibule shall swing in the same direc- tion or they both snail swing away from the vestibule. - Am azr a.aa.iics (SEC. 2-3305) Corrirm that sitaud zoo rise In Length melt: a. Hisi a sinidams clear sidth of 60 mete,; Have at a central location, a 60 mets a 60 inCh minsem wheelchair turninq/paaasng space: or C. Have at a central location, an intervening cross corridor (aini.mm 44); or d. Hive at a central locution, an apenuole door mien provides complying access to an area adjacent to the corridor. lJ$tiATS (SEC. 2-3306) J,( Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plu, the ad width beyond U'e bottom nosing. ,,2 The handgrip portion of handrails shall be not Is" than 1-1/4 inches nor more than 2 inches In crosa-sectional dimension or the shape shaLl provide an equivalent gripping surface and Small Piav* a me oath surface with no sisaro corner,. upper approach and the laser tread of each interior stair and every tread of exterior stair, shall be marked by a strip of clearly con- treating color, at least 2 inches wide, placed parallel to, and not ear, than 1 Inch from the noa. of the step or landing to alert the visually red. (RppUea to atairs with 2 or ear, rimers) /4 (efl stairways are not permitted. Steers sisail be suffIciently solid to prevent use pg- of objects larger than 1/4 Inch. Ix- Trand surfaces shell be slip-resistant and sis.0 Plays eaootj,, raud,d or dsee(ered ewpoaed edges. The loser front edge shall be beveled or rounded. )dlàainq shall not project more than 1-1/2 Inch peat the face of the riser below. (zirs (SEC. 2-3307) 112 \_ Thealopco(arampshallnoeexceed I in 12. The top landings on a tamp muse be at least 60 incites in depth. 3 It* door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door n4.4. The top landing shall have a width not less than ta depth. idnS . e top landing shall extend not less than 24 inches _beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. 6. me bottom landing shall be not less than 72 inches deep Intermediate landings shall be provided at turns and OS. whenever the change in level exceeds 30 inches. Intermediate landings on straight ramps shall have a depth of not less than Intermediate landings on ramps thai turn greater than 30 degrees "I be og less than 6 feet in depth. pa shall be not less than 4 feet wide. 'amps serving a primary entrance for an occupant 9load of 300 or more shall be not less than S test - wide. II. Handrails shall be placed on each side of each ramp and shall extend 12 incises beyond the top and bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. PACE 3 (SEC. 2.5103) At least one ilevator ihail hey a minimum in- dow car platform of 6 rise 3 inch.s aide by 4 - feet 3 inch.. deep with a minimum clearopening width of 42 incIse. in buildings more than three stories in IsesqIst and its all buildings mere elevators are required. Passenger elevators in buildings otheC than thoue required in No. 1 above and serving an occupant load of sore than 50 snail hive a .inim.le usaide car platfarm of 5 feet 3 incises wid, by 4 fist 3 inches desp. Door, snail be 3 feet clear aide slide-type. Psuiqer elevators in buildings other than these required in No. 1 above and serving an occupant Load of lea, than 50 small have a minimum inside car platform of 4 feet 6 inches wide by 4 feet 6 ljses deep. The dour opening shall be at least 2 feat 3 inches clear width. All passenger elevators shall have handrail lo- cated 2 feet 6 incises to 2 feet 10 inches above WO cur platform. 3. Elevator car operation buttons need to be with- in reach of asseeicssasr users and of a type that blind or partially Sighted persona can identify as required by Section 2-5103 (ii) 6. lcnair Lift, shall comply with See-2-5106 REI•U AREAS (SEC. 2-3 303 )(rIRE.sHA&.REQ.LATED. Every milti-story building Wise, access is pro- vided for the physically handicapped shall have designated (aiqnuee) room or areas on each floor to provide safe refuge for Use handicapped. Refuge areas are not required on stories opening to grad@ or with rama to grade or in stories used only as service basncs or only for pack- mg. LzPtocs (SEC. 2-511) Ceneral. If PIA11C t.I,1fl,..,.s are prOvided. Uley Small comoly with Section 2-511(d) 9,çCTRECM. (2' Cleetricat rucaptuele. (15, 20 mid 30 s) shall be at least 12 inches some the floor. Section 3-210-50(e) Switch" and controls for lights, appliances, coalIng, heating and ventilating equipment snail be not Lees than 3 feet nor more than 4 feet some the floor. Section 3-e0-8 ( c) f ire alarm initiating device, snail be 38 inches above tlsa floor, grosald or sidewalk. Section 3-760-a.1 aCtassCY RC0UIRE!N111 Chapters 2-4 through 2.14 have soecific occupancy rmpsirsurnts for access in addition to the general. requirements listed spay,. Provide rates and be- taila to comply with_______________________________ 102385 NONRESIDENTIAL ENERGY STANDARDS APPLICPLBLE TO OCCUPANCIES A, B, E AND H Effective with 'permit applications submitted, commencing January. 1., 1987, th'e new energy standards require specific data besubmitted at the time Of permit application. The proposed design data.must be shown on the plans using a properly completed Certificate, of compliance (2.page,Form CF-1) signed by the licensed design professional and the building owner. : Plan check of plans submitted without the required data cannot proceed as there is no means to. plan check the mechanical, electrical', HVAC and building component systems for compliance with the standard applicable to'.a proposed building. Plan check would: be. deferred .until the required data' is received. Attached i's material to aid applicants only in determining which, non-.. residential'-design. standards, will apply to their building.. The attached information does not address the detailed design' requirements.. Detailed design requirements are set forth in the appropriate standards, contained in the state law and the appropriate design manual The 1978, first generation standards will still apply to A, B, E and H occupancies having conditioned space, except offices.. ,Off ices for which permit application was made on or after January 1, 1987 must comply with the second generation nonresidential standards The second generation standards are optional uniti 1/1/88, for retail and wholesale uses after, which date the second generation standards are mandatory. . Information regarding 'ordering various design manuals by,. mail . can be obtained by contacting: . . . . .' California Energy Commission Accounting Office 1516 Ninth Street, MS 42 Sacramento, CA 95814 Tel: (916) 324-3014 California Building Officials maintain an energy hotline to answer questions: . (916) 456-3823. 10:00am-12:00noort and 1:00pm-4:00pm . . (916) 324-3376 8,:00am-12:00noon and 1:00pm-5:00pm Attachments: 1. Application of Standards list ,2. Example i-i and 1-2 from California Energy Commission second generation nonresidential standards 3. Certificate of Compliance (2 page, Form CF-1) 2/4/87 (APPLICABLE TO PERMIT FOR OCCUPANCIES A, B, \ND "SPECULATIVE ALTERATIONS AND ADDITIONS) SECOND GENERATION NON-RESIDENTIAL STANDARDS APPLICATIONS SUBMITTED AFTER JANUARY 1, 1987 E, OR H FOR NEW BUILDINGS, INCLUDING "SHELL BUILDINGS, AND TENANT IMPROVEMENTS AND OTHER APPLICATION OF THE STANDARDS Construction that does not increase condi.- tioncd space In an existing building, where applications for the existing building permit was before January 1,, 1987, cannot Increase the overall U-value or overall thermal transfer value, new HVAC systems or equipment must comply with the prescripture requirements of the second generation non-residential standards including the HVAC power indices that may apply and when improvements or modifications to the lighting system increase the connected load, then the proposed improvements must comply with the set of standards that are in effect for the occupancy . . . type at the time the permit application-. for the lighting improvements are proposed. This has special significance for speculative buildings that are originally permitted under the first generation standards, but for which tenant improvements are made after the second generation energy standards have become mandatory. (See attached examples 1-1. and 1-2) j. For construction in an existing building, / that increases the conditioned floor area, the set of standards that are-in effect at the time of the permit application apply to the increased', conditioned floor -. area as though it were a separate new building. The conditioned floor area of 'a building is usually increased in one of two ways: Space is added to the building, such as additional floors or a new wing. Heating and/or cooling systems are extended to spaces that were previously unconditioned. . ,( z. Certificate of Compliance (Form CF-1). / must be Included with all building permit applications submitted after January 1, 1987, subject to energy conservation I.e., second gcnerattOn non-residential standards, first generation non-residential standards adopted in 1982, single family homes and apartment buildings and other low-rise residential buildings of three stories or less and first generation residential staidards for hotels and motels and high-rise residential buildings of four stories or more. The Certificate of Compliance must' be signed by the professional (or professionals) -responsible: for design and the owner. These signatures represent a commitment to make future building Improvements or modifications according to the standards indicated on the Certificate of Compliance. Section 1403(a)1 of the standardsrequires that the energy calculations be a person eligible to sign the plans under 't"5izsiness and Professions Cod" Under the terms and restrictions of some licenses, for example, an electrical engineer may be able to sign some documents and specifications such as electrical plans and lighting energy documentation, but no HVAC plans and documenta- tion. The section does not require that the documen- tation be prepared by a licensed person, only that the documentation be signed by an authorized person who will take responsibi- lity for their correctness in showing compliance with the building energy efficiency standards. For example, comoutér runs and calculations that are prepared by an unlicensed energy consultant must be signed by the responsible person, such as a registered architect or civil engineer. When either of these two events occur, A copy of Form CF-I, complete and signed, the envelope and lighting requirements must be permanently printed on the plans, of the prescriptive standard apply to This enables the code enforcement official the increased conditioned space only. to verify that the copies of form CF-1 submitted it is not necessary to upgrade the envelope with future permit applications (for modifications or lighting system of the existing building. to the building) are consistent with the , Original Form CF-L. (See attached example 1'1 and 1-2) 5. Note on the plans that a separate copy of Form CF-1 was retained by the building owner to be passed on to fu\ture owners or tenants of the building so that they will have a record of the energy efficiency Standards that will apply to future modifi- cations. it is the responsibility of futute building permit applicants to resubmit the previously approved Form CF-1 with subsequent permit applications. / It the building applicant does not have a copy of the energy. standards compliance forms originally approved, the applicant must comply with the standards presently in effect. 9. The mandatory measures apply to all new construction, regardless of the date of the original permit or whether conditioned space is increased. The mandatory muasures only apply to building components, systems or specific pieces.of equipment that are part of the construction project. The mandatory switching requirements, for instance, would only apply if rectr- cutting were proposed as part of the project. 1% Existing buildings. for which the original As with speculative buildings. a Certificate 7' permit application was made after January 10 of Compll.inc'e would be submitted to document 1981 should have the Certificate Of assumptions made about, future building Compliance available to aUOW comparing improvements. In the case of shell buildings, the design of proposed alterations. multiple Certificates of Compliance may (no increase in conditioned space) or be requtred along with multiple documentation. additions (conditioned space Increased) It is also suggested that performance with the original design assumed-when calculations, which specify less than the building was constructed, the alterations 1.4 Watts/s be accepted only when the or additions must be consistent with designer can demonstrate a capability the original design assumptions. The to construct a building with lighting designer may choose to modify the original loads of the proposed level. Also air Certificate of Compliance by showing . conditioning units with an SEER greater the modified design complies with the than 10 should be accepted only when standards. The new Certificate of Compliance there is documentation of at, least two would govern-any future modifications . available brands mecting.the proposed or additions, requirements. It the original Certificate of Compliance . cannot be located'thcn the entire building, 33. :Mixed use buildings must comply •etth Including the proposed alterations or . .the specific standards pertinent to the additions, must be shown to comply with, various occupancies with the building. the current standards. If mixed use building design has a single 1/. Speculative buildings are defined as predominant occupancy with other smaller those buildings where the occupancy , ' subordinate occupancies the building type is known at the time of building need only meet the provisions of the permit application, but the plans and predominant occupancy so. long as: specifications do not include design details about the lighting system and/or Cl) ' the subordinate occupancies total , the final HVAC improvements. The lighting . less than '1,000 square feet and and/or final HVAC Improvements are to are less than 30 percent of the be made by the tenants on a space-by- . .. . total conditioned -floor area or space basis as the building is leased. . (2) the subordinate occupancies constitute At the time of the original building , less than 10 percent of the total permit, assumptions regarding future ' . . . conditioned floor area. - lighting and HVAC improvements must be made to determine if the building will ' . When ,one of the above, exceptions do not comply with the standards. This is . apply, either the prescriptive or performance especially important with the performance approach may be applied according to approach. . . ' . . the following guidelines: When the oricinat plans for a speculative With the prescriptive approach, each building are submitted to the enforcement . . ... .occupancy must be-analyzed-and shown................... - - agency, the Certificate of Compliance . . . to comply separately. The appropriate,' should specify the assumptions required compliance documentation should'he about future building improvements. ' . .. . . completed for each- occupancy. No trade- offs are allowed between occupancies When using the prescriptive approach, . Under this approach. the Certificate of Compliance should ;- specify the alternative component package . With the performance approach, the occupancies Used to show compliance at the time of may be analyzed together -or separately, the initial permit application. This depending on special circumstances. It same package would be applied to any is generally necessary to analyze the occupan- future work that is performed on the des separately when they are covered by building, unless compliance is redemon- . . different standards. For instance low- strated for the whole building at the ._.. rise residential and office space within time of the future work. ' . ' the same building would have to:be an51yzed - separately since they are covered by two 2. Shell buildings are' defined as those struc- separate standards, each with its own approved f tures where the ultimate occupancy of calculation methods, operating assumptions the building is not known when the original etc. If retail and office' were together building permit application is (tied, in the same building, it would be possible The structure, for example could eventually . to analyze both occupancies together since be used as an office, warehouse, restaurant . they. are covered by the sane standard. or retail space, depending on market When occupancies are analyzed together, demand. This means that the building there may be tradeoffs between occupancies. could be covered by the first generation otherwise, tradeoffs are not possible, nonresidential energy standards or the second. 4. Processing for fast-track processing is i" a mechanism established through cooperation To address this potential problem, it between the developer and the local jurisdic- is recommended that multiple compliance tion to speed development review time and documentation be submitted for shell to facilitate the ability to apply for buildings. Multiple documentation ensures and receive approval for permits In stages. that the seruct!jre will comply with whatever The enforcement issue with fast-tract buildings energy conservation standards are applicable is much the same as for speculative buildings. to the eventual occupancy type. Assumptions must be made early on about Subsequent permit applications for completion lighting and/or iivc designs that have not yet been drawn up. The is problem Of the building should also be submitted - . slightly less complicated since fast- with multiple documentation unless the track buildings are often carried to Occupancy has been clearly Identified completion by thã same design/developer and falls within a single set of standards. team. Since the Issues are similar, the Future changes of occupancy would require documentation '. recommendations for shell and speculative that verifies satisfaction . buildings would generally apply. Of the appropriate see of standards. INTLODOCTION Section 1.6 s.XA.'fPL.g 1-1 Mew Ci: trucU on in an 9xisting 13 ui 1 ding SITUATION: The basement of an existing two-story office building in Sacramento (cli- mace zone: 12) is used for dead storage and is neither heated. or cooled. The basement is proposed to be converted to leasable office space.. A new. lighting system would be installed along with other interior improvements, including new wall, finishes 'on the exterior walls. The basement 'walls are built of .8 inch normal weight, concrete masonry unitsand are grouted solid. The existing walls have a heat capacity of 16.8 and an R-'value'of 1.78. There are no windows,and no new windows are proposed.. ' The existing building is served by a cencral variable air volume system with hot water reheat. -The system is of adequate size to serve the basetncnt,withno, modifications other than extending the ductwork.: The permit for.the original building was obtained in 1.56. ODZ ).?rLzCTIOU: in 'this' example, the code is triggered because there. is. an increase in conditioned area. ' Since the original building permit was obtained, before January 1, 1987, there is no certificate of ctxoplia:nce for the building. f the prescriptive, approach is used, the requirements apply only, to those. building components proposed to be altered, in this case 'the lighting ...System, the exterior opaque walls and the new ductwork--a'ndpipi-ng. package -A A is selected the lighting power density would be 1'iwited to 1.5 Watts/sf and insulation must. be installed on the exteriorwalls to achieve a total R-value of 5.8. If package C is selected, the lighting power. density would be limited to 1.4 Watts/sf and the total R-value of the exterior wall need only be 2.0. This could be met by the addition of a furring space and the interior drywall. ' Alternativel-y, the applicant could use the tailored lighting power density method to justify higher lighting power density if there were unusual lighting needs. This option is discussed in greater detail in Section 3-3. No improvements would have to be made to the existing UVAC system, but the new ductwork and piping would have to be installed in accordance with, the, mandatory requirements discussed Chapter 2.0 of the manual. The lighting system mandatory requirements. would also have to be met, (switching and energy efficient ballasts). If Package A is selected and exterior wall insulation is required, then the insulation must meet the mandatory re- quirements dealing with insulation quality. If the performance approach is used, then the budget for low-rise office buildings would apply. The budget could be met separately for the basement or together with the existing building. This option is discussed in more dtaj1 in Chapter 4.0.. Even with the performance approach, the mandatory requirements discussed above would have to be' met. Xe',iged Scpt.iiber 196 , , ' ,1-18 INTRODUCTION Section 1.6 • • ExAMPr.E 1-2 Final Xmpràve.ments in a Speculative Boilding SITUATION: A permit was issued in 1.985 for a,speculative office building under the first generation nonresidential energy standards. The permit included the building shell and, the central UVAC system. After the new standards bcame mandatory, a tenant leases space in the building and files. for a' building permit to install, interior finishes, a lighting system and final duct runs from the VAV boxes. WOE APUIcATION:'. Since the building was permitted be fore.January 1, 1987, no Certificate of' Compliance'exists for the building. 'Also, because the HVAC,system'hadbeen' previously perthitted, the tenant improvements would be trea;ted':,as' construction that does not increase the conditioned space of the building..''.. and only. those building components or systems being altered would. have to'...:' comply with the 'new standards, ' The second generation standards, not' the'"V. first, apply to the tenant improvements. ' ',: "•'' -' No upgiades would be required for the building envelope or the 'JIVAC system since the tenant proposed to do no work on these systems. The lighting 'system would have to comply with the second generation nonresidential 'energy standards, since there is an increase in lighting': load, i.e. a new lighting system is being installed in a tenant space' that' currently has no lighting system. Had the building permit for the original building shell been issued without the HVAC system, the proposed tenant improvements would have had to include. installation of an HVAC system. In this event, the tenant improvements would be considered to increase 'the 'conditioned space of the building 'aid all requirements of the new standards would be triggered, including a possible upgrade of the building envelope. ' Revised Sepe*ber 1986 • , •• 1-20 ( 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; Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 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; Be able to terminate all heating at 70°F or less; and S . 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 2-5315(a) 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 S , 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 S S Section 2-5317. 5 (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 ret- quirements. Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. 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 :scuare 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 luminairein 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-(Ex ' cluding: waterheaters of the non-storage electrictype 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 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS . (To be noted on plans or specifications) S CONSTRUCTION COMPLIANCE . (a) Prior to occupancy of the building the person . I responsible for the construction or installation shall provide the building department a signed :... statement, showing the building permit number, and 1istinga11 the manufactured devices in- . 0 stalled, including the. name of the manufacturer., . .... model number date of manufacture, manufacturer's stated efficiency, including the source cooling . power index, source heating power index and .•. fan performance index of each HVAC system. In lieu of the list reference may be made to the •0 plans and specifications, if all the above in- •. . formation was contained in the plans and . •0• •••0 .specifications., . . . . . •: Each document shall be signed by the person re- . sponsible for Its preparation. The signer shall . beacivi.l engineer, mechanical engineer, . electrical engineer, architect, building designer, general building contractor, or specialty con- -licensed or registered to practice by : the State of California; ar shall be the building owner if he or she is allowed by law to prepare the document. If more than one person has S responsibility for building design or construc- tion, each person may prepare and sign the document or documents applicable to that portion of the design or construction for which the person was responsible; or the person with chief responsibility for design or construction may prepare and sign the document for the entire . design-or construction. INSULATION CERTIFICATION Prior to occupancy the insulation installer shall post in a conspicuous location in the build- . ing, a signed certificate containing the build- ing permit number and stating the insulation was. S installed in accordance with the approved plans • . . and specifications. The certificate should also S show the manufacturer's name, material identifi- cation, "R" value and, for blown insulation, the S minimum weight per square foot consistent with manufacturer's design data. . Late 7-2-97 Jurisdiction_C,. ô Prepared by S B1d. Dep. VALUATION AND PLAN CHECK EE Q EsgIl - PLAN CHECK NO._3771 5' BUILDING ADDRESS /A APPLICANT/CONTACT Roper--,2T PHONE NO.('c') 57 -/-?/7 BUILDING OCCUPANCY J3 - - DESIGNER PHONE_4 -1 • • TYPE OF CONSTRUCTION V Al CONTRACTOR ?ONE S. BUILDING PORTION BUILDING A*'zZA VALUATION VALUE .ULTI?LIEP 00 397/ • S. + I . Air Conditioning Commercial _21° /3.3$- esidervtia1 Res. or Comm. Fire Srjr.k1ers S S -- Tat a2. Value 1 Fee Adjusted To Reflect 0 (nergy Regulations (Fee x 1.1) 5 0 Handicapped ReguLaLions (Fee x 1.065) • 5; Building Permit Fee $ S 170 Plan Check Fee S COMMENTS: 8/4/82 C) NEW El Ed, El E b/fl El D 17 D .. t3 D D a. a a) a a) a) C) a) a) D .fl ENGINEERING CHECKLIST s LEGEND Date _7ZI87 . Item Complete Plan Check No. 7-37I Project Address IBIOf'lARROM RD J- lncóiniIete- Needs Project Name c5,v1N3 Field Check ate: . 1,2,3 Number in circle indicates planchec.k By: . number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. Provide afully dimensioned site plan drawn to scale. Show: North. arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish, grade adjacent to building, existing topographical lines, existing. • • and proposed slopes, driveway and percent (%) grade and drainage patterns 3. Provide legal description, of property. L Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. • (Separate submittal to Engineering Department required for Grading Permit). . ,• 6. Grading plans in plan check PE,, . • . 7. Need the following completed prior to building permit issuance: 'Grading..plans signed. Grading permit issued. C Grading completed. . D. Certification letter and compaction reports submitted. • E. Grading inspected and permit, signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way • . (e.g., driveway approach, • sidewalk, connection to water main, etc). • . . • 9. • Industrial Waste' Permit application required. To be filled out completely and returned to Development Processing. , • FEES REQUIRED Park-in-Lieu fees required. Quadrant: Fee Per Unit: TotalFee: Traffic impact fee required. Fee Per Unit: - -i Total Fee: 35cJo 0 Bridge and Thoroughfare fee required. Fee Per Unit: , Total Fee: 13 Public facilities fee required E Facilities management fee required. Fee:1 1a I v E Additional EDU's required: 3.24 . Sewer connection fee: 3'2o Sewer permit no. 3I6 Sewer lateral required: 44.,. . REMARKS 32jQ.. 4.4t TIF 663/q' x xJz cu 0 K to is Date /0-1— 9 7 If you have any questions about any of the bove items identified on this plan check, please call the Development Processing Department at 438-1161. ; 4- . - C5 4- C 0 D PLANNING CHECKLIST ) 0a) Iv 0> ) > a) > a Plan Check No. 7-37I Address /8/o /VThRRONR/ Type of Project and Use —Liivci,v 5vi's • - Zone Use Allowed? YES ____ NO Setback: Front Side OJ( Rear Ok School District: San Dieguito • Encinitas Carlsbad San Marcos Discretionary Action Required YES NO Type Environmental Required YES NO fl 0 fl Landscape Plan Required YES NO Comments - - O 0 fl Coastal Permit Required YES NO 0 0 Additional Comments OK DATE -g- TO •• S 2560 ORION WAY Citp of Carl.5bab PAGE 1 CARLSBAD, CA 92008 : FIRE DEPARTMENT (619) 931-2121 APPROVED PLAN CHECK REPORT PLAN CHECK# 371. PROJECT IM'O//J Sqv,,';s ADDRESS /&'O AfAZ4'O,t/ ,€O4L2 ARCHITECT I7 101ID4'Øj of-ASADS ADDRESS 5oo C4JM,,.r dif. PHONE 71V- Rr Z342. OWNER '•ADbRESS Ale __ . PHONE OCCUPANCY BP- CONST. __________ STORIES . OSPRINKLERED TENANTIMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING . TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: •• . PLANS, SPECIFICATIONS, AND. PERMITS •.. _..... 1. Provide one copy of: floor plan(s); site plan; sheets 2. Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. — 3 Provide specifications for the following — 4. Permits are required for the Installation of all tire protection systems (sprinklers, stand pipes, dry chemlcal,halon, COT, alarms, hydrants). Plan must be approved by the fire department prior to installation. — 5 The business owner shall complete a building information letter and return it to the tire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT __.... 6. . The following fire protection systems are required: I. . .• 0 Automatic tire sprinklers (Design Criteria: . . O Dry Chemical, Halon, COx (Location: O Stand Pipes(Type: . . o Fire Alarm (Type/Location: ........ 7. Fire Extinguisher Requirements: . One 2A rated ABC extinguisher for each 600 0 sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. . . . . ...DAn extinguisher with a minimum rating of tobelocated: ••0 DOther: . . S. 8. Additional fire hydrant(s) shall be povided . . -. . EXITS .5 ._..x.. . Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. .......Z.10. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and doers Mit' 4417 41%.-C4 ffr, eeAi4p/,4i ......L.11. EXIT signs (6" x 3/4 ',' letters) shall be placed over all required exIs and directional signs located as necessary to clearly indicate the location of exit doors. . . GENERAL . 12• Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall compl with Uniform Fire Code. Building(s) not approved for high piled combustible stock. Storage In closely packed piles shall not exceed 15 feet S in height, 12 feet on pallets or inracks and 6 feet for tires, plastics and some flammable liquids. If high stock pu- • ing Is to be done, comply with Uniform Fire Code, Article 81. • . S _14. Additional Requirements. S • S S • •. ••S •• • .__15. .. Comply with regulat op attached sheet(s S • . Plan Examiner. Date t't5' — 8,7 • Report mailed to architect • _. Met with •_. Attach to Plans Si . s':. .. S..., S.. . . . . .5. 5 7. ,S- 05 . - . .• •' ,.. ... .. .. . 4 . .. . .. . . STRUCTURAL CALCULATIONS .. .. . •0 Lincoln Savings ,and Loan Carlsbad Branh Office Carlsbad, California . 0 . •, . . ..' S S • Architect Robert S Borders and Associates, A I A S . . 5 0 . • S3.. .... .44 Structural Engineer - Milton A. Abel, •.E #7I7.. -- -• , • . • . . S S. - . 0 - . • •* .. -! S. n - •- • • . • . 5 0 . •0 • IN CA OF C S • • 5- . r . Exp- 12-31-88 F11 S R"U , "T .ss ••... - 4 - - - S — 4 -_ 4 MILTON A. ABEL STRUCTURAL. ENGINEER BY DATE SUBJECT _MIce.cN c SHEET NO F_____ CHICO BY DATE JOB NO______________ IA'$#VT C,ECA /dtVé 5 ? 7'-5 /1' /' 5 ' S S S .S. - _5,_. 5 ..S ••.S5 -S. 5 ..I 3Z.34 i—/g/ i7,f',46 C-o,VN f/ir (5/NE3 7$/S ,%-OA W Z,,5x 7 /,3f4c - O77: //gl -r- Z/.Z - 4fJq. 5Z i& 7 > FT6 41,,c7 fc FO,? ,CT6 Wc/r WI4L s/WE Z7 a - S S . S•. - P . -14;; , 77T ' ;' /$a< STRUCTURAL CALCULATIONS Lincoln Savings and Loan * - Carlsbad Branch Office Carlsbad, California - c , Architect Robert Borders and Associates, A I A Structural Engineer ' - Milton A. Abel, S.F. . ,... T41 0. S - - • - . '...' -, - .1_c ;,. 4 - - 5• • • - - - -- -. S _ •. tt. - I -.-.i i — - Ep 23I.88 * • OF C 2'37( rn TIUR4L ENGItNEE: J - a - MILTON -A.. ABEL, STRUCTURAL ENGINEER OF _______DATE BUBJ19 T____________________________ SHEET NO '5 OF JY_-- CiAtE JODNO. .. 31 . - -: - rr- ------- --'------------ .'-- ------. - . . I -• . -' '--S 'a5 - p I 5* ." .1 - - _..,..... •i . ' . ' '•5 -• . -- -'-'a '- : ¼ I • - S •• ç',. . __5 . • , -, . -- . - .• _ - - -•••.- • S . -, 'at , • -S • - • 4. - ' '. •/.. "• - -. •" '-•''a .. s .. -5-- •'•5---------,-,-------- . * • •• 'a •. - - i I 0 s - - I C .. dl ?7 - ..'-- :.''' - -. • - "- -.' . - - - — — J MILTON A ABEL STRUCTURAL ENGINEER BY f OAT SUBJECT____________________________ SHEET No 7-_OF CHKD BY_DATE _ 7'A/ó JOB NO______________ -: -• ) = /7,L - -.. 771E q 44/Jc / .- •1L - f,9>i c1'wv za' 74Z- z.' - 7//: 4t7 4 r "6Q Z%3/ AC /4$$"' 14' - :e;,. J-7- z e2 ,F4 - - 'b/X ' a'.' •• • : 4'.. : -'1 //f '/)7 .4 41 * ,. -. t •t •'r' . 4 ,4 S •, . 8 9 c' 2 9' • - I I V'7e / r (l444 f 44 - 0 44 '2 t I ' ( - d. •,,.I' .. * 4' - .• . - 4.4, • - 4.4 1 I 7 119 ' 48 , - 8, . , 'Q'' , -5 )r 49/,4 j)(/ ) 7"- 7 (b//2) gy /12Yb' ,61 4'b'I.f /1J 4Y '.' - .*•-c - - •. . . ' - .4 5 0N iOf o j ON LuH .LYa 9; 4. 33NISN 1VflJ3fl.LS 138Y`V-NO 1'1I4 1 MILTON A ABEL STRUCTURAL ENGINEER SHEET NO_4- OF BY DAT' $U$ECT CHKD RY DATE JOB NO____________ '4 is 5 o - It' * 5 e t 4 - - ? , 1 4 i I '..: ' a -, - 4..... 5 5 5 5 5. S 4• 5- S . , 4 . . S. ' ' : '. -. '. • . - - . 4 • r . . . S •,_ S . ,•••_ S S S. .• S •-• .,'-...A, •:. . - -. .4-! .5 - .,L4I,_ ' S S .5 , •, • - S - S ,•-.I.4.•s 4I - .. 5.4• ' .5 5 4 S _, •4•S 'h , •-_ ( -S -S ' ; I • _ - ' S '- . 5 .. / ' . - I * • f ' '' ' • -" . ,• •' - 4S • •1-- ,..5. ..5.5 . . - '541• -- -';. .- .4 S - - JS_ • 1 5 . . S - S 5 S . S (55 . - - ' MILTdP4 A ABEL, STRUCTURAL ENGINEER is 44 DAR 7/? UIJtCT -JDAT Fgo'JOB : S r 77x . 9CtoW 2.6 .• '----,z" .. III: /-b" ' '. : bc 2Z.,db' I .•• . Z~l'9 i:• 3'r• . 74 i' is 762s ,7 '/s #4 :: ' ': - : •. •• .' p '. -, 1 •-• t,vv t A4 -. ,- I • - ., - 5 5 77( 0 j IC4 bç 2CZz' 4 - c2 b '• - • • . /.?2. b &k 9,3fj 4 "4 MILTON A ABEL, $TRUCTURAL ENGINEER BY DA1' 7/b? BUIJECT GHZET NO OF_____ CHKD BY QATE I2L ,'8hMiN JO. NO______________ 1q i7i¼ 20 Z '- ~Co A p , 0/ 0,6 V. I•_ •VV * _* •*•. .- - 4 I -- Olt - V.*'.t. ç4.Vl• 4 171LW - /2r,/bcJ.t'Z V 4 3zy 2 6 I V V V . V - ••V V •V 'V 4VtVV_V'• Vt (r-'f). . - 4 1 V • V :- •• • - V •V Vt ;y.-•-:. cS/,ce z' tc 4 14 4 , 4'*' x ?/T . ZJ ic/ 33 r Fae / 5x', (74a /, 3/ç I s .-, 1' 4 71, 1,.-'. rA - MILTON A. ABEL STRUCTURAL. ENGINEER - r .. 3'4C •Y DATE 1UiJECT_________________________ ,. .-, ,•. .-- -. - ..- 4 C$b(DSY -.-- JO NO AT 1J- • .47 " '73 L/ -. : .fr• Z . ..- . -• ( - B oc , — . L , I 7x7'/- 75&4 I '/C4 t/cJ c/c 7,-!rx7, Z?/33 I Ir f 4 4 r 1 - • 1 . 1 -, 4 .' I - - . - iS - -c 4 •1 • ' 4 3.. - , - , 4 4*• I . --.,.., .4 ,.__4.. •4••• • • . .•.. ...,. -- .'7- . . •• - . .•.• e - . 1.4 . . - -- . . . 44. . . ,: .,•-:. -: .. 41, _* z : • .- . . 7 4 . _. .4, - . -• MILTON A ABEL, STRUCTURAL ENGINEER 5Y DATE 7/b? SUBJECT tl),k2L?/,A1 V6( SHEET NO _____OF_____ CHKD. - DV_DATE A1924 T/e2//J JOB NQ - - /i1 1y. b? So 4, * JA/7C,t1i___ 1 -S-/- - • k . : /14*1 j4 t L - - - 'I --- ?r,s, V44 34 ZA / ,48b3 , 'fk x/? . lAle / ,q,L 3F/o 1'iJc /xio .1 lb - i'- . MILTON A. ABEL STRUCTURAL ENGINEER BY- DAT? SUBJECT - - SHEET NO-1-0—OF,_____ - - CHKD BY - ________ ____________ __ JOB NO____________ . -. -V-. •- 201 1 2/7 -2f/7 ( )-7,3 Z b f /bk -io . 0 (/b7~2Io,bO) i - ( . ~-i.) . - -. ,. - - - . - - - - ?< /3'Z - 21 IL :7 /A/- -, - - 0• - ,2-'c-: zr 0 • - ..: • - - - - - x 2 7, ' (. '. - - .•, - ?r i.c. oor C'4'T -re ç: -- - - t'"bz - - -- • 3- 0 • - . - ., - -- 0 - - --:- • L -• 0• :-- , cZ'z I'! 6,g/2za J'7 2O - - - , • -. - : t. - - -. - - - . .. - : 0•' - - •: - d -, - MILTON A AREL STRUCTURAL ENGINEER -- óATr!1/t? By SUIJICT t /'t244? ,1ç/j. SHEET NO.____OF____ - ' JOB S - •. . .. - -;. I - 4 . , : Y . - - .-. - . I I- - - - 7z Wi9t , c .54,. 4-' - - 1 1k ytj - - •_, 4 4 ew - - .34 4 ) .•- - . 4 I - - -. 4 - ? -' - . 2 • - . 4-. • . - -'4- -. - MILTON A ABEL, STRUCTURAL ENGINEER Dv DAYF SUBJECT /i C1( "d! SHEET NO OK OF____ çHKD, DY DATF "D4 7/AI.I JOB NO -" ENI.? 4-. li t &- 7 ,- - . 4 '4- S • 2 ) I 4 4 7. 4-. •' '. t. - 2 .;.4 5 '544 ., ,. I - . • 4- S " r $. 4%? . • .4- 4 -1 -. •. . •2 24 •' 4 4 4 4' 5 s- ,,,. ,, .4 4- 5- 4- - I '' 4-4-4- •' '4-.* •4'4- 4. .4 4" s" 4-'' • ' .. 4-''. -4-' 2,4'' . (4-"4' - . - - . ,_- . . 4- ) -\ 4 44 2. 4- .4 41 '•' 4 "_ . '' ' t' .'. , - . 1 -•'.''• '4- 1 . . , - -- - I. .5 ' . 4-. . . 1 - ,_ - I - . •4.., •2. 4 • - ,. , :'. ,,2 , - ,• . . — 4 4 I, • . 4, 4-54 .5 4- .. .4 - - - 4 4 V I • S. • . . 4 4' - •_ . - - , . - . . - 4- . •. 2', 4- - . 4- 4..-. 2 , 4- •' . , - 2 , - . 4- 4- . , 4- 4- . 4 . r 4-' 4- 4 - 4 , 4 4- * - , • a .4-- - 5 ' 4 . . , . - , ,• , 4 '.4-.-., - ,'' 4-' '4- -- •- -:.-. -. -; 4- 4-. 44' 4 - 4-----4'. * 2 , -, . , - - . - '-.4 - _'• 4 4- 4-. 4- - 4_'• 4- .1. 4- ' ''' ' 4-"• -4- ' ',,. - -- . - .4 '•,' V - .. .* 4- . __f 4- ,, - -- . 4- -. 5- 4 4- • V 4-4- 4 ................ - .4- , - - * MILTON A ABEL, STRUCTURAL ENGINEER BY OATS/t2 8HETNO CHKD BY DATE ___________________________________ JOB NO - 407 N - I - ----- -----v- - -.-- - - - '---- ; - 4 4 :. :. . \ - -' ,, .\_ - - .-•'-••-; .-_ .. - X48 1,q24?/vyJ /sq1/r" i'//17 5i - 1 W100-/6 .- J?O9F 2- '/. z4tc.c4-/, -• . -e - . - -1 .9i? 73' 4,,1b'41 Z/xb7 8 . -ç40 - It S 18 MILTON A ABEL, STRUCTURAL ENGINEER -BY DATE SUIJECT BNET NO ,4' o CHKD NY DATE JON NO / 7 a /4*I'tr A 79s, r 00 cia' ci/d//Z V •• 10,5 a a /A- 'V. 'aWD ,?i2 Loa P6F,f 11(S/6 / 6' w4i -/A/ / 7•fl /?42 LC$y.44/45 i7'Vc 7a6 J4//9CL -/jVF3 - (.75-a vr- 2t/f+/JJ. Z 40 Szt - ' 'V - / '. _/4L •6t VS4 ' $•VI• I I • • 4 ..4 t >#4 /?/,//z V - V' • • V - - V 4 V • • • .'k ' - t '. 'V •, V• •. •jpV 4t VV'V• PA - . V V 4 4 _ .V,, ar VV •4 - - V V 4 - . "4.• •''. V..- 4 4 . 4V ' - V. - 4 V • V 4 V ' r I - V • • I • - • - 1 - MILTON A ABEL, STRUCTURAL ENGINEER DATE SUBJECT____________________________ SHEET NO OF MY CHKD BY OAT * L# JOB NO Wov4t C IA/E., 3 1r ij 1 • 4.- ç -- ; •:_ -. S f72,'R3#Z57L1 - Pt'7B t 2. '4r, , - 7 4 - v 4swjr-4Wr j/ 35'/ 4 Wh .; .a' Ô,:-•. . S S 4.- - . .4 t 4 4 5 W,41- V: 196 5- /6$O) /6 4__ 5. .,. . . 36 /- L z - . 45. 4 .4tJ;içiy // . :-... . . - . 4 ; - .5._• .. •- .-. * . ••11, - '•. i.' . - -' * 4 , -. o2rn, rYly S 1 ._.*. - . .•5 5 • ,5._ • -.5 4* .4 4 p -4t.4 • S ' .. .• 0 • MILTON A ABEL, STRU&rURAL ENGINEER BY DA 5UBJEC;___________________________ SHEET NO CHKD BY DATE______ ZZ4' JOB NO_______________ s a /JC/ I - W (ic'x,,' I Is -r 5i1Y — • • • • •0 0 •• i.//. - Z.,?: •J • /- '.4'4!'? 0 : 476,y: f;l/X I • - . • t _•I ,'yJ / ,C/5 - .• • •, . •-••• •t'i..• - - - I • - -• •0' • . .• - • 01 0 I- •,• • •...* ••• 0 .1 • • . 0• - -' • . • •• I • - - •. - •. . .••• . _ • 4 : . • _ •- : - •- -- I. $ 0 - - • 0• -- I' I 0 ?0•• 1 - - - . . • • -' I - --, . - . • -, , •. , .. •• • 14 -• - •.1 • - •4 -• • - I • •• 'I _I -• • . ••• 0I •• - -• -4 . - 4 SI •• I, - - ;• • • •--:- _I4, ., -•• • • • ••. • •. - MILTON A ABEL. STRUCTURAL ENGINEER BY OAT Y SUBJECT dc V6J SHEET NO_/1 OF CHKD BY______ _______ 42 7f/,t JOB NO : C/# W41 4 Iç/4 5 /b4 - 001. I - I )4// /&fc I k I - 47J x /c 1 rx, tw 2,ts—x7,&3r' - //A ZP I O7 7' - I 7t ZIZ 4er ' I - f. P76 /,"7 -4 .4 - JLf ,c2R ,crç - ' :-• •- ,- '. - •. . — .'- - - I - * * - . e • .................... I f_I 44 1• - ' -'- - .•- - 4 .. - . - '- ••-- - •-- -. . . :- . s 1 ' .. - •44 - . - . . . L I - - 4 & • 4 1 - * F 4 9 4 ' ' . • 4. - L .. CEVlD SEP21 1987 / - - ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers ESGIL CORPORATION 9320 CHESAPEAKE DR. Robert R. Prater, C.E. 1942-1980 Wm. David Hespelei C.E. September 18, 1987 239-6G, 8089 Lincoln Savings and Loan Association Post Office Box 19614 Irvine, California 92714 Attention: Mr. Robert Mulhern Re: Review of Civil, Architectural and Structural Drawings ProposedLincoln Savings and Lóan Association Building Building Pad T - North County Plaza Carlsbad, California Plan Check No. 87-371 Gentlemen: In accordance with the request of Mr. Brian McConnell of Hughes Investments, we have reviewed the civil, architectural and structural drawings for the sub- ject project. We previously performed a preliminary geotechnical investigation for North County Plaza the results of which were presented in our report titled 'Preliminary Geotechnical Investigation for North County Plaza; Carlsbad, - Oceanside, California", dated April 30, 1982. In addition, a foundation inves- tigation report for North County Plaza was issued on August 16,-1-98-3-, Our earthwork observation and testing services report for ui ding Pad T on which the proposed Lincoln Savings and Loan Association building will be constructed was issued on June 10, 197 The purpose of our review was to determine whe-ther the project drawings conform to the recommendations of our previously referenced reports. Based on our review it is our opinion that from a soils engineering standpoint the referenced plans conform to the recommendations of our reports for the sub- ject project. Our services consist of professional opinions and recommendations made in accordance withy genera!Iy accepted.-gcotechnical-engineerrg principes 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 1c2 'tt i't '•--);-j Zia Yazdani, C.E. ZY:kj OF Cops: Addressee (2) Hughes Investments, Attn: Mr. Brian McConnell (1) Robert. Borders and Associates, Attn: Mr. Norman Mathison (1) The EsglI Corporation, Attn: Mr. Robert Hoglen (1) 10505 Roselle Street, Son Diego, California 92121 (774) 453-5605 ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers Robert R. Prater, C.E. 1942.1980 Wm. David Hespeler, C E June 10, 1987 239-6E, 7897 RECEIVED JUN 121987 Hughes Investments 2 Corporate Plaza Suite 250 Newport Beach, California 92660 Attention: Mr. Brian McConnell Re: Earthwork Observation and Testing Services Building Pads Q, R, S and T North .County Plaza Carlsbad, California Specific Plan 187 Gentlemen: HUGHES 1NVESTM7N1Tq. 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 inves- tigation 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 pro- ject. An earlier earthwork observation and testing services report dated November 18, 1986 was issued for a portion of the grading operations which included the subject building pad areas. A letter dated November 11, 1986 was issued regarding building pad elevations. In addition, a letter dated March 31, 1987 was, Issued regarding the proposed raising of the elevations for Pads Q, R, S and During the period of May 12 through 19, 1987 our representatives were 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 approx- imate locations of the field density tests are shown on the attached Grading Plans, Sheets 2 and 3 of 3. Based on our observations and .the attached tes results it is r opinion that. Bu_`[Fcd_in*q Pads Q,R, S andT have been satisfactorily prepared for construction of the proposed buuldingswith the following addi- TiFrecommend ions. - .......... - .....-....----------.-----.--..---- 10505 Roselle Street. Son Diego, ColIo,no 92121 (619) 453-5605 June 10 1987 239-6E, 7897 Page 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 sub- grade soils which possess a moderate potential for, expansion (greater.-than 3.5. percent and less than 5.0 percentL we j soils for Building Pads Q, 1 R and1T'be.'scarifiedto a depth of 8 ,inches, mois-C corJitioned toZt pe?cent above laBàrat&)ioptimiim ati&recompacted-th 90 -percent-relative compaction_This nditnsbouldbé maintained up until the J visquen and ,sand layer is placed for the slab areas For Building PadS no 'ernedial workis needed ' - ..--..----,-"- -'- - - -- -.-'- -: 4 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, - ROERT PRATER ASSOCIATES - No. 22K5 Attachment or C : Copies: Addressee (3) SGPA Planning & Architecture, Attn: Mr. Harold Felter (3)-; Collins General Contractors, Attn: Mr. Gil Marshall (2) - ':' h- - - - • 4 - - -. • - I - -- :- ' -. - + • I * * *-, - -- .- _4• - -4 .- .- -, 4 •1, - - - 4 4 j - • I . I - I.. • 4 1- - S. * •-. * 4 - -• .. 3 + .•.;. FOUNDAT!ON INVESTIGATION FOR NÔRTFVCOUNTY PLAZA BUILDINGS 1THROUGH.5 CARLSBAD, CALIFORNIA ...AUGUST 1983 .•......• ..---.-----......................... ROBERT PRATER ASSOCIATES I / Consulting Soil, Foundation & Geological Engineers ROBERT PRATER ASSOCIATES Robert R. Prater, C.E. 1942-1980 p Consulting Soil, Foundation & Geological Engineers Wm. David Hespeler, C.E. August 16, 1983 239-613, 5262 Hughes Investments 2 Corporate Plaza, Suite 250 Newport Beach, California 92660 Attention: Mr.. Tom Purcell Re: Foundation Investigation North County Plaza Buildings 1 Through 5 Carlsbad, California Gentlemen: In accordance with your request we have performed a foundation investigation for the subject buildings. The accompanying report presents the results of our field investigation, laboratory tests, and engineering analysis. The soil and foundation conditions are discussed and recommendations for the soil and foundation engineering aspects of the building construction are presented. . If you-have any questions concerning our findings, please call. Very truly yours, ROBERT PRATER ASSOCIATES Wm. D. Hespeer, RCE No. 26,222 WDH:ls Copies: Addressee (6) SGPA Planning & Architecture, Attn: Mr. Geoff Reeslund (1) George S. Nolte & Associates, Attn: Mr. Stu Peace (1) - 10505 Roselle Street, Son Diego, California 92121. (619) 453-5605 FOUNDATION INVESTIGATION For NORTH COUNTY PLAZA Buildings 1 Through 5 Carlsbad, California . To HUGHES INVESTMENTS 2 Corporate Plaza, Suite 250 Newport Beach, California TABLE OF CONTENTS Page No. Letter of Transmittal Title Page Table of Contents INTRODUCTION 1 SITE CONDITIONS A. Surface 1 I B. Subsurface 1 C. Groundwater 2 I CONCLUSIONS AND RECOMMENDATIONS 2 A. Earthwork 2 B. Surcharging 3 I C. Construction Observation 4 D. Foundations 4 Footings • 14 Slabs-On-Grade 5 I 3. Lateral Loads • 5 1 - Site Plan . I Figure APPENDIX A - FIELD INVESTIGATION A-i Figure A-i - Key to Exploratory Boring Logs I Exploratory Boring Logs 9 through 14 APPENDIX B - LABORATORY TESTING B-i Figures B-i and B-2 - Consolidation Test Data I I . I ,• I . .. I 1 '''''' .;•• .r • -. FOUNDATION INVESTIGATION FOR NORTH COUNTY PLAZA BUILDINGS 1 THROUGH 5 CARLSBAD, CALIFORNIA INTRODUCTION In accordance with your request we have performed a foundation investigation for Buildings 1 through 5 to be constructed on the North County Plaza shopping center site. We previously performed a preliminary geotechnical investigation for the shopping center site the results of which were presented in our report titled "Preliminary Geotechnical Investigation, North County Plaza, Carlsbad- Oceanside, California," dated April 30, 1982. In addition, we have performed earthwork observation and testing services in connection with some recent grading and trench backfilling operations at the site, the results of which were presented in our letter dated November 30, 1982.' The purpose of our foundation investigation was to provide more detailed information on the subsurface conditions in the proposed building locations. It is our understanding that the proposed buildings will be single-story struc- tures with slab-on-grade floors. We anticipate that building loads will be typical for this type of light construction and that combined dead plus live column loads will not exceed 150 kips. Buildings 1 through 4 will have a finish floor elevation of 17; Building 5 will have a finish floor elevation of 19. In general the length of the buildings will not exceed 130 feet. The data obtained and the analyses performed were for the purpose of providing design and construction criteria for site earthwork, building foundations, and slab- on-grade floors. SITE CONDITIONS A. Surface The subject shopping' center site consists of approximately 24 acres located both north and south of the Buena Vista Creek, southeast of the intersection of State Highway 78 and Marron Road. The proposed Buildings 1 through 5 will be located south of Buena Vista Creek adjacent to Marron Road. Material excavated from Buena, Vista Lagoon is currently being stockpiled on the site. B.' Subsurface ' A subsurface investigation was performed using a truck-mounted, continuous- flight auger to investigate and sample the subsurface soils. Six exploratory '--- I I - 239-6B Page 2 borings were drilled between the period of May 23 and June 6, 1983, to a maximum depth of 135-1/2 feet at the approximate locations shown on the Site Plan, Figure 1. Logs of the borings and details regarding the field investiga- tion are presented in Appendix A. Details of the laboratory testing and, the laboratory test results are presented in Appendix B. The subsurface soils encountered in the borings consisted, in general, of about 10 to 14-1/2 feet of compacted fill underlain in turn by compressible silty clay, medium dense silty and clayey sands, and formational sandstones and clay- stones to the depths explored. An upper compressible silty clay layer was encountered immediately below the fill soils to depths ranging from 24 to 31 feet. The upper compressible clays were underlain, in general, by medium dense silty sand. A second compressible silty clay layer was encountered between depths of 33 and 66 feet. This compressible clay layer was generally underlain by medium dense to dense clayey and silty sands to depths of 63 to 134 feet where very dense formational sandstone and hard formational mudstone were encountered. 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. C. Groundwater Free groundwater was encountered in all the exploratory borings at the time of drilling. The stabilized groundwater depth was not established in the borings. However, in general the groundwater level was encountered between elevations +3 and +6. It must be noted that fluctuations in the level of groundwater may Occur due to variations in ground surface topography, subsurface stratifica- tion, 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 proposed building locations are suitable for construction of the proposed structures provided the conclusions and recommendations presented in this report are incorporated into the design and construction of the project. The primary features of concern at the building locations are 1) the reported marginal compaction of some of the previously placed compacted fill, and 2) 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. A. Earthwork Due to the reported marginal compaction of some of the previously placed fill it will be necessary to support the buildings on mats of properly recompacted fill. The recompacted fill mat beneath buildings should extend down to approx- imately elevation +8. The prism of recompacted structural fill beneath 239-6B Page 3 buildings should extend a minimum-of 10 feet beyond the- perimeter. limits of the buildings at the base of the required excavations. All structural fill should - be-compacted to a minimum degree of compaction of 90 percent based .upon ASTM Test Designation D 1557-78. Because of the anticipated moderate expansion potential of the more clayey soils currently being placed on the site, we recommend that building floor slabs be. supported on a .12-inch minimum thickness of non-expansive on-site soil. The suitability of soils for use beneath floor slabs should be deter- mined by our representative in the field at the, time of construction. B. Surcharging With regard to the compressible lagoon deposits underlying the existing fills, the building sites will be subject to large settlements resulting from consoli- dation of the compressible soils under the weight of the proposed additional fill and building loads. We estimate that the ground surface in the proposed building areas would undergo approximately five to seven-inches of additional settlement over a period of several years. In order to assure that proposed buildings will not be subject to damage due to excessive settlements, it will be necessary to preload the building sites with surcharge fill prior to constructing the buildings. 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 compressible deposits for a period of time such that a major portion of the anticipated ultimate settle- ments occur prior to construction. The required thickness of surcharge fill is dependent upon the anticipated building loads and floor elevations, the thick- ness of the compressible layers, and the time available to complete the - surcharge program. Following the construction of. the recompacted fill mat and the placement and compaction of fill to the finish subgrade elevation plus six inches, the surcharge fills may then be placed on proposed building sites. Slopes of the temporary surcharge tills should not be steeper than 1-112 horizontal to 1 vertical. The tops of surcharge fill slopes should be situated at least 20 feet outside the perimeter limits of proposed building areas. The recommended surcharge thicknesses for each building for six-month and nine-month surcharge programs are presented in the following table. - Surcharge Surcharge Period Building Thickness. (Months) Site (Feet) 6. 1,2,3, &- £4 6 5 8 9 1&2 5 3 &4 11-1/2 6-1/2 These surcharge depths assume that the compacted structural fill in building areas is placed to a level at least 6 inches higher than the desired finished -- : - - 239-613 - Page building pad grades. The surcharge depth recommendations are based on a compression index of 0.16 which is based on laboratory consolidation test data and field settlement data from previous filling operations. The surcharge period estimates are based on settlement rates observed for Settlement -Markers 13 and 114 (adjacent to Borings 12 and 13, respectively) which were installed in October 1972. - To ensure that settlements are occurring at the rates estimated,- it is essential that settlement measuring devices such as settlement plates be installed on the recompacted fill mats and monitored on a regular basis. These devices should be installed under the direction of our representative prior to placement of the surcharge fill and should be read once immediately after installation and once a month thereafter until the necessary settlement has been achieved. Surcharge fills need not be compacted but should be placed in a manner so as to provide an in-place density of at least 110 pounds per cubic foot. Construction Observation - Variations in soil conditions are possible and may be encountered during construction. In order to permit correlation between the preliminary soil data and the actual soil conditions encountered during construction and so as to assure conformance with the plans and specifications as originally contem- plated, it is essential that we be retained to perform on-site review during the course of construction. All earthwork and installation and monitoring of settlement measuring devices 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 earth- work operations is essential to make certain that the work will be properly - observed. Foundations 1. Footings We recommend that the proposed buildings be supported on conventional, indivi- dual-spread and/or continuous footing foundations bearing on well-compacted fill material at the completion of the surcharging programs. Column loads . should not exceed 150 kips. 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 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. The footings 239-6B - Page rs should, however, have a minimum width of 12 inches. All continuous footings should contain top and bottom reinforcement to provide structural continuity and to permit spanning of local Irregularities. In order to assure that footings are founded on soils of sufficient load bearing -capacity; it is essen- tial that our representative inspect the footing excavations prior to the placement of reinforcing steel or concrete. Differential settlements within buildings constructed after surcharging in accordance with the previous recommendations are expected to be within toler- able -limits for the type of buildings presently proposed. Slabs-On-Grade Concrete slabs-on-grade may be supported directly on the recommended layer of non-expansive compacted fill soil. Slab reinforcing should be provided in accordance with the anticipated use of and loading on the slab. As a minimum, however, we recommend that the slabs be reinforced with 6x6-W1.4xW1.4 welded wire fabric to minimize hairline cracking of the slabs due to concrete shrinkage. 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 an impermeable membrane beneath the slabs. The membrane should be covered with 2 inches of sand to protect it during construction.. The sand should be lightly moistened just prior to placing the concrete. Lateral Loads Lateral load resistance for buildings supported on footing foundations may be developed in friction between the foundation bottoms and the supporting subgrade. An allowable friction coefficient of 0.35 is considered applicable. An additionalallowable passive pressure equal to an equivalent fluid weight of 300 pounds per cubic foot 'acting against the foundations may be used in design provided the footings are poured neat against the adjacent undisturbed compacted fill materials. ' - - -- - - -- - - \ I - \\\\\4 I rT V __ .•• •• - • .•.. •••• .&\\\\\\\\\\\\ - \ \\\ V1TA E Vu c;1& 49 / r :, c;fd1 / I ' /it Approximate Scale (Feet) 0 100 200 400 LEGEND EB-9 -$- Indicates approximate location of exploratory boring. The borings are numbered consecutively from our preliminary geotechnical investigation report dated April 30, 1982. Base: A plan titled "North County Plaza," latest revision dated December 15, 1982, prepared by SGPA Planning and Architecture. ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers SITE PLAN NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE 239-613 August 1983 Figure 1 t .• ' ., " APPENDIX A' - FIELD INVESTIGATION The field investigation consisted of a surface* reconnaissance -a . nd a subsurface exploration program using a truck-mounted,-f continuouslight auger. Six exploratory borings were drilled during the period of May 23 to June 6, 1983, 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- sentative 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 a plan titled "Grading Study" prepared by George S. Nolte and Associates, dated May 9, 1983. Representative samples were obtained from the exploratory borings at selected depths appropriate to the investigation. All 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- Iated 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. Standard Split Spoon Sampler California Sampler "x" indicates a jar sample taken Shelby Tube. from auger cuttings. 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. I I - ' .&- .•(''•#''.' -' V?. ?-'er- 4 'y n4".'•• " '-'4'•?5 .{4t-t'4,• PRIMARY oivisiors ' GROUP SECONDARY - DIVISIONS SYMBOL GRAVELS CLEAN cw ' Well graded gravels, gravel-sand mixtures, little or no GRAVELS fines. G Poorly graded gravels or gravel-sand mixtures, little oi- U) cc o MORE THAN HALF (LESS THAN o Ui 0 OF COARSE 5% FINES) no fines. GRAVEL GM Silty gravels, gravel-sand-silt mixtures, non-plastic fines. ci FRACTION IS o uZ o LARGER THAN WITH Z u. NO. 4 SIEVE FINES GC Clayey gravels, gravel-sand-clay mixtures, plastic fines. o cc ~11 SANDS CLEAN SW SANDS Well graded sands, gravelly sands, little or no fines. W Cr M CC 5% MORE THAN HALF .(LESS THAN FINES) SP Poorly graded sands or gravelly sands, little or no fines. OF COARSE ____________ o CC LU FRACTION IS SANDS SM 'Silty sands, sand-silt mixtures, non-plastic fines. SMALLER THAN WITH NO. 4 SIEVE FINES SC Clayey sands, sand-clay mixtures, plastic fines. SILTS AND CLAYS ML lnoraanic 'silts and very fine sands, rock flour, silty or clayey fine sands or clayey. silts with slight plasticity. - o U) > LIQUID LIMIT IS CL Inorganic clays of low to medium plasticity, gravelly lean clays, sandy clays, silty clays, clays. o w 5 < Ui LESS THAN 50% OL Organic silts and organic silty clays of low plasticity. Z z"o <-0 .j (N SILTS AND CLAYS MH Inorganic sills, micaceous or diatomaceous' fine sandy or silty soils, elastic silts. CH Inorganic clays of high plasticity, fat clays. 2 Z LIQUID LIMIT IS z GREATER THAN 50% OH Organic clays of medium to high plasticity, organic silts. HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. DEFINITION OF TERMS U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 3/411 311 1211 SAND SILTS AND CLAYS " GRAVEL COBBLES BOULDERS FINE MEDIUM COARSE FINE COARSE GRAIN SIZES SANDS.GRAVELS AND NON-PLASTIC SILTS t VERY LOOSE 0 - 4 LOOSE 4 -10 MEDIUM DENSE 10 -30 DENSE 30 -50 VERY DENSE OVER 50 CLAYS AND PLASTIC SILTS STRENGTH BLOWS/FOOT VERY SOFT 0 - 1/4 0 - 2 SOFT 1/4-1,2 2-4 FIRM V2 -1 4-8 STIFF 1-2 8-16 VERY STIFF 2 - 4 16 -32 HARD OVER 4 cYI/ER 32 RELATIVE DENSITY CONSISTENCY Number of blows of 140 pound hammer falling 30 inches to drive a 2 inch O.D. (1-3/8 inch I.D.) split spoon (ASTM 0-1586). 4Unconfined compressive strength in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test (ASTM D-1586), pocket penetrometer, torvane, or visual observation, KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System (ASTM 0-2487) ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consul:ng Soft. Foundolion & Geologcol Engnees Carlsbad-Oceanside, California PROJECT NO. DATE Figure A-i 239-613 J August 1983 DRILLRIG Continuous' Flight Auger -SURFACE ELEVATION 15+ (app rOX....)I LOaGEDBy .LTJ - DEPTHTOGROUNDWATER Not Established BORINGDIAMETER 8 Inches '[DATEDRILLED 5/23/83 DESCRIPTION AND CLASSIFICATION (FEEr) -J < zw_ 0. Cr Lu z Z co I- U. LU DESCRIPTION AND REMARKS S BOL COLOR CONSIST. SOIL SANDY CLAY (fill) dark stiff CL - gray - 2 - - - - - CLAYEY SAND (fill) - gray- medium SC gray- dense ish - -. brown -6- FILLt 10 - - CLAYEY SAND dark loose sc gray - 12 - 14- CH 5 46 SILTY CLAY dark soft- firm gray - 16 18 211 sandy lens at 19+ feet 20 4 45 - 22. - 24 Some sandy clay 26 : - - 134.0 SILTY SAND - gray medium SM dense 28 - -3°-33 32 - 34 25 CH 36 - - 38 - SILTY CLAY (Continued), - dark gray firm -1- Note: The stratification lines represent the approximate boundary between material types and the transition may - - - 40 - 6 48 be gradual. EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 6 Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceans ide, California PROJECT NO. DATE BORING NO. 9 (pg. 1) 239-613 August 1983 DRILLRG Continuous Flight Auger. SURFACEELEVATIPN-15+ (approx.) LOGGEDBY LTJ .DEPTH TOGROUNDWATER Not Established BORING DIAMETER . 8 Inches . DATE DRILLED 5/23/83 - DESCRIPTION AND CLASSIFICATION . - DEPTH Cr — cc -j z w __. 00L <3 -; w W .- '- 8 Ui zz . UJZac CI) XwOZQ U' ca I.-LL W(J) U w DESCRIPTION AND REMARKS - SBt COLOR CONSIST.SOIL - TYPE SILTY CLAY dark gray firm CH - - -14- 44 - - -146 -JL - .48 - -50-I -52- - 514 - = 56 - - 58 - -60-I - 62 - : 614 : - - :66 : : 68 : —70- 72 - - 74 - -76- - 78 - -:9 —80 — 6. 21 26 9 29 53 50 34 112.6 II SILTY SAND gray medium dense SM Interbedded SILTY CLAY and CLAYEY and SILTY SANDS - gray and dark gray y- loose- medium densedense t7 SC! SM SILTY SAND . (Continued) Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. - gray medium dense SM ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geologicol Engineers EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California ' PROJECT NO. DATE BORING 9 (pg. 2) 239-613 August 1983 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 15 (approx ) :LOGGED BY LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8--Inches jDATE DRILLED 5/23/83 - - - DESCRIPTION AND CLASSIFICATION F - U) W W Cr F U) >.. z DESCRIPTION AND REMARKS S COLOR BOL YPE CONSIST.. .SOIL SILTY SAND gray medium SM - dense -82 - 84 11 86 -88- CL!. Interbedded SILTY CLAY, - dark firm/ --- CLAYEY, SILTY, and POORLY GRADED SANDS gray, loose SC, SM/ —90— - 9 27 SID _92 - gray stiff/ medium - - 148 Y dense- - 96 - dense - - 98 -100 26 -102- -104- - ..I[23 -106- -108.- -iio- 31 -112 - - 114 - SM -116-I - - -118 - 20 SILTY SAND (Continued) - gray dense- very Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. dense - - —120— 0 EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES - Conulisng Soil. Foundation & Geological Enginee:s NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING NO. 9(pg 3) - -. 239-6B August 1,983 DRILLRIG Continuous Flight Auger SURFACEELEVATION 15 (approx.) LOGGEDBY LTJ DEPTH TO GROUNDWATERNot' Established. BORiNG DIAMETER 8 Inches bDATE DRILLED zul_ 5/23/83 - - DES .CC S.- DEPTH (FEET) 00 tu CO ,. PJ zz Cr ow AND REMARKS - BOL W DESCRIPTION COLOR CONSIST. - . SILTY SAND - gray. dense SM - - -122- 126- -128 - -130— :132 - 134 - - - - 65 124 - 50 SILTY CLAY (formational mudstone) - green- ish gray hard CL - >< Bottom of Boring = 134 Feet Note: The stratification lines represent the appnximate boundary between material types and the transition may be gradual. ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers EXPLORATORY BORING LOG NORTH COUNTY PLAZA, Carlsbad-Oceanside, California PROJECT NO. DATE BORING NO. 9 (pg. 4) 239-613 August 1983 DILL RIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGEDBY. LTJ... DEPTHTOGROUNDWATER Not Established BORING bIAMETER 8 Inches jDATE DRILLED 5/24 /83 DESCRIPTION AND CLASSIFICATION . - DEPTH (FEET) <.. wZc 1wO uj Zq DESCRIPTION AND REMARKS S COLOR CONSIST. - CLAYEY. SAND (fill.) - gray- medium SC - - - . ish dense brown - 2 - - -x -4- -6-X SANDY CLAY (fill) - dark stiff CL 8 gray CLAYEY SAND (fill) light medium SC brown dense —10 - • and gray 12 :x FILLt -14 -X - T 5 54 SILTY CLAY - gray t firm -16 -j_ - 18 - I' 53 22 - 24 - SILTY SAND - gray medium SM dense - T 26 -J_ 20 28 - 16 —30- 21 32 - - SILTY CLAY with thin lenses - gray firm CH of clayey and silty sand 6 - 36 - 38 - I (Continued) . 7 27 Note: The stratification lines represent the approximate - - boundary between material types and the transition may -40 - be gradual. EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil. Foundation & Geological Engineers Carlsbad-Oceanside, California PROJECT NO. 'DATE I BORING NO. 10 (pg. 1) 239-6B August 1983J DRILLRIG Continuous Flight Auger SURFACE ELEVATION. 16 (approx ) LOGGEDBV LTJ DEPTH TO GROUNDWATER .NOt Established BORING DIAMETER 8 Inches DRILLED 5/24/83 : DATE z w _ tZ - cr w O W cr DESCRIPTIONANDCLASSIFICATION 2 . ' •- (FE DESCRIPTION AND REMARKS COLOR BOL TYPE CONSIST. uj, Z8, Q. SILTY CLAY. with thin lenses gray firm CH • -' of clayey and silty sand 0 - 42 - Several thin sand lenses from - - 6 52 T Z43to414feet. - ' ' , 44 -146- -48- 7 42 52 -514 56 - 13 - - Interbedded SILTY and gray medium SM/ ________________________ POORLY GRADED SAND dense dense SP 58 —60- -62- -614— E66:I 10 -68- 11 72 74 - -76-I 18 (Continued) ' ' ' , - 78 - Note: The stratification lines represent the approximate boundary between material types and the transition may —80 be gradual. ' EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Carlsbad-Oceanside, California' Consli.ng Soil. Foundation & Geological Engineers PROJECT NO. DATE ' BORING NO. 10 (pg. 2) 239-66 August 1983 DRU.LRIG Continuous Flight Auger -SURFACE ELEVATION- 17' (approx.) LOGGEDBY LHP DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches 1DATE RI . 6/3 /83 z -;OW DESCRIPTION AND CLASSIFICATION 11 t7u Q) ( z CA CL CC DESCRIPTION AND REMARKS BOL COLOR CONSIST. SOIL CLAYEY SAND (fill) gray- loose SC - ish brown —2- -4- -6- -8- Js - - 10 - J very - - 2 loose -12--f - - FILL - 14 - 16 ...T 2 44 SILTY CLAY gray very soft CH - 18 - firm 20 -::-I 54 24 26 - 28 - SILTY SAND - gray medium --- dense - - —30 3 :125 2 - 34 - dense 36 - - (Continued) - 38 - Note: The stratification lines represent the approximate - - boundary between material types and the transition may be gradual. — 40 - EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers NORTH COUNTY PLAZA Ca rls bad-Oceanside, California PROJECT NO. DATE BORING NO. 11 (pg. 1) 239613 August 1983 DFULLRIG Continuous Flight Auger,-... SyRFACE.EçEvTI0N17 (approx.) LOGGEDBY LHP DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches IPATE DRILLED 6/3/83 DESCRIPTION AND CLASSIFICATION - DEPTH CONSIST.z SOIL (FEET) . zw Li - w O - Z Cr DESCRIPTION AND REMARKS YM- 5B COLOR SILTY SAND gray medium SM - - 20 Some interbedded clayey sand dense - 4 - and silty clay. - - • -44- - 46-i[ 11 48 SILTY CLAY - gray j - sir: firm 50 5 - 38 52 .54- -56-1 414 -58 2" lens of sand - -:' 6 '49 64 66 - 6 51 SILTY SAND - gray medium SM dense - -68 _70- 11 72 -. - 74.- -76-I 18 (Continued) - 78 - Note: The stratification lines represent the approximate - boundary between material types and the transition may —80 - be gradual. EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consuiisng Soil. Foundoton & Geofogicol Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING - - • • NO. 11 (pg. 2) 239-613 August 1983 DRILLRIG Continuous Flight Auger -SURFACE ELEVATION 17 (approx ) LOGGEDBY LHP DEPTH TOGROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 6/6/83 - DESCRIPTION AND CLASSIFICATION DEPTH tj z -. z us Lu P_ - w Cr z Lu DESCRIPTIONANDREMARKS CONSISTBOL. ILTY Fgray SOIL TYPE SAND medium dense SM - -82- I - 26 - 84- lens of silty clay - - -86 .1 10 31 -I- -88- 15 94 96 22 -98- 100 19 -102- -104- Some interbedded silty clay and clayey silt between 105 : : 25 T and 116 feet. -. - -108 -. —110- - - 14 32 -112- -114- -116 -118- Note: The stratification lines represent the approximate - - boundary between material types and the transition may be gradual. —120— EXPLORATORY BORING LOG -ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE • BORING NO. 11 (pg. 3) 239-6B August -1983 10 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGEDBY LHP.. DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 6/6/83 - - - DESCRIPTION AND CLASSIFICATION zuj--- q, - uj DEPTH . E z cc 8 . Co CL DESCRIPTION AND REMARKS SYM BOL COLOR CONSIST SOIL 8 SILTY SAND - gray medium SM - j 44 - dense- -122- dense -124- -126-I 47 128 36 - - SILTY SAND-SANDY SILT gray very (formational sandstone- - dense SM- 134 - 90 siltstone) - ML Bottom of Boring = 135k Feet Note: The stratification lines represent the approximate - - boundary between material types and the transition may - - be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Carlsbad-Oceanside, California Consulting Soil. Foundation & Geological Engineers PROJECT NO. DATE BORING - - NO. 11 (pg. 4) 239-613 August 1983 DFLLRIG ContihuOusFIight Auger - SURFACE ELEVATION 17,(approx.1 LOGGED BY LTJ - DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATEDRILLED 6/2/83 DESCRIPTION AND CLASSIFICATION Z~ CC cc Zw_ I— LL _________________________ DEPTH FEET) -Q. j W <> WZ(0 t.Uc/)CJ DESCRIPTION AND REMARKS BOL COLOR CONSIST.SOIL Z UJ _j CLAYEY SAND (fill) — gray- medium SC - - -' ish dense brown - 2 - 4 -x LAY ILTY CLA (Continued) Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers -. - 6- -8 -x -10 - - -x - 12 - - - - - 2 67 42 gray- black very soft CH T - 16 - 18 —20 — • - 22 -. 44 I gray medium dense SM I : 24 = 41 - gray it CHr - - -26-1. 59 110.5 - 28 - —30 — - - 32, - 19 56 -- I 1 gray medium dense SM 34 gray fi7m C H -36 -j[ 7 56 - 38 - —40— EXPLORATORY BORING LOG -- NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING — NO. 12 (pg. 1) ' 239-613 ' August 1983 1 . ISILTY CLAY FILL DRILL RIG Continuous 'Flight Auger LOGGED BY. LTJ. DEPTH TO GROUNDWATER Not. Established SURFACE ELEVATION I 7 (ápproxd WtDRILLED_ BORINGDIAMErER '8 Inches 6/3i83______ DESCRIPT1ONAND CLASSIFICATION zw w CC I--LL. (FED) DEPTH ...i a. p— lZ WVj DESCRIPTION AND REMARKS BOL COLOR CONSIST..SOI IL SILTY CLAY . gray firm CH - It - 42 - 35 1111.4 -44- 46:j - - 7 38 ____________________ CLAYEY SAND - gray loose Sc - 48 - 52 54 • medium - - dense. - 56 - 15 -58- 27 62 SILTY CLAY (formational - gray- hard CHI .64 mudstone) ish _gray Sc so - CLAYEY SAND (formational gray very sandstone) dense 68 - - 160 -70—= - II 0 Bottom of Boring = 701,. Feet • -72- Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. ROBERT PRATER ASSOCIATES Consulting Soil. Foundai:on & Geological Engineers EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING 239-613 August 1983 NO. 12 (pg. 2) DRILLRIG Continuous -Flight Auger... SURFACE ELEVATION 18(approx.) LOGGED BY.-LTJ DEPTH TO GROUNDWATER Not Establishèd BORING DIAMETER 8 Inches bATE. DRILLED 6/1/83 - DESCRIPTION AND CLASSIFICATION zw_. O()_ - . . w Z >- DEPTH (FEET) DESCRIPTION AND REMARKS BOLCOLOR CONSIST. SOIL cl'.LU W C LAYEY SAND with some sandy - gray- medium SC clay and silty sand (fill) ish dense brown - 2 - and - - gray 4 - X I'm. ISILTY CLAY some clayey sand SILTY SAND SILTY CLAY (Continued) Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 8. Geological Engineers 6 - - -x —10- 12 3 36 gray - 16 - 18 - - II 61 104.2 —20 — _LL. - 22 - very soft- -24- - - 2 29 soft - 26 - - 28 - gray, dense --- 301 50 -32- 2 38 gray very soft- soft CH - 36 - 38 40J - 52 123.4 EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING - NO. 13 (pg. 1) 239-613 August 1983 DP.ILLRIG Continuous Flight Auger- SURFACEELEVATION. 18 (approx.)LOGGED BY-LTJ DEFOROUNDWATER Not. Established. -BORING DIAMETER 8 Inches - ...-DATE DRILLED 6/1/83 - - - - - .- - DESCRIPTION AND CLASSIFICATION - DEPTH (FEET) -_zw__ zW1 - i JzW w z cc Cl) FE >•2('l: LU LL 8 DESCRIPTION AND REMARKS SYM COLOR CONSISTBOL. SOIL . SILTY CLAY - gray very CH soft- soft - 142 - 44 : 16 SILTY SAND gray medium - dense -146- -48- - -so-I 12 - 52 - gray- ish -54-- - 28 >< - brown -56 - -58 - -60-X 27 - 62 - .. - 25 66 - 68 - CLAYEY SAND with some - gray medium SC-- scattered small gravel dense - - -70 - 21 - -72 74 • 26 \L - 76 - SILTY CLAY (formational gray d mudstone) - 78 (Continued) I Note: The stratification lines represent the approximate boundary between materiai types and the transition may - - - —80 - 43 be gradual. - - EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Sod. Foundation Geological Engineers - NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING NO. 13 (pg. 2) 239-613 1 August 1983 IRiLLRlG continuous Flight Auger.. SURFACEELEVATION 18 (approx.) LOGGEDBY LTJ DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATEDRILLED 6/2/83 DESCRIPTION AND CLASSIFICATION S _z w IL - DEPTH = o oc DESCRIPTION AND REMARKS COLOR CONSIST. (FEET) BOL SOIL YPE w E z ca CC SILTY. CLAY (formational : - gray hard CL - - mudstone) Sc - 82 - =311 1 CLAYEY SAND (formational green- very sandstone) . ish dense I - - gray. -84- - - Bottom of Boring = 82 Feet - Note: The stratification lines represent the approximate boundary between material types and the transitionmay be gradual. - EXPLORATORY BORING LOG ROBERT PRATERASSOCIATES . . NORTH COUNTY PLAZA Consulting Soil. foundation & Geological Engineers Carlsbad-Oceanside, California; PROJECT NO. DATE BORING S NO. 13 (pg.. 3) 239-6B August 1983 DRILLAIG Continuous Flight Auger SURFACE ELEVATION 18k (approx ) LOGGED BY LTJ DEPTH ToGRouNDwATERNot:Established BORING DIAME1ER 8 Inches IDATEDRILLED 5 /31/83 DESCRIPTION AND CLASSIFICATION zw__ -; Ir W w. ~ I DEPTH (FEET) ~ W DESCRIPTION AND REMARKS BOL COLOR CONSIST.SOIL U) z V) 0 a. cur, SANDY CLAY and CLAYEY gray firm! CL/_ - SAND (fill) and loose SC 2 - gray- - ish brown : -6- - 10 - - 12 - FILLt 14 - SILTY CLAY gray soft CH - 16 5 70 18 - -:T 1 47 - - 24 - -26-j[ L4 62 28 - • —30-- __________________________________ - 22 SILTY SAND gray medium SM dense - 32 - - 34 - - 36 - 2 39 SILTY CLAY gray very CH soft- soft (Continued) - 38 - Note: The stratification lines represent the approximate boundary between material types and the transition may — — be gradual. EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil. Foundation & Geological Engineers Carlsbad -Oceanside, California PROJECT NO. DATE BORING NO. 1114 (pg. 1) 239-6B August 1983 DRIu-RIG Continuous Flight.'Auger URFACEELEVATION18+ (approx.) LOGGED-By LTJ------------ DEPTH TO GROUNDWATER Not EstabIished BORINGOlAMErER 8 Inches IDATEDRILLED 5 /3 1/83 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) ca CC z Uj 00 t: < z . z cc 6 09 Cl) cc ow HOC z DESCRIPTION AND REMARKS COLOR CONSISTBOL. cc 8 SILTY TYPE CLAY -gray firm CH : -;-- 42: -44- 46:1 7 £5 - -48 33 medium SM . I SILTY SAND dark gray dense - 52 and - gray- - 54 - ish . - brown - 56 - 22 - 58 - 18 -64- -66-I 30 -68- 72 -74- - 76 - (Continued) / - 78 - Note: The stratification lines represent the approximate - - boundary between material types and the transition may _80 - be gradual. EXPLORATORY BORING LOG ROBERT PRA TER ASSOCIATES NORTH COUNTY PLAZA Coniuliing Soil. Foundoiion Geological Engineets Carl sbad —Oceanside,. California PROJECT NO. DATE BORING 239613 August NO. 1983 14 (pg. 2) OFILL RIG Continuous Flight Auger SURFACE ELEVATION 18 (approx.) LOGGED BY LTJ DEPTH TOGROUNDWATER Not Established BORING DIAMETER 8. Inches ....LDATE DRILLED• 5/31/83 DESCRIPTION AND CLASSIFICATION . ir W 00 DEPTH (FEET) < 221 - Cl) 9 W IL Ir <J 8 w u '- Z80 DESCRIPTION AND REMARKS SYM BOL COLOR CONSIST..SOIL TYPE TLTY SAND - - - gray- medium SM - -.' 77 - • ish dense- brown dense - 82 Interbedded SILTY CLAY and CLAYEY and SILTY SANDS Gravel and cobbles between 104 and 107 feet. SANDY CLAY-CLAYEY SILT (formational mudstone) Bottom of Boring = 111 Feet - 84 - -86- 27 . -88- —90— 31 gray and stiff/ medium CL] SC/ - >< gray- ish dense SM - -92- - brown - - - - 94 37 _96.~~ - -98- 100W >< 28 102 - -104- -106- - - 108 gray • hard CH- MH • —110- 150 3" 112- Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. ROBERT PRATER ASSOCIATES [_Consulting Soil. Foundation & Geological Engineers EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO. DATE BORING 239-613 August 1983 NO 14 (pg. 3) - B-i APPENDIX B LABORATORY TESTING - The natural water content and wet density was determined on selected samples and is recorded on the boring logs at the appropriate sample depths. Two laboratory consolidation tests and two Atterberg Limits tests were per- formed on representative samples.of the more compressible clayey soils-.encoun-tered in the exploratory borings. The results of the tests are presented on L Figures B-i and B-2. .'''' ME ONEMNIMLINUM MMMLION Ll ----U.. -----U. ----U.. ----U.. ----U.' -----I a: -U' CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. 311 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL, DISTRICT: Carlsbad Unified . San Marcos Unified 01 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92008 (457-4985) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San 'Dieguito Union High School 189 Union Street . ' 625 North Vulcan' Encinitas, CA 92024 (94474306) Encinitas, CA 92024 (753-6491) Project Applicant: /L/Vc.o/jv ..S4.'',vgs -L APN: Project Address: RESIDENTIAL: SQ. FT. of living, area Number of dwelling units SQ. FT. of covered area ' SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA . . -. Prepared By 7cr'-L Date 7 FEE CERTIFICATION . (To be completed by the School District) Applicant has complied with fee requirement under 'Government Code 53080 Project is subject to an' existingfeeagreernerit / 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, sq. ft.@ Comm/Indust Fee Levied: $ based on ' sq. ft.@ - SchoOj. Di(stictOff Title Date AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. I •I1 COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT - CITY Of CARIS8AD APPLICATION: NEW / BUILDING P.C. NO.:77/ (CHECK ONE) REVISED APPLICATION NO.: INDUSTRIAL CLASS: ef 7DATE:7-20-87 -Sinature of City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERNIT GENERAL: : SITE APPLICANT: Lincoln Savings & Loan Association ADDRESS: 1800 Marron Road TYPE. OF BUSINESS: Branch office facility. APPLICANT'S ADDRESS:18200 Von Karman Avenue, Irvine, CA 92715 B. WASTES AND PROCESSING: (Check where applicable) Ix! Domestic Waste Only fl Industrial Waste ?J Industrial Waste NOT Dischargedto Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): GENERAL 'DESCRIPTION OF PROCESS (If Applicab1e);__________________________ 5,834 Square Feet WASTES TO -BE DISCHARGED TO SEWER: 7 WASTE: TREATED: - QUANTITY: AVERAGE GPO (Check One) UNTREATED.,- (Daily) MAXIMUM GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: Robert J. Mulhern (Print) TITLE:Vice President DATE: .7///7 I/&®,ci -Post Office Box 19614/lvine, California 927141(714) 553-0200 SENT AIRBORNE fr - September 16, 1987 .5, • --- Mr. Robert Hoglen Esgil Corporation 9321 Chesapeake Drive - San Diego, California 92123 Re Lincoln Savings Branch Hughes North County Plaza, Pad Site "T" 1810 Marron Road Carlsbad, CA 92.008 Dear Mr. Hoglen This letter is to confirm that Robert Prater Associates will be the civil engineer of record during the construction of the above- referenced branch Any requests for inspections of soils, footings or related work will be done through Robert Prater Associates as it pertains to this project Sincerely, Robert i.vulhern--* Vice President Director of Real Estate S.' RJMkmj cc City of Carlsbad - Building Department Robert Prater Associates 5 5 • SS • - - S ••' ,. • - •. S • I -, •.*- - S e S -- -' S - • - ,,_ - S -- - S *5 ______ - F • S. KOLL CENTER 5- 45 AGREEMENT SCHOOL FEE FORM CofO PLN'ENG CORRECT PERMIT SIGNED BUSINESS UC. WCCOMP j - - - -- - - GIVEN RCD 7): D -1-c 7-9 UMW9N ANAL CEm OF 0CC PLANNING / - DATE SENT 1 1 ENGINEERING JLEARED MR 13 1988 City of CARL5EAD DEVELOPMENT PROCESSING SERVS BUILDING PLANNING - - ENGINEERING FIRE HEALTH UTILITIES V FIRE WATER DISTRICT BUILDING I-- \