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HomeMy WebLinkAbout2729 OCEAN ST; ; CB881691; Permitg -- 2 . 0 I hereby affirm that I am licensed under 'a I provisions-of Chapter 9 (commencing with I S.ction00O) of Division 3 of the Business aI'- - * -and Professions Code, and my license is in L. full force and effect. i hereby affirm that I am exempt from the Contrac-tors License Law br the following reason (Sec. 1031.5 Business and Professions Cede: Any city or county whicE ro-quires a permit to construct, vile!. improve, dvmnlih, or repair any structure, prior to its issuance also requires tIle ap- IIi.diiI fur such permit to life a signed statement that he IS licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of.. (livisio n 301 the Business and Professions Code) or that is ex ..'40 Iliurutrxm and the basis for the alleged u-.umpton ACT violation 01 Section 7031.5 by an applicant to, a permit sub-jects the applicant tea civil penalty 01 not more 11130 hex hue dred dollars ($500). I I. as owner 01 the property. or my employees with wages as fhir Sole compensation. will do the wnrfr, Wt the StruC. turn ic not intended or offered tsr sale (Soc. 7044, Ltacinene and Pretensions Cede: The Contractors License Law does not apply In an owner nl prnpvrly whit builds or improves thcrcoo and who does such werh himself or through his own employees . provided that such improvements are not intend ad or ettered for sale. It. however, the building or improve- ment is sold within one year of completion, the owner-builder will have the burden 01 proving that he did not build or im- prove to, the purpose of sale), - - II I. as owner of the propony, am exclusively Contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each projects with a contractor(e) license pursuant to the Contractor's License Law(. I As a homeowner tam improving my home, and the 10110w-' ing conditions exist: I. The work is being performed prior 10 sale I have lived in my home tsr twelve months prior to completion 01 this work. I have not claimed this exemption during the lust three years. 0 lam exempt under Sec. ___________________ , B & P.C. for this reason thereby affirm that I have a certificate 01 consent to sell-insure, or a certificate 01 WorkerS Compensation In. surance. or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY - - -:J Copy is tiled with the city in 0 Certified copy is hereby furnished • CERTIFICATE OF EXEMPTION FROM O WORKERS' COMPENSATION INSURANCE U' (This section need not be completed it the permit ac is 1ev one hundred dollars ($100) or less) fall 39 0 t certity that in the performance 01100 work for which this permit is issued. I shalt not employ any person is any manner so as to become subject to the Workers' Compen- sation Laws 01 California. NOTICE TO APPLICANT: It. alter making this Certificate 01 Exemption. you should become subject to the Workers' Compensation provisions 01 the Labor Code, you must' forthwith comply with such provisions or this permit shall be deemed revoked, - I iM 0 -J I lltE RAIl PfllT PEN 1111111 2 DDEEE I1ADfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. r 0 I hereby affirm that there is a construction lending agency for the perlorroance 01100 work for which loin per- - 01 mit is issued (Sec. 3097. Civil Code) ZI Wi Lenders Name - -a' - L Lende(s Address__________________________________ CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - - 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 - - - — - BUSINESS LICENSE # VALUATION JOB ADDRESS AV. ST. RD. ThOMAS BROS NO. I RATF7(APpi Ir.ATtON PERMIT NUMBER -7 LOT '/ei I BLOCK SUBDIVISION ASSESSOR PARCEL NO, CONTR ACTOR CONTRACTORS PHONE a ZONE , — 1 \r)OWNER'S £ NAME OWNER'S PHONE R i- (.Ue4Q4_, 4Q, q CONTRACTOR'S ADDRESS STATE lICENSE NO. BUILDING SO. FOOTAGE MAILING AOOESS pbblea th01 UWNkNS 91,590011 -f. DESIGNER S DESIGNE AS PHONE - - DESCRiPTiONO Link 99 it -!999 DESIGNER'S ADDRESS STATE LICENSE NO. 6369 04/21/89 0001 01 02 - BldPmt 956-0 F/P FLRELEV, ' I NO I STORIES EUU VDNL] I A9__ - CENSUS TRACT RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE 0CC LOAD I FIRE SPR 1PARKINGSPACE I I AREA C1 11. N LY' I yD NJ' — - 'D N Not Valid Unless Machine Certified — OTY. - PLUMBING PERMIT - ISSUE 7. 5o OTY. MECHANICAL PERMIT -ISSUE SUMMARY/ACCOUNT NUMBER —73 EACH FIXTURE TRAP - . - INSTALL FURN. DUCTS UP TO 100.000 BTU BUILDING PERMIT UM- 10-00-00-8220 EACH BUILDING SEWER - . — OVER 100,000 BTU , SIGN PERMIT 001'810'00'00'8221 / EACH WATER HEATER ANDiOR VENT . — BOILER/COMPRESSOR UP TO 3 HP - PLAN CHECK 001-810-00-00-8891 55 EACH GAS SYSTEM I TO 4 OUTLETS . BOILER/COMPRESSOR 3-15 HP , TOTAL PLUMBING 0011'810'00'00'8222 57 EACH GAS SYSTEM S OR MORE METAL FIREPLACE ELECTRICAL 001-810'00'00'8223 _____________ _________________ - EACH INSTAL. ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT . MECHANICAL 001'810-00'00'8224 EACH VACUUM BREAKER MECH EXHAUST HOOD/DUCTS MOBILEHOME 001-810'00'00-8225 WATER SOFTNER - RELOCATION OF EA FURNACE/HEATER . SOLAR OO1-810'O0'00-8226 EACH ROOF DRAIN IINStDEI, :2= DRYER VENT STRONG MOTION 880-519'92-33 J C) TOTAL MECHANICAL I FIRE SPRINKLERS 001-810-00-00'8227 TOIAL PLUMBING I - PUBLIC FACILITIES FEE 320-810-O0-O0'8740 BRIDGE FEE 360-810-00'00-8740 QTY. ELECTRICAL PERMIT -'ISSUE 5'07 QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA NEW CONST EA AMPSW1 8KB CAR PORT . TIF 312-810-00-00-8835 I PH 3 PH ' AWNING . LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EAAMPISWTBKR GARAGE - FMF I PH 3 PH - — . ,LICENSE TAX - , 001-810-00-00'8162 -. REMODEL'ALTER PER CIRCUIT , . . MFF ' 880-519'92'57 — TEMP POLE 200 AMPS -- - OVER 200AMPS TEMP OCCUPANCY 130 DAYS) — - - - CREDIT DEPOSIT r& TOTAL ELECTRICAL I . ' TOTAL - -' TOTAL FEES PAYABLE Gb I75 4 — I HAVE CAREFULLY EXAMINED THE COMPLETED -'APPLICATION AND PERMIT" AND DO HEREBY Expiration, Every permit issued by the Building Official under the provisions of this * AN OSHA PfRM:T IS REQUIRED FOR EXCAVATIt54S OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void lithe building or work I authorized by such permit is not commenced Within 180 days from the date of such 50" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE I HUE AND UUHHECt ANDI ('UN I HER CERTIFY AND AGREE IF A PERMIT ITt I permit, or it the building or work-authorized by such permit is suspended or STRUCTURES OVER 3 STORIES PH HEIGHT 0 ISSUED: TO COMPLY WITH ALL CITY, COUNt Y AND STATE LAWS GOVERNING BUILDING CON- I abandoned at any time after the work is commenced for a period 01180 days. APPRO DATE STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND CAN - SIGNATURE * OWNERD CONTRACTOR 0 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND CXPCNSC$ WI IlCI I MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THF jf GRANTING OF THIS PERMIT. BY PHONE 0 TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME je1•Y1 EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BLICO 0 PL/CO UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATER (0 TUB AND SHOWER PAN GAS TEST ______ '411 O WATER HEATER 0 SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC • ELECTRIC SERVICE 0 TEMPORARY BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT — AIR COND. SYSTEMS "4 VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL . I. . I i PLUMBING ELECTRICAL ____ MECHANICAL • . . BUILDING SPECIAL CONDITIONS I . •1 FIELD INSPECTION RECORD 'REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES * - INSPECTION cio SPECTOR'S INAPPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLt S 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 2751 3710 12/16/88 (pi 05 PLAN ID NO. 64.00 ASSESSOR'S PARCEL NO. 2o CIS OWNER OWNER'S MAILING ADDRESS 1-CpE7 VALIDATION AREA CITY C&yf 1.4 c. ZIP 1ci (/ TEL. 40 1 3ç-5 CONTRACTOR .11L ( C11i4., ti&c ESTMATED VALUATION •77.: 2oo PLAN CHECK FEE 001-810.00.00.8821 ? CONTRACTOR'S MAILING 7. i._'f C4vwtO J t.1'2-' ADDRESS IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP jgVdj TELP42rLOteL C1 WILL BE FORFEITED. STATE BUSINESS LICENSE NOI( 9z_00 I t LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION LôJrc 3 2.. - - , ,c41ICK IF SUBMITTED: t k C4r 2 ENERGY CALCS 21987 ENERGY CALCS FOR _NON _RESIDENTIAL _BLDGS STRUCTURAL CALCS DESCRIPTION OF WORK . 2" 2 SOILS REPORTS 0 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON .Sc9t1 v hA LA COSTA LETTER ADDRESS.( -- SCHOOL FEE FORM - CITY ZIP TEL.OI42_i°t P & E CORRECTIONS LIST - CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATU ATE I White - File Yellow Applicant Pink- Finance Gold - Assessor CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB881691 FOR 05/31/90 DESCRIPTION: REMODEL AND ADD 1170 SF TYPE: RAD JOB ADDRESS: 2729 OCEAN ST APPLICANT: HELM, JOHN CONTRACTOR: HELM, JOHN, ARCHITECT OWNER: WAILES, ROBERT REMARKS: T3/RS/ROY/940-8693 SPECIAL INSTRUCT: INSPECTOR AREA MP PLANCK# CB881691 0CC GRP CONSTR. TYPE NEW STR: FL: STE: PHONE: 9421999 PHONE: 619942l99Ø PHONE: 619-7 ps. 6 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION AV COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 052490 Final Combo NR NP 052290 Final Combo NR NP 112889 Interior Lath/Drywall AP NP 112889 Exterior-Lath/Drywall AP NP 111389 Insulation CO NP 100689 Gas/Test/Repairs AP NP 100689 Rough/Topout AP NP 100689 Rough/Ducts/Dampers AP NP 100689 Rough Electric AP NP 100689 Frame/Steel/Bolting/Welding AP NP OK TO WRAP 092989 Shear Panels/HD's PA NP OD TO WRAP 1ST FLOOR 092789 Frame/Steel/Bolting/Welding NR NP FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 881691 DATE: 5-22-90 PROJECT NAME: ADDRESS: 2729 Ocean Street PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: RAD /remodel NUMBER OF UNITS: CONTACT PERSON: Roy CONTACT TELEPHONE: 5980731 14 a&. %3 Bldg Eng, Plan INSPECTED DATE BY: L.Oc!Z. INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED -. DATE 1+/lb BY: ,AiaM. INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: ______ INSPECTED: APPROVED ______ DISAPPROVED D 14 Il4ThkiTo C Rev. 1186 WHITE: Suspense BLUE: Water District :Enneng CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: ___ 881691 DATE: 5-22--90 PROJECT NAME: ADDRESS: 2729 Ocean Street PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: RAD/rernocjet NUMBER OF UNITS: CONTACT PERSON: Roy CONTACT TELEPHONE: 590731 / , Eng, Pit-in DATE APPROVED DISAPPROVED INSPECTED BY: ________________________ INSPECTED: ____________ INSPECTED DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED COMMENTS: 0 Q Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY:gis PINK: Planning GLD: Fire REGISTERED INSPECTOR'S WEEKLY REPORT CONSTRUCTION LABORATORIES 6455 NANCY RIDGE DRIVE, SUITE 200 SAN DIEGO, CA 92121 (619) 587-0250 COVERING WORK PERFORMED 0 REINFORCED CONCRETE Ig'iRUCT. STEEL ASSEMLY 0 GLUE-LAM. FABRICATION WHICH REQUIRED APPROVAL 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM5 *r)o OTHER BY THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING 9 - (jc3q NO. OF PG 'ENDING FOR WPR OR PROJE ME /A i L 5/D4A A9'z- B RMIT 0. - I LM PLAN FI N . TR MATL (TYPE. GRADE ET A ITECI jj J)111A/ Al DESIGN STRENGT,1 SOURCE OR MFGR. ENGINEJR DESCRIBE MATL(MIXDESIGN. ARGRADEI FGR.) 7L 14!JL .')STMA 4'a!7-u !34 GENERALC TRACTOR 1W1 4ft jiai'1?M 4k. rc: Q&T DOIN EPORE ORK iJiA- 4 . '7 CONTACT NO. / JOB NO. I DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Includes information about - amounts of material placed or work performed; number, type, and identify numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. 7 '/0 .j,,iJr pePA€4rioii Ado ihwid& i caAIA/Er ,.// iJ fl d/ ju AJgE cAIc7w 7b ,A('/~ O 77/ EPl4/? P44 5ii/4 Pdqa4 f77b14 cii o,c- ALl.. 14is eiz' id Fer 'm,,J, i,Jo ikw ___ AID 72Pi/ /2f W4Ak i /C4,3 - rr- n fie,5-JAM AL14e1?1 -R1M! (11r:6C L4d4 ? KlgK 1114A1i-EZ - A-r74t CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICA- IS3EDIFSPECTOR lIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS. SIGNATUR DATE OF REPORT REGISTER NUMBER REGISTERED INSPECTOR'S WEEKLY REPORT CONSTRUCTION LABORATORIES 6455 NANCY RIDGE DRIVE, SUITE 200 SAN DIEGO. CA 92121 (619) 587-0250 COVERING WORK PERFORMED 0 REINFORCED CONCRETE 4'TRUCT. STEEL ASSEMBLY 0 GLUE-LAM. FABRICATION WHICH REQUIRED APPROVAL 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OTHER BY THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING JOB ADDRESS ZZS 4AI:r (74c$4/ - NO. OF PG FOR WEEK ENDING /3 i9 0 NE OR PROJECT NAMA, A IL 5 IAk! - I PLAN FILE N / N/il CO TR. MAIL (TYPE, GRADE.ETC.) ARCHITECT ENGINgEly DESIGN STRENGTH SOURCE OR MFGR DESPRIBE MAIL (MIX DESIGN. RE BAR RADE 8 MFGR.) ,g A7fr! 4 A44 DV L '0 ACTOR O) ~f(421 7vt L i, AS RE El ING 8 TESTING CONSTR. MAIL SAMPLES CONT A NO.! JOB NO. el DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Includes information about - amounts of material placed or work performed; number, type, and identify numbers of test Samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. 7' 1g Ar pz 6-4 r11,16 kkLLD//-fC7 7' FA- -7 -W Et.r2i4h1/6, 7(E7I(4e,4L.. 72_ _,$'&frf€3.S ,,1 ,1440 04,47, 7 p1/e72 P4lz!s cr,r/ !LiP5 /6 fj /r1 4 i' o,.J 12 4,2 rj /;Ak;R PLA75 '' - i' no W,x2i, LUj4A/5) P 1?l/E ___ iI'e;c7-LD 1IA5,4//r) khLiJ SI L/ (Z'2/ Ad2 IZ AT Te5 7E J7 .4s/ /'./t47- 7b ok'jJ . 7 ,'p //7 th.s do-r /4 L L. 7/f iE7D cA/ 340ZT A'IcV/c L7 ..A! 7W ___ 7WKi 47i/R' P47 ,45S&14&/ 4T R(&'Z' fW' ÀY &,ild& kEi2c iil cws' - k/I TI, 4 £i!/f / fl 75 Pi,e& rioJ5 /J5Pc7 I//iED tileZD Jci e.d 444AkEE T 41"Pt ki423 Cc'L5. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICA- TIONS, & APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS 12L 7 /010? SIGNATURE OF R6TERED yyAj-'2_)4 ECTOR 'T A/ i -e DATE OF REPORT REGISTER NUMBER REGISTERED INSPECTOR'S WEEKLY REPORT CONSTRUCTION LABORATORIES 6455 NANCY RIDGE DRIVE, SUITE 200 SAN DIEGO, CA 92121 (619) 587-0250 COVERING WORK PERFORMED 0 REINFORCED CONCRETE ErSTRUCT. STEEL ASSEMBLY 0 GLUE-LAM. FABRICATION WHICH REQUIRED APPROVAL 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0 OTHER BY THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING JOB ADDRESS 277—dD 0 3;:SA540 NO. OF PG FOR WEEK I ENDING QWNER OR PROJECT NAME 1/41 IL Id BL,PGRjRMI NO - /(29 /IMIAy PLAN FILE NO. CO TR. MATL (TYPE. GRADE. ETC) Ga e'UA4 . 57EL_ ARCJTECT j JiiJ Gi-,ø.4 ,'(€U/ T75 DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Al/A DESCRIBE MATL (MIX DESIGN RE RGRADEAMFGR) GENER LCO ACTOR 7i/ Jrea'rici'-f Erde,z: T7! , T DOING R ORTED K T PBf 7c/ lyING 8 TESTING CONSTR. MATL SAMPLES CCL. ___ 4i1oW CONT ACT NO 'JB NO . O 8/i 2 DATE I LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. Includes information about - amounts of material placed or work performed; number, type, and identify numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. 111 /AJp 77 ,dr P'4iM7,-4 4A/i OOZ 456L)/ ____ 2f'r 4Mt Ar kkT .~!06 O 'T1 aTaRJc. ,',J. Pc7 _____ Ihi 75 1J'&z_2 at! aD 1 /g,#J' AA/f IAJtS',4¼7D 4cfL/) ' 541C#TAd f!J.D, 77cJ tJ,4Icr 49 iJe — ____ _L L8 , iii_'5p7z Q271A/ r Pr-e.47c'J ,4,i142 44r1&J6 _7 CO- A,1P. &I AM A55&4 s&/ AT 1C //i5pe7z) ('itJZ)/ T/e7A/ ( k//it125 .AJc' OA/121 7//,5 e cz,,..IFo gMAACC — P'a,js AAII7 ApPL /C$L CwS. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICA- TIONS, 8 APPLICABLE SECTIONS OF THE AGENCY REQUIREMENTS. 7 SIGNATURE 2 F REGISTEPprR. J DATE OF REPORT REGISTER NUMBER a a 444-0 4J(5 (5 (5 I 07 ENGINEERING CHECKLIST Date: /2-28-3I Plan Check No. 89/49 I Project Address: 2Z2 0ct10 5r Project Name:IL'/L5 Field Check Date: By: LEGEND Item Complete Item Incomplete - Needs Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North D arrow, property lines, easements,. existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE___________ 7. Need the following completed prior to building permit issuance: Grading plans signed. Grading permit issued. Grading completed. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED Park-in-Lieu fees required. Quadrant: Fee Per Unit: Total Fee:________ Traffic impact fee required. Fee Per Unit: , Total Fee:m,oJ Bridge and Thoroughfare fee required. Fee Per Unit: ....._- , Total Fee: 410 Public facilities fee required. 0 14. Facilities management fee required. Fee:__________ D 15. Additional EDU's required: np Sewer connection fee:—_----Sewer pif6rit no. 0 16. Sewer lateral required: REMARKS:PLg,Ctñ,2i y_.i?&ir/Fy_IdAT_i _£x/377,ut AAIO_w#r_i.srot 4EO. ,IA, Piici,cx C4'u.. OAITII. 7,l/3 /5 &mAixo wITH. 0. K. to is Date: 2~- 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. * ai U U o - Co PLANNING CHECKLIST 000 Q_ o_ o Plan Check No. 3/9f Address 27A9 Oc,j & Type of Project and Use •_____________________ Zone ,1?-3 Use Allowed? YES NO_____ Setback: Front Ok Side 01< Rear Q Facilities Management Zone / School District: San Dieguito Encinitas Carlsbad K San Marcos Discretionary Action Required YES NO P( Type Environmental Required YES NO ,( Landscape Plan Required YES NO DL Comments Coastal Permit Required YES NO Additional Comments JiE,c Ct601-y IOPIJTIPY hi//147 is iQ 15 7ô. No P(rCk wa & -rs /2ciAsr is a41Fz a4?Af. Kelso Fe, INEW D D a, ai w > > > OK TO ISSU 5T _— DATE ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: 4-1 qq JURISDICTION:I-LSe34-i- PLAN CHECK NO: 55 I7/ SET: PROJECT ADDRESS: /Z1 ai'/J /?i) PROJECT NAME: //)AiiES O APPLICANT (PZiSDICIO []FILE COPY DUPS ODESIGNER 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 L29,with the jurisdiction's building codes when minor deficien- cies identified 56 &'1i-// ,C-L)c'' 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. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction .to return to the applicant contact person. The applicant's copy of the check list has been sent to: ': Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ Date contacted: Telephone #________________ REMARKS:''!ELT- , b-3 0 2-4' Si/-WL.D SF- .7 JCP 8 1! (_/cc;-A/scr) /f(i(iT -f R': p0/3 $.IijtE By:YtO /)L-E;E/Y) Enclosures:____________________ ESGIL CORPORATION El GA El AA El VW 0DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 3/25/61 JURISDICTION: C,7Y C/htS8/1-D PLAN CHECK NO: SET: PROJECT L- PROJECT ADDRESS: z77_1 0C&4n1 ieL PROJECT NAME: APPLICANT FILE COPY UPS DESIGNER E The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. E The plans transmitted herewith will substantially comply with-the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected* and resubmitted for a complete recheck. im The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. Ej 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: JJ L1V) 6 2 •&L C19inJo ao / e,sii, CA LI 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:J-1i--AJ ,//-EL4'7 Date contacted: Telephone #92 /?? REMARKS: By: _SThP Enclosures: ESGIL CORPORATION 3/S Date 3/13 PROJECT ADDRESS:--Z- -7 2-'? 7'' /o TO: 14-L1- M (3Z) 5fl-'P4tJ 24 H I -i t- LC-* RT 4 uiS ? 16--1 3 () ptci F Y iC-iO ~ T1I S frt) Il / ii.) / #Vt U 'i DEF-C- ____ JA)7 LA-TI &-tJ. (i'lo) ) 5ya) ca-u'i 7-0 45h-S6 WELP._:: LAiZ-/ F yIF OR 56 cijN Ec-T/ iv ' U / -a_TZP---6 A7)V'AJC—,L> / &7--S ?Z' AS /4A.I1P& YC4-L-/FO A// #j _____ cp(9A) S / 13C & PV,D6 L,c&1J.E $ / 474'7 friS I C MC--P 4-r&-/ - ). D PE-/" Y 57t)(-;1 Y 4-z,S 5peclFy ?-f-,,-U, S/ts'IA) LOCA-77i) - 1)/J /T. ____ PLAN CORRECTION SKEET Plane Check No. FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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 with. the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 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:-67S C7 / L- COAP To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction On this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan' checker 3//S - Date plan check colcted___________ By, 5Y&J2 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: JURISDICTION: (2f7y i C#4 j ,J3 PLAN CHECK NO: /( I (SET: PROJECT f- PROJECT ADDRESS:' 7-7ZI e2e.ç,f RD PROJECT NAME: boAlas /S IDeA(C APPLICANT FILE COPY UPS DESIGNER fl 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. g The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: JiJ H v1 7 2 j j O' WJ -& 4 V42d8 fl 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 ?ft been completed. Person contacted: J' /ttL11 Date contacted:______________ Telephone *_____________ REMARKS: By: Enclosures:___________________ ESGIL CORPORATION 7UR5OlCfl0N: 6441-156" D*teV2jZ9? ROXCT ADDRESS: 27Z7 3: JiiJ /1.rj 210-11 H / ?fl e6, A)/ AJD-414- r cL'&Er ,.911v) , ffE/s7vD". /4' Vf.t6 S 77 CT7 ,tc SH-A. 7_&_3 6 C4tw16L?1 2 o eaOAADS Pe?, *W6 L -/Z) 77ft i€41L.. V8 C_ 7'frSL& 2-3 q)) cmu ,'i Pi,JD fSe&AJ S -'-. OA) P(-4A16. (L (a:) spipy z7eC-K /V7E,a/flL ____ C41vA) £,-T__/7 E 5,P(.j,1 y4YA)QJ_/'SE.-_F& T SpEc_/,y TCPJO 1 SKYL17u, () / /-" ?7t1C,4 So L-/Q 6CAE SE-1.F CLOSfsIáp F- e ,TT/Icj-'ED s/-/Erc fd€&1 ___ PICE-JIL'L'S Cn'<L/sT '- ____ 27ni .S .tk ______ jy 78 37-,69 -9o, 9 //7, 1g;-z' '7, Ic& /S?, '70 /72 177 /817_qe _ F 8 _tOC-A 7?__-tJ__PuiVS. PLAN CORRECTION SHEET 'ianfDeck No._________________________ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based an 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 with, the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS i) 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: t-/L To facilitate recheckinoppsc Identity1 next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker ZI/7?.313 Date plan check completed 2/? 2 )c* By 11-1 e, FOLLOW For, N LSc-*J - 5i1W CiJ (— CA LC ff Vi D e EIt1/'Ti' oJ SfEEy S-4, _)o mfL.ETF,ILL - FD 1e :57E FA-'E 5H-W C-OLWvAJ Tb 8'E/9L47E - AND BASE P-I'IT& r Fo r,AJC? C-s/J,*JEc7-76-it/S, Cc1\-j FY H-Q4A) ?OSTS 3uppcRr,/J4. C0 >tf4 - - /31_V 4) p5L1&:, i'/1z T ,C4a € Pi,ki311,J ,&,'3A1 /! -46 - v,poerD 5&L&44J s/'6C,p psr S i -) AJo c / 4 S i-I / 77D - , A) tJ ,79/A//,t( £4PkLL -1N47 UlJA1.-&A/T 1R 1 6ti-)C OE Fo)P-, D&S/CA1, 5-i-oi -7s 'L L- 4S pE - ) 6-rgu m 9,A i, CA Lc uLAzt7xvJ-s PLIrAJ S $ftALL B E Y CA-i.-, ,C,(j/ ,- 1-/Ci&1JS&D AJ iJ&E ORj 7EC7- RZ Sf&iJS,E FO1 PE/ C t/. PL&ie V/D& /FD-e,JJA /cE,JSE Ai U 11 & &I. , 17/I-7& &f EXPIKArl - ® 5PECj A- 1 T /J P C71 & is e ecpL),p-e7r-) F i A- - &, ew . Foe- fWJPA77LN VCf7E -tEL 4Er7-6I - ss(. The maximum slope for a fire retardant built I up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. 5/. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Dec r— Sel Specify minimum 1/4 inch per foot roof slope // for drainage or design to support accumulated —' water. Section 3207 ta), Section 2305 (1) and - Section 2511 (d) 6. PCZX- 59 / show f- drains and overflows. Section 3207. 60. Provide skylight details to show compliance, )with Sections 3401 and 5207 or provide I.C.B.0. / approval number. 62' Plastic skylights must be separated from each / other by at least 4 feet. Section 5207 (a) 6. dz. show attic ventilation. Minimum vent area is / 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above nave vents or cornice vents. Show required area and area provided. Section 3205 (c). 6. Provide fireplace construction details or note / construction to be per attached fireplace standard drawing. Chapter 37. 6. show anchored veneer support and connections I attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and 9 wire in horizontal joints. Show height and construction details of all / masonry walls. Chapter 24. 16. Note that cleanout openings shall be provided I at the bottom of all cells to be grout filled in accordance with Table 24-C. Cleanouts shall be sealed before grouting, after inspection. 63. show floor and roof connections to masonry f walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARS 70. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). (i4l1 elements supporting floor above garage, '4.4V including walls supporting floor joists, must U have one-hour fire-resistive protection on the garage side. Section 503 (b) 72. Show 1 3/8" 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. 7. An occupancy separation is not required / between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. -N Show garage framing sections, size of header over garage opening, lateral cross bracing at T plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. &IfDoors may open into the garage only if the loor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any TAU, I water heater, or other device in the garage which may generate a flame or spark. luG Section 508, UPC Section 1310 (a). PXION xjixvS 78. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing — value. Section 2905 (c). /JO?, ALL e y 'J PC f-fJ S. The foundation plan does not comply with the I soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: iiMS (7) 7O4,t nIA6 A*VF, AJAr ç T 4 (Ai1/'ce7 S14)C)V Mt PlAit) 4i Ae 00i) AF7f,,fZ ee"ce?, fl(6-i/S /1-,Z )3,ThT7-&0. 12/16/87 5 30. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 1. 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 soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recommendations 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 accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3 • The foundation excavations, formings and reinforcements comply with the soils report and approved plan." S. Show height of all foundation walls. Chapter 23. 81. Show height of retained earth on all foundation f walls. Chapter 23. 85. 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. a4. Note on plans that wood shall be 6" minimum / above finish grade. Section 2907 (a). 87. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the Street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. Dimension foundation per U.B.C. Table 29A: Floors Footing Supjójted* Stemwai 1 Width Deoth Thickness 1 6" 12" 12" 6" 2 all 15" 18" 7" - D ,.II q t - all aid a a. *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). IY/YCA t Specify size, I.C.B.O. number and manufacturer f of power driven pins. Show edge and and distances and spacing. Section 302 (c). I. If required by structural calculations, show I size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). D93. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 4. Show adequate footings under all bearing walls / and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes / steeper than 1:10. Section 2907 (c). 16. Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. pl. Show pier size, spacing and depth into I undisturbed soil. Table 29-A. / 8. Show minimum underfloor access of 18" x 24". I Section 2516 (c). 99. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. 10. Specify that posts embedded in concrete shall / be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. PRAMMG 14. Show wall bracing. Every exterior wood stud ( wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or /02. equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists ( :.ftcr 12" Cr =re 4n depth rhl be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. Sffclry 12S f k)Pi.t) ,,'r, 12/16/87 6 104. Show blocking at endi and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 104. Show double joists. Floor joists shall be / doubled wider bearing partitions running parallel with the joists. Section 2517 (d) S. Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) S. 116. Show rafter ties. Rafter ties shall be spaced 1 not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 101. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. Section 2517 (h) 5. 14. Show 1/2." minimum clearance between top plate / of interior partitions and bottom chard of trusses. (To ensure loading will be as designed). IO4. Show double top plate with minimum 48" lap / splice. Section 2517 (g) 2. lló. Show nailing will be in compliance with Table 25-Q. 21. Show or note fire stops at the following locations per Section 2516 (1): ae In concealed spaces of stud walls and / partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; / 1b. at all interconnections between concealed ! vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; . In concealed spaces between stair ( stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, ( chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. ll. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 z4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. 113. Studs supporting two floors, a roof and / ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 1l'4. Note on A.I.T.C. Certificate of Compliance for / glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 11. Detail all post-to-beam and post-to-footing / connections and reference the detail to the. plan. Section 2516 (m). Detail shear transfer connections, including ! roof and floor diaphragms, to shear walls.; Section 2513. Specify nail size and spacing for all she.ar walls, floor and roof diaphra. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, 7, K and Section 4713 (d)]. I . Show 3" x 4" or 2" x 6" studs in first story I of three story building. Table 25-R-3. lj9. Provide truss details and truss calculations / for this project. Specify truss identification numbers on the plans. 120. Provide roof framing plan and floor framing / plan. Section 302 (c). 1/1. Provide framing sections through Section 302 (c). 1. Specify all header sizes for opening over 4' I wide. Section 2517 (g) S. 1/3. Provide calculations for main vertical horizontal framing members and post footings. Section. 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Secticn 302 (b). 12/16/87 . 7 I - how on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at 1 Coluzms 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 treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall 1 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. 1 ! 8. Show location of attic access with minimum size 22" x 30". Section 3205. 1/9. Show draft separation for attic areas between / units in a duplex. Section 2516 (f). D3O Specify plywood grade and panel identification index. Table 25-N. 1/1. When roof pitch is less than 3:12, design ridge as a bean. Section 2517 (h). 132. If foundation cripple wall studs are less than lie" high, framing shall be solid blocking. Section 253.7 (g) 4. 13. 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. 114. Show plywood sheathing over exposed eaves, or I other weather exposed areas, is exterior grade. Section 2516 (i). 3/5. Show a weep screed at the foundation plate line I on all exterior stud walls to be stuccoed. Section 4706 (e). 1/6. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 137. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. ,IS. In open bean construction, provide strap ties / across the beans at the ridge support. Section 2501 b). )A)41CAL (UN7704 )PJ1ICAL 00E) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Cq4e. EW 139 Show the size, location and type of all heating and coolinappliances or systems. 140 'Show source of combustion air to furnace, per j Qapter 6, UMC. 141. Every dwelling unit shall be provided with / heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. 142 ow minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Po on plans, "clearances to be per 'manufacturer's listing."• Section $01., UMC. 144 Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. - S Show I.C.3.0. approval number. for prefab fireplace. i4. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC, 147 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC, 148 Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. l. Show details to comply with Section 709. for I furnace under the floor, or Section 710 for roof or outside furnace. O Note on plan: Gas vents and 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. 1p(5 Provide dryer vent to outside. UMC, Section , 1903. 12/16/87 8 All wiring shall comply with the National Electrical Code. l52.Sbow on the plan the amperage of the electrical I service, the location of the service panel and the location of any sub-panels. W4 Show location of all electrical receptacles. Al ItPD Electrical receptacle locations and/or spacing is not adequate in___________________________ l. Show shower stall can accommodate a 30" circle I and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 1EIS! 1XSU1ATI (1IJPL l(. Show details of duplex coomon (party) walls / and floor/ceiling assemblies to achieve a Sound Transmission Class (Sit) rating in walls of 50 decibels and an Impact Insulation Class (EEC) rating on floor/ceiling of 50 decibels. Title 25. i4. Show how penetrations of assemblies for / piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. 1i. Provide insulation in walls and ceiling to f achieve Sit of 50 between garage and living area if garage use is not controlled by resident. Title 25. 1ç6. Permit applications received after June 30, / 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. The new regulations require a properly completed and properly signed Form CF-1R 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. 170 ection 1403(a)1, Title 24, states that Form -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, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such docunents • Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 7 f LSO 115. Show at least one convenience outlet other than / outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen ),3(I counter top(s) Within 6 feet of the kitchen U sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GTE protected. NEC, Art. 210-8. 157 Note electrical system ground to be provided per NEC, Art. 250-81. - PIIMB (uffnim PLTh4BThG CX)DE) 158 Show water heater size, type and location on plans. UPC, Section 1301. 159 Show source for providing combustion air to fuel burning water beater. If wall openings 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 lover twelve inches. UPC, Section 1307. 16g. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section *130* Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 16!3. Note on the plan that hose bibbs and lawn / sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & tJ. I AJ S u (.477 4-i1 AM 5 EC77 MJ. /-s p J4 ' .I2?E1Jr,Fy S i So &u PMtLc - *Ci7( kL,(..S CA O 5 729/88 9 (M)(11 energy items Shown on the plans must be in agreement with the information shown on the properly completed Form Cr 1 172 Specify on the building glans all of the mandatory energy conservation requirements as listed on the enclosure titled, "MAdator1 Enerev Conservation Requirements". Show the make, model and efficiency of the \q)fi.space heating (or cooling) system and provide J heat loss calculations if the output exceeds 45,000 BTU/Hr. 4. 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. - 175. See additional corrections below or at end. CARLSBAD S.F.D. & IUPL OPPLUCKU 6~174. Energy conservation design should be for Zone 7 • See attached energy packages. 177 \Floor drains must have auto-prime (city policy). ,1 t)St) (çi*ote exhaust fans cannot be ductless type (city '47'4policy). If LISE? 17.4. New residential units oust be pre-plumbed for future solar water heating. Note "two roof jacks oust be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). i4. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). I . Incorporate the waterproofing details, on the I attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services sheet 112383. l.. All new residential buildings, including I additions, require a soils report. Please submit two copies. I . Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 16. UBC Adopting Ordinance 8792 requires Fire I Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). I 4. City Ordinance 9792 requires two parking / spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance.. 188 Please see additional corrections, or remarks, on the following page. The City of Carlsbad 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_________________ Y e P Ai.ii) at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: IkTO, stm r S rn & 1— 8 e OF 7ô , 70 EL V,j 70fl S,#r ro ö& CW6 ,'f&/, A76 EC#I. i719/88 20 -- -----------------" ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (639) 560-1408 DATE: 12- 30-,W oiic —flJURISD JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: SET: PROJECT ADDRESS: 9-727 0CC-;qAJ PROJECT NAME: DCAJCt (0c),i-76i) FILE COPY UPS DESIGNER D The plans transmitted herewith have been corrected where necessary, and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check listànd should be, corrected and resubmitted for a complete recheck. / The check list transmitted herewith is the jurisdiction's copy 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. Tl0icant's copy of the check list has been sent to: 7&Z &L C-frfflhlJO ,1eEA #20/ LARd. f Esgil staff did not advise the applicant contact person that U4 plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: YOP+AJ I+&LJY). /2/ 301 Date contacted: Telephone # REMARKS: BY:SYeD AL C EM, ENCL:___________ ESGIL CORPORATION alzo1bg PLAN WN0:______________ JURISDIC: CITY 07 CASBAD 1: 1J L1V 7(,2 t' e,4-,4,AJO M4#w/ PFAJECI MENW. _Z7 Z DC.frcJ FIDM AREA: Bf: PLAN COFaMMOR 9MM! cITY OF CARISMD SIRZE VMOLY AND WFLRE ThIL PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (off. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) - 1985 UMC (eff. 8/28/87) The above regulations apply to . residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be' satisfied before the plans will be in conformance: with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of, the plans does not permit the violation of any, state, county or city law. To smeed un the recheck nrocess note on this list (or a coov) where each correction item has been addressed i.e., elan sheet, snecification. etc. Be sure to enclose the marked uv list when you submit the revised nlans. Date plans received by jurisdiction: Date plans received by Esgil Corporation: /z -o -RR Date initial plan check completed: Applicant contact person: Ia14-)v Ht41 Telephone: IS0: PA ARE ND'Z IN SEQUENCE AS PAGES BVING NO W List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS 10 Please make all corrections on the original tracings tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original " tracings and submit two new sets of prints, and any original plan sets that may have been returned-to you by the jurisdiction, to: The jurisdiction's building department. I. 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. Section 302(a)7. 1(. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be \./ signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned 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 minimum slopes. Section 302(c). Indicate distance from property lines to I proposed building. Section 302(c). Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." ]&. Clearly show if the lower level is a basement I or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance. to the floor above, for story determination. ,4. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). 4. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). 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. 24. 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. 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. 18. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. O,() fLDs f'LA-AJ5 1kL7':UP J ri F &)LISTF IL)4 /riJD /JtJ CDJST1W(rl 90 &J1 p6 S th4P/ 1/4 ,r Al &A) C-'J 75W C77o-#V, 7L4-A.' CH 66.4 ef-,'JA) ôq 6 6 &A) C a,4J Pn1u. 12/16/87 2 R04SIZFS. ucr. V(flLATIOH MW GLAZThG i4. Habitable rooms, other than kitchens, shall I 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 M. 20. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 0.1-21 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). 22. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 21. 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). 24. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall I be less than 710" in any dimension. Section 1207 (c). 34k. Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). ?14. Show ceiling height for laundry rooms, I hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). 2. Dimension on the plans the 30" clear width for I water closet compartments and 24" clearance in front of water closet. Section 511 (a). 29. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 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. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 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 minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. uiS • STAIRWAYS. AND RAILThCS Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). 3$. Required exit doorways shall be not less than 36" in width and not less than 618" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611. 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. 12/16/87 3 Provide stairway and landing details. Section ...J 3306 (b) & (c). 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" minimum. () Minimum headroom is 61 6". c. Minimum width is 36". All handrails per Section 3306 (j), shall / satisfy the following: G Provide handrail for stairways with 4 or.. more risers. (c') Handrail shall be 30" to 34" above the '-' nosing of treads. c. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. tA. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and I minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. /4. Provide spiral stairway details, per Section 3306 (f): . Minimum run is 7 1/2 inches measured at a / point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches . The tread must provide a clear walking I area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. I. Spiral stairways may not be used for required ( exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4I. Provide I.C.B.0. Research Report and number I for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide I 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). 0. Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). . Exterior stairways shall not project into the 149 3 foot setback from the property lines. Section 3306 (n). 50. 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 (in). Ø. Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). 52. Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify asai material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 12/16/87 4 5J. The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. 5/. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot reef slope '.,....J for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 59 Show roof- drains and overflows. Section 3207. 60. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above save vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRr Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Y 6 Note that cleanout openings shall be provided _ at the bottom of all cells to be grout filled in accordance with Table 24-C. Cleanouts shall be sealed before grouting, after inspection. 4J. Show floor and roof connections to masonry ( walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). 0. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). 7. Garages are not permitted to open into a room / used for sleeping purposes. Section 1104. 7A. An occupancy separation is not required / between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header / over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). 74. Provide an 18" raised platform for any PAU, I water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). PUINDATION xiuumIIS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. 6/. 12 ,0. 7(. f5. AJAr ö&J JK-b %iJb/ AJ4 jw) c T A c'tei 7-c -t1 Mt. P1Ai') £/14 4WL oe Do-A) F, ' f7/Z 11/ ,i*J &7?/ TT&D. 12/16/87 5 30. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 81. 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 soils report are properly incorporated into the construction documents (when required by the soil report). 82. The soils report recommendations 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: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." 83. Show height of all fouidation walls.. Chapter 23. 84. Show height of retained earth on all foundation walls. Chapter 23. 85. 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. 86. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). 87. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the Street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. 88. Dimension foundation per U.B.C. Table 29A: Floors . Footing Supported* Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 2!." 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 M. Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and and distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required by calculations, note on plan that hold down anchors must 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 plans stepped footings for slopes steeper than 1:10. Section 2907 (C). 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 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 12116/87 6 Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4713 (d)). Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Provide roof framing plan and floor framing plan. Section 302 (c). Provide framing sections thrbugh 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 run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Section 302 (c). Specify all header sizes for opening over £,' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 12/16/87 7 -. . .. ,-. ,-,... ,.... Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) 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 treated 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. Show location of attic access with minimum size 22" x 30". Section 3205. 129 • Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood grade and panel identification index. Table 25-N. 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. 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 exterior grade.. Section 2516 (i). Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). . .. . . .. ;;•. )4EaANIcAL (uNThoJ4 MECHANICAL a'oE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 139 Show the size, location and type of all heating and cooling appliances or systems. 140 Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with / heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. 142 Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 143 Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. ()Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. 145 Show I.C.B.0. approval number_ for prefab fireplace. 1116. Show access to the attic or underf.loor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 147 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 148 Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. i$. Show details to comply with Section 709 for / furnace under the floor, or Section 710 for roof or outside furnace. 150 Note on plan: Gas vents and 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. -151 Provide dryer vent to outside. UMC, Section 1903. 12/16/87 • 8 115. Show at least one convenience outlet other than / outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 156 Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 157 Note electrical system ground to be provided per NEC, Art. 250-81. 158 Show water heater size, type and location on plans. UPC, Section 1301. 159 Show source for providing combustion air to fuel burning water heater. If wall openings 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. 1. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309* - 161 Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 162 Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 14?3. Note on the plan that hose bibbs and lawn / sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & 14. Show shower stall can accommodate a 30" circle I and has a minimum floor area of 1,024 sq. in. UPC 909 (d). WDISR ThSULAIION (1IJPL1 14g. Show details of duplex common (party) wall:; / and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 16. Show how penetrations of assemblies for / piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. li. Provide insulation in walls and ceiling to f achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. l. Permit applications received after June 30, f 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. - The new regulations require a properly completed and properly signed Form CF-1R 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. 170 Section 1Ie03(a)1, Title 24, states that Form CF-12 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, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 6s7tJ 70 V&,/4 c4-_.,g__ I -i.sO. .TRICAL (NATIONAL ZLB=CAL 0=1 All wiring shall comply with the National Electrical Code. 152. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels.. Show location of all electrical receptacles. AT *PD )51.. Electrical receptacle locations and/or spacing is not adequate in IA) S o tA 77 *i au) 5 E77 MJ /- p A1& 'r CAtCS ' -TD jy Sj F A-u- OtJ Pt42S - p A-LS c.1ui 155 tIIP!ED. 7/29/88 9 171. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 172 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 173 Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Br. j44. 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. , 1 5. See additional corrections below or at and. CARLSBAD S.F.D. & DUMZX--SMTLWIW 17A. Energy conservation design should be for Zone 1 7 . See attached energy packages. 177 Floor drains must have auto-prime (city policy). IF A UP 178 Note exhaust fans cannot be ductless type (city policy). if LISEP - 1. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). iji. All piping for present or future solar water If heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the I attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 1j3. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. l.. All new residential buildings, including / additions, require a soils report. Please submit two copies. 1. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). l '6. UBC Adopting Ordinance 8792 requires Fire I Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). i4. City Ordinance 9792 requires two parking / spaces/unit with clear area of 201x20' i.e. no washing machines, etc. Show compliance. 188 Please see additional corrections, or remarks, on the following page. The City of Carlsbad 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 Esgi]. Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: VkTo/ Stt:& &r S m i i_e af mwA Co-,f S 74/CT4/. P-o ,e' 70 &EVATOP, 1t4d4 II/17 b, S / A fCi F! EL FTE& 7/29/88 10 5- - S.- . . -- - S ... . S., •. S Dates . CITY OF CARLSBAD ...-- - Bldg. Dept. Prepared by 1.cyi I9u?) VALUATION AND PLAN CHECK FEE • Esgil PLAN CHECK NO.- BUILDING. ADDRESS -2-72-' OC*itJ APPLICANT/CONTACT Th141t) flL1v1. PHONE NO._________________ BUILDING OCCUPANCY P- DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE /4-21, fri &J - ?-U1fl d . ___. •1 .. ___ Air Conditioninz Commercial Residential Res. or Comm. Fire SDrinklers Total Value . 77ZJ7b Building Permit Fee $ 94 32. Plan Check Fee S $351 CONMCNTSI iAWkT10-iJ F9J14 Ci M AT6 t I- APF&ICrii&iJ Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET OF______ 12/87 BUILDING PLANCHECK' ENGINEERING CHECKLIST DATE:___________________ ITEM COMPLETE PLANCHECK NO.8g/(091 fv CP ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 272?6j5rpéir S N R X ITEM SELECTED TO D C C C PROJECT ID:W1qu' 9-=,S/ZaaUef jZq,,J'-I6 H H H E E E LEGAL REQUIREMENTS C C C K K K Site Plan pg) 1. Provide a fully dimensioned site plan drawnto scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. iI Ii 1" 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway / with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval ComDliance X 4. No Discretionary approvals were required. Project complies with all Engineering Conditions of Approval for Project No._______________________ 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: Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. Grading is required to access site, create pad or provide for ultimate street improvement. FRM001O.DH OE/29/89 Site access visibility prqblems exist. Provide onsite turnaround or engineered solution to problem. Other:_______________________________________________ Dedication Requirements No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date: By: Improvement Requirements ______•11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City insoector prior to occuoancv. 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. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:__________________________________________ Improvement plans signed, Date: By: FRM001O.DH 08/29/89. 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date_______________ By:_______________ Grading Requirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). 3/S/co No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. Grading Inspector sign off. Date:_ By:_________ Miscellaneous Permits Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. )(20. Industrial Waste Permit is not required. FRMOO1O.DH • • • • 38/29/89 d 4 • 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. Industrial Waste Permit accepted - Date:_ By:_________________ Fees Required Park-in-Lieu Fee Quadrant: Fee per Unit: Total 4423. Traffic Impact Fee Fee Per Unit:______________ Total Fee:________ 24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee:.'Xd /-ee_ Public Facilities Fee required. Facilities Management Fee Zone: I Fee: ____ -*2 7. Sewer Fees Permit No. EDU's 'ko'to 4QJD Fee: 2M 10ew r-28. Sewer Lateral required:_________________________________ Fee:__________________ V REMARKS: k)i#icei wm-L& 6E Cao-jareucreo, $p&.' Fi-&- Jii( 44- LI YY !sn.*-. # 4,; •4'•_. (oi sme 'ig) CI) &CXs IO1i. LOT (Io seEA P) RumA 5Tier -m OC&%. CSHOoi 4ci%p tJ&1.S. Z SOu Thb - ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: - Date:____________ - 01-4- THe L.'JAV £)6l &óf -10 8EiCtt. () h& ILL T) ,j dQ1!d. ()ORAIAARAE)Jj £."IL U/ ,e 67- 4?6U&J S1Cb°E m X&OCH ' FRMOO1O.DH 03/29/89 PLANNING CHECKLIST Plan Check No. — t?f Address 7Z7 CtI'I' (9/s APN: Planner Phone _438-1161 (Name) Type of Project and Use /25,c1i /3'7i4P427t1f Zone Facilities Manament Zone Legend Item Complete © Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified (91J 11 Environmental Review Required: YES _____ NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 00 0 Discretionary Action Required: YES ____ NO _ TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 Coastal: YES ____ NO ____ DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. r4461. at Asainsoal 0 Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: oo o 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. oo o Provide legal description of property. Do o Provide assessor's parcel number. Zoning: 00 Q Setbacks: Front: Required ______ Shown Int. Side: Required - Shown Street Side: Required Shown Rear: Required Shown 00 0 Lot coverage: Required Shown 1113 C3 Height: Required Shown 00 0 Parking: Spaces Required Shown Guest Spaces Required Shown Additional comments 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. Have plans been marked up? YES ______ NO 00 0 Additional Comments OK TO ISSUE DATE . STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Go,mo, CALIFORNIA COASTAL COMMISSION . . •• SAN DIEGO COAST DISTRICT - 1333 CAMINO DEL RIO SOUTH, SUITE 125 . - . .-: • - SAN DIEGO. CA 92108-3520 (61.9) 2979740 . •. ......--1 :- - :- - -: • . - . . - •• - John Helm . •• ..... . . . .. . . . . - 7682 El Camino Real #201 . . Carlsbad, CA 92009 • . - • . --. • - :- •• . .. NOTICE oFACCEPTANCE: . • - •:. • -- .-- Date: April 19, 1989 Applicant: Robert Wailes Document or Plans: Recorded assumption of risk. Submitted in compliance with -Special Condition(s) No(s).1 of Coastal Development Permit No.6-88-582 Material submitted in compliance with said Special Condition(s) of your development permit has been reviewed by the District Director and found to fulfill the requirements of said condition(s). Your submitted material and a copy of this letter have been made a part of the permanent file. Sincerely, . Charles Dam . - District Director • . • • . - By: Paul- Webb -.• - . . . •• : .: (1592N) • •. • STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Goiemor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT Date: Febraury 1 5, 1989 1333 CAMINO DEL RIO SOUTH, SUITE 125 Permit No.: 6-88-582 SAN DIEGO, CA 92108-3520 (619) 297-9740 •• John Helm • 7682 El Camino Real #201 Carlsbad, CA 92009 • PERMIT AUTHORIZATION Applicant: Robert Wailes • • • Please be advised that you are hereby authorized to proceed with development of your project-,.permit number 6-88-582 , which was reported to the Commission on Febraury 10, 1989. • Development of your project is subject tócompliance with all terms and conditions specified in the Administrative Permit which was sent to you on January 10, 1989. Should you have any questions, please contact our office. SOIL TIGPa'IcX S) 0;4110) '') 41 io (ei 2729 OCEAN 'STREET CNSBAD, CMIA PREPARED FOR: John Helm Architect, Incorporated 7682 El Cainino Real, Suite 201 Carlsbad, California 92008 PREPARED BY: Southern California Soil & Testing, Inc. Post Office Box 20627 6280 Riverdale Street San Diego, California 92120 4,S- -C 0 7,:::, 1 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVEROALE ST. SAN DIEGO, CALIF. 92120 • TELE 280-4321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 678 £NTERPRISE ST. ESCONDIDO. CALIF. 92025 • T E L E 746-4544 November 7, 1988 John Helm Architect, Incorporated 7682 El Camino Real, Suite 201 SCS&T 8821169 Carlsbad, California 92008 Report No. 1 SUBJECT: Report of Soil Investigation, Proposed Residential Addition, 2729 Ocean Street, Carlsbad, California. Gentlemen: In accordance with your request, we have performed an investigation of the soil conditions at the subject site. We are presenting herein our findings. SITE DESRIFPR1'1 The project site is a rectangular parcel located adjacent to and west of Ocean Street in the City of Carlsbad. It is bounded by the Pacific Ocean on the west and developed residential lots on the north and south. The site is occupied by a three level, multi-unit residential structure, with the third level being a relatively small studio apartment. Topographically, the site slopes moderately to steeply downward towards the west, with level pad areas adjacent to Ocean Street and beneath the westernmost end of the structure. Overall topographic relief from Ocean Street to the beach level is approximately 100 feet. SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 8821169 November 7, 1988 Page 2 Vegetation on the site consists of typical landscaping in scattered planter areas and a heavy growth of iceplant on the west-facing slope adjacent to the beach front. It is our understanding that it is proposed to expand the third level to • cover the existing second level and to enclose part of the entry area. This construction will utilize existing foundations as well as possible new foundations. The new construction will also include a portion of the existing entry. No grading will be necessary and the construction will consist of standard wood framing. Our field exploration consisted of excavating four hand dug test pits at the locations indicated on the attached plot plan (Plate Number 1). The excavations were logged when made by a member of our geology staff and these logs are presented on Plate Numbers 3 through 6. Disturbed and undisturbed samples were obtained and returned to the laboratory for testing. The subject site is located in the Coastal Plains Physiographic Province of San Diego County and is underlain by Quaternary-age sediments and artifically placed fill. The sediments are marine terrace deposits consisting of medium dense, light to moderately cemented silty fine to medium grained sands. These deposits were encountered in all test pits and in the exposures beneath the structure where crawl spaces exist. The terrace deposits were found to be moderately collapsible when saturated, but to have relatively low settlement characteristics when dry. Fill material, apparently obtained from on-site cuts, was noted in Test Pits Numbers 1 and 2. This material consisted mostly of medium dense fine to medium grained clayey sand and clayey silty sand. SCS&T 8821169 November 7, 1988 Page 3 Laboratory tests were performed in accordance with the American society for Testing Materials (A. S .T.M.) test methods or suggested procedures. These tests included grain size distribution, natural density and moisture content, maximum density and optimum moisture content, direct shear tests, and collapse potential tests. The natural densities are moisture content test results are shown on the test pit logs while the rest of the test results are presented on Plate Numbers 7 and 8. The existing foundations exposed in our excavation were found to extend from 12 to 18 inches below lowest adjacent grade and to have a width of 18 to 24 inches. All footings exposed were founded on the natural terrace deposits. For design purposes, we reconiend that the existing footings be considered to be found 12 inches deep and to have a width of 18 inches. Based on the direct shear test results, on representative samples of the foundation soils, it is our opinion that existing footings may be considered to have an allowable bearing capacity of 1690 pounds per square foot, or 2535 pounds per linear foot. This is based on the following allowable bearing capacity formula which was based on the average strength parameters of the terrace deposits. q = 700 + 570 D + 280 B Where: q = Allowable soil bearing pressure in pounds D = Depth of footing in feet B = Width of footing in feet. Since new loads will be applied to the existing footings, sone settlements causing cosmetic distress in the existing structure may be expected. Such settlenent should not, however, be of sufficient magnitude to cause any structural distress. SCS&T 8821169 November 7, 1988 Page 4 All new footings should be founded at least 24 inches below lost finish grade and should have a minimum width of 12 inches. All new footings should also penetrate the terrace deposits by at least 12 inches and in no case should be founded on the existing fills. New continuous footings should be reinforced with at least one No. 5 bar top and bottom and should be doweled into existing footings where they net. New footings may be designed for an allowable soil bearing pressure of 1459 psf. k'Ls All new on-grade slabs should have a minimum thickness of five inches and should be reinforced with at least No. 3 bars at 24 inches on center. The reinforcing steel should be positioned in the center of the slab and should extend into new footings or be doweled into existing footing. The slab should be underlain by at least four inches of clean coarse sand overlain by a visqueen moisture barrier and another inch of clean sand. All new footing excavations should be observed by the soils engineer to verify that the soils that will support the new footings are as anticipated in the preparation of this report. In conclusion, it is our opinion that the proposed addition may be made if the allowable bearing pressure for the existing footing provided above are not exceeded, and if all new footings are constructed as reconiinded. I t I The recoimendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the SCS&T 8821169 November 7, 1988 Page 5 subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermadiate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site developtent should be brought to the attention of the soils engineer so that he may make modifications if necessary. In addition, this office should be advised of any changes in the project scope or proposed site grading so that it may be determined if the recormendations contained herein are appropriate. This should be verified in writing or modified by a written addendum. If you should have any questions after reviewing this report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOIJI'HERN CALIFORNIA SOIL & TESTING, INC. Charles H. Christian, R.G.E. #00215 ((( No.GEOOO215 EXP. 9-30-89 CP CHC :mw cc: (6) Submitted OF CA (1) SCS&T, Escondido SLOPE VARIES EXISTING 1-2 )I (STORY STRUCTURE Ic _\ I CC 5 100 ! i 7. I EXISTING 3RD EXISTING iow —LEVEL GARAGE P4 PE NEW 2RD' STORY LINE B E LEGEND PIT LOCATION - - RETAINING WALL .EXISTING MASONRY WALL cnôSs SIcTIoN SCALE 1"10' 0 510 20 SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART GROUP SYMBOL TYPICAL NAMES SOIL DESCRIPTION 1. COARSE GRAINED, more than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS More than half of coarse fraction is larger than No. 4 sieve size but smaller than 3". GRAVELS WITH FINES (Appreciable amount of fines) SANDS CLEAN SANDS More than half of coarse fraction is smaller than No. 4 sieve size. SANDS WITH FINES (Appreciable amount of fines) GW Well graded gravels, gravel- sand mixtures, little or no fines. GP Poorly graded gravels, gravel sand mixtures, little or no fines. GM Silty gravels, poorly graded gravel-sand-silt mixtures. GC Clayey gravels, poorly graded gravel-sand, clay mixtures. SW Well graded sand, gravelly sands, little or no fines. SP Poorly graded sands, gravelly sands, little or no fines. SM Silty sands, poorly graded sand and silty mixtures. Sc Clayey sands, poorly graded sand and clay mixtures. II. FINE GRAINED, more than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS ML Liquid Limit CL less than 50 DL SILTS AND CLAYS MH Liquid Limit CH greater than 50 OH HIGHLY ORGANIC SOILS PT Water level at time of excavation or as indicated US - Undisturbed, driven ring sample or tube sample Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plas- ticity. Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. Organic silts and organic silty clays or low plasticity. Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Inorganic clays of high plasticity, fat clays. Organic clays of medium to high plasticity. Peat and other highly organic soils. CK - Undisturbed chunk sample BG - Bulk sample SP - Standard penetration sample SOUTHERN CALIFORNIA SOIL & TESTING, INC. BY: CHC IDATE: 11-0 JOB NUMBER: 8821169 Plate No. 2 'Ii IL z 0 HAND PIT NUMBER I - u. ELEVATION U1 IL IL 'I) - - DESCRIPTION Concrete Slab - SM! FILL, Mixture of CLAYEY SAND Humid 1 - SC SILTY SAND, AND SILTY CLAYEY Moist SAND, Buff to Brown 2 r BAG I DR 3 Wet SM TERRACE DEPOSITS, Dark Oran- Moist ge Brown, SLIGHTLY CLAYEY, SILTY SAND 5_____ I- - U) I - w iZ U)W It 2010 Med i urn Dense 112.2 I 6-9 'I 81 Dense BOTTO?; AT 5 FEET SECTION A — o 0 I wlø a z CONCRETE 4 I - 4"CONCRETE SLAB / . luJ. 100 JU I / -i I SCALE 9( J. HORIZONTAL/VERTICAL I2' ,SOUTHERN CALIFORNIA SOIL & TESTING,INC. 98' LEGEND jTI AREA OF tlil EXCAVATION Oaf ARTIFICIAL FILL Ot TERRACE DEPOSITS SUBSURFACE EXPLORATION LOG LOGGED BY: MF DATE LOGGED: 10-14-88 JOB NUMBER: 8821169 Plate No. 3. z 0 ;:HAND PIT NUMBER 2 W 0 UI — z _Jc (I) z I ..Z — I-C) i u. ELEVATION . ,, C, u Cl) 0 IL >. — o -'a. Ul .4 0 0 o 0 DESCRIPTION - — 2" Flagstone on 2" Concrete Humid Medium SM/5 FILL, Buff CLAYEY SILTY SAND Dense - - SM TERRACE DEPOSITS, Light Red Humid Dense Brown, SILTY SAND With GRAy- 2 EL I CK 111.3 3.3 13 14 5 ... BOTTOM AT 4-5 FEET .1 Bottom of Footing Not En- 1 . countered SECTION B 98 961 ... 4r5j5 At I, E Qt/Af*' at LEGEND EM EXCAVATION At ARTIFICIAL FILL Qt/Af TERRACE DEPOSITS/ARTIFICIAL FILL Ot TERRACE DEPOSITS * ARTIFICIAL FILL SURROUNDING PIPES NO FOOTING ENCOUNTERED SOUTHERN CALIFORNIA SUBSURFACE EXPLORATION LOG SOIL & TESTING,INC. LOGGED BY: MF DATE LOGGED: 10-14-88 JOB NUMBER: 8821169 Plate No. 4 BOTTOM AT 5 FEET 1 0 X A cc iLM, IA 92 go , 88 86 _Jc.) U, HAND PIT NUMBER 3 ELEVATION 0 — DESCRIPTION — Concrete Slab - TERRACE DEPOSITS, Redish 1 - Brown,. FINE SILTY SAND, — Lightly Cemented 2 r I BAG DR 3 4- 5 — - z I— wo IU w WU)co cc —R IU (I) < La IU U (flW 44 IL IL aj 0. J IL 0 cc cc 0 0 Humid Medium Dense EWA SECTION C NCREtE _ - : •.A.. 'SLAB /7) ot - LEGEND at V/LA EXCAVATION Ot TERRACE DEPOSITS -.HAND-AUGER - - -- BORING at ,SOUTHERN CALIFORNIA SOIL & TESTING,INC. SUBSURFACE EXPLORATION LOG LOGGED BY: MF IDATE LOGGEDlOTl4_88 JOB NUMBER:8821159 'late No. 5 . - I- - z ui - au W IZ TO 44 -1 a. IL In 0 00 C.) Dense 104-1 1 1-3 101.8 1-6 z w .0 HAND PIT NUMBER 4 - Us us ELEVATION .j IL (U IL M ca (0 ___________IL 0 0 DESCRIPTION - - SM TERRACE DEPOSITS, Redish Dry • K Brown, Fine to Medium Sand, Moderately Cemented 2 BOTTOM AT 18 INCHES 9,, CRAWL SPACE 2-6' GROUND LEVEL (SOIL) /'j f11 at 91 at LEGEND EXCAVATION at TERRACE DEPOSITS SECTIQND tTO REAR GARAGE WALL 4 101 a z 0 _______ .1 " 51 99 97 , 95 , at at SECTION E -I 4 a z La LOWER 4T a, LEVEL at ,SOUTHERN CALIFORNIA SOIL & TESTINGINC. SUBSURFACE EXPLORATION LOG LOGGED BY: MF IDATELOGGED 10-14-88 JOB NUUBER:8821169 'late No. 6 LABORAWRY isr RESUtEFS Sample Number: P1 @ 21-3' Description: Silty Clayey Sand Maximum Density: 137.8 pcf Optimum MDisture Content: 7.0 percent DiHIr SHEAR 'ir RESULTS Sample Number: P1 @ 2'-3' P3 @ 21-3' Description: Remolded to 90% Undisturbed Angle of Internal Friction: 32 degrees 28 degrees Apparent Cohesion: 100 psf 0 psf Sample Number: Description: Axial Load: Consolidation Before Water Added: After Water Added: P2 @ 2' Brown Silty Sand 2.58 ksf 1.28 % 7.08 % P4 @ 1.5' Fine Medium Sand 2.58 ksf 0.73 % 5.07 % SCS&T 8821169 November 7, 1988 Plate No. 8 >11 Z w I P1@21 31 I w° J 0 C US. Stondoro' Sieves Hy drometer I i N 1 r (Minutes) M I 36" 18 2" I" Y2" 1/40 *10 *o *40 *60 90 80 9 .III m Cl) —I C r z — 33 u ¼ - nz 4 i[IIUHII•II]IIIIii!!UIUHII IU!1I1HUUII1IlIIIIIII • UllIU1UIIHIHUIIIIUhiIHI I1 HIUUI'—IHIIU . • : au ioiui• i uiiiuuuioiuiiiiiiauiia uauut • IIUiIlIUII]IIIIUlUiIUhIIU IU IUMIHP. IIllhIIIIIIllIIIIUIUOHIIIUl I HU IIlMi H • uiI iiiuiiiuiiiiiiiuiuiiiiiimiun i uiuir 'iIuuIuIIouuIuIIguuIumuuoIHo5uIiIuu I HIIUIIII II IlUlUilEllIflIfi 11111 9I Th a iiaiu IlElilUMil uuaiuii uiiuu !fufl!!!ll!U I : !'i I1UIU !hl Fl 70 (100GM.) 50t. 40 ,- '.3 '3 20 10 0 - Groin Size (mm) / P2 2'-3' PARTICLE SIZE LIMITS BOULDER COBBLES -: GRAVEL 1 Coarse SAND SILT OR CLAY J Fine Coarse I Medium I Fine I Iz mi 3m. 3/4 in. No-4 No.10 No.40 No. 200 U. S. STANDARD SIEVE SIZE CERTIFICATION OF COMPLIANCE. .CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to detertiiine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: ~Cabad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 625 North Vulcan Encinitas, CA 92024 (753-6491) Project Applicant: &/,4, t91 APN: Project Address: c2 g,f,$i J 7 ,f RESIDENTIAL: SQ. FT. of living area 7O Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. Prepared By Date -------------------------------------------------------------------------------------- FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other $(SO asedon t VIO sq.ft.@ ' 1. 3 $ based on sq. ft.@ lt~ I ~;~ - ~ 0a , L Title te Residential Fee Levied: Comm/Indust Fee Levied: ç3$4 G&~~ Sc o District Official 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. - EKARLSBAD UNIFIED SCHOOL DISTRICT DCARLSBAD HIGH SCHOOL RECEIPT NO. VALLEY JUNIOR HIGH SCHOOL • 00208 RECEIVED FROM Ui DATE FOR: ej re.- USE OF SCHOOL FACILITIES/RENTALS $ _____________ REIMBURSEMENTS $ t1 C10 - USE OF SCHOOL BUS $ _____________ _______________ _ _ _ _ _ _ $ DAMAGE TO SCHOOL PROPERTY $ $ DAMAGED OR LOST BOOKS $ ____________ INSURANCE $ SALE OF SURPLUS $ TELEPHONE COMMISSIONS $ TOTAL $ 11-70 INCOME f ABATEMENTO ACCOUNTNO.' - ______ -_____ __ RECEIVED CASH D CHECK ACCOUNT NO. - - - - - ACCOUNT NO... _______ - - RECEIVED BY * B U I L D I N G P E R M I T PCR No: PCR90023 01/28/91 10:58 Project No: A8801939 Page 1 of 1 . Development No: Job Address: 2729 OCEAN.ST Str: Fl: Ste: Permit Type: PLAN CHECK REVISION 0576 01/28/91 OO1I .02 Parcel No: 203-140-27-00 • C-rRMt .1500 Valuation: .0 Construction Type: NEW Occupancy Group: . Class Code: Status: ISSUED Description: ADD RETAINING WALLS Applied: 02/15/90 Apr/Issue: 02/15/90 Validated By: DC Appl/Ownr : HELM, JOHN 9421999 .7682 EL -CAMINO REAL #201.. CARLSBAD, CA 92009— . -, OWNER : WAILES, ROBERT (( ['Lic . OWNER *** Fees Required •* i\ & Credits / ( \ Fees: /150.00- Adjustments: . / 00 Total\.Crediis:\ .00 Total Fees: / i'5O0O/" L/.ró'tal P'aynts: \ .00 8a1an6e Due: 150.00 - Fee descriptionj c. Jflt5 . \Fee/Unit Ext fee Data. Plan Check Revision cEee j \ 1c) V .150.00 ir . (___ ' ie(øOOO C" O y . -. - V. . • - FIN4LAr VAL INSP. fl E__. - •.. CLEARANE - CFIV OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION'* City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (519) 438-1161 1. PERMIT TYPE I A J MERCIAL DNEW DTENANT IMPROVEMENT B - 0 INDUSTRIAL [-]NEW DTENANT IMPROVEMENT C DRESIDENTIAL DAPARTMENT DCONDO IQ1NGLE FAMILY DWELLING DADDITION/ALTERATION DDUPLEX DDEMOLITION DRELOCATION OMOBILE HOME DELECTRICAL OPLUMBING DMECHANICAL DPOOL DsPA DRETAINING WALL DSOLAR DOTHER - - - - .. ..r i ,• '1 EST. VAL 1 PLAN CE DEPOSIT___________________________ VALID. BY I DATE I kIF Address z_12_cl 0 -Pst4 T ,,,_,,,ritding or Suite No. - - Nearest Cross Streets LEGAL DESCRIPTION Lot No. Subdivision Now/Number Unit No. Phase No. CHECK BELON IF SUBMITTED: 02 Energy Calcs 02 Structural CaLcs 02 Soils Report Di Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DFSCRIPTION OF WORK L:PlAS - Pb1D r0 PET-rrr sI1.sc Be) - I; BLDG. SO. FTG. # OF STORIES CONTACT PERSON .3Ot*4 l-tEJ-' M?CHrEcX, NAME MIC.1( P.JO(/DUAt.iE 3O'J 4 ADDRESS7 16 'Z EL CJ'c('IINO 1E1'L .2o I C SP%D1 c 8 CITY STATE ZIP CODE DAY TELEPHONE 942 SIGNATURE -. '15 -/ APPLICANT OCONTRACTOR I1AGENT FOR CONTRACTOR DOWNER DAGENT FOR OWNER NAME %AfL-5 4: JAcIL'Tt.4 RP,=U ADDRESS 25 .c%E-Lp, CITY STATE ZIP CODE 0 005 DAY TELEPHONE S. PROPERTY OWNER OWNER []LESSEE []TENANT NAME ADDRESS CITY STATE ZIP CE DAY TELEPHONE CONTRACTOR NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. #_____________ LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial ReLations, or a certificate Of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-BuiLder Declaration: I hereby affirm that I am exempt from the Contractors License Law for the following reason: 0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). o I, as owner of the property, am exclusively contracting with Licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (55001). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES ONo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES DNO IF AllY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS PET OR IS MEETING THE REWIREPEITS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAB AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S SIGNATURE - DOWNER []CONTRACTOR 1-2_7c, . APPROVED WHITE: File YELLOW: Applicant PINK: Finance ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 2-J13/70 . APPLICANT JTU_RISDICTI JURISDICTION: PLAN CHECI< DFILE COPY PLAN CHECK NO: /( SET: _L&_ DUPS PROJECT ADDRESS: 272 . []DESIGNER NAME:"€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. fl The check list transmitted herewith is for your information. The plans are being'hidat Esgil Corp. until corrected plans are submittedf or recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the Applicant contact person. EJ 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. Esgi1 staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone # REMARKS: By:_ Enclosures: ESGIL CORPORATION 0 GA . 11 AA 0 vw C) DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6I9).5601468 O APPLICANT CKER DFILE COPY DU.Ps ODESIGNER DATE: JURISDICTION: clry AL,SA-D PLAN CHECK NO: SET: I/ PROJECT ADDRESS: 21 Ei9-tJ 'T PROJECT NAME:t2/1T tS 5SJ/?filCJj 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 F1 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. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl 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: Jff7) /-/LIG1 Al/i- . &i -ç #201 ••• --i€LfAV. Esgil staff did not 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:Jih'J Hit,v. Date contacted: • Telephone #_______________ REMARKS: • • By: SY C-9 Enclosures:_________________ ESGIL CORPORATION 0 GA 0 AA El VW 0 DM LE -'it. - 04= PVC. Al X) 1 i- O-, 4 P/iPrf) E 77v - 'p JURISDICTION: PROJECT ADDRESS: S711 C-&AJ Si TO: PLAN CORRECTION SHEET Plan Check No. _______________ FOREWORD: PLEASE READ Plan check is limited to teãhñical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nationa 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 with-the cited codes and regulations Per Sec. 30(c), of the Uniform Building Code, the approval of the plans does not permit the violation or any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets thit may have been returned to you b the Jurisdiction,. to: To facilitate rechecking, please identity, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. - Date plans received by plah checker ' TI Date 24i2plan check completed I3) By PV I _I -.-' .:jr ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: CITY &F PLAN CHECK NO: SET: PROJECT ADDRESS: _Z721 cOC---y-if. PROJECT NAME: S r't/c (tT IIJA,,c []APPLICANT ISDICTION <R~~ ~E~ LAN CHBCKER OFILE COPY [-]UPS (3DESIGNER ) fl 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. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans àrè submitted for recheck. E 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 checklist has been sent to: ..Th-t±*j I4-SL.-I%1 MA 72_ CA-ii,,uo &fttl 2/ • •97 Esgil staff did not advise the applicant contact person that plan check has been completed. LI Esgil staff did advise .applicant that the plan check has been completed. Person contacted: '.79#-A) ,4't-'i Date contacted: Telephone #_______________ 0 REMARKS: By: Enclosures:___________________ ESGIL CORPORATION Q-ex--9M- - ;c) 67 )-) —u( - fr / 4)/ /Y) £) 61 &1P77?' F-t' i_/ .-'4S ,.c/rt AJ.47 (i) Isf1F _-i'J,'i.U#'1 7)__L7,4_) o 77 fri__ rb YL-/ s (V I - ft2 4- >PCJ ,z1 Z7 -41-7 - JURISDICTION 1 1) Date PROJECT AD0RESSt7'Y Cei1tJ S' 0: fOtMJ /f-t'i A-i i PLAN CORRECTION SHEET 'Ilan? Check No- FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nationa 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 with. the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the lation of any state, county or city law. A. PLANS - Please make all corrections on the original tracings and submit two.new sets of print., and any original Pkan sets that may have been returned to you by the jurisdictibn, to: To facilitate rechecking, please identity, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plan.. 33 The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plah checker__________ Date I ' plan check completed 1/f By '7T17 ALr&1 /2,1/rig7 Dates Jurisdiction________________ Prepared by: Bldg. Dept. YEz VALUATION AND PLAN CHECK FEE a Esgil PLAN CHECK NO._I'?I BUILDING ADDRESS - 2.72 -*iiJ riQ&&r APPLICANT/CONTACT v PHONE NO.________________ BUILDING OCCUPANCY -&71/J/'J49SDESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE L. / / jP ( Air_Conditioninz Commercial Residential Res. or Comm. F1re Sprinklers @ - Total Value Wüu- r. Fee $_ Plan Check Fee $ $ /.cb COMMENTS SHEET OF______ 12/87