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Home My WebLink About2034 ARENAL RD; ; CB891144; Permit12/04/89 14:45 Page 1 of 1 Development No: Job Address: 2034 ARENAL RD Permit Type: RESIDENTAL ADDITION/ALTERATION Parcel No: 215-160-03-00 C-PRKT 1551..0(> Valuation: 219,873 Construction Type: ADD Ch+ /6Sd Occupancy Group: Class Code: Status: APPROVED Description: REMODEL 2636 SF (ADD 1994 SF) : + 550 GARAGE CONVERSION + 72 SF DECK Applied : 08/03/89 Validated By: JPY Apr/Issue : 11/30/89 BUILDING PERMIT Project No: A8901894 Permit No: CB891144 Str : F1: 1785 12/04/89 0001. 01. 02 Ste : CONTRACTOR : HUG *** Fees Required *** """"""""""""~ Fees : Adjustments: Total Fees: """" Fee description ""~""""""" Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for P1 Each Plumbing Fi Each Building Se Each Water Heater * PLUMBING TOTAL Enter "Y" for Electr Single Phase Per AM * ELECTRICAL TOTAL ($1 Enter 'Y' for M Install Furn/Ducts Each Install/Reloc Appliance Each Hood/Fireplace > 1.00 * MECHANICAL TOTAL 6.50 Credits . - - - - - - - - - - - - 427.00 .oo 1,554.00 Ext fee 1060.00 689.00 1764.00 15.00 37.50 7.50 6.50 2.50 54.00 5.00 100.00 105.00 15.00 27.00 9.00 6.50 58.00 *** Data Y Y 2 x 200 Y CrrYOFCARLSBAD 2075 Las Palmas Dr., Carisbad CA 92009 (619) 438-1161 "" ~"~ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Plsaae Prlnt And Fill In Shaded Area Only ADDRESS MAILING CITY /mn TEL. CONTRACTOR CONTRACTOR'S ADDRESS MAILING CITY ZIP TEL STATE BUSINESS LICENSE NO^ LICENSE NO. SUBDIVISION LOTS) DESCRIPTION OF WORK 8738 08/03/89 OOO1 01 05 nisc 427.00 VALIDATION AREA ESTMATED VALUATION I PLAN CHECK FEE oo1410.0Mo-8821 WITHIN 180 DAYS, PLAN CHECK FEES IF THE APPLICANT TAKES NO ACTION WILL BE FORFEITED. I CHECK IF SUBMITTED 0 ZENERGYCALCS 0 2 1987 ENERGY CALCS FOR NON RESIDENTIAL ELDGS 0 ZSTRUCTURALCALCS 0 2 SOILS REPORTS - 0 ZSELFADDRESSED ENVELOPES -.----~,TE GIVEN/ SENT TO APPLICANT DATE LA COSTA LElTER SCHOOL FEE FORM P a E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY Gold . ASSBSSOI " -. CITY OF CARLSBAD INSPECTION REQUEST FOR 04/17/92 PERMIT# CB891144 DESCRIPTION: REMODEL 2636 SF (ADD 1994 SF) TYPE: RAD JOB ADDRESS : 2034 ARENAL RD APPLICANT: LLOYD, MIKE PHONE: 945-8459 CONTRACTOR: HUGHES, ED CONSTRUCTION OWNER: REMARKS: RS/ED/727-4125 INSPECT0 SPECIAL INSTRUCT: PLANCK# CB891144 INSPECTOR AREA PD CONSTR. TYPE ADD + 550 GARAGE CONVERSION + 72 SF DECK OCC GRP STR: FL: STE : TOTAL TIME: --RELATED PERMITS-- PERMITE TYPE STATUS ISSUED CB890015 CB900096 RAD ISSUED CB900639 RAD ISSUED CB900571 POOL ISSUED CB901776 RAD ISSUED RW910179 ROW ISSUED CD LVL DESCRIPTION ACT COMKENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 041092 Final Combo 021092 Compliance Investigation 101091 Compliance Investigation 021092 Interior Lath/Drywall 110690 Service Change/Upgrade 061490 Ftg/Foundation/Piers 061390 Grout 061290 Grout 060690 Underground/Under Floor 060590 Underground/Under Floor 060590 Sewer/Water Service 032890 Grout 032890 Steel/Bond Beam 031590 Ftg/Foundation/Piers 061490 Grout ACT INSP AP PD CO PD AP PD PA PD AP PD AP TP AP TP CO TP AP PD CO TP AP PD AP PD CO TP AP PD CO TP COMMENTS WORK CONTINUES WORK PROGRESSING ELECTRIC UPGRADE WEST UPPER BLK WALL AT POOL POOL BLK WALL PREVIOUSLY VERT BARS SHORT IDATE JPROJECT NO. I FIELD REPORT RECOMMEADATIONS: SIGNATURE 185950UTH ESCONDIDOBDULEVARD ESCONDIOO. CALIFORNIA 92025 COPIES TO: TEL. 619/743-8808 ENGINEERS. INC. JOHN VERNON 81 ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 JOHN E. VERNON, PRESIDENT CHUCK DAVIS. VICE PRESIDENT RCE 2l12l. GE 858 .~ RCE Gns FRED BRONSON. CHIEF OF SURVEYS DEL DANIELS Ls 5085 LS 3351 March 14, 1990 Mr. Ed Hughes Vista, CA 92083 P.0. Box 1146 Site: Arenal, La Costa Subject: Footing Certification To whom it may concern: This is to verify that I have made a field review of the lower footings as delineated on the attached plan and hereby certify that they fully meet the requirements of the approved plans and my previous soil reports and the recommendations in those reports. We recommend that permission be given to proceed to following stages of the work and accept responsibility to check and test the backfill before upper footings are dug. RCE 21121 GE 858 Exp. 9/30/93 PROPERTY DEVELOPMENT ENQINEERS, INC. ENGINEERING *SOILS TESTING *SURVEYING ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (61s) 5601468 DATE : APKIL 23 I990 JURISDICTION: -s- PLAN CHECK NO: zh SET: m OUPS FILE COPY TIDESIGNER PROJECT ADDRESS: ZD5Q US d PROJECT NAME: sf% D'V- 0 necessary and substantially comply with the jurisdiction's . The plans transmitted herewith have been corrected where building codes. a with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified are resolved and checked by building department staff. 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. E The plans are being held at Esgil Corp. until corrected The applicant's copy of the check list has been sent to: mEsgil staff did not advise the applicant contact person that 0 Esgil staff - did advise applicant that the plan check has plan check has been comp1ete.d. been completed. Person contacted: Date contacted: Telephone X REMARKS: FZ...&4 mu4 5@5W&Z3 /./G- BY m4dt5R- me 5~~57- ZR m +I e hs /HD~ BG avo- cn~ Enclosures: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1488 DATE : mAW 29,/Mb JURISDICTION: LARL5WRO FILE COPY PLAN CHECK NO: 89-//4# Rev SET:Z OUPS PROJECT ADDRESS: -3 + '&E#AL DDESIGNER PROJECT NAME: 5FD R€mo@EL /&OD1774Af 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the fl identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. @ The applicant's copy of the check list has been sent to: m/ue %5 ART/4 V/5TAI tAc,Fadlev/R 9 -34 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: Date contacted: 3 - a9 - 90 Telephone # 44.5-8.457 0 REMARKS: By : Enclosures: FOREWORD: PLEASE READ Plan check is limited to technica1,requircment~ contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance withthe cited codes and regulations. Per Sec. 30> (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 1. Please make a11 corxctions on the original tracinga and submit two new sets of prints, been returned to you by the jurisdiction, and any original plan acta that may have to: ESWL COecbAaTrnd 932 L&M&=S”pXC M ZL 209 54d D/€&-io. CAUI=OeAJ,rq 92/t3 2- To facilitate rechecking. plesac Identify, next to each circled item, the ahect of the plana upon which each correction on this sheet has been made and return this check sheet with tho revised plana. 3. The follwing items have not been resolved from previous plan reviews. The original correction number has been me if YOU have any questions regarding given for your reference. Please contact these items. Date plan? received by plan checkor 3-M-70 Date plan check completed 3-29 -90 - ~ ” . ~~ r4 BY 4. ALtW &&e? ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 660-1468 DATE : 6flm 27, S?% JURISDICTION: PAx?G6kn PLAN CHECK NO: - 4 em SET: T 0 UPS DDESIGNER PROJECT ADDRESS: Zk& Ap-. Ri., .PROJECT NAME: 5)'~ A00 rnod /RtSzl~r%L 0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. are resolved and The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the .'.o identified on the .enclosed check list and should be cori-ected a jurisdiction to return to. the applicant contact person. The applicant's copy,.of..the .~ check list has been sent to: M/& /JRYD ~ 265 &.T,/$ k l%Sl-P, &/&R/U/M 9zoe4- .. ._. Esgil staff did not advise the applicant contact person that a plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: Vkbu#7/,9,,j m ADQ)~~oN& 8do &'OU/Od .e/*# * Y JIJAISOICTION:- Date 2-z7-% .. PRDXCl ADDRESS: jr036 &K 10: MI& uyfl 265 &RrJA vl5m~ &%,/8&dlR qWs4 PLAN CORRECTION SMET Plan? meek NO. . m- 1/44 &&-x . . FOREWRD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plunbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for regulations enforced by the Building Inspection the handicapped. The plan check is based on based on laws and ordinances enforced by the Department. You may hava other corrections Planning Department, Engineering Department or ' other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with.the cited codes and regulations. Per Sec. 505 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A- - PLANS 1. Please make all corrections on the original tracings and submit, two nm se'ts of prints, been returned to you by the Jurisdiction, and any origlnsl plan'seta gat may have 2. To racilitatc rechecking, plcsae identify, next to each clrcled item, the oheet of the Plans upon nhich each correction on this sheet has been made and return thla check sheet wlth tho rcvlaed plans. ,# The following items have not been resolved from previous plan reviews. The original correction number has been me if YOU have any questions.regarding given for your reference. Please contact these items. - Date plana received by plan checker 2-ZO 40 . , . -7 Bldg. Esgil Dept. 0 VALUATION AND PLAN CHECK FEE O K NO. & e 1/44 INC ADDRESS 2034 h?’@U& APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY TYPE OF CONSTRUCTION .. . .. Building Permit fee 5 s /d59.T-b Plan Check Fee S s 6% 6 7 COMMENTS; Date : 2- 27-S~ Jurisdiction c#-%LGRAs .Prepared by: L 0 Bldg. Dept. k*W~ k VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. BUILDING ADDRESS pC$.i-l,++ APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION CONTRACTOR PHONE Building Permit Fee $ Plan Check fee S .- Date: 2-27-9o Jurisdiction G~RLSEWD Prepared by: -2 VALUATION AND PLAN CHECK FEE 0 Bldg. Dept. 0 Esgil PLAN CHECK NO. 93- 1144 &!%V BUILDING ADDRESS APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY E--3 DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE .. . I Total Value I I I lb.03- I AJ /2? .. Building Permit Fee S- s s Plan Check Fee $ 250.0? COMMENTS; ESGIL CORPORATION 9320 CHESAPEAKE DR., SUlTE 208 SAN DIEGO. CA 92123 (619) 5601468 PLAN CHECK NO: SS-//9+ SET: T.f- . wocp) U PROJECT ADDRESS: zo?4 JQ,U.w& f%Am. U ILE COPY 'ESIGNER PS PROJECT NAME: /rgpp, rwJ / 0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified EkLdrJ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected i: 0 .- .and resubmitted for a complete recheck. 0 The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been'sent to: .. .. 0 Esgil staff did not advise the applicant contact person that plan check has been completed. Enclosures: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE : -ZZ 22, mA JURISDICTION: CMC.t%D nFILE COPY PLAN CHECK NO: 93 - 1144 SET: m DUPS PROJECT ADDRESS.: zo3+ WB% %?D SDESIGNER PROJECT NAME: &M6. &i)DwLf .. - 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. 0 with the iurisdiction's buildina codes when minor deficien- The plans transmitted herewith will substantially comply - cies identified ~~ ~~ ~~~ a are resolved and checked by building department staff. 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. $I The applicant's copy of the check list has been sent to: dl& UdYD ZIS hik3 A& V6m* &l&mI& 9we @ Esgil staff did not advise the applicant contact person that 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 94.; - HS7 REMARKS :- ~cv/spo ~huw. plan check has been completed. - .. Enclosures: &I509 t/UW Plan check is limited to tcchnical requirements contained in tho Uniform Building Code, Uniform Plumbing Coda, Uniform Ilcchanical Code, National Electrical Code and state Ims ragulating anergy conservation. noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection based on laws and ordinances enforced by the Department. You may heva other corrections Planning Department, Engineering Department or other departments. modification or change. All circled items have The items circled below need clarification, to be satisfied before the plans will be in Per kc. 303 (c), of the Uniform Building Code, the approval of the plana deer not permit the violation of any stats, county or city law. A- - PLANS 1. Pleare Mke a11 cor:ec,tions on the origlnsl tracings and submit two new sets of prints. and any orlginal plan sets that may have next to each clrcled item, the sheet of th* Plans upon hich each eorrectlon on this sheat has been made and return thls .. . .heck wlth tho revlsed plans. 3. The follairq itma have not been resolved from previous plan reviews. given for ywr reference. Please contact The Origin81 correction nher hen been me if You have any questions regarding these ita. " . 1 I i . Date: 11-17-SQ Jurisdiction” Prenared by: 0 - VALUATION AND PLAN CHECK FEE 0 Bldg. Dept. Esgil PLAN CHECK NO. 65 1/44 BUILDING ADDRESS w34 hfwU.4.L APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY E-3 Im-1 DES’ICNER PHONE TYPE OF CONSTRUCTION v- A/ CONTRACTOR PHONE BUILDING PORTION UILDING AREA .. .. .. V.K 70z ’ 4.7< 7t .. Building Permit Fee S Plan Check Fee $ s 66& 6 7 .. J /659.!%3 COH HENTS; . c: .. ,b.*,>. . .. .. .. ~ Date1 &-Ib-ffi CITY OF CARLSBAD Pr epar cd by : 0 &.mps3. VALUATION AND PUN CHECK FEE 0 Bldg. Dept. Esgil PLAN CHECK NO. BUILDING ADDRESS AP?LICANT/CONTACT BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION J-Id CONTRACTOR PHONE Plans recei.ved'-by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. I I SHEET OF / 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUlTE 208 SAN DIEGO. CA 92 123 (619) 5601468 DATE : d!k!WZ / / E& JURISDICTION: CM.L.sE/?D FILE COPY PLAN CHECK NO: S- 1/44 SET: x DUPS ODESIGNER PROJECT ADDRESS: .ZO# &"L PROJECT NAME: 99 &maGN. ,/@L?a I704 I 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. 0 with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified are resolved and checked by building department staff. 0 identified on the enclosed check list and should be corrected The plans transmitted herewith,have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: f? LL&D 26s h7ZTlA /WE \II57& - I LAtb5&wA 4w* \. Esgil staff did not advise the applicant contact person that e plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # - REMARKS : ksr;nu& SUPPGrnW Od .. Enclosures: OGA .Om Bvw ODM Submit complete electrical plans and specifications. Submit plan rhowing 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 subsemice equipment. NEC 230-65/110-9. breakers. Indicate sizes of fuses andlor circuit Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. i.e. JJN, E. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. @E 7br''Di "SVC f LC'' IqoQO rSL LC7TdR f. Submit plan showing location of all switchboards. . Indicate diumnsion of switchboards and ' control panels rated 1200 amperes or more. NEC 110-16(c), #. Submit plan showing location of all transformers. )d Indicate the grounding system to be Z6(c). installed for transformers. NEC 250- WCE I/- /e89 #. Rovide overcurrent protection on the 21/384-16(d). seco~~dary side of transfonners. NEC 210- Submit plan showing location of all Y. panels. #. Submit panel schedules. d. Specify conduit and wire sizes. 17. Specify 0 0 ' type of insulation. 6. Show approximate length of feeders. 19. Specify electrode conductor size and type om. 7&oJ/VC M/h).CZCU uFCQ Co,OPi&3?& wire. (aluminum or copper) AS P~P # Submit electrical load calculations. jd Indicate existing service size. I Indicate existing building load. pd Indicate new additional loads. $- Indicate wiring method. i.e. EMT, metal flex. 4. how exit signs on the electrical lights and emergency lighting must lighting plan. Note: Power for exit conform to the 1985 UBC Sections 3313 and 3314. #. Provide receptacle(s) within 25' of the roof mounted A/C units. IMC Section 509. jd Provide multiple switch lighting controls per CAC, Title 24, 2-5319. @ AS PW 'mS& 220-3 @I P&or/lvg A Md/tvuH /6 / 5-4~ ~14/"&6 MS. .. Any questions on electrical please contact the plan check shm awe, at Ugil Corporation at (619) 560-1468. Thank you. To speed UD the recheck process. note on this list (or a copy) where each correction item has been addressed, i-e.. plan sheet. specification. etc. Be sure to enclose the marked UP list when YOU subnit the revised Dlans. &UfAL/L &>A- t=tdZ&lL 1/RCuVm 1 F 6 KG,) ESGlL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE : Ce7-i- SI. HH JURISDICTION: TAe3 GSAb PLAN CHECK NO: - SET: T OUPS PROJECT ADDRESS: A&& PROJECT NAME: 5- REMoOa/mr3,TId FILE COPY nDESIGNER / 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted herewith,have significant deficiencies and resubmitted for a complete recheck. The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information. plans are submitted for recheck. The'applicant's copy of the check list is enclosed for the are resolved and 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. *The applicant's copy of the check list has been sent to: LbYD 25 hA AtlE V1m. CALlfa&llrA qw .. Esgil staff did not advise the applicant contact person that 1 plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone X q45-M aREMARKS: JmM'&&d!m &"/ " #Il"Shbw Dim EanIM)S a eiiew 7, Bt= htl4Tih)h /Et?mw&tzo rn 1 M&W. Enclosures: i _..I . 'i ?lanr Check No. - y- -. . FOREWDRD: PLEAK READ Plan check is limited to technical requirerents contained in the Uniform Building Code, Uniform Plumbing Code, Uniform bchanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection bared on laws and ordinances enforced by the Department. You may have other corrections Planning Department, Engineering Department or other departments. modification or change. All circled items have The'ltems circled below need clarification, to be satisfied before the plana will be in conformance withthe cited codes and rsgulationa. Per See. SDJ (c), of the Uniform Building Code, the approval of the plans doc8 not permit the violation of any state, county or city law. A. PLANS - 2. 3. Please make a11 corrections on the original tracings and submit two new sets of prints, been returned to you by the jurisdiction, and any original plan sets that may have to: .t3&& ("d 93- p- DR Y ?ca FdRAJIC) 921- cking. pleaac Identify, neat to each circled item, the sheet of the Plans upon which each correction on this aheet has been made and return thlr check sheet with tho revised plana. ,. .*'a,, Th~;.,:follgwing item have mt barn reao1v@*f&, . _.. previous plan reviara. The originai correction nwar ha8 barn given for your reference. ~Ieaaa cmtsct me if' you have any queatima regarding theae itma. ' : . ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 02123 (610) 56@146f3 DATE : ~-r 16, 19&7 JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: AT- II 44- SET: 1- nups PROJECT ADDRESS: 7-4 M23dA-L GDESIGNER RP PROJECT NAME: BoorrlolJ 0 necessary and substantially comply with the jurisdiction‘s The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0. with the jurisdiction‘s building codes when minor deficien- cies identified checked by building department staff. are resolved and 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant‘s copy of the check list is enclosed for the m The plans are .being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant contact person. The applicant’s copy of the check list has been sent to: tllK~Z LLOYD 265 @.“I&- &E. VlSrh, fAtl&t?Nr& qZos4 Esgil staff did not 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: Date contacted: Telephone # - 0 REMARKS: Enclosures: PLgbsIRMD Plan check is limited to technical requiremants contained in the Unifom Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy handicapped. The plan check is bared on conservation, noise attenuation and access for the regulations enforced by the Building Inspection Department. You may have other corrections bared Engineering Department or other departments. on laws and ordinances by the Planning DepartmMt, Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBc (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8128187) Ihe above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled it- listed need clarification, modification or change. All item? have to be with the cited cod- and regulations. Per Sec. satisfied before the plans will be in conformme 303(c), 1985 Uniform Building Code, the eppmal of the plans does not permit the violation of any stAte. county or city law. ‘Io meed u1) the recheck DmCess. note on this list Jor a CODY) where each sddressed i.e.. olan sheet. snecification. etc. & corraction item has been sure to enclose the -ked M list when You submit the revised Dlans. - FUNS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: walls, etc. included under this apphcatlon. Show on the title sheet all structures! pools, Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, California 92123, (619) 560-1468. . Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension Please make all corrections on the original the dismce to the floor above, for story tracings and submit two new sets of prints, and any original plan sets that may have been determination. returned to you by the jurisdiction, to: PIRKpRmECrIoII The jurisdiction's building department. . Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such wells shall have 30 inch parapets when the building floor area 1. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. exceeds 1,000 sauare feet on any floor. Section 302(a)7. (Table 5-A, Seciion 1709 (a)). . All sheets of plans mst be signed by the person responsible for their preparation. (California Business and Professions Code). n by the California state licansed Plans specifications and calculations shall be - preparation, for plans deviating from engrneer or architect responsible for their conventional wood frame construction. Soecifv expiration date of license. (CaliIoiIh Busine s Pr fess o Code). fk -4tL -, ~~G-%u~LK~oA ?k-wut~b A, Specify on the Title Sheet of the plans the gross floor area of each element of this 1' 24 and 1985 UBC, UMC and UPC and 1987 NEC. plans that this project shall comply with Title Submit fully dimansioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes'. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minh slopes. Section 302(c). proposed building. Section 302(c).Sh1~ Indicate distance from property lines to fbm UdC DEI"W WM Z5Zt-i A%- CWWN5i%\DIPTIOR( > I" r' Aft . Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. . Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. . Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. AIL. &arb -, @ te . A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. Wen the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. f ROMS . Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per @ @ openable window area in habitable rooms must be Y ? Ap$=ars to be deficient in d t&.'&o&Z Rtx&win> &nl> 0Ilnf hW+O DI~JI~ I U 8L4W ~KITU~EI 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1120 of area is required and minh is 1.5 sq. ft. .(Section 1205 (a))Ls . At least 112 of the comon wall must be open PnkP -5llbhJ Ldlbh~J flf%@X and have an opening not less than 25 sq. ft. nor one tenth of tha floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). providing five air changes per hour in Provide mechanical ventilation capable of bathrooms, Water closet compartments, laundry rooms md similar rooms if required openable windows are not provided. Section 1205 (a). . No habitable room other than a kitchen, shall be less than 7'0'' in any dimension. Section 1207 (c), .7" a minimrup of 7'6". Section 1207 (a). . Show that ceiling height for habitable rooms is 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.m Q f&vWd fp4, w o a4l- BA7H 0 F rJeU ULV~ OIL UIWODUJ~ teupered, laminated or approved plastic azing In shower and tub enclosures shall be (including windows within 5 feet of tub or shower floor). Section 5406 fd) 5. d .. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minim openable height 24". Section 1204.~& 7- wv~4 uffo Fbe ,2Gz3w&. . A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent The mezzanine floor must have a clens height of the total floor area in the room below. of 7 feet, above and below, and must have the posts and protective walls or railings not long side open to the room below except for exceeding 42" in height. Section 1716. / . The loft you show does not comply as a mezzanine floor and is, by Unifono Building Code definition, a story. Section 1716. n. smml?AY s. m RhILnrs ? - . Floors above the second story shall have not less Uan 2 exits. Occupied roofs may have one exit if such occupied areas ate less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). . Required exit doorways shall be not less than and shall be capable of opening at least 90 36" in width and not less than 6'8" in height, degrees. Section 3304 [e). .. 2f. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for a- Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazin adjacent to walking surfaces Section 406. &w BL~ UJW.J~I~~~~<~RIIZUK~, I .. Provide 36" high protective railing for porches, balconies, and OD~ sides of sta openings between railing shall ie r JP= 85s than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Idf~OC RML ,. f 3304 (b) h (c). . Provide stairway and landing details. Section a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minh. b. Minimum headroom is 6'6". C. Minimum width is 36". . handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairdays with 4 or more risers. b. Handrail shall ba 30" to 34" above the nosing of treads. c. The handgrip portion of handrail shall be not less than 1 114'' nor more than 2" in cross-sectional dimension. . Every stairway landing shall have a dimension, ? meesured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i) . stairway provided the top step is not more than . A door may open inward at the top step of a 7 112" lower than the floor level. Section 3304 (h). with Section 3306 (d):S.~&5: Provide details of winding stairway complying Minimum tread is 6 inches at any point and where the treads are narrowest. p'. ~axw rise is 8 inches. f Hinimum width is 36 inches. 3306 (f): . Provide spiral staixway details, per Section ? I" I i" . Spiral stairways may not ba used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). . Provide I.C.B.O. Research Report and number for metal stairday, or submit plans and calculations and approved fabricator registered with the building department or note that the rtairway fabrication plans shall be submitted to and approved by the building official prior to installation. 4 . In buildings over 2 stories in height, provide openings in the exterior wall below or within 314 hour fire-rated assemblies for all An exit balcony with 2 separated stairdays is 10 feet horizontally of an exterior stairway. exempt. Section 3306 (1). . Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire protection rating when the stair serves a assemblies having a three-fourths-hour fire floor level having openings in two or mre floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the Section 3306 (n). 3 foot setback from the property lines. !.* P f . The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (4. . Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). 7 specified. Table 32-B; Section 3203 (h). . Roof slope is not adequate for roof type l a. Minimum run is 7 112 inches measured at a point 12 inches from *ere the treads are the narrowest. b. Maimurn rise is 9 1/2 inches. Hwh 5p Chapter 32. . Specify roof material and application. clear opening between risers is 6 inches. C. Minimum headroom is 6 feet 6 inches 9. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C.. e.=.. . " d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting colum to the inner edge of the handrail. tile, etc. Section 107. ' , up roof, with rock or gravel surfacing, is 3 4. 331: maximum slope for a fire retardant built- inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3. #. Specify minimum 114 inch per foot roof slope for dreimga or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. with Sections 3401 and 5207 or provide I.C.B.O. Provide skylight details to show compliance approval number. Plastic skylights must be separated from' each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 11150 of attic area or 11300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. attached to wood in Seismic Zones 3 and 4, Show anchored veneer support and connections comply with Section 3006 (d)l and Section 2515 jolts. (a). Show ties and 09 wire in horizontal Show height and construction details of all mas nry walls Cha ter m1L II 3" ~1 LSo BB~IL 12 d4i* Note that cleanout openings shall be provided at the bottom of all cells to be grout filled be sealed before grouting, after inspection. in accordance with Table 24-C. Cleanouts shall Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per &ichever is greater. Cross grain tension or lineal foot or the actual design load, bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the usable space exists on the interior side of the foundation walls, below finish grade, where walls. Section 1707 (d). a Show a minimum 2" air mace and flashine w between planter and building'walls. Section 2516 (c) 7. 7 J; Y '7 . Garage requires one-hour fire protection on the garage side of walls and ceiling comon to ' the dwelling. Table 5-B, Section 503 (d). . All elements supporting floor above garage, have one-hour fire-resistive protection on the including walls supporting floor joists, must garage side. Section 503 (b) . Show 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). . Garages are not permitted to open into a room used for sleeping purposes. Section 1104. . An occupancy separation is not required between carport and residence, provided the carport is open on two or more sxdes and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header plate line, method bracing garage front and over garage opening, lateral cross bracing at holddowns if required. Chapter 23. NOTE: Maximum sheax panel ratio is 3 112 to 1 for height-to-width. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower Uan the door threshold. Section 3304 (h). I" . Provide an 18" raised platform for any FNJ, water heater, or other device in the garage vhich may generate a flame or spark. UHC Section 508, UPC Section 1310 (a). classification. whether or not the soil is Per soils report, note on the plan the soils soils report recoumendations for this project. Please review the report and modify design, notes and details as r uired to show compliance: S/hd k%b - L- mwqu RIP e3.2~ ~4 Shd 24qr;Wrki a AGcl F&mki5 Awo at9~~w5 fhm rn = ex14r~d~ - f&E LXGhLdF lJA@EZ&&.JW OJh- Ln, LDM&V WITW Ctl~pnnr 10 urn) 7 Prwide notes on the foundation plan listing the soils report recomendation for fouridations, slab and building pad preparation. 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 recomendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recomendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in . / f accordance with the soils report, 2. The utility trenches have. been properly backfilled and compacted, and 3. The foundation excavations, fomings and reinforcements comply with the soils report and approved plan." 9 $6 t + t 81 23. . Show height of all foundation walls. Chapter . Show height of retained earth on all foundation walls. Chapter 23. . If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. . Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). . Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). . For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. f. Dimension foundation per U.B.C, Table 29A: .. SuDDorted* Stemvall sdth De- Thickness Pootinp 2 1 6" 12" 12" 6" 8" 15" 18" 3 10" 18" 24" 8" 7" "Foundations may support a roof in addition to the flOOrS. Where Only a roof is supported, use foundation for one floor. 9$. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. . Show foundation bolt size and spacing. Section 2907 (f). . Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). 31 . If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required, note on plan that hold down anchors mst be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the DhlS SteDDed fOOtinFS for SlODes 24"Orn WWe usd), steeper than i:10. shction 2907 TC).A,& 5-jt9LJ Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. . Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). . Show minimum underfloor ventilation equal to 1 area. openings shall be as close to corners sq. it. for each 150 sq. ft. of underfloor as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. 1 2. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. f ? . Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of equivalent. Section 2517 (g) 3. length with 1 x 4 diagonal let-in braces or . In 2-story buildings, shear panels at the first story (et least 48 inches in width) shall be located at ea& end or as near percent of the linear length of the wall, or thereto as possible and comprise at least 25 provide design. Section 2517(g)3. Note cross bridging or blocking. Floor joists and rafters 12" or mre in depth shall be 0 stud heights: B '2 x4 and 2 x6 114 Show stud size and spacing. Maximum allowable supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are max. 10'; Nonib max. 14' 2 x 6 held inline. Sec. 2506 (h), 2517 (d) 6. max. 20'. Table 25-R-3.LW MDlV b %Ulbd c 4u65-h) A 5tteerI Studs supporting two floors, a roof and Show blocking at ends and at supports of floor ceiling must be 3 x 4 or 2 x 6 at 16" O.C. joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Table 25-R-3. Note on A.I.T.C. Certificate of Co liance for glued laminated wood members shall?e given to the building inspector prior to installation. Section 306 (f). 1 7. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (a) 5. P 1 8. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, of the joist. Section 2517 (d) 5. / beams, walls or partitions, more than the depth 9' not more than 4 feet on center and be just / 45 degrees to the horizontal. P 1 9. Show rafter ties. Rafter ties shall be spaced above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 1 0. Show rafter purlin braces to be not less than Section 2517 (h) 5. 1. Show double top plate with minimum 48" lap splice. Section 2517 (8) 2. ? 25-Q. 2. Show nailing will be in compliance with Table 1 3. Show or note fire stops at the following f locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 wall j foot intervals along the length of the b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the m. of stairs if the walls under the stairs are unfinished; and d. in openings around vents! pipes, ducts, chimneys, fireplaces and slmxlar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 7. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). 18. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. f 0 119 Specify mil size and spacing for all shear walls, floor and roof diaDhraamp. Indicate Provide truss details and truss calculations identification numbers on the plans. Specify truss 2. Show 112" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). I 1 3. Provide roof tram plan and floor framing 7 plan. Section 302 3. l'f . Provide framing sections through Section 302 (c). l#. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Ifs. $9. Ijp. Y+!/. Piovide calculations for lateral loads, shear nwlAnIcAI. fulrwnn nwlAnIcM. Panels, shear transfer and related. Section 302 (b). All heatine. ventilatine. and coolina svstems and Show on the plans ell structural requirements developed in the structural calculations. Section 302 (c). (See cotnoents below or at end. ) Colms and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basemants 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 treated wood is used., Section 2516 (c) 4. project at least 8 inches above exposed ground Individual concrete or masonry piers shall unless the ColUmnS or posts which they support are of approved wood of nature1 resistance to decay or treated wood is used. Section 2516 IC) 4. ljl. Show location of attic access with minimum size 22" x 30". Section 3205. 1 2. Show draft separation for attic areas between P units in a duplex. Section 2516 (f). 3. Specify plywood thickness, grade and panel identification index. Table 25-N. $4. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. P 6. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches *en sup orting 2 stories. Section 2517 (gf 4. . Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall shall be the exterior type. Section $8. Detail truss layout for 30"-x 30" attic access, 1 9. Ridges, hips, and valleys shall be at least one if required for equipment in the attic. f size larger than supported rafters. Section 2517 (h) 3. 0. In open beam construction, provide strap ties across the beamr. at the ridge support. Section 2501 (b). 0 f heating facilities capable of maintaining a Show the size, location and tse of all , heatin and cooling ap liances or systems. WrT. 142 Show source of combustion air to furnace, per ch.&.tc*&r) SHOW 3 rlNl3.s > PIA5 ShJ 2 * Chapter 6, UHC. 1 3. Every dwelling unit shall be provided with room temperature of 70 degrees P. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. A deep unobstructed working "clearances to be per furnace. Section 505, UHC. manufacturer's listing." Section 504, UHC. bathroom or in e closet or confined space with . Furnace shall not be installed in any bedroom, access onlv throuph such room unless specified as- direct -vent appliance, enclosed furnace or electric heating appliance. Section 704 UHC. A 0 0 0 ? . Show I.C.B.O. approval number for prefab fireplace. 148 Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UHC. 149 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UHC. 150 Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UHC. 1. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents end non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. Provide dryer vent to outside. UMC, Section 1903. 5/10189 8 ,. All wiring shall comply With the National Electrical Code. 154 Show on the plan the amperage of the electrical service,.the location of the service panel and the location of any sub-panels. If service is panel schedule and load calculations. over 200 amps, submit single line diaRram, 0 0 155 Show 1 cation of all electrical receptacles. 7 is not adequate in ML &5 . Electrical receptacle locations andlor spacing 1 7. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 1 1 18. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sir&, outdoors, and in garages and basements shall ba GFI protected. NEC, Art. 210-8. (other than for laundry and similar equipment) 9. Note electrical system ground to be provided per NEC, Art. 250-81. 0 plans. upc, Section=. 160 Show water heater size, type and location on 1. Show source for providing combustion air to fuel burning water heater. If wall openin s in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. 2. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 0 0 163 Provide adequate barrier to protect water heater from vbhicle damage. UPC, Section 1310. 164 Show T and P valve on water heater and show UPC, Section 1007 (e). route of discharge line to exterior. Note on the plan that hose bibbs and lam (i). sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) & Show shower stall CM accomdate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Show details of duplex comon (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class Title 25. (IIC) rating on floorlceiling of 50 decibels. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or transmission rating. Title 25. insulated to maintain required sound Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 17 . Permit applications received after June 30, P Energy Standards. Provide plans, calculations 1988, are regulated by the new Residential and worksheets to show compliance. 0 171 The new regulations require a properly completed and DroDerlv aimed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. ft. gc%% 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, medwical contractor, or electrical contractor licensed or registered to practice by the State of Division 3 of the Business and Professions California or other individual eligible under Code to sign such docments. Document signers are subJect to the limitations in Division 3 provide the signature. of the Business and Professions Code. Please 0 173 All energy items shown on the plans must be in properly completed Form CF-lR.5W 7vE €JF agreement with the information shown on the enerw conservation reauirements as . Specify on the buildim ~lanq all of the ' listed on the-enclosure titled; t mandatory 1 5. Show the make, model and efficiency of the I space heating (or cooling) system and provide heat loss calculations if the output exceeds ~~~~~ ~~ ~~ ~~ Enerav Conservation Reauirements". 45,000 BTUIHr. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 0 177 Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(5). 8. Please see additional corrections, or remarks, on the following page. ' . .. S.P.D. h RmLQ( ' . Energy conservation design should be for Zone 7. See attached energy packages. 0. Floor drains mst have auto-prime (city policy). 0 f 181 Note exhaust fans cannot be ductless type (city policy). 1 2. New residential units nust be pre-plumbed for jacks rrmbt be installed" where the water heater future solar water heating. Note "two roof is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 7" 3. Note "two 314" copper pipes must be installed to the mst convenient future solar panel story garage and is not directly below the most location when the water heater is not in a one south facing roof. (City Ordinance No. 8093). . All piping for present or future solar water heating mst be insulated when in areas that (w not heated or cooled by mechanical means (city policy). 5. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 0 186 Show on the Title Sheet on the plans, the information required by the attached 1 7. All new residential buildings, including p additions, require a soils report. Please %%2Y 1 Services Sheet 112383. Lo7 &A&UL submit two copies. . Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the stntctural beam and colunm supporting the fire separation between the garage and living area above, is policy). acceptable if shown on the plans. (city UBC Adopting Ordinance 8792 requires Fire Retardant roof on all stmctures (Sec. 18.04.230). Show compliance with IJBC Section 3203(e). washing machines, etc. Show compliance. . Please see additional corrections, or remfuks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, SM Diego, California 92123; telephone number of 6191560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 1200 Elm Avenue, telephone 6191438-1161. lhanL you. Enclosures: Date: b-1h-e CITY OF CARLSBAD Prepared by: 0 Bldg. Dept. VALUATTON AND PUN CHECK PEE IJ Esgil PLAN cnm NO. AP?LICANT/CONTAC BUILDING ADDRISS BUILDING OCCUPANC TYPE OF CONSTRUCT10 32bcO-3 8uildInrj Permit Fee S S 1434.m Plan Check Fee S s 9 32, In COHHCNTSi Y PLArJS-YtI3W 3 Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET ENGINEERING CHECKLIST BUILDING PLANCHECK DATE: Z-zI-90 ITEM COMPLETE PLANCHECK NO. 89 I14q /&v 0 ITEM INCOMPLETE - 1 2 3 A34 A NEEDS YOUR ACTION -4L ST. SNR X ITEM SELECTED TDD - -. C C C PROJECT ID: /jjLcsha /3oa, T/&d HHH E E E UGAL REOUIREMENTS ccc - 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed way width and dimensioned setbacks. structures, streets, existing street improvements, right-of- ooa 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing with percent (%) grade and drainage patterns. topographical lines, existing and proposed slopes, driveway 3. Provide legal description and Assessors Parcel Number. Discretionarv AoDroval ComDl iancg x 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field Reviey 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. 0. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: - 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 84" x 11" plat map and submit with a title must be approved and signed by owner(s) prior to issuance of report and the required processing fee. All easement documents Building Permit. The description of the dedication is as fol 1 ows : Dedication completed, Date: By : ImDrovement Reouirements x 11. No public improvements required. SPECIAL NOTE: Damaqed or defective im~rovements found adjacent to buildina site must be reDaired to the satisfaction of the Citv insoector orior to OccuDancY. 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. posted and fees paid prior to issuance of permit. The required Improvement plans must be approved, appropriate securities improvements are: Improvement plans signed, Date: By : FRM0010.DH 08/29/89 13 . Improvements are required. Construction of the public of the City Code. Please submit a letter requesting deferral improvements may be deferred in accordance with Section 18.40 of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By : 1114. - 15. 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. fill, import, export). Include accurate estimates of the grading quantities (cut, No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by plan check and approval through the Engineering Department. a registered Civil Engineer must be submitted for separate NOTE: The Gradina Permit -must be issued -and aradinq substantially comDlete and found acceptable to the City Insoector orior to issuance of Buildina Permits. Grading Inspector sign off. Date: By : scell aneous Permits 216. Right-of-way Permit not required. - 17. ' Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: 218. Sewer Permit i s not required. -19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. L20. Industrial Waste Permit is not required. 08/29/89 - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Date: Industrial Waste Permit accepted - By : Fees Reauired +3. &24. 425. 46. 427. Park-in-Lieu Fee Quadrant:= Fee per Unit: Traffic Impact Fee Fee Per Unit: Bridge and Thoroughfare Fee Fee per Unit: Public Facilities Fee required. Facilities Management Fee Zone: 6 Fee: c Total Fee:9Uyh - Total e Total Fee: mu& - EDU‘s ..IQ..* Fee: - REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: -“T& - Date: 2 -I/- % FRM0010.DH ENGINEERING CHECKLIST BUILDING PLANCHECK LEGAL REQUIREMENTS Site Plan 0 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 0 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing percent (X) grade and drainage patterns. topographical lines, existing and proposed slopes, driveway with 0 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance A 4. No discretionary approvals were required. - 5. Project complies with all Engineering Conditions of Approval for Project No. - 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field Review - 7. Field review completed. No issues raised. __ 8. Field review completed. The following issues or discrepancies with the site plan were found: - A. Site lacks adequate public improvements. - B. Existing drainage improvements not shown or in conflict with site plan. - C. Site is served by overhead power lines (Future Improvement Agreement required). - D. Grading is required to access site, create pad or provide for ultimate street improvement. - E. Site access visibility problems exist. turnaround or engineered solution to problem. Provide onsite - F. Other: Dedication Requirements - M 9. No dedication required. - 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" 'x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date: By : Improvement Requirements - b 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. - 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of appropriate improvement plans and submit for separate plan check the City Code. Please have a registered Civil Engineer prepare must be approved, appropriate securities posted and fees paid process through the Engineering Department. Improvement plans prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By : - 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By : Grading Requirements - 13a. hadeque information available on' site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of rhe grading quantities (cut, fill, import, export). p( 14. No grading required as determined by the information provided on the site plan. - 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate NOTE: The Grading Permit must be issued and grading plan check and approval through the Engineering Department. substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By : Miscellaneous Permits - 16. Right-of-way Permit not required. - 17. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: 18. Sewer Permit is not. required. - 19. Sewer Permit is required. A Sewer Permit is required concurrent with Buiiding Permit issuance. The fee required is noted below in the fees section. 20. Industrial Waste Permit is not required. - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City be issued prior to occupancy. approval prior to issuance of Building Permits. Permits must Industrial Waste Permit accepted - Date: By : Fees Required 22. Park-in-Lieu Fee Quadrant : - Fee Per Unit: & Total Fee: *,A J$& 23. Traffic Impact Fee Fee Per Unit: - Total Fee: * l$& 24. Bridge and Thoroughfare Fee & 25. Public Facilities Fee required. +& 26. Facilities Management Fee Zone: 6 Fee: ..,.&. && 27. Sewer Permit No. Fee Perlnit: - Total Fee: 4.0 -74= - EDU's: 'hi)&@ Fee : 28. Sewer L teral required: 0 Fee: G?,.CJ~&Q ENGINEERING AUTHORIZATION TO ISSUE PERMIT .. .. PLANNING CHECKLIST 000 000 000 OUU 000 Leaend a Item Complete @ Item Incomplete - Needs your action was identified 1, 2, 3 Number in circle indicates plancheck number that deficiency Envirnnmental Review Required: YES - NO - TYPE DATE OF COMPLETION: - Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval .- .. -. - / I Discretionary Action Required: YES - NO - I/ TYPE APPROVAL/RESO. NO. - PROJECT NO. DATE : OTHER RELATED CASES: - Compliance with condirions of approval? If not, state conditions which Conditions of Approval - require action. Landscaoe: YES __ NO - DATE OF APPROVAL: - Compliance with conditions of approval? If not, state conditions which Conditions of Approval require action. 000 000 000 on r4 Coastal : YES - NO - J DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which Conditions of Approval require action. Site Plan: 1. 2. 3. 4. Zoning: 1. 2. 3. 4. 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 and driveway. Provide legal description of property. Provide assessor’s parcel number. Setbacks: Front: Int. Side: Required Shown Street Side: Required Required Shown Shown Rear: Required Shown Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required - Shown - Guest Spaces Required - Shown Additional connnents and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. Ha,x plans been marked up? YES NO - I U I OK TO ISSUE p/&&- DATE Tk?q PLNCK. FRM ., . ," JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ~~ ~ ~~~~ ESCONDIDO, CA 92025 TEL. (619) 743-8808 JOHN E. VERNON, PRESIDENT RCE 21121. GE 858 August 2, 1989 CHUCK DAVIS, VICE PRESIDENT RCE 217W FRED BRONSON, CHIEF OF SURVEYS LS 5085 Mr. Frank Alesia c/o Mike Lloyd Assoc. 265 Portia Ave. Vista, CA 92083 Subject: Addendum to Preliminary Geotechnical Report Site: 2024 Arena1 Rd., La Costa To whom it may concern: Geotechnical Report dtd 1/12/89 for the above referenced site to This letter is to update, extend, and amend our Preliminary apply to the additional remodel work as shown on the attached sketch. All recommendations in the original report are valid for all proposed work and the following items are brought to the attention of those concerned in the interest of class "A" construction. We emphasize that it is the responsibility of the contractor to slab. Experience indicates that use of reinforcement in slabs insure that the slab reinforcement is placed at mid-height of the and foundations will generally reduce the potential for drying and shrinkage cracking. However, some cracking should be expected as the concrete cures. Minor cracking is considered normal; however, it is often aggravated by a loose sand bedding, a high water/cement ratio, high concrete temperature at the time of placement, small nominal aggregated size, and rapid moisture loss at time of placement, due to hot, dry, and/or windy weather conditions during placement and curing (footing trenches and slab subgrade should be thoroughly wet before concrete is cast). Cracking due to temperature and moisture fluctuations can also be expected. The use of low slump concrete not exceeding 4 inches at the time of placement is recommended. The contractor should take appropriate curing precautions during the placement of slipsheet or Semco Tile Set or equivalent be utilized if concrete to minimize cracking of slabs. We recommend that a crack-sensitive flooring (such as marble tile or Mexican pavers) is planned directly on the concrete slab. All slabs should be designed in accordance with structural considerations. Patio PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING. SOILS TESTING. SURVEYING C$ %%I r+q ~~~~~~ ~~~~~~ ~ ~ ~~ .~~ ........ ~ ~ .... ~ ~ ~~~~~~ ~ ~~ ~ ' I' slabs, driveway slabs or A.C. paving placed closer than 5' to proper precautions are not made for lateral support. fill slopes are susceptible to edge settlement and cracking if /John E. Vernon Exp. 9/30/89 RCE 21121, GE 858 .. . JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 JOHN E. VERNON, PRESIDENT CHUCK DAVIS, VICE PRESIDENT RCE &la, GE 858 RCE 21119 FRED BRONSON. CHIEF OF SURVEYS LS 5085 Mr. Frank Alesia c/o Mike Lloyd Assoc. Vista, CA 92083 265 Portia Ave. PRELIMINARY GEOTECHNICAL REPORT Site: 2024 Arena1 Rd., La Costa To whom it may concern: This is t.0 verify that we have investigated the footing soils conditions and considered development plans for the above referenced site. The natural terraign slopes generally to the east and includes some.existing structural fill for the existing home. Several old Pine roots should be removed along the northern addition. The native soil is Carlsbad gravelly loamy sand, ferruginous sandstone and cemented sand hardpan with cobbles and minor clay lenses and is moderat* expansive and will not be detrimental if the following recomm5hdaFions are followed. It extends to a depth of one to three feet, is firm and dense in its natural state and after the sod and rootzone layer is removed should afford acceptable foundation material for the proposed use. The subsoil is a pale brown silty sand (SM) and (SC) ferruginous sandstone, very hard inplace with cobbles (cemented). It is metasedamentary and becomes more dense with depth. No ground water should be encountered. Surface drainage should be directed to natural or street drainways. There are no known faults located close to the site (Rose Canyon inactive fault is approximately 12 mi. SW and Elsinore fault is approximately 30 miles to the NE). PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING. SOILS TESTING * SURVEYING \ The proposed construction will consist of a cut/fill remodeled pad which can be accomplished quite satisfactorily.on the site, within 3' of footing or slab areas, it should be nonexpansive as regards soil adequacy. If imported fill material is used select material. We recommend that the continuous footings of the addition be reinforced with at least two #4 bars top and two m reinforcement and that the slabs be reinforced welded wire mesh or #3 bars at 24" on center both underlain with 6 mil visqueen sandwiched in a 4" clean sand used for design of footing sizes. Active and passive fluid blanket. An allowable soil bearing pressure of 1500 psf may be pcf, and a friction factor of .4 should be used for wall design. pressures of 40 (60 for restrained or sloping backfill) and 300 A lateral bearing of 300 psf/ft may be used for pole design using flagpole formula (UBC 2907f). Step footings on side slopes should be a minimum of 24" deep and have positive drainage sloped away. All foundations shall have a minimum size as determined by Table 29-a of the Uniform Building Code with a 24" minimum depth. All two #5 bars embeded and pour rocked 12" into existing footings. footings extended from existing footings should be pinned with W at slab mid-height. All slabs should be Ordinance of the City of Carlsbad and the attached Standard Minor grading should be done in accordance with the Grading Specifications for the Placement of Compacted Filled Ground. grading is completed and footing trenches are excavated. Footing Special footing design will be recommended if necessary at time trenches should be saturated to 2% over optimum before casting concrete. We will be available for prejob conference and certification testing at notification when the grading work is scheduled and at the time footing excavations are John E. Vernon Exp. 9/30/89 RCE 21121, GE a58 s: 1) Standard Compacted Filled Ground 2) Maintenance Guidelines for Homeowners JOHN VERNON 81 ASSOCIATES 1859s. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND Objective: Obtain filled ground which is uniform and has adequate internal strength to support any structures proposed. The method by which this is obtained is described herein. Preliminary Procedures: 1. Permits - Owner shall ascertain the grading permit requirements of the agency whose jurisdiction covers the land on which the grading is to be performed and shall be responsible for complying with them. 2. Water - An adequate water supply shall be provided so that compaction of filled ground will not be delayed. 3. Soils Engineer - A soils engineer shall be retained to provide direction in grading, testing for compaction and certification that the grading complies with grading ordinances and with approved grading plans. Grading: 1. Clearing and Grubbing - All natural surface which is to be covered by filled ground, excavated or needed for brow ditches, swales or other grading appurtenances shall be cleared and grubbed. Trees, shrubs and grass, as well as organic overburden shall be removed from the area to be graded. Cleared material may be disposed of as approved by of trees, shrubs or other organic material. the local controlling agency. No embankment shall consist 2. Natural Ground Preparation - Natural ground shall be excavated from beneath embankment areas to solid material, the exact depth as determined by the soils engineer. This material shall be brought to proper moisture content and recompacted to not less than 90% maximum density as determined by A.S.T.M. D-1557-70. PROPERTY DEVELOPMENT ENGINEERS, INC ENGINEERING SOILS TESTING SURVEYING -1- Any existing fill which has not been certified must be removed and recompacted. If the slope of the existing ground exceeds 1' vertical in 6' horizontal, a bench cut level, 10' wide shall be excavated at the toe of the fill. This will allow the uniform compaction. embankment to be placed on a horizontal base for more 3. Embankment Placement - Fill material should consist of native or importted material which has been brought to the optimum moisture conrenr. Material to be used for providing they are evenly distributed in the soil mixture embankments may have rocks with diameters greater than 12" not consist of, or be founded on, large rocks. Although and are at least 3' below finish grade. Fill slopes shall rocks may be placed along the outside of the toe of the fill slopes. Rock placement in embankments shall be under direct supervision of the soils engineer. Embankment material shalPbe placed in layers varying from 6" to 12" deep depending on soil type, and compacted by suitable compactive effort to a density or not less than 90% of the maximum density as determined by A.S.T.M. D-157-70. Moisture content and depth of layers shall be determined by the soil engineer at the time of grading, and shall be updated whenever embankment soil types change. As the embankment increases in elevation new benches shall be cut into original ground. Benches shall be at least 6' horizontally into natural ground, be level and shall occur at intervals to be determined by the soils engineer at the time of grading. Compaction may be obtained by the use of any combination of equipment which will result in an embankment that is properly compacted, uniform in moisture and properly those set forth in the applicable grading ordinance. finished to the lines and grades shown on the plans or to 4. Additional Grading - Cut slopes shall be cut to the lines and grades as shown on the plans or set forth in the applicable grading ordinance. ditches shall be either earthen or lined with erosion resistant Cut slopes shall be prorecred from erosion by brow ditches. Brow material as shown on the plans or as recommended by the engineer. - 2- Embankments shall be protected from erosion by placing an earthen berm along the top of slope for the entire perimeter of the fill. Where drainage is brought down the slope, the drainage way shall be lined with erosion resistant material to prevent loss of embankment slopes. Where eaves are located less than 5' horizontally from top of fill slopes, eaves troughs shall be provided to prevent weakening of slope due to water intrusion. All areas of the building pad must be well drained. Drainage horizontal unpaved or 1' vertical in 200' horizontal paved with swales shall have a minimum slope of 1' vertical in 100' not be subjected to ponded water. concrete. Drainage shall be provided to ensure foundations will -3- ~CARLSBAD IED SCHOOL DlSTRICT 0 CARLSBAD SCHOOL 0 VALLEY JU HIGH SCHOOL RECEIPT NO. +?%&++- Nn cchbzWm ;E$AFlS$M&NTS $ 3. \LO -cpq \x!; RECEIVED FROM FOR: USE OF SCHOOL FACILITIWRENTALS 5 F. DATE a034 WPA CJCL \,?W aK kt. ric USE OF SCHOOL BUS $ $ :nd to verify No building DAMAGE TO SCHOOL PROPERTY $ DAMAGED OR LOST BOOKS $ SALE OF SURPLUS 5 $ INSURANCE $ TELEPHONE COMMISSIONS .gned by the rtment. TOTAL $ INCOME H' ABATEMENT 0 2+ lbsCs ACCOUNT NO. - ACCOUNT NO. - ACCOUNT NO. - PL- W9t-t" - - - RECEIVED CASH 0 CHECK 1776) :hool - " - - - -- "" Nasw! 4 Liil\%$..l% - - - - "" " RqCEIVED BY 3-6491) Project Applicant: A Le&// APN: 2'15 - /do - 03 RESIDENTIAL: SQ. FT. of living area 1 54# Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By 1 & i Date /t/30/8? .............................................. FEE CERTIFICATION (To be completed by the School District) JApplicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $3.~ \\ 0, bq bas Comm/Indust Fee Levied: $ AB 2926 and SB 201 fees are capped at $1.56 per square foot for residential. AB 2926 is capped at 6.26 per square foot for commercial/industrial. CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. fy-//'/"/ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify permits for the projects shall be issued until the certification is signed by the that the project applicant has complied with the school fee requirements. No building appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: J Carlsbad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) San Marcos Unified 270 West San Marcos Blvd. Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) - San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: A Le&// APN: 21-3' - /60 - 03 Project Address: +I39 , d&YAL /eB - RESIDENTIAL: SQ. FT. of living area / qs# Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Q@J& Date /I/+O/Q I .............................................. FEE CERTIFICATION (To be completed by the School District) JApplicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $~,\t~-&e~ based on \,q94 sq. ft.@% Comm/Indust Fee Levied: $ based on sq. ft.@ AB 2926 and SB 201 fees are capped at $1.56 per square foot for residential. AB 2926 is capped at 6.26 per square foot for commercial/industrial. i CERTIFICATION OF COMPLIANCE , CITY OF CARLSBAD Plan Check Nogq-1 (&/ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL D TRICT: - L7 Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary - San Dieguito Union High School Encinitas, CA 92021 (944-4306) 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: APN: z/b- /LO - 0 2 FT. of living area Number of dwelling units / . FT. of covered area - SQ. FT. of garage area COMMERCIAL/ I UST IAL: SQ. FT. AREA Prepared B zL Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement JProject is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986 (other school fees paid) Comm/Indust Fee Levied: $ based on sq. ft.@ gw \\ss\ .x,&. &dS. sic UGCQJ Schwistrict Official ' Title Date AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. .-.. UP' COMPLIANCE .- CITY OF CARLSBAD Plan Check No. //~- -DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 r-- ""/ (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify permits for the projects shall be issued until the certification is signed by the that the project applicant has complied with the school fee requirements. No building appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: - Carlsbad Unified 6350 Yarrow Drive Ste. A -4 San Marcos Unified 270 West San Marcos Blvd. Carlsbad, CA 92009 (438-5710) San. Marcos, CA 92069 (744-4776) __ Encinitas Union Elementary San Dieguito Union High School 189 Union Street Encinitas, CA 92024 (944-4306) 625 North Vulcan Encinitas, CA 92024 (753-6491) Project.Applicant: fl{Kc uo7 APN:2)c- /6 - 03 Project Address: 61034 ARENAL nn RESIDENTIAL: SQ. FT. of living area 2 a %G Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCTAL/ INDUSTRIAL: SQ. FT. AREA Prepared By B. v3 I.lC FEE CERTIFICATION (To be completed by the School District) J Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other CommjIndust Fee Levied: $ sq. ft.@ AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. 'k F t /' /I 05/02/90 08:33 Page 1 of 1 Job Address: 2034 ARENAL RD Permit Type: PLAN CHECK REVISION Parcel No: 215-160-03-00 i:-Pfi": :%O. of.; Valuation: 0 u+ bl?b Construction Type: ADD Occupancy Group: Class Code: Status: ISSUED Description: ADD 140 SF REVISE WEST WING Applied : 02/15/90 Apr/Issue : 05/02/90 Validated By: JPY BUILDING PERMIT PCR No: PCR90025 Project No: A8901894 Development No: Str : F1* $156 :)5/O?/YO OOQ.1 01 02 Ste: Credits *** .oo .oo 200.00 Ext fee Data 200.00 I CrrY OF CARW 2075 Las Palmas Dr., CarIsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palrnas Dr., Carlsbad, CA 92009 16191 638-1161 1. PERMIT TYPE A - UCCMMERCIAL UNEW UTENANT IHPROVEMENT EST. VAL PLW CX OEPmll VALID. BI DATE CITY STATE ZIP CWE DAY TELEPHONE '' NAME 6- ADDRESS PROPE TY 0 NER OLESSEE OTEVANT CllY 6. CONTRACTOR STATE ZIP CWE DAV TELEPHONE NAME ADDRESS PLANNING CHECKLIST ~- (Name) Type of Project and Use I 6 J Zone &\ Faci 1 it i es Management Zone h mcheck number lesnnp Item Complete @ Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates pla was identified that defic :i ency Environmental Review Required: YES - NO - TYPE DATE OF COMPLETION: Compliance with cond+tiont of approval? If not, state conditions which Conditions of Approval require action. Discretionary Action Required: YES - No- TYPE OTHER ~ RELATE^ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Coastal : YES x NO - DATE OF APPROVAL: Cmplfance with conditions of approval? If not, State conditions which require action. no 0 on a no 0 00 0 '00 0 00 0 00 0 00 0 00 0 00 0 Landscape Plan Required: YES NO - See attached submittal requirements for landscape plans si ti PI ani" 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street fmprovements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor's parcel number. c . Zoning: 1. Setbacks: Front: Required Shown Int. Side: Street Side: Required Shown Required Shown - Rear: Required Shown 2. Lot coverage: Required Shown - 3. Height: Required - Shown 4. Parking: Spaces Required - Shown Guest Spaces Required Shown - Additional c-ts and remarks have been de on the building plans. These urked-up plans may be picked up at the Building Dapartment. These narked- up plans lust be iesubmitted with the revised plans for this project. Have plans been marked up? YES NO - Additional Connnnts *