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HomeMy WebLinkAbout1735 MCCAULEY LN; ; CB881430; Permiti hereby affirm that I am licensed under provisions of Chapter 9 (commencing with ) Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec. 7031.5 p Business and PrOi905inos Cods: Any clip or ceunly which re quires a permit to Censtruci, alter, improve. demsiish, or repair any structure, prior toils issuance also requires the ap-plicant tar OuCh permit to tile a sighed statemedt Ihat he is lice000d pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption Any violation 01 Section 7031.5 by an applicant for a permit sub- jects the applicant to a Civil penalty 01 not more than live hun-dred dollars iS500i. i. as owner of the property. or my employees with wages as their sole compensation, will do the work, and the struc- tuie is not intended Or altered for Sate (Set. 7044. Esoluiess and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees. provided that such improvements are not intend-ed or uttered br sate. if. however, the building or improve- ment is sold within one year 01 completion, the owner-builder will have the burden of proving that he did not bnitd or im- prove for the purpose 01 sate). I i, as owner 01 the property, am exclusively contracting with licensed contractors 10 construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply 1000 owner 01 property who builds or im- proves ihnreon, and who Contracts for each projects with a contractor(s) license pursuant 10 the Contractor's License Law). IT As a homeowner i am improving my home, and the 10110w •I ing conditions exist: I. The work is being performed prior to sale. i have lived is my home for twelve months prior to completion of this work. I have not claimed this exemption during the last three years. 0 laos exempt under Sec. _________________ - B& P.C. tsr this reason thereby affirm that I have u certificate 01 Consent to I selt.insure, or certificate of Workers' Compensation In. surancn. or a Certified copy thereat (Sec. 3000. Labor Code) POLICY NO. COMPANY Copy is tiled with the city Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) or less) 1 certify that in the performance 01 the work for which this pormil is issued. I shall not employ any person in any manner so as to become subject lathe Workers Compen' saIlors Laws at California. NOTICE TO APPLICANT: It. alter making this Certificate l 01 ExemptiOn, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. 1 hereby affirm that there is a Construction tending agency for the performance of the wart, for which this per mit is issued (Sec. 3097. Civil Code) Lender's Nome Lender's Addrnso,,........._____________________________ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JQOA Don ES5' . AV,ST.R THOMAS aRosNO. IDATE OF APPLICATION I 555 LICENSE LUATION PCflMITNUM0Cfl LO I BLOCK . BDIVISION I ASSESS P CELNO..5OO CONTRACTOR CONTRACTORS PHONE / OWNER'S PIIONC FR'S,)SA/iIF, r 1 CONTRACTOR'S ADDRESS I SO.FOOTAGE STATE LICENSE NO. OWNER LING ADDRESS ____________ ItT..O4LJA6.If DESIGNER DESIGNERS PHONE DCG PTION or WOflIC DESIGNER'S ADDRESS STATE LICENSE NO. . F/P FLRELEV,I I NO DEC GP EDU I Z STORIES 7Qt/ka I I CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT I I TYPE 0CC LOAD I FIRE SPR f AREA I I CONST I TO N 0 - vO NO YO ND Not Valid Unless Machine Certified - OTY. PLUMBING PERMIT- ISSUE 7 57 OTY. MECHANICAL PERMIT- ISSUE 01 02 pl,4p-k 02 EACH FIXTURE TRAP .j. j'b INSTALL FURN. DUCTS UP TO 100.000 BTU BUiLDiNG PER 001'81O-00'0O'8220 / EACH BUILUINC SEWER I OVER 100.000 BTU . SIGN PERMIT 001'810'00'00'8221 EACH WATER HEATER ANDiOR VENT BOILER/COMPRESSOR UP 103 HP , PLAN CHECK 001810'00'00'8891 - EACH GAS SYSTEM I 104 OUTLETS , - BOILER/COMPRESSOR 3.15 HP TOTAIAWWG 001'810'00'00'8222 EACH GAS SYSTEMS OR MORE . METAL FIREPLACE ____ 0O1'810'00-00'8223 ___________________________________ EACH INSTAL., ALTER, REPAIR WATER PIPE - -. VENT FAN SINGLE DUCT MECHANICAL 001'810-00'00-8224 EACH VACUUM BREAKER . - MECH EXHAUST HOOD/DUCTS P OME _ _______________________________ 001'810'00'00'8225 WATER SOFTNER , RELOCATION OF EA FURNACEIHEATER _ _____ 001'810'00'00'8226 EACH ROOF DRAIN (INSIDE) . DRYER VENT ' 880'519'92'33 F= TOTAL MECHANICAL G 001-810'00'00'8227 O - I -T , IAL PLUMBING. i1q' FEE)3'.'810'00'00'8740 BRIDGE FEE 360-810'00'00'8740 QTY. ELECTRICAL PERMIT. ISSUE 6' QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA - AGEWIONST EA AMPSWT 8K - CAR PORT . TIF 312-810-00-00-8835 ___ - 4PH ) 3 PH/) - AWNING . LA COSTA TIF 311-810-00-00-8835 - 4'f1BLDG EAAMP!SWTBKR IGARAGE - FMF 1 PH 3 PH ' - . LICENSE TAX NM. 001'810-00'00'8162 REMOOEL'ALIER PER CIRCUIT ' . MFE#7,,, ,...f'7ø 880'519'92'57 TEMPPOLE 206AMPS ______________________ - OVER 200AMPS TEMP OCCUPANCY 130 DAYS) . CREDIT DEPOSIT / TO TAL ELECTRICAL I u. - TOTAL 7 TOTAL FEES PAYABLE 1 I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every pe'mie iso ytjBuit4ngOftici.I unddTlhe I provisions of this * AN OSHA PEd:T is REQUIRED FOR EXCAVATIONS OVER Code shell expire ,by timita)EI,becgifnull and void It else building or work 5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such per Il catosmefsced within 580 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or if 11h0 biJParn9vrjeieiGthorIzed by such permit ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON. is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT I abandoned it any .Wme9lter I aOrk is commenced for a Qeruod STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND of 580 deys, CONTRACTOR 0 APED BY OWN7Ø KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND 2 EXPENSE'S WHICH MAY IN ANY WAY Aç,pRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIf BY PHONE 0 __.)gg#o.._&x_d:L.._,,5, TYPE I DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BLJC9 0 PCO UNDERGROUND 2rWASTE DIWATER TOP OUT 0 WASTE 0 *ATER ) 14'4 11.J, TUB AND SHOWER PAN GAS TEST WATER HEATER 0 SOLAR W\TER ELECTRICAL ELECTRIC UNDERGROUND Oi UFFER ROUGH ELECTRIC ELECTRIC SERVICE 0 TEMPORARY BONDING 0 POOL i MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS -- VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS I 4j BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD -REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPEC I N REQ. IF INSPECTORS DATE - CHECKED APPROVAL r - SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE - . •• OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETe FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS !7 3 c fle (,4uLiY L,tl. PLAN ID NO. ASSESSOR'S PARCEL NO. 156e- 7-20- OWNER 2697 10/26/88 0001 01 05 OWNER'S MAILING . ADDRESS rO. Misc 620-00 c 14 5 ?A CITY () s 4,1/ &-D ZIP TEL. 722- VALIDATION AREA CONTRACTOR ESTMATED VALUATION 72 QO CONTRACTOR'S MAILING qcv- 001-810.00.00-8821 I,/27 ADDRESS PLAN CHECK FEE IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP TEL. WILL BE FORFEITED. STATE BUSINESS LICENSE NO. LICENSE NO. SUBDIVISION ' LOT(S) S - LEGALDESCRIPTION _L_-/ CHECK IF SUBMITTED: (c ,"44-P - /4(/,2 I 2 ENERGY CALCS El 2 1987 ENERGY CALCS .FORNONRESIDENTIALBLDGS 2 STRUCTURAL CALCS DESCRIPTION OF WORK 2 SOILS REPORTS \I TH_24o -_£•b _p 2 SELF ADDRESSED ENVELOPES 5c_z DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON JL 4t174'S LA COSTA LETTER ADDRESS /Z/''"'V'_4 / SCHOOL FEE FORM (iq) P & E CORRECTIONS LIST CITY Lish-TEL. CERTIFICATE OF OCCUPANCY DATE White- File Yellow,- Applicant Pink - Finance Gold - Assessor CASHIER'S VALIDATION SEWER PERMIT APPLICATION Development Processing Services Division 2075 Las Palmas Drive Carlsbad, CA 92009-4859 (619) 438-1161 APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE I BUILDING PLAN CHECK NUMBER: PC ) BUILDING ADDRESS: l 1 ft 1 e ' BUILDING TYPE: NUMBER OF EDU'S: - OWNER: (__ (QPJ 'C!,fc'c ,',1.j,-3 ri ZE4a1'l1' )ITL)rcç MAILING ADDRESS: P C). i2 .J' 44 CA,.LSL,qL) CONTRACTOR: ____________________________ MAILING ADDRESS: ______________________________ LEGAL DESCRIPTION: A1ct .,-"E;;3 2525 r, 4- 0 (V3 * i4(W ASSESSORS PARCEL NUMBER: 'AP 2 ZO - CALCULATIONS: - CONNECTION FEE COST PER UNIT _________ x _________ UNITS LATERAL CHARGE: TOTAL CHARGES: PREPARED BY: '(PRINTED NAME) COMMENTS: ' ' t. Ii V i. v i. .. V.— '&,. • ,. 7if) WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant 4 F. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 881430 3-24-89 DATE: Kingdom Hall PROJECT NAME: ADDRESS: 1735 McCauley Lane PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: Church Hall NUMBER OF UNITS: CONTACT PERSON: Paul Beltas CONTACT TELEPHONE: / 7585837 All Departments INSPECTED BY: DATE MAR. MAR. 3 0 1989 _________________________ _____________ APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED (_ INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED Costa Real Municipal Water Distr:cj COMMENTS: Engineering Department (619) 4383367 COSTA REAL MUNICIPAL WATER DISTRICT Rev. 1186 WHITE: Suspense Water EN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 881430 DATE: 3-24-89 PROJECT NAME: Kingdom Hall ADDRESS: 1735 McCauley Lane PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: Church Hall NUMBER OF UNITS: CONTACT PERSON: Paul Beltas CONTACT TELEPHONE: 7585837 All Departments - - INSIP BY: __ DATE ____ INSPECTED: ._'_-5 APPROVED ______ ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED DISAPPROVED I INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: - Rev. 1166 WHITE: Suspense BLUE: Water District Engineering CARv: Utilities PINK: Planning GOLD: Fire J £f - I -•---r.i' - - -.-..----- fr1-..,_j_•'I'1_'"_• 'V FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 881430 - DATE: 3289 K1n9d0rn Hall 1735 McCauley Lane PROJECT NO.: _________________ TYPE OF UNIT: CONTACT PERSON: CONTACT TELEPHONE: UNIT NUMBER: _________________ PHASE NO.: Church Hall NUMBER OF UNITS: Paul 13e1tas 7585837 - All Departmbnts INSPECTED INSPECTED BY: _______________________ INSPECTED BY: _______________________ INSPECTED: ___________ tAPPROVED _____ DISAPPROVED DATE INSPECTED: ____________ APPROVED ______ DISAPPROVED DATE - INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Militia PINK: Planning GO : Fire - 1Jr*-.•.-:4_.' ft FINAL BUILDING INSPECTION RECEIVED MAR 2 7 1989 PLAN CHECK NUMBER: 681130 DATE: 32489 Kindom PROJECT NAME: i4dI ADDRESS: 1735 McCauley Lane PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: Church Hall _____________________________ NUMBER OF UNITS: CONTACT PERSON: Paul Bolus y CONTACT TELEPHONE: 758-5837 Al! Departments INS BY: PECTED ____ DATE __ APPROVED DISAPPROVED INSPECTED: ______ INSPECTED~j DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: - I Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Plan OD: Fire -- Testinq Engineers—San Diego GEOTEC1TNICAL DEPARTMENT r 3467 Kurtz St PG Box 80985 San Diego Ca 92138 (619) 225-9641 FIELD REPORT JOB NAME_AOtJA JOB No 7S 7 PURPOSE OF SITE VIsur pcf 4/'- s iL' •Ae ci'n /r/ ,4 "i,c.-, ~, ,Wfd -,j,4rc( /e,6r 7' Ac- t',t.i- 1k //. TIe ,Z) i1r ,J e4,j/A , ik 1?9 r1P,7Pt' /iiJ ,,o,4,/rc' /1J ...-;/ .•!;,1 , )j.p,;, -7—,h e-- - M) 4Je7 /,je ñ1tfe, / ,ey,/,i Oip,- JJ.,l'c-I, 7 A Jej 4/ J 7 eflv 4/C ,A1,7'A i&/ 5mc,, i/ -i1: (.(,('c I :.- - e I , k 1) / ,4Jft( çj 7'P J 5en)e,' 7I e,L/CA It -, 4( ale t/ OA.' ,'Ac tae s,c1 A 00 - ,H-J ,cL Al fl 0 4ca/,,,V5 - ,v f# c A) 74.c. ViJc I - V Al -. NAME ___________________________________________ DATE ' 7 4 _? rJI Testing Engineers—San Diego A Division of United States Testing Company, Inc. _____ 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 _____ 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 January 27, 1989 Carlsbad Congregation Jehovah's Witnesses do Thomas F. Rowe P.O. Box 4656 Oceanside, CA 92054 Subject: Plan Review Carlsbad Kingdom Hall of Jehovah's Witness Carlsbad, California Gentlemen: We have reviewed the plans prepared by John H. Hacker, Civil Engineer, for the subject project and have found., that the foundation recommendations contained in the Geotechnical Investigation prepared by Testing Engineers-San Diego, dated April 18, 1987 for the •proposed development have been incorporated into the plans. We appreciate this opportunity to be of service to you. If you should have any questions, please contact the undersigned at your convenience. Respectfully Submitted, ¼. s L. Welch RCE C040236 Geo echnical Department Manager JLW/mhfd nI Testing Engineers—San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 January 27, 1989 Carlsbad Congregation Jehovah's Witnesses do Thomas F. Rowe P.O. Box 4656 Oceanside, CA 92054. Subject: Plan Review Carlsbad Kingdom Hall of Jehovah's Witness Carlsbad, California Gentlemen: We have reviewed the plans prepared by John H. Hacker, Civil Engineer, for the subject project and have found that the foundation recommendations contained in the Geotechnical Investigation prepared by Testing Engineers-San Diego, dated April 18, 1987 for the proposed development have been incorporated into the plans. We appreciate this opportunity to be of service to you. If you should have any questions, please contact the undersigned at your convenience. Respectfully Submitted, cd C040236 Geot hnical Department Manager JLW/mhfd tS fC/Jc ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: J- _. P DAPPLICANT SDTC JURISDICTION: C-IT7 0 IFILE PLAN CHECKER COPY PLAN CHECK NO: SET: '-- DUPS ODES IGNER PROJECT ADDRESS:/75ç LA) PROJECT NAME: JC-VVftH 1/7 5S' D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. U The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your informatIon. The plans are being held at Esgi]. 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: Esgil staff didnot advise the applicant contact person that plan check has been completed. El Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date )2ontacted: Telephone * REMI4KS: 1LL.. %i17S O1II ..z F6 11 By: fl&tLfE&r? Enclosures: ESGIL CORPORATION -i--- 2-2'—c9 P.,q-iJ- ESGIL COIPORATION 9320 CHESAPEAkEpR., SUITE 208 SAN DIEGO, CA$)2I23 (619)5601468 DATE: CIL APPLICL! URISDICT JURISDICTION: C (7€.7 PLAN C HEC OFILE COPY PLAN CHECK NO: Zf / 4-3D SET: JJ.. DP DDESIGNER PROJECT ADDRESS:/73$ LV. PROJECT NAME: C-' - J,,H's 7A) e, E] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. - D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U 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: PA • /z/2 /A4o1 J/J 1//T,4 C4 0 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:7,q1L av Date contacted: Telephone it (rn) f"KLC REMARKS:- c,#&1 e/.7 P' t// COo7,ous p-/-o-1 714er Oe-/fA-)i, C./?CJc- Z.,147-.- By: t7-66- LAOC 1c, A) 7-a Enclosures: ESGIL CORPORATION z-2_Z? S. P- 14-3P ejj C., (i..i &.S2 7 vi.'c.a°cC d4&#! - 0 .11V 1 A 7,' - 7'€tP'4r 7 90 Ili/ 1'?d'f AJor,.'4 /'2ca't ?_J7#2 /44iiJ$ £2 ,vaY Si.,oc A 8'k. — i4LC c.)1rH 2)V 11CT4C.. 410 As ?A . / AJ LP2 4 V 44CS /4 p.J , iO,oie #?44 C.c..34S ,4J01 ç?Ju - 5, Ci 1t. pi &i.,q L rs a F f 4iJS /7-A) D C 4 1 c f f0f— b,L,r&t-ci OmLip( g-7-E— oiu 7/ f7i'- 'cJc7T J/474 .- - 7'PE op Oo — V—A) T — / — f-- *e'- — 387 SF 01 77 a AJ-P 1c / ) 7 -r — JURISDICTION: C/7 O C,&ILD PLAN CHECK NO: 2' - H450 SET: L ON ER FILE COPY UPS DESIGNER ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: ICANT PROJECT ADDRESS: /755- 1-4 LA.!. PROJECT NAME: C&-LfCH i',1L/c E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U The check list transmitted herewith is for your information. The plans are being held at Esgi]. Corp. until corrected plans are submitted for recheck. , The applicant's copy of the check list is enclosed fo the / jurisdiction to return to the applicant contact perso1. The applicant's copy of the check list has been sent to: #LCL - //f Hc-/'-roi1_&AWGr V/41 C?L .9 ,g ft Esgil staff didnot advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ?4L4L 6ee7'1 Date contacted: Telephone # (6/11)75-S.37 REMARKS: By: R6&it/JT Enclosures: ESGIL CORPORATION /0 - 17- a'r PLAN CHUM MD. JURISDI: C I 7t'J 0 Cmas 6,4? L) 1: P'- 7/.S '2/2 /-1/-co1 tv V/S7,9, C. 9!c2 ULMABIZARE&: 6, 200 SP Date plans received by jurisdiction: Date plans received by Esgil Corp.:/ 0 - 27 -29 Date initial plan check completed: II//D/ZfBy: /i- -jr- Applicant contact person: p1q IX L =(7/ Tel.'i) 7 5 -S-Z37 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1985 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. OCCUPANCY: P - 13 JflDThG USE: (2-HIA I2 h' TYPE OF IbuaIIC:V_Al ACTUAL ARE&:327 2-Sff - # BEI: I - iJO OCCUPANT IDD: _ RIARES: 7I)CI c&--rc - To seeed up the recheck process. note on this list for a cony) where each correction item has been addressed • i.e. • elan sheet, specification • etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE VIKOERS ARE NOT IN maijusMZ AS PAGES HAVING NO MM NMI= icxLOlIS W List No. 80, GAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS JURISDICTION 041z,51 D PLAN CHECK NO. DATE I(— 10—RI BUILDING AREA, HEIGHT AND STORIES DATA SHEET ?VPP OF CONATRUCTION/ALLOWARLE AREA ANALYSIS BuildingDesignation TypeConstruction Shown V'-_P) Number of Stories and Height I - Basic Allowable Area Increases For Multi-Stories For Yards Feet Onsides ForSprinklers TotalAllowableArea C 0t91 ActualAreaTotal 3871 AreaSeparationWalls Yest YesNo YesNo Yes _No Yes No Over Over Area Yes <930 YesNo Yes No Yes No YesNo Over Height Yes J' Yes No Yes No YesNo YesNo Over Stories Yes 40 Yes No Yes No Yes No Yes No Building Use ,Occupant Load )ccupancy 1 4 - DS987 A. G 'PLANS Please make all corrections on the original X. Provide a note with the building data legend stating that yards used for area increases tracings and submit two new sets of prints, and shall be permanently maintained. any original plan sets that may have been returned to you by the jurisdiction, to: 10. Provide a note on the plans indicating if any hazardous materials will be stored and/or used Esgil Corporation, 9320 Chesapeake Drive, within the building which exceed the Suite 208, San Diego, California 92123, quantities listed in UBC Table 9-A. (619) 560-1468. C. SITE PIlE Please make all corrections on the original tracings and submit two new sets of prints, and Provide a fully dimensioned site plan drawn to any original plan sets that may have been scale. Show north arrow, property lines, returned to you by the jurisdiction, to: easements, streets, existing and proposed buildings and structures. The jurisdiction's building department. Provide a statement on the site plan stating: B. (AL "All property lines, easements and buildings, both existing and proposed, are shown on this G Provide the site address and a vicinity sketch site plan". on the Title Sheet. G Provide the names, addresses and telephone 13. Clearly designate on the site plan existing buildings to remain, existing buildings to be numbers of the owner and the responsible design demolished, buildings to be constructed under professionals on the Title Sheet. this permit and any proposed future buildings. 5. All sheets of the plans and the first sheet of Clearly designate any side yards used to based the calculations are required to be signed by justify increases in allowable area on the California licensed architect or engineer Section 506. responsible for the plan preparation. Please include the California license number, seal, 15. Show on the site plan all proposed walls, date of license expiration and the date the retaining walls and fences. Specify their plans are signed. Business and Professions heights on the plans. Provide construction Code. details if a part of this permit. .4 Indicate on the Title Sheet whether or not a 16. Clearly dimension building setbacks from grading permit is required for this project. property lines, street centerlines, and from all adjacent buildings and structures on the 7. Show on the Title Sheet all buildings, site plan. structures, walls, etc. included under this application. Any portion of the project shown the included the 17. Show and dimension on the site plan all building including eaves, on site plan that is not with projections building permit application filed should be balconies, cornices and similar appendages clearly identified as "not included" on the extending beyond the exterior walls. site plan or Title Sheet. j Show on the site plan, or provide the grading 8. Provide a Building Code Data Legend on the plans, showing finish floor elevations, Title Sheet. Include the following code elevations of finish grade adjacent to information for each building proposed: buildings, drainage patterns and locations and I? gradients of cut or fill slopes. Occupancy Group Description of Use 19. Show dimensioned parking layout including any Type of Construction required disabled access spaces. Sprinklers: Yes or No Stories 20 Show the location of any designated flood Height plains, open space easements, or other Floor Area development restricted areas on the site plan. Justification to exceed allowable area in Table 21. Provide a reference on the site plan to any 5-C. (if applicable) details or specifications for required site improvements to comply with the Title 24 Justification to exceed allowable height or disabled access requirements. stories in Table 5-D. (if applicable) 5. Oi-I-cic... FHsJi4L S1 o PLAAJS 0/4 tL41- 7/29/87 2 D. IOcAT1cO Pri 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 acception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the exisiting building meet the criteria of Table 5-A and Part IV. Section 504 (c). $ Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). 25. The exterior walls less than 4-0 feet to a property line or an assumed property line, shall be I—l1 fire-rated construction. Section 1-2-. 03. Exterior walls shall have a 30 inch parapet when less than tO feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.) The exterior wall shall have protected openings (3/4 hour) when closer than 10 feet to a property line or an assumed property line. Section 7-7— 03. The exterior walls shall have no openings when closer than c feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section_2-2-03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. Projections over public property must comply with Chapter 45. )o Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedetrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exteror stairways shall not project into yards where protection of openings is required. Section 3306 (n). 126. Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). 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. ,4. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section 03. E. BU33LDIM AREA When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). 41 As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. 7/29/87 3 ).? Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counterf lashing and coping materials. 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. Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). BUMIM B/STORIES Clearly show the maximum building height based 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. 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. One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. FIRE-RESIsnvs cZ1ISIO fr 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 separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roou/oeiling flr/c9il&B assemblies,' wall assemblies, pnt and heam Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e).. Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303 (b) 6. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303 (b) 6. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. 7/29/87 5 l. Total width of exits in feet shall be not less " than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304 (b). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors 120. Exit doors should be openable from the inside without the use of a key special knowledge, or effort. Section 3304(c5 [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3304 (c).] 321. Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. 1. All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. 12$' Exit doors should be a minimum size of 3 feet f by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304 (e). 1 2fl The net dimension (clear width) at doorways I should be used in determining exit widths required by Section 3303 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished • See door 12). Regardless of occupant load, a floor or landing f not more than 1 inch (112-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (h). 14. When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (i). 21. Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (i). 1)4. 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). 1,Z. 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). 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 must be provided. Section 3307. 33.. Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). Seventy eight inch minimum' headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing. 3/3. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). l7. Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2 x G 16" o.c. nailers. Section 3306 (m) (n). ifi. Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (i). 3/6. Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). 317. Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). 8/15/88 8 .44 Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). 11,Sd. When a corridor or accessible to the elevation shall be Section 3305 (f). iy(. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides of exterior exit balconies. C. corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). 1. One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). iØ. Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. 1)4'. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). l,. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). 34. Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). 4. Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). 38. Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). L JaT SIGNS 161 Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314 (a). - 30'. Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). l(. Show that the power supply for exit 3 illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313 (b) 1. 1. Show separate sources of power for exit / illumination and exit signs. (Occupant load exceeds 999 in A-i, 500 in A-2/2.1, 750 in churches, 100 in I's and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (b) 2. $15 • The exit sign locations as shown are not adequate. 0. i. Elevators shall be enclosed in a one-hour ' shaft except in Type I and Type II P.R. construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. exterior exit balcony is handicapped, changes in made by means of a ramp. 8/15/88 10 i,'. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. 11,14- Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. i. Elevators in high rise buildings shall comply with Section 1807(b). Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). 17A. Doors other than the hoistway door and the " elevator car door are prohibited at the point of access to elevator car. Section 5106. IA Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. I,$. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 61-8" by 4'-3" with a minimum clear opening width of 42". Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. P. GLASS AND GLAZnG i/s. Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 1).V Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a• walking surface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. Q. ROOF A fire-retardant roof covering is required. See exceptions under Section 3202 (b). 3 1g. Specify roof pitch. 1pr. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of Specify roof material and application. 182. Specify ICB0, UL or other recognized listing approval number for roof materials not covered in UBC. ,of Specify roof slope for drainage or design to support accumulated water. Section 3207 (a). 81. Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). )415". Show the legal basis to allow roof drainage to flow onto the adjacent property. 186. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 12, if sprinklered). Section 2516 (f). B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. 34. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICB0 or other recognized approval listing. 190. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). 4. Provide a minimum 22" x 30" attic access ' opening (or 30" x 30" if equipment is in attic). Section 3205 (c). !gz. f'froi', C>C 1?/- C P30 AI'P1O Lrn (- ,J2, 0 F He- i7. o or. 8/15/88 11 R. FnM EX7331= !fl~. Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). 1/3. Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). 1. Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler beads shall be accessible for servicing. Section 3802 (b). 1/5. Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. 2/6 • Fire sprinklers are required in H occupancies when exceeding the area in Section 3802 (f). 11. Provide fire sprinklers in drinking and dining establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). iy. Provide fire sprinklers Section 506, 507, 508 or 3802. See also jurisdiction ordinance. 10. When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Section 3803. 310. 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. S. FNDATICN 2X- 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. 2ft2. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. 203 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. 1-1Jhm r&rpiriui 1'y tha ri1 30. The foundation plan does not comply with the following soil report recommendation(s) for this project 3ø Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 206. Note on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 301. 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. ,26. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. 8/15/88 12 Columns and posts located on concrete Or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 263 Specify plywood grade and panel identification index. Table 25-N1 .2$.S 24 ' When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 2ft(. If foundation cripple wall studs are less than lie" framing shall be solid blocking. Section 2517 (g) 4. 2,fr6' Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Z,Ø Ridges, hips, and valleys shall be at least one size larger than supported rafters • Section 2517 (h) 3. 2. In open beam construction, provide strap ties #' across the beams at the ridge support. Section 2501 (b). V. pasc.LAs Parking garages shall have an unobstructed headroom clearance of not less than 71-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). Show light and ventilation, for areas customarily used by people, will comply with Section 605. 2J4' 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. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. 2. Pedestrian walkway shall comply with Section I 509. 27. Provide at least one drinking fountain for ( each floor level in Group A occupancies. Section 605. 2/9. Show that aisles and seats comply with Sections 3315 and 3316. 2O. Buildings housing Group A Occupancies shall ' front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public Street. The main entrance to the building shall be located on a public street or on the access way. Section 603. V. 77= 24 li&NDICAPP) AS 281 Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. X. inn=svni Ste ArrAce.o Ii, 2p(. Provide mechanical plans, plan details, f calculations and completed forms to show compliance with state regulations for energy conservation. 30 . Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 2/fe. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). 8/15/88 15 285 Please see additional corrections, or remarks, 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 at Esgil Corporation. Thank you. Enclosures: L 2'6 - CaM rc - C'4 LC. atri p-A/ Cc S &f? - 2,27. c Hv ., A) r'- T/OEt1fJTS. Firc T/1& /1,q-coJ ,'-1 ek rec- 7' 5 €c..77 o A) 240 -7 C) 08/15/88 16 - -- - : I n ,' , 4 LA - L-. A C 'r'.- - - - - - .-• - - - - - -, - tJ rc IeEi7 Qz 1A 'U c /&) r, /c4r'ezr e, -i PL / 4 #? as ea - ci ,4'114 a 6ol,,j / / — _s'c,'1- ZøpeE. 1'?c( Dco.' A"e' AJ'4s cdse. ZVI 76 A 14 -J 3 7 r— , r.±' .c- jr oOo Mar A1,4f 7" ei-i -7g AIL L4a Yi,e frI A & it! .40 '-/(A.J L2 O 10c. Pt.f ,V&i /#uto 09 IP Il Q, 'r ,g.f.Ocdr eis Ise, /3 AJi f6c.tE7 74Aitc. CTION:_C41- L S I3PLD PLAN WZN:_____________ Submit complete electrical plans and specifications. ,}J7- QJJ( 4t? Submit plan showing location of all services. Submit complete one-line diagram of service and feeders; Indicate the grounding system to be installed for building service. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. i.e. JJN, LCL. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110'16(c). 31. Submit plan showing location of all transformers. 12. Indicate the grounding system to be installed for transformers. NEC 250- 26(c). D3Z: WWLT PLAN &X: MEN DflL. Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). - Submit plan showing location of all panels. Submit panel schedules. Specify conduit and wire sizes. Specify aluminum or copper conductors and type of insulation. Show approximate length of feeders. Specify electrode conductor size and type wire. (aluminum or copper) Submit electrical load calculations. Indicate existing service size. Indicate existing building load. Indicate new additional loads. Indicate wiring method. Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. Provide receptacle(s) within 25' 'of the roof mounted A/C units. U?4C Section 509. ()Provide multiple switch lighting controls per CAC, Title 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1458. Thank you. 08/31/87 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST AIII ...L ' ci L 4) Fi.n Ca. c/ D Item numbers cirIcd below are required for this project. See Title 24 2-iJOb-I1. Circled items do not ap,ily to floors which are not required to be han. dkappcd accessible. References to section numbers with prefix 72" are to Title 24, Part 2 (State BuildingCode). 1955 Edition. Prefix '3is for Part 3Stte Electrical Code). Prefix 5" is for Part 5 (State Plumbing Code). Exemptions claimed for ant- item shall be requested in writing and shall include all data needed to determine"unreasonable hardship" as described in SLCtiOfl 2-422. SITE DEVELOPMENT 2 1. HANDICAPPED PARKINC SPACES PIZOV, PC- See-Approved Parking Plan for layout. (Fig. 2.71.1) cH- Provide _____ handicapped spaces. (2.7302a)06, Space shall be so located that handicapped persons are not com- pelled to wheel or walk behind parked cars other than their own. (2.7102c) Parking space shall be a minimum of 9 ft. x 18 It. with adjacent 5 ft loading zone. Double space shall be 23 It. wide. (2.7102b. Fig. 2-71-1) - () Maximum slope of parking surface in any direction shall not ex- ceed ,4' per foot. (2.7102d) () Parking space(s) shall be identified with the International Sym- bol of Accessibility on reflectorized sign affixed to post or wall. and also duplicated on parking surface (symbol to be 36 a (2-7102e). Entrance to parking facility or structure shall also have durable metal sign stating that unauthorized vehicle(s) parking in han- dicapped space(s) may be subject to tow-away. (2.7102e) AC Entrance to and vertical clearance within accessible level of park- ing structure shall be 8 ft. 2 in. to any structural member, duct or pipe. (2-71021) GCURB RAMPS Curb ramps shall be located wherever pedestrian path crosses G curb. (2-7103a) (j) Curb ramp shall be 48 mm. width (2-7103b) with maximum slope of! in 12 (2-7103c) A level 48" mm. depth landing is required at lop of curb ramp over entire curb ramp width. (2-7103d) If no landing is provided, the slope of flared sides shall not ax- ceed 1 in 12. (2.7103d) () Surface is to be slip resistant. (2-71031) (j) Border markings shall be 12 wide of '/' a 1/4- grooves. % apart, located at top and sides. (2.7103h) 3. WALKS Site development and grading shall be designed to provide ac- cess to primary entrances and access to normal paths of travel and where necary to provide access shall incorporate pedestrian ramps, curb ramps. etc. (2.7101 a) (j) Walks sloping greater than 5% (1 In 20) must comply with ramp requirements of sect. 2.3307. (2.3325e Walk width shall be 48 minimum. (2.3325a) The maximum cross slope shall not exceed !/4 per foot. (2.3325a.3) Cratings are not allowed whenever possible. (2.3325b) At each gate or door a 60" a 60' level area is required when the gate swings toward the walk. (2.3325e) A 24 clear space Is required at strike side of gate or dour. (2.3325e, Fig. 2.33-2) A 48" a 44 deep level area is required when the gate swings away from the walk. (2.3325e) 0 PEDESTRIAN RAMPS A path of travel with a slope greater than 1 in 20 shall be con- sidered a ramp. (2.3307a) The maximum slope shall be I in 12. (2.3307c) () The width shall be 4$" minimum. (2.3307b.3) A 60". intermediate landing is required at maximum elevation change of 30' and 72" landing at each change of direction (over 300). (2.3307d-1) ,e( Landings are required at top and bottom of ramps. (2.2307d.l) Bottom landing shall be minimum of 72 in the thrcction of travel. (Fig. 2-33-1A) .j Top landing shall be 60" a 60' minimum. (2.3307d.2) )t When door swings Onto top landing. in inmum depth of landing required is door width plus 42". (Fig. 2.33-1A) ,1" Top landing shall have 60" mm. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18 at interior ramp. (2.330741-4) AC Ramp handrai!s are required on each side of ramp, when slope exceeds I in 15. (2-3307e) )r Ramp handrails shall be continuous, located 30".34 in height above ramp sirface, with 12" extensions beyond top and bot- tom, and the ends returned. (2.3307e) )( Handrails shall be I. V4" to 2 cross section, spaced mist. of I-Ye" from wall. (2.3307e) A 2" high curb or wheel guide rail centered 3" pluslminus 1" above ramp surface Is required on both sides where not other. wise bounded by walls when the ramp exceeds 10 feet in length. (2-3307h) - SPECIAL ACCESS LIFTS Lifts may be provided between levels. In lieu of elevator, when the vertical distance between landings, structural elevator, struc- tural design and safeguards are as allowed by the State of Califor- nia. Dept. of Industrial Relations, Div. of Occupational Safety and Health. (2.5106a) DA 2/4/88 G6. HAZARDS 0 Provide 80" headroom from walkway surface to any overhang. ing obstruction. (2.3326b) Headroom of So- minimum shall be maintained for walks, cor- ridors, aisles. etc. (2.5221.2) Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, cor- ridors, etc. (2.5221.1, Fig. 2.5.7) ()Objects with protruding edges below 27" above finished floor may protrude any amount. (2.5221.1) Free standing objects mounted on posts between 27" and SOS' above the floor may project a maximum of 12". (2.5221.1) () Abrupt changes in level exceeding 4' adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. (2.3326a) ENTRANCES AND CIRCULATION ENTRANCES, DOORS, VESTIBULES AND CORRIDORS () All primary entrances to buildings shall be accessible to the han- dicapped. (2.33011) All required exit doors shall have 32 clear opening at 900 (36" door). (2.3304e.1) At least one of a pair of doors shall meet the rain. 32 clear en- trance width requirement. (2.3304e.3) Threshold shall be no higher than % above the floor. Edge to be beveled with a slope no greater than I in 2, if more than Y4". (2.3304h. 1. Fig. 2.33.5) (33) Exterior level landing may slope up to V4 per foot in any direc- tion for surface drainage. (2.413) Door hardware shall be of the lever or push type, mounted 3O to 44" above the floor and be operable with a max. effort of 8.5 lbs. for exterior doors and 5 lbs. for Interior doors. (2.3304c.3, 2.33041.2) ()The lower IC" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. (2.3304m) Building entrance(s) shall be identified by sign with the Inter. national Symbol of Accessibility. Show location on the plan. (2.522b.7) The symbol shall be a white figure on blue background. 2.522b.2j )( At turnstile, provide an access gate, 32 clear width opening. within 30 feet of turnstile. (2.3304rs) ,f There shall be a clear area on each side of door. Go" deep in direc- tion of door swing and 44 deep In opposite direction of door swing. (2.3304h.2) Yo.'Width of clear area on the swing side of the door shall extend 24 past strike jamb for exterior doors and 18" past strike jamb for Interior doors. (2.3304h.2) The space between two consecutive doors (vestibule) shall pro. vide a mm. of 48" clear depth between the open door and a se- cond closed door. (2.3304h.2D. Fig. 2.33.5A) Doors In a series at a vestibule shall swing in the same direction, or away from the space between them. (2.3304 h.2D) Corridors shall be 44' minimum In width or as required by oc- cupant load. (2.3305b.1) For corridors over 200 feet long. see special requirements of Sec. 2.3305b.2. (Fig. 2.33.6) 14-11, FLOORS a( floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or special access lifts. (2.522e) STAIRWAYS Treads shall have smooth, rounded exposed edges and be slip resis. tant. (2.3306s.1) .5'; Nosing shall not project more than Ills" past face of the riser below. (2.3306s.2) Risers shall be sufficiently solid. (2.3306s.3) 4 The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. (2.3306r) e On exterior stairs, each tread shall be marked as noted above. (2.3306r) / Handrails are required on each side of stairway. (2-3306j.2) g Handrails sHiil be located 30" to 34" above nosing, extend 12" beyond top riser and 12" plus tread width beyond bottom nos• ing and returned to walllnewel post. (2'3306J.2) AM'.'Handrails shall be I V4 to 2' in gripping cross section and I .4" clear of wall. (2.3306j.2 ELEVATORS' X. See Chapter 51 of UBC for car size. )' Passenger elevators in buildings other than those listed in Chapter 51 of UBC seMisn occupant load of more than 50 shaft have a car size 68 wide by 51" deep with a mm. clear opening width of 36", (2'5103m.231) p( Passenger elevators In buildings other than those listed in Chapter 51 of UBC servinc an occupant load of 50 or less shall have a car size of 54': wide by 54" deep with a minimum clear opening width of 32". (2.5103m.252, 3) ,E' Raised Braille markings and Arabic numerals are required on con- trol buttons and door jambs. (2.5103m) SANITARY FACILITIES X. TOILET FACILITIES ACCESS When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511a.3) Doorways shall have 32" minimum clear width. (2.511a.5A) There shall be a level area with 60 clear depth in the direction of the door swing, and a level area with 44 clear depth in op- posite direction of door swing. (2.5lla-5B) MULTIPLE ACCOMODATION TOILET FACILITIES ,r Provide clear area GO" diameter x 27" high - or clear space 36-x 63" x 27" high. (2-511a.6A) Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. (2'5I1a.6A) Provide 28" clear space between water closet and fixture or 32" clear space between water closet and wall. (2.511a.68) A 48" long clear space is required In front of water closet. A 60" clear space is required when the toilet compartment has a side door. (2.51la.68) Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self. closing and swing out. (2.51 la-6C) DA 2/4/88 SINCLE ACCOMODATION TOILET FACILITIES I. Water closet shall be located 28" from a fixture or 32" from a wall. (2.511a.7, Fig. 2.5.1A) Minimum clear space in front of water closet shall be 48". (2-511a-7, Fig. 25.IA) In an existing building, a single accommodation toilet facility may have a space 36" wide a 48" long in front of water closet. (2.511a.7. Fig. 2.5.IC)* CUB BARS AT WATER CLOSET One at side 42" long extending 24 in front of water closet: one at rear 36" long centered on water closet; both mounted 33 above floor. (2.511a.8A) Bars shall be 11/." to 1/a in diameter with P/i" clearance to wall. (2.511a.8B) Bar fasteners and mounting support shall be able to withstand 250 lbs./ft. In bending, shear and tension. (2.51la.8C) iy. WATER CLOSET ,1 Height of water closet scat shall be IT to 19" above floor. (5.1502) )I. The force required to activate the flush valve shall be lbs. max. Inium. (5-1502) () URINALS - () Where urinals are provided, the rim of at least one shall project 14 from the wall and be located IT maximum above floor. (5.1503a) () The force required to activate the flush valve shall be 5 lbs. max- Irnum and located 44 maximum above floor. (5.1503b) e. Provide 30" * 48" clear floor space for forward approach. (2.511b.4) 0 LAVATORIES Provide 30" a 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. (2.5111.IA) Provide clear space beneath lava tories 2V high by 30" wide by r deep (knee space) and 0" high from the floor by 30" wide by iT deep from front of lavatory (toe space). (5.1504a) Hot water and drain pipes under lavatories shall be Insulated. (5.1504b) () Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping. pinching or twisting of the wrist and an operating force not exceeding 5 lbs. (5.1504c) (') Self-dosing valves to remain open for at least 10 seconds. (5.150.ie) TOILET ROOM ACCESSORIES Mirror bottom edge shall be located 40" maximum above floor. (2.511b.1B) Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. (2.511b.3. Fig. 2.5.lA) Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40 of floor. (2.511b.2) 3 19 SANITARY FACILITIES IDENTIFICATION 0 On doorways leading to sanitary facilities the symbols to be pro. vided are 12" Equilateral Triangle for men, 12" Diameter Cir' dc for women, and 4" thick, centered on door. 60" high c'on trasting color. (2.511a.5C) BATHINC FACILITIES L One such facility shall comply when provided for the public, clients or employees. (2.511a.9) Shower compartment shall be 42" wide, 48 deep, with a 38" wide entrance. (2.511a.OAI) Note on the plans that the handicappped bathing facilities shall conform to requirements of Sect. 2.51la.9, 5.3505.B and 5.1506. GENERAL REQUIREMENTS DRINKING FOUNTAIN / The alcove in which the water fountain is located shall be not less than 32" wide by 18 deep. (2511e, Fig. 2.5.3) Note on the plans that drinking fountain shall conform to re- quirements of Sec. 2.511c and 5-1507. PUBLIC TELEPHONE / Provide space 30" a 48 for forward or parallel approach to telephone. (2.51 1d2) Note on the plans that public telephones shall conform to re- quirements of Sec. 2.511d. ELECTRICAL REQUIREMENTS /. IS. 20 and 30 amp. receptacle outlets shall be installed not less than 12 above floor. (3.210.50e) ICenter of switch shall be located not less than 36 nor more than 48" above the floor. (3.380.8c) GROUP A OCCUPANCY REQUIREMENTS S AUDITORIUMS, ASSEMBLY HALLS, THEATERS. ETC. Seating and toilet facilities for the handicapped shall be accessi- ble from the main lobby or primary entrance. (2.615.1) _.br" This structure requires wheelchair seating spaces. (2.611b.IAI) () Each wheelchair space shall be 60" a 30" and level. (2.611b.1A2) if/ When the seating capacity exceeds 300. the wheelchair spaces shall be In more than one location. (2.611b4A2) This structure requires seats for semi-ambulant per. sons. Cleat leg space shall be at least 24", (2.61 lb-1B) Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. (2.61 lb.!, 3) DA 2/4/88 GROUP B OCCUPANCY REQUIREMENTS Group B occupancies used for assembly purposes but having an occupant load of less than 50 shall conform to all the requirements for Croup A oc- cupancies covered in Section 2.611. (2.712d) BUSINESS AND PROFESSIONAL OFFICES. PERSONAL AND PUBLIC SERVICE FACILITIES Client and visitor areas, office areas and related toilet rooms shall be made accessible. (2.712b.2A) .(. Conference rooms, counseling rooms or cubicles and similar areas shall be made accessible. (2.712b.2B) -A11' Employee work areas shall have a 36' minimum clear access. (2.712b-2C) SALES FACILITIES ,,I General sales, display and office areas together with related toilet rooms must be accessible. (2.712b.3A) Sales employee workstations shall be located on accessible levels. Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations - shall be accessible. (2.712b..3B) p This facility requires check stands accessible to the physically handicapped, based upon I for S checkstands or less, 2 for 9 or more. (2.712b.3C) fi Where quick check stands are provided, at least one shall be ac- cessible. (2.712b.3C) Check stands shall be made accessible by providing a 3 aisle on the customer side of the stand. (2.712b.3C) Accessible check stands shall be identified by the International Symbol of Accessibility and shall state. This check stand to be open at all times for disabled customers". (2.12b.3C) ?4 'RETA1L GROCERY STORES (Requirements are stated In AB 179, effective July 1. 1984.) /. Toilet rooms must be provided for the public In stores contain- ing more than 20,000 sq. ft. of floor space. The toilet rooms for the public maybe the same as those provid. ed for the employees. /'. Separate facilities shall be provided for each sex. i Handicapped requirements shall be satisfied. 4: Doors shall be sell closing. 4: Hand washing facilities shall be provided in or adjacent to toilet rooms and shall be equipped with hot and cold water. Hand washing detergent and sanitary towels or hot-air blowers shall be provided in permanently Installed dispensing devices. 1tSHOPPINC CART THEFT PREVENTION BARRIERS p( Public entrances and exits shall be accessible to and usable by the handicapped. (2.712b.3E1) - Barriers shall provide a 3r clear width opening for handicap. ped ingress and egrec. (2.712b.3E2) Note on the plans that shopping cart theft prevention barriers shall comply with the requirements of Sect. 2.712b.3E. DA 2/4/88 STADIUMS. CRANDSTANDS. BLEACHERS, PAVIUI5, CYMNAS IUMS This facility requires wheelchair scaling spaces. (2.611c.1) When the seating capacity exceeds 300. the wheelchair spaces shall be in more than one location. (2.611b.1A2) Ticket booths must be accessible from both sides. (2-611 c-2) / Participation areas such as ball courts. exercise rooms, tracks and clubrooms must be accessible. (2.61 1c.3.4) Spectator and participant sanitary and locker facilities must con- form to the requirements of Chapter 2-5. (2.611cS) DINING. BANQUET AND BAR FACILITIES X. Access shall be provided at primary entrances. (2.611d.1) 1 Wheelchair ac-1 shalt be provided to all areas where each type of functional activity occurs. (2.611d.2) pr This facility requires wheelchair seating spaces. (2.613d.3) The ratio of removable seating arranged to permit use by wheelchair occupants is I per 20 and based upon the total number of seats provided. (2.61 Id-3) / At least one wheelchair seating space shall be provided for each dining, banquet and bar area. (2.61 ld.3) Ace to wheelchair seating spaces shall be provided by 36 minimum clear width main aisles. (2.611d.3) p1 Cafeteria line aisles shall be a minimum of 36- clear width. (2.611d-4) Access to Food preparation areas shall comply with provisions for entrance doors and doorways contained in Sect. 2.3304. (2.611d.6) IRestrooms and power rooms shall conform to the requirements In Sect. 2411. (2.611d.5) RELIGIOUS FACILITIES V Sanctuary areas shall be accessible. (2.611e. 4'. Provide ___________wheelchair seating spaces in the sanctuary. Use Section 2-6111-1A. (2.611b-1A) Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other similar areas. (2.611e.1B) ,or Assembly areai shall be made accessible. (2.611 e'2) / Enclosed and unenclosed platforms and stages in assembly areas shall be made accibIe. (2.61Ie.2) ,t Classrooms and offices shall have entry doors that conform to Chapter 33. (2.611e3) g Sanitary facilities shall conform to the requirements of Chapter 2.5. (2411e4) FITINC OR DRESSINC ROOMS Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physically handicapped. (2.71 2b.3F) Minimum dimension of room shall be 60" a 60'. (2.712b.3F) ,( Bottom of the mirror shall be located within 20" of the floor. (2.71 2b.3F) Height of clothing hooks shall not be greater than 48 from the floor. (2.712b.3J) 34f POLICE DEPARTMENT, LAW ENFORCEMENT, FIRE DEPART. ' MENT FACILITIES AND COURTROOMS Office areas, conference rooms, classrooms, dispatch rooms and similar areas and related sanitary facilities shall be accessible. (2.712b.6A) 4. Detention area visitor rooms shall be made accib1e. (2.712b.68) At least one detention cell facility with supporting sanitary facilities shall be made accessible. (2.712b.6C) Courtroom areas including judges' chambers and bench, counsel tables, jury box, witness stand and public seating areas shall be made accessible. (2.712b.6D) FACTORIES - ,L Major or principal floor areas shall be made ac1ble. (2.712c.2A) , Office areas shall be made accessible. (2.712c.1B) I'. Sanitary facilities serving the above shall be made accessible. (2.712c.IC) WAREHOUSES ,C Warehousing areas which are located on the floor nearest grade shall be made accessible. (2.712c.2A) 4. Warehousing areas on other floors that are provided with access by level entry, rathp or elevator shall be made accessible. (2.712c.2A) Office areas shall be accessible. (2.712c.2B) Sanitary facilities serving the above be made accessible. (2.71 2c.2c CROUP R.1 HOTEL, MOTEL AND DORMITORY OCCUrANCY REQUIREMENTS ).t ' Applies to privately and publicly funded hotels, motels and dormitory buildings and complexes. (2.1213a) ,d' Provide guest room(s) or dormitory room(s) together with their sanitary facilities that are accessible to and usable by the physically handicapped. (2.1213a.1) AS'. Hotel, motel and dormitory bathrooms beyond those required in item "a" above need not comply with the provisions of Sec. 2.12134 provided all bathroom entrance doors have a clear open. ing width of 32 inches and are sliding or swing Out from bathroom. (2.1213d Exception 1) t ' Every entry, opening or passage door opening to any area must have a 32" iniri. clear opening. (2.1213a.2) 1' Public and common use rooms shall be made accessible. (2.1213a.3) Recreational facilities Including swimming pools shall comply with Sections 2.611c and 2.1107a. (2.1213a.4) Bathroom entrance doorways shall have an 18" clear space to the side of the strike edge of the door on the swing side of the door. (2.12134.1) When accommodations are provided with kitchen units, at least one and no less than one for every 25 of such accommodations provided, shall comply relative to accessible kitchen facilities with subsection 2.1213b.2,3,4. (2.1213a.5) ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTINC BUILDINGS. (2-110b.11B4) The area of specific addition, alteration and/or repair, shall comply with the provisions of this Code. The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Restrooms, water fountains, and public telephones which serve said specific area shall be accessible to handicapped persons. ,e./Information regarding handicapped accessiblity, shall be posted In lobby per Sec. 2.522b4 DA 2/4/88 lo P-k Dates_____ Jurisdiction_______________ Prepared bys VALUATION AND PLAN CHECK FEE PLAN CHECK NO. _2— I 4- BUILDING ADDRESS _175 C4t4L) APPLICANT/CONTACT PHONE NO. o Bldg. Dept. -lsgi1 7;g_ 5-g57 BUILDING OCCUPANCY DESIGNER PHONE__________ TYPE OF CONSTRUCTION V) CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air Conditionine Commercial •@ IO IF L -Z_ Residential Res. or Comm. -Fire St,rinklers Total Value Building Permit Fee $ Plan Check Fee COM MEN TS: SHEET I OF / 1.2/87 Dates______ Jurisdiction Prepared byi cor VALUATION AND PLAN CHECK FEE - -. - PLAN CHECK NO. BUILDING ADDRESS /735 KC4UL LA) APPLICANT/CONTACT 17,411L PET/5 PHONE NO. o Bldg. Dept. -sgi1 ) 72- 5-g7 BUILDING OCCUPANCY %DESIGNER PHONE____________ TYPE OF CONSTRUCTION V—k) CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 4.oz' Eo)/l5OZiATS. -, u1y "281It!'Dt.' /.atWifl 1 m- IOIi41j' I. 33 ( p4 ??EfUcF L5&A 2'/0 se goo 2. )C_ Air CorlditioninE Commercial •@ a..gD - I0 '4-Z-- Residential Res. or Comm. Fire Sprinklers Total Value Building Permit Fee $ 3 00 Plan Check Fee $ $ 4.c COMMENTS: SHEET I OF I - 12/87 LEGEND Item Complete 0 Item Incomplete - Needs Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified Date: 11-22-88 Plan Check No. f39/'130 Project Address:/735 Pie Aiuicv A. Project Name:.CAasaw %b&. cF Jiwj,4 4)iraje,,e3 Field Check Date: By: ENGINEERING CHECKLIST tv ) ai w 4.' . 4.' LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 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. I 2M Provide legal description of property. Provide assessor's parcel number. PERMITS REQUIRED Grading Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). Grading plans in plan check PE 2.7.Z.2- Need the following completed prior to building permit issuance: Grading plans signed. Grading permit issued. Grading completed. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City Inspector. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. iu D D ai d) I U •U > > U U U D O D L-Vila CT FEES REQUIRED Park-in-Lieu fees required. _____ Quadrant: , Fee Per Unit: , Total Fee:_________ Traffic impact fee required. Fee Per Unit: , Total Fee: IBDC Bridge and Thoroughfare fee required Fee Per Unit: _, Total Fee: ____ Public facilities fee required. (3 eC a- Facilities management fee required. Fee:ZtIvto. Additional EDU's required: Z2(.o Sewer connection fee:- Sewer permit no. 33Z3 Sewer lateral i-equired:QL2'fztLvo. 0. K. to Date: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. Oc4 PLANNING CHECKLIST Plan Check No. 9a3/430 Address 173f ,11 Cc1gr)jJy %dU Type of Project and Use ô,juN &c - J1ov40r W,r11es& Zone F— I Use Allowed? YES VS NO r.i rn Setback: Front 01< Side 0/< Rear 0k Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad San Marcos 0 Discretionary Action Required YES tk NO Type Ct.'f'YOl_ 0 Environmental Required YES NO Ne4m'5 peo..r?m' El 0 Landscape Plan Required YES NO Comments 0 Coastal Permit Required YES NO El El 0 Additional Comments ñg,se i9op .w'e Aaiflo,ve J PSCA?4c -(-MWZ/*&issTh sqio aVA40AYS f9Cll tLw7 ,qve,w C)u 5OUT44 IO CJP BL. OK TO ISS DATE 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 Citp of Carbab FIRE DEPARTMENT PAGE 1 OF __L APPROVED DISAPPROVED PLAN CHECK REPORT PLAN CHECK# PROJECT !(— ir) ADDRESS I 7T /i'lc (' ,46..i I +/ I J ARCHITECT r)L I ) 4I1 ADDRESS A-i L.ii saedPHoNEZ -n - 1 OWNER -F -4 411S /41/7c ADDRESS PHONE 7F?- OCCUPANCY ________ CONST. ___________ TOT LSQ. FT. ?'72 STORIES 0 SPRINKLERED 0 TENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS 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 fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, 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 fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT — 6. The following fire protection systems are required: O Automatic fire sprinklers (Design Criteria: O Dry Chemical, Halon, COa (Location: O Stand Pipes (Type: 0 Fire Alarm (Type/Location: Fire Extinguisher Requirements: ' One 2A rated ABC extinguisher for each / ") sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. o An extinguisher with a minimum rating of ________ to be located: 0 Other: Additional fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main exit and doors EXIT signs (6" x 3/4" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. _13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. 14. Additional Requirements. 4 - ' '' ''' 's" (1/hl;/fL . Ti..S' 7 /1i_—,_ / /74 _15. Comply with regulations on attached sheet(s). I tl Plan ExaminerL X. Date — I.. Report mailed to architect _______ Met with __________________________________ _____ Attach to Plans ;. HACKER & ASSOCIATES CLIENT_" "' "h " JOB NO. CIVIL ENGINEERS JI$ N& I4Q N j 1I " . SHT. / OF 4501 E. Sunny Dunes Rood LEGAL _______________________________ Suite C W'D OJQ (OA'. 7 DATE_ '3 Palm Springs. CA 92264 - .. (619) 327-4565 . . CREW TABLE NO. 23-A—UNIFORM AND CONCENTRATED LOADS (d) Design Wind Premures. Design wind pressures for structures or elcmefits - USE OR OCCUPANCY of structures shall be determined for any height in accordance with the following UNIFORM TRATED CONC 1formula: .. // /•) CATEGORY DESCRIPTION LOAD ....................... .. . ... I. Access floor systems Office use 50 20002 p = C c q51 . . ...................... ... . ...f 1-1) Computer use 100 .20002 WhERE: •: . Arunurics 150 p - Design wind pressure. Assembly areas3 and Fixed scaling areas . 50 0 C5 - Combined height, exposure and gust factorcoefficiern as given inTabc auditoriums and Movable beating and . No. 23-0. =. oy P.ae balconies therewith. other areas 100 ':.. - Pressure coefficient for the structure or poflion of structure wider Stage areas and consideration as given in Thblc No. 23-H. ci c 3 Fait. - enclosed platforms 125 O q4 - Wind stagnation pressure at the standard height of 30 fact as sat form ip 1b1cNo. 23-F. /7 • 1 - mporiancc -faclorassctforthinScctioa23hl(h). .. -- ... TABLE NO. 23-F—WINO STAGNATION PRESSURE (%)Jff STANDARD 4:12 •P, rewH /' , . NEIGI4TOF30 FEET 73O3 (C) J. 8uic wind speed (mph)i t710 13 1 -80 Ii o& Prcuuicq, (psi) '4) <300 •= > 3 /,_• . 'WndapocdfivmSacf.joi2311(b). .: .., $e 7-,91Z . (PA (fit sv) 1-2 O7 x '7,e / /5d5per39 74 41/"O (5ei.sms) (Zw#) - .1.00tPQ "s 77 ,' " /4oc'C/ .14.. i/i) 1 jjV (p/pwoad: Aei, 14'c'I/s /I) 4- 7 r-q 4.. /a p. . . .... .. 1.3 3A 1.4- me' • 4- __ X 4<) )P ) . /epo#2.r. 3B 72— 31 door 1 i(( -/r / . \( ,oJp I —- /fE I•. ........ I :..:• - 11 vad 90 1'!00 1-110 120 1301 21 26 31 37 44 )I IN. H. HACKER & ASSOCIA TES CIVIL ENGINEERS 4501 E. Sunny Dunes Rood Suite C Palm Spdngs, CA 92264 (619) 327-4565 CLIENT_'i/4OQ/I4 #4 L. JOB NO. LEGAL 16 rAdo 554ff S SHT. OF W"ca_#/ DATE &4 CREW 9:4l 44vo .4'. 41X7/2 7' 4411 1' £A/O b(1. I- 89' , 7, Pes54'4E 04.' 4AdO 7W9 H / 4-L5 oN ,ma'i- CId4C 4I:o I4 r/. A) OI 2e4'L 94.,1,444 M'vD gEq7,a,*' O1 /&w7 414 3 4.J/A.IQ /264 a,J l,wT J •VN/ ,e rf2,t1 0/ti 200 &'W 404Q /,) tL)e4O JJ77Z- H 2'a O*Q - ( / .* fe At .&P ) ROAP E 4?'sp4,e#.7-) dq = 89 x .9-4- x z$ô x JZ ' s,J .)'Y02,beop/e 4. OHN ii: HA KER & ASSOCIATES CIVIL ENGINEERS 4501 E. Sunny Dunes Rood Suite C Palm Springs. CA 92264 (619) 327-4565 5isni. /2E4 7#iJ ,4,14E c't.'47- DATE ##& 8D1 CREW (pIZ /.71 Z!1-' Iddo 4r — - a,il ,'&o,ti 1- 444 17, U4& 71 OiJ f4M7 Z242 = •/.5i~ '44) 5/5 ,t4/ i'o) a) 6i' T 4I73) /M'/ 1?e4c Ta,4J i dE4C 7,'?AJ CLIENT _/,1,4-za ,ii JOB NO. LEGAL _ENOV'/' W,r.5 SHT. OF /IfrL I14 — 1e2/* //ø 4eAd') W.'! IL L7 inta1r— g6,4, 78 i.E. AIO. 4-7-1 /fo4i L' £.'/Z Lc '/7 J/ 4.7 . (.i14eI/ 4." /',5• .• (uO A/ 25/-/ ,4s-ef s14$• i 7o lic.' Oo £4J AJ .5 / AOJO ee S. 17,Z4i-Z Xfl.-5 441 — - -- Soft -_Aftuclirnsiit Lying. Outgo Loud V.I.V Wln Installud on Stud Thickness if Concnut. I Modal Tint Dl.. Mm.' m nf b.dm. No. Stud Ultlmstu 1W 2 SW I SW NO 2 HO S HO 6 HO 7 NO 7 % 4 r V 1W 9 IV 14 I4 IV 2)-%bMO (2)-WIlD (3)-%M8 (3)-WMB IMB 13.200 19.000 18.600 28.600 2450 3375 5060 6350 6350 ö 3610 5410 6500 7100 541010 650000 3610 [2520 750000 I 10 2520 3610 5410 6500 7500 HO 2N HO SN Pi!L % % £ V IV 14 (2)-WIlD (2)-WIle 8.800 11.600 20 2450 3375 6000 2520 3610 5640 2520 361010 5480 2520 3610 JOHN H. HACKER & ASSOCIA TES CLIENT_k - JOB NO. CIVIL ENGINEERS 4'4 001" 1 .... , ,, SHT. _/_ OF 4501 E. Sunny Dunes Road LEGAL _____________________________ Suite C ,. /7. £ DATE___________ Palm Springs, CA 92264 (619) 327-4565 77 ç— fi}#, / /25 CREW . 4. -I- -, - .i -I — . . a— . . ..'.: l.a. .................. •. .......... . : -1-- -i--p — .i '_L..j_L._._.L.I._J_.i..J .........I.i.a.._.., ...._. i t_..:.._. .a ...............i_ ...........J.i.;.......... .........ii . . : . : .... _LJ._....i....j_..J_..L....a.J_,......._L...J_I.4.....i.I.:.4.__'_L_L..:.:.l .............................................................................. A-_..j_J__LJ.J_ .. . . . I . ......_ .............. ............. . . . : . . .. . . - -f :I ¶ --- - - —i—i— -- — -- - -___ - — - •-j_ - — - - rt H I I I I 1iiF ;f ---r- -4- — j4.J_LL HI.J:i .!iL1 J. AJ 5. L. 1 4- I Jilt: . 1it I I liii ii a I Ii ii 1, 4Ii*t1-44 tIL:1'I ;r J a il It- J. 14 I IIl.uh 1 _i_1 _ i: ii 4 t I__u I a. I & 1;. I j fIlI I 4 I ;IIl a i ii : LL_tI ... ..;..... 4-;-!- LLL MASONRY RETAINING WALL 1 WALL HT.= 5 WALL THICKNESS = 8 INCHES MAX. FM= 250 FAX. FS= 20000 .. M= 833.3333 N= 40 AS= .15 0..094J= 0.88332/KJ= 6.47 FM= 191.84 FS= 14240.80' O.T.M..= 1440EOUIV. FLUID PRES.= 40 SURCHARGE= 0 ALLOW S.B. = 3000 PASS. PRES. = 300 U = .4 P D M P 880.00 0.97 853.60 WALL 385.00 0.96 370.88 SOIL 500.00 1.80 900.00 FTG 345.00 1.15 ----------------------------------------------- 396.75 P (SUM)= 2110.00 MR= 2521.23 X = 1.194897 . HEEL. = 1 E = .6824645 L = 1.537298 FOOTING WIDTH = 2.3 FOOTING THICKNESS MAX. SOIL BEARING = 2745.077 TOE M = 444.8531 HEEL M = 325 TOE AS = .0363442 HEEL AS = 2375731E-02 = MAX. V = —314.9122 SHEAR —2.915853 ad 'I Dt f)L zrf 1TP1?1IJ 3c 1 L• 110, C, Zz. (zo a. Th ,.i fs/d/e!J 4 5_ ?2/4- I J"3 ,t)' 7/Z3 + . . q -:;) T. 1' '4iff : Lii' 0-34. T-34 Varies to suit vent or outlooker Cutout for 2*4 laid flat (Spacing per building jans) GAULE END TRUSS Cutout for 2*4 laid flat TRUSS 2•l6d nail OF Truss..._ NOTE: Vent Mocks maybe omitted where no vent is required. - ___1,1101V. V-340 T34 Alternate Stud Cowsectiiui with Staples Stud Connection a - i. xlhi4b 1" Crown I 1!4"long D-2.3/3 - T-31 or equal 12 Ivaries END TRUSS No. C30430 1*! OF CU7 C w.- 0-34 T.34 2-l6d nails it Coo Jut 1 ' 1*4 Add-on . II,"I.' It II M%7O7Oj.ta. with adnalla atll"o.c. 2-16d nails N • (by builder) • ' ' ..• "OFF STUDtUTOUTS "ON STUD"CUTOUTS _jj • ltd. i. JL' J \?A•$4 . DETAILS FOR 2*4 OUTLOO)CERS PRECISION ROOF TRUSS CO. 0141, Lin, CABLE END BRACING POST OFFICE BOX 1718 •-• ESCONDIDO. CALIFORNIA 92025 • (619) 741-9277 Cable E tJ* C.*CTm* fl l.L''.. .1 S .d luLl •4.d l 'u.' - TRU SWAL a e End Truss jea jovo 4.0 - p .*$ 7ET,,A Date: 121417$ oona a,i sca an - P0NEI..Reft Des.By:JN Ck.By: •• BOITOU aID. * NOTREQUIRED FOR SPAN. 4* 57. 4J PEAK JOINT DETAIL Aml Be 2*6 06,417.5.T78 57' 4• 3.5 6.4. 7 .2X6 P5.6*7.5.758 54' ON 3.5 5.6, 5 2*6 P4,8*7,5,758 48' 8' 3.5 4.8, 5 2*4 RI9816,0,T56 46' In 35 4.8, 5 B' 2*4 R490X6.0,T46 4?' On 3,0 4.0. 4 2*4 P4.0*4.5.744 36' 8' 2J 4.0, 4 12 .4.00 OFF PANEL POINT SPLICE (72) 2*6 RS,617•,5,T58 TO 57' 4' 2*6 P4.8*6,0,156 TO 54 ON 2*6 9I9016,0.146 TO 48'S 8' 210 R2.4*7.!.T2.5/6 TO 48 to 2*4 P2.4*6.0.72.5/6 TO 42' 0' 2*4 P2.4*6.0,134 TO 36' 8' PANEL POINT SPLICE (7.13) 2*6 P6,4*7.5.778 TO 57'. 4' 2*6 R5.617.5.T58 TO 48' 8' 2*6 P4.8*6.0,156 TO 4?' 0' 2*4 44.8*6.0,756 TO 480 1' 2*4 P4.4*6.0,154 TO 36' On 1.5" MIN(SpI.) . &J3 PANEL POINT SPLICE (9.13) .PANEL 57' 4' R5.6X9,0,758 TO 54' On RS.6X7.5,T58 .TO 48' all NO SPLICE 'RI.OXb.O,Tql TO 57' 4' R4.OX1,5,T44 TO 54' 0" R3.214,5,T34 TO 42. 0' CERAL N07E3: 2100 F I 1650 F 105 Fl 1200 Fl 57 • 4 • • . 4 I 2. U 003.1.1ev. am 104(1.. 0 vos Iae,S lore. lobe Os,,., tad po4a.g by 40010. 451 4' 40' 3' I 37' 5' I 33 .10. I I. Oevqn 40eOO1as 1,114( s,oby a, 3• 10 IW 0•o•d. Cl'oo b011oo dm0. I a Omçn soom, 140004(4(9 - G000. 001110.•dp I CanOs 010 be Lab 000100 000 J I. dd00 *0ev9. I -. 57' 4' I A' 8' I 341 3,f i I & 14 00 ._WkWlvfWwNm~- SPAN TO 97 4 SPACED 24.0' D.C. 4.0112 PITCH 6/5 CONFIGURATION LL.DL ON ROOF a 32.0 P37 Dl. ON CEILING 2 10.0 PSF a TOTAL DESIGN LOAD • 42.0 P37 a a 5 P37 CEILING REDUCTION TAKEN, AXIAL STRESS ONLY LOAD DURATION INCREASE • 1.15 MAXIMUM TRUSSMEMBER FORCES REACTION. 2096 TI .5463 01 5182 WI .597 w3 .935 1 2 -5194 B 2 0134 N 2 1022 W 4 1080 13 -3871 03 3118 PRECISION ROOF TRUSS CO. POST OFFICE BOX 1718 ESCONDIDO, CALIFORNIA 92025 (619) 741-9277 2*4 R4.014.5..T54TO 30' 00 PANEL POINT SPLICE (TJ2) NO SPLICE 2*6 P6,4*7.5,774 TO 57' 4' R4,014.5,736 TO .57'S 4' '2*6 R5.617.5,T58 TO 44' 8.' P4.4X4,5,T44 TO 54' On 2*6 R4.8X6,0,T56 TO 42' ON R? 4*6 0,72 5/6 TO 48' 8' 2*4 RI.816.0,T56 TO 48' to 2*4 R4.8X6.0,754 TO 36' 8' 2*4 R4,0X4.54.TS4TO 30' O 7a NO SPLICE TJ2 RIAX3.0,T3110 TO 570 4v N1.613,0.T31 TO 42' On 8*3.0,131 TO 30' 0' equal X 7,1 MIN(SØ.) equal=,,. ~• 'L/25± SPNITO 'TI DOUG-FIR SPRUCE-PINE-FIR P4.0*120 TO 57.' 4' 44,8*120 TO 57' 4' 44.0*105 TO 52' 4' R4,0X120 TO 56' to P3,2*105 TO 47'.11' P4,0*105 TO 49' fig P3,2*9,0 TO 45' 0! P3,2*120 TO 43' 8 43.2*7,5 TO 37' 8' 43.2*105 TO 39010' DOUG-FIR • SPRUCE-PINE-FIR T412 TO.51' 4' T412 TO 57' a' 1410 TO 49610' 7410 TO 49'lO' RN3.2X105 TO 46' IN PN3,2X105 TO 42'lO' OFF PANEL-POINT SPLICE (93) . . 7310 TO 41 3' T310 . TO 38' '4' - 94,8*7.5,158 TO 57' 4' . . OFF PANEL POINT SPLCE (2) T36 ' TO 33' 2' T38 TO 3010' 44,0*79!,748 TO * 54! ON . 44.8X105.T712 TO 51'. 4' About P3,2*6.0,736 TO' 48' 8' . • • .44,0*9,0,7510 10 54' 0' Centefifle . . P4.0*7.9,147 TO 48'8' .1 now.• • 1 l I*I4WAL OIllefT0R$ n.y. 4 a2O4 IB 9? ud 400 040roi00.sd II oiGITS PICIT! OF FLAt! Of DIDIEL i I 7 574• 42* (24) 6/5 II WHOM S 8..**nwigad. ,d..u00Omml I DATL 5/ 8/79 SPF ( db uW io00p..sM0. .IFI" bT.sm,pw4000 I4.2S&75o 'to d1d.t. Wolb,d) I. w' *Sw. ao Idis r00d . 91DAO 0k lega 1t M i ,.boga 8.15.78 O TX CFW b. sir vd-m oN, Lc.e.0.R.,ef7 ard AR014M TWI - 82 JJ PANEL POINT SPLICE-(9J2) 47.2*120,RN4,8.XI8OG TO 57' 4' 45.6*120,RN4.8X1806 10 54 0 114,8X1O5,RN6,4*1!0 TO 48' 8' ,I. NO SPLICE R3,2X4.5,T44 TO 571 4 43.214.5,T34 TO 34' 0 P2,4*6,0,134 TO 48' 8' : GEOTECHNI CAL INVESTIGATION PROPOSED KINGDOM HALL CHURCH CARLSBAD, CALIFORNIA FOR MR. CLINTON. HINKLE 1085 CHINQUAPIN AVENUE CARLSBAD, CALIFORNIA 92008 JOB NO. 7.123 APRIL 8, 1987 czvq"3. I Testing Engineers—San Diego A Division of United States Testing Company, Inc. . 3467 Kurtz St., P.O. Box80985, San Diego, Ca. 92138 (6 19) 225-9641 I ____ 2956 Industry Street, Oceanside, California 92054 (619) 757-024 April 8, 1987 Job No. 7123 Mr. Clinton Hinkle 1085 Chinquapin Avenue Carlsbad, California 92008 Subject: Geotechnical Investigation Proposed Kingdom Hall Church Northeast corner of Elm and Valley Avenue Carlsbad, California Gentlemen: This report presents the results of our soil and foundation investigation of the subject property. The accompanying report presents our conclusions and recommendations pertaining to the site, as well as the results of our field exploration and laboratory tests. In general, we have found the site to be suitable for the proposed development provided the recommendations contained in the body of this report are followed. Proposed Kingdom Hall Church April 8, 1987 N.E. Corner of Elm and Valley Avenue Job No. 7123 Carlsbad, California The opportunity to be of service is appreciated, and if you have any questions regarding this project, please do not hesitate to contact us at your convenience. vJJi} 1ZM Vincent J. Patula Project Geologist Steven C. Geyer Project Engineer Respectfully submitted, TESTING ENGINEERS-SAN DIEGO 4228 Vice PresiAent THC/VJP/SCG/eh TABLE' OF CONTENTS Page INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 PROJECT DESCRIPTION . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . 1 PROJECT SCOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o : 2 FIELD EXPLORATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 LABORATORYTESTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 CLASSIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 MOISTURE/DENSITY . ........ . ........ . . . ...... . . . ......8 SHEAR TESTS . . . . ....... . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 8 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 RECOMMENDATIONS .... . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . 10 FOOTINGS .......... ......... •.....•........•••••••••••••• 13 ALLOWABLE BEARING CAPACITY .......................... 13 RETAINING WALLS.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 DRAINS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 REVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 INVESTIGATION LIMITATIONS .... ........................... 19 ENCLOSURES: SITE LOCATION MAP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIGURE 1 BORING LOCATION MAP .............................. FIGURE 2 RECOMMENDATION FOR FILING ON SLOPING GROUND ...... FIGURE 3 BORINGLOGS ....................... .... ..... ......PLATES 1 thru 2 SYMBOLS AND TERMS USED ON BORING LOGS. . .. ...... . . PLATE 3 UNIFIED SOIL çLASSIFICATION.... ... ........ .......PLATE 4 SHEAR TEST RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLATE 5 Proposed Kingdom Hall Church Page No. 1 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 INTRODUCTION PROJECT DESCRIPTION Our investigation was performed at the site of the proposed church located on the northeast corner of the intersection of Elm Avenue and Valley Street in Carlsbad, California. Please refer to Site Location Map, Figure 1. The site consists of a vacant westerly sloping rectangular shaped lot adjacent to existing greenhouse structures. It appears that the site has been grubbed and partially cleared, by evidence of a stock pile of surf ical soils and debris, in the central portion of the lot. Underground lines have been installed beneath the proposed McCally Lane. PROJECT DEVELOPMENT It is our understanding, that the site is to be developed with the construction of a one-story wood frame, slab-on-grade church with parking area. cl LO lb. Cal - TA CANISSAD 70 I l I -- --PL4m Saw., SEE cAI tA ,(.ASA : • IUTI CIO t . Wc I • II ITOI W — • • M Sc..) lfl C*SAS(I I -10951WV IS MUsS P 0 I$Y IUsUO 155555 •IsUIUV455 p ass ON c .circ c / i I'o.III'SIIu• 4: Sass. wi q (I ' IT t. , -- - '- I .1 • y_' 4. . • q - 'VU I • I - • St fOVAN S N AS P5 - ''• €t - -' . • r I.P. . . . -, k L 'M•°•5 i•fIi, - A A ,4 S S 5I• r 0 • •' .5 1-0 Ic I * 6 .- • . 5p55 - ' • ,4. . I• 4. I •' pppMAR — - -. _ -. - S • - — —. ........- — —..... '• 4.4 . ;5. • fl ,j jI S 5- •\ I. #5V . L1c OR 1 AGSA II0I5UA (15001 r Testing Engineers-San Diego SITE LOCATION MAP JobNo: 7123 • FIGURE 1 Proposed Kingdom Hall Church Page No. 2 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 To assist in the preparation of this report, we were provided with a primilary grading plan, and retaining wall design calculations prepared by John H. Hacker & Associates dated March 18, 1987. PROJECT SCOPE This investigation consisted of : surface reconnaissance, subsurface explorations, obtaining representative disturbed and undisturbed samples, laboratory testing, analysis of field and laboratory data and preparation of this report. Specifically, the intent of this study is to: a) Explore the subsurface conditions to the depths noted on the boring logs. Proposed Kingdom Hall Church Page No. 3 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 b) Evaluate, by laboratory tests and field investigation, the pertinent engineering properties of the various strata which will influence the development, including their bearing capacities, expansive characteristics-and settlement potential. C) Develop soil engineering criteria for site grading. d) Recommend an appropriate foundation system for the proposed one-story church and develop soil engineering design criteria for the recommended foundation design. Proposed Kingdom Hall Church Page No. 4 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 FIELD EXPLORATION. Subsurface conditions were explored by drilling two 8-inch diameter borings with a mobile B-61 drill rig. The borings were drilled to a depth of approximately 201 . Boring locations are shown on Figure 2. Logs of the borings are presented on Plates 1 and 2. Symbols and terms used in the boring logs are presented on Plate 3.. A geologist from our office was present during the field exploration to log materials encountered and to obtain representative samples at selected depths for transportation to our laboratory. Samples consisted of relatively undisturbed samples collected in one-inch high, 2.37-inch-inside-diameter rings, bag and bulk samples. The ring samples were collected by driving the sampler 18 inches into the soil by consecutive thirty-inch drops with a one-hundred-forty pound hammer. Using a standard two-inch diameter sampler, the SCALE 1 INCH = 20 FEET ' -I Proposed Kingdom Hall Church N.E. Corner of Elm and Valley Avenue Carlsbad, California Page No. 5 April 8, 1987 Job No. 7123 number of blows required to achieve the final twelve inches of penetration is referred to as the "N-value" of the Standard Penetration Test (SPT). This value provides a measure of soil strength and bearing capacity, as it relates to the soil consistency or condition. Where very dense material was encountered, the actual penetration, after the initial six-inch "seating", is recorded for a total of 50 blows. The blows required for the first six-inch penetration of the sampler are generally not considered representative of in-situ densities due to the presence of loose material or cuttings from the drilling operation. Failure to achieve the initial six-inch penetration after 50 blows by the hammer is referred to as refusal and is presented on the boring log as "ref". Proposed Kingdom Hall Church Page No. 6 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 LABORATORY TESTING CLASSIFICATION Soils were visually classified according to the Unified Soil Classifications System as presented on Plate 4. The laboratory testing program was designed to review classifications made in the field. Identification tests performed on the granular soils included grain size analyses and determinations of the percentages of material passing the No. 200 sieve. Percent material passing the No. 200 sieve was determined as a routine part of each sieve analysis and on additional selected samples as an aid in soil classification. Percent material passing the No. 200 sieve is presented on the Boring Logs, Plates 1 and 2, and Gradation Curves are shown on Plates 5 and 6. Soil classifications are shown on the boring logs. Proposed Kingdom Hall Church Page No. 7 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 MOISTURE/DENSITY The field moisture contents and dry unit weights were determined for selected undisturbed soil samples obtained from the test borings. When disturbed samples were obtained, only the field moisture contents were determined for these samples. The dry unit weight was determined in pounds per cubic foot, and the field moisture content was determined as a percentage of the dry unit weight. The results of these tests are shown on the attached boring logs. SHEAR TESTS A shear test was performed on an undisturbed sample of representative site soil. Samples were tested utilizing a direct shear machine of the strain control type. The rate of deformation was approximately 0.05 inches per minute: The 1. sample was sheared under varying normal loads to determine the Coulomb Shear parameters: angle of internal friction and cohesion. Shear test results are presented on Plate 7. Proposed Kingdom Hall Church Page No. 8 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 CONCLUSIONS Based on our field investigation, laboratory testing and engineering analysis, it is our opinion that the subject site is suited for the proposed church and retaining wall provided the recommendations presented in this report are incorpOrated into the design, grading, and construction considerations. Site materials consist of silty fine to medium sands in a dense to very dense condition. These materials are considered competent bearing soils for the proposed structure. Groundwater is not expected to be a factor in the development of this site. Proposed Kingdom Hall Church N.E. Corner of Elm and Valley Avenue Carlsbad, California Page No. 9 April 8, 1987 Job No. 7123 RECOMMENDATIONS Prior to the start of any earthwork operations all existing hazards such as active utility services and utility poles, should be located and secured. Existing structures should be raised or removed, and all debris removed off-site. All vegetation, asphalt, and deleterious material should be removed and the exposed surface should be scarified to a depth of 12 inches, brought to between 3 to 5 percent over optimum moisture, and mechanically compacted to a minimum dry density of 90 percent of maximum laboratory dry density as determined by ASTM D-1557. Proposed Kingdom Hall Church Page No. 10 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 Prior to placement of reinforcing steel and pouring concrete, footing excavations should be inspected by a qualified geotechnical engineer. Excavated materials may be reused except for organic material and trash which must not be used in structural fills. All fill or backfilling should be placed in uniform lifts of approximately 8 inches loose thickness, depending upon equipment type and approval of the field soil technician, brought to approximately optimum moisture content, and mechanically compacted to 90 percent of the laboratory standard, ASTM D-1557. Below grade walls or other structures that will be backfilled, should be braced during backfilling Proposed Kingdom Hall Church. Page No. 11 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 operations to prevent excessive movement or deflection. Backfilling within three feet of below grade walls should be performed with hand operated equipment. For granular material a vibratory roller may be used for compaction of the structural fill.. A qualified soils technician under the supervision of a geotechnical engineer should be present for all fill or backfilling placement operations. •The soils technician should evaluate all materials to be placed, and should perform in-place density tests at appropriate intervals to evaluate the compaction effort relative to 90 percent of the maximum dry density as determined by ASTM D-1557. . . Proposed Kingdom Hall Church N.E. Corner of Elm and Valley Avenue Carlsbad, California Page No. 12 April 8, 1987 Job No. 7123 FOUNDATION DESIGN AND CONSTRUCTION FOOTINGS All footings should be reinforced as per registered structural engineer's recommendations. All footings for individual structures should be founded in similar natural soil to minimize possible differential settlement. Footings should be founded a minimum depth of 18 inches below the lowest adjacent grade. All footings should have a minimum of two No. 4 reinforcing bars placed near the top and bottom of the-footing,. or as specified by the structural engineer. Footing width should be a minimum of 15 inches oras advised by the structural engineer. Proposed Kingdom Hall Church Page No. 13 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 Concrete slabs should be underlain by four inches of clean sand or crushed rock. In addition, a vapor barrier consisting of a minimum of six mil polyvinyl chloride membrane, with all laps sealed, should be provided in areas that may be adversely affected by moisture. One inch of sand should be placed over the membrane to aid in the uniform curing of the concrete. Concrete slabs should be reinforced with at least No. 3 reinforcing bars 18 inches on center each way. All slab reinforcement should be supported to ensure proper positioning in the slab during placement of concrete. Concrete slabs should be scored, or fitted with expansion joints at appropriate intervals. The moisture content of subgrade soils should be three to five percent greater than optimum moisture to a depth of 18 inches when slabs-on-grade are constructed. Proposed Kingdom Hall Church N.E. Corner of Elm and Valley Avenue Carlsbad, California Page No. 14 April 8, 1987 Job No. 7123 ALLOWABLE BEARING CAPACITY An allowable bearing 'capacity of 3,000 pounds per square foot should be used for the design of continuouth and/or spread foundations. Due to the granular composition of the site soils, settlement may occur during construction and should be less than one inch. The allowable bearing capacity assumes uniform loading conditions and is the maximum long term contact pressure and may be increased by 1/3 for earthquakes or other temporary loading. RETAINING WALLS Two retaining walls are proposed for the building. Providing that the walls are free to move away from the backfill slightly, the lateral soil pressure exerted on the walls may be considered Proposed Kingdom Hall Church Page No. 15 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 to be the "active" earth pressure. Most unrestrained walls can move sufficiently to permit development of "active" earth pressures. The planned walls with level backf ills may be designed for an "active" earth pressure equivalent to a fluid unit weight of 40 pounds per cubic foot. Should sloping backfill up to 2 horizontal to 1 vertical be used, the equivalent fluid unit weight should be increased to 55 pounds per cubic feet. Walls that do not permit movement at the top and are non-yielding, such as basement walls, should be designed for equivalent fluid unit weights. 25 percent greater that the above noted values. Lateral resistance to sliding may be developed using passive soil pressure approximated with an equivalent fluid unit weight of 300 pounds per cubic foot. In addition, frictional resistance may be estimated between soil and concrete using a coefficient of friction of 0.40. Drainage behind all walls should be sufficient to ensure that no free moisture accumulates behind the wall. Proposed Kingdom Hall Church Page No. 16 N.E. Corner. of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 A 12-inch width of granular backfill in corijuntion with a system of perforated drain pipe should be detailed and constructed for this purpose. DRAINS Positive drainage away from the proposed structures should, be maintained within a minimum of ten feet of the building. Steps should be taken to avoid ponding near the foundation, including utilizing roof gutters and down-spouts. Placement of planters and extensive landscaping is not recommended within ten feet of the footings. Drainage requirements should be in keeping with Unified Building Code and any local regulations. Proposed Kingdom Hall Church Page No. 17 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 REVIEW The final foundation and grading plans should be reviewed by this office to minimize any misunderstandings between the plans and recommendations presented herein. In addition, foundation excavations and earthwork performed on-site should be evaluated by a qualified Engineering Geologists or Geotechnical Engineer. If conditions are found to vary substantially from those stated herein, appropriate recommendations should be requested. Proposed Kingdom Hall Church Page No. 18 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 INVESTIGATION LIMITATIONS The materials encountered on the project site and utilized in our laboratory investigation are believed representative of the total area; however, soil and bedrock materials vary in characteristics between excavations and natural outcrops. Since our-investigation is based on the site materials observed, selective laboratory testing and engineering analyses, the conclusions and recommendations are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed nor implied. It is recommended that Testing Engineers-San Diego, be retained to provide continuous soil engineering services during the earthwork operations. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. Proposed Kingdom Hall Church N.E. Corner of Elm and Valley Avenue Carlsbad, California Page No. 19 April 8, 1987 Job No. 7123 ' Inspection services allow the testing of a small percentage of the fill placed at the site. Contractual arrangements. with the grading contractor should contain the provision that he is responsible for excavating, placing, and compacting fill in accordance with the project specifications. Inspection by the geotechnical engineer during grading should not relieve the grading contractor of his primary responsibility to perform all work in accordance with the specifications. This office should be advised of any changes in the project scope of proposed site grading so that it may be determined if the recommendations contained herein are appropriate. This should be verified in writing or modified by a written addenum. The findings of this report are valid as of this date. Changes in the condition of a property can, however, occur with the passage of time, whether they be due to natural processes of the Proposed Kingdom Hall Church Page No. 20 N.E. Corner of Elm and Valley Avenue April 8, 1987 Carlsbad, California Job No. 7123 work of man on this or adjacent properties. In addition, changes in the state-of-the-art and/or Government Codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. It is the responsibility of the owners, or their representative to ensure that the information and recommendations contained herein are brought to the attention of the engineer and architect for the project and incorporated into the project's plans and specifications. It is further their responsibility to take the necessary measures to ensure that the contractor and his subcontractors carry out such recommendations during construction. 1. 4I Testing Engineers-Son Diego BORING LOG Project: Kingdom Hall Date: 3/30/87 Boring No: I Type of Rig: B-61 Mobile Hole Diameter: 8" Elevation: Hammer Weight & Fall: 140 lbs/30" Ground Water: None Logged_By:V1. U. U. w Z U — CL ca CL — >-n LLI c - 0 a. La >. FIELD DESCRIPTION 49 CE 0 1 SM 0-18' SILTY FINE SAND 0 - brown, humid,very dense 55/6" DR 104.7 5.3 .4 DR 93 107.3 8.5 23.5 - darker red brown, humid, very dense 10 50/3" 104.7 7.2 DR 12 14 DR 50/4" 98.5 8.5 16 18 SW 18-21' FINE TO MEDIUM SAND - gray brown, 50/5" DR 20 very dense 22 Boring Terminated at 21' 01ATC I Testing Engineers-San Diego BORING LOG Project: Kingdom Hale]. Date: 3/30/87 Boring No: B2 Type of Rig: B-61 Hole Diameter: 8" Elevation: Hammer Weight 8 Fall: 140 lbs/30" Ground Water: None Logged By: V.J.P. F .. I _ FIELD DESCRIPTION _ 8 SM 0-20' SILTY FINE SAND 0 - reddish brown, humid, very dense 2 • 84 4 • 50/4" 95.9 7.5 DR 10 77 DR 95.7 8.0 12 14 - color change to gray brown • 78 DR 104.2 6.5 16 18 • - 20 85 DR 2.6 3.7 22 Boring Terminated at 21½' 01Afr 2 Testing Engineers-San Diego SYMBOLS AND TERMS USED ON BORING LOGS SAMPLER TYPES. (Shown in SAMPLE column) 8K • 1 0 N DRIVEN RING DRIVEN BULK SHELBY ROCK SPLIT NO SAMPLE BAG SAMPLE SAMPLE TUBE CORE SPOON RECOVERY DISTURBED TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE GRAINED. SOILS (major portion retained on No. 200 sieve): Includes (1) clean gravels and sands, and (2) silty or clayey gravels and sands. Condition in the following table is based on our interpretation of blow counts using a hammer as noted on the boring log. DESCRIPTIVE TERM SPT VALUES, N blows per 12 in. (After Terzaghi 81 Peck, 1968) Very loose 0 to 4 Loose 4 to 10 Medium-dense 10 to 30 Dense 30 to 50 Very dense >50 FINE GRAINED SOILS (major portion passing No. 200 sieve): Includes (1) inorganic and organic silts and Clays, (2) gravelly, sandy, or silty clays, and (3) Clayey silts. Consistency is rated according to shearing strength, as indicated by penetrometer readings or by unconfined compression tests. UNDRAINED DESCRIPTIVE TERM SHEAR STRENGTH KIPS/ SO FT Very soft less than 0.25 Soft 0.25 to 0.50 Firm 0.50 to 1.00 Stiff 1.00 to 2.00 Very stiff 2.00 to 4.00 Hard 4.00 and higher NOTE: Fissured clays may have lower unconfined compressive strengths than shown above, because of planes of weakness or cracks in the soil. The consistency ratings of such soils ore based on penetrometer readings. TERMS CHARACTERIZING SOIL STRUCTURE Fissured - containing shrinkage crocks, frequently filled with fine sand or silt, usually more or less vertical Interbedded - composed of alternate layers of different soil types Calcareous - Containing 12 to 50 percent calcium carbonate Carbonate - containing more than 50 percent calcium carbonate Well graded - having wide range in grain sizes and substantial amounts of all intermediate particle sizes Poorly graded - predominately of one grain size, or having a range of sizes with some intermediate size missing Terms used in this report for describing soils according to their lexture or groin size distribution are in accordance with the UNIFIED SOIL CLASSIFICATION SYSTEM, as described in Technical Memorandum No. 3-35' Waterways Exp. Sta,3/53 PLATE 3. 'I Testing Engineers-San Diego UNIFIED SOIL CLASSIFICATION PLASTICITY CHART 60 50 3. 3O 20 10 0 0 10 20 30 40 50 60 70 80 90 100 Liquid Limit gravelly sands, little 1)Group symbol presented in SYMBOL coLumn on BORING LOG; 2) The "A"line is on empirical relationship established by A. Casagrande. DIATC 4. lnor u. uuuuu!ui lossVA!!IU uuuiiuhuu I!IIIlU GROUP Well-graded gravels, SYMBOL GP GW grovel-sand mixtures, little or no fines Poorly graded gravels, gravel-sandmixtures, olittleornofinesCM a(l)Z Silty.gravels,grovel- c Mo-sand-siltmixtures Cnn— Clayeygravels,gravelGCsand-cloymixtures TYPICALNAMES NOTE: .Well-gradedsands, oE gravellysands,little 0 ornofines Poorlygradedsands, ornofines Silty sands, sand-silt SM mixture Clayeysands,sand- SC cloymixtures GROUP TYPICAL NAMES SYMBOL Inorganic silts and very fine sands, rock flour ML silty or clayey fine 01 sands, or clayey silts with slight plasticity 0 CM Inorganic clays of low to Z medium plasticity, CL gravelly clays, sandy Cn clays, silty clays, lean .! clays Cn. E W U, Organic silts and organic OL silty clays of low - . plasticity U., 0 E Inorganic silts, micoceous U -— MH or diatomaceous fine sandy or silty soils, C elastic silts 0 Inorganic clays of high 0 plasticity, fat clays Organic clays of medium OH to highplasticity, organic silts. Peat and other highly organic sails — - — a.•- - N - - - — — - N - - — — - _ - - -- - — - . - - __ a - N.-- I - - -. - - - III. — II.. — II.. =10MOMMINEN Scum - ------- N-.---- - — - - N - - — - _._ - — - _ • - - — - - I • - :I • .ii.i U I U N -- — UUI• N - -- U.. U N - - - lU U U N - - - IUU• N - - - . iiuu. uuu. - a - - — — IIU UU — IIIIIIIIIIIIIIIIIIIHhIIIIIIIIIIIIHhII IIIIIIIIIIIIIIIIlIIIIIuuuIIIIIIIIIIIIlI ulluluulluuuhlllluhulllflhllullullll Iuh.IluIIuuIIIuuuuII.IuIuluuIuluIuhuI uiuuuuuuuiuuiiuiuiiu•uuuiiiuuuuuiuuu IIIIIIIHhIIIIIIIIIHIIIIIIIIIIIIIIIIII IuIuuIIuIIuIuIflhIuhIuIIIIIuuIIuIuIuII .ululllllullulluuullllulluuuuullulluulul IIIIlIIIUUIUhuIIflhIIIIlIIIIIUlIIIIUI! IUIUIUUIPIU! IIIIIIIIIIII uuIIu,uhIuIuIIuIIuluuIIIIuIuIuIIuIIIII IIIIuIIIIIIIIIuIIIIIIIuIIIIIIIIIIuIuIII InhIIIIulIIIIulnhInaIIIuIIIInhIli uuliliiiuiuuuuuu.uluiuhuullluuluuului. uuil..u.iuiuliuiuuiui.uIIIu.u..iuuluil. - - .-. Testing Engineers-San Diego •. SHEAR TEST RESULTS .0 31.5° c 110 psf - an 1 2 3 4 NORMAL PRESSURE (ksf) SOIL DESCRIPTION: hrnwn nrnge Ailty finp RAnd : JOB NO: 7121 BORING NO: 1 DEPTH: 10-il (M:_1735MccAULEyLANE88u13p_ CHURCH HALL -- r GIVEN ROD AGREEMENT SCHOOL FEE FORM Cof 0 FNVELOPES INDUST 'F. PI.P4-ENG UWRECT PERMIT SIGNoD BUSINESS UG WCCOMP FINAL I PLANNING ENGINEERING UflhJ1iES I FIRE WATER DISTRICT i BUILDING LEED 'FD.OPMEU1 .UCbSf lIE alVS COIUtIcTIQN LIST MAILED rz i,Ii4 PTi iE