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Home My WebLink About1820 OAK AVE; ; CB880670; Permit0 - USE1ALI' POINT PEN ONLY & PRESS HAROT OF-Ift01.1 hereby affirm that I am licensed under .Section Chapter 9(commencIng..with 49 7000) of Division 3 of the Business —and-Professions Code, and my -license is. in full torcê,'snd effect. - -t ihereby affirm that i am exempt from the Contrac- - License' Law or the following reason (Sec. 1031.5 Bosinéss and Professions Cede: Any city or county which re' ,guites 'a permit to construct, alter, improve, demolish, or .._..repair any structure, prior to its issuance also requires the ap- plicant for such permit to tile a sigh'ed statement that he is licensed pursuant to the' provisiohs 01 the - Contractors License Law (Chapter 9 commencing with Section 7000 ,of., - Division 301 the Business and Professions Cede) or that is en-' empt theretróm and the basis for the'allegeo exemption. 'Any violation 01 Section 7031.5 by an applicant for a permit sob jects the applicant to a civil penalty 01 not more than live hun- dred dollars ($500). - 'I TI. I as owner 01 the properly or m employees with wages cc .as their sole compensation, will do the work. and the siroc- tore is not intended or offered for sale (Sec 7044;' Business I and Professions Code:-.The Contractor's License Law does " not apply tn:an owner 'ol'prnperty who builds or improves thereon and who does such work himself or through his own'; employees,prouidea that such improvements are out intend- W ed or offered for sale.' It, however: the building or improve- Z ment is sold within one year of completion: the Ownerbuilder_ will have the burden of proving that he did not build or im- 0ener'ot the property, am oluiveIy contracting with hcénsed contractors to construct theproject (Sec. 7044..... - Business and rProlessions Cede: The Contractor's License thereon, and who centracts'tor each projects wilh a Z - Law). - -. I') As a homeowner lam mprov ng my home and Ihe 10110w 'a ..ing conditions eoist:,_-.-..,.. .-.-.-. _..,.. The work is beiAg"portormAd prior to sale. 'I have lived 'in my' home lor-'lwelve months. prior Incompletion 01 this work: isa 3. I have not claimed this exemption during the 0 _w- . . --last three years. '., . ''i.• ,.. ,' " )" C.- for this reason S LA •1 - r LI I hereby affirm that I have a certiliCare 01 consent to - - 'slirance, or Scerriliod copy thereof ISeC. 3800. Labor Code) 'POLICYNO, .. - Z -CoMP/V. - ILJ - - ..-,c -- ' Copy is liled wiry the City 4 - ... 0 Certilied Copy is hereby tarnished W -,---- . --.- -- . '- - - - CERTIFICATE OF EXEMPTION FROM U) ,?nris section need not,be completed it the permit Ix • bIer one hundred dollars ($rOa) or 1.551 - - 11c 0 I cerrily that in-the performance 01 the work tar which CC $- this permit is issued. I shall not employ any person in any 0 manner so as to become subject to the Workers' Compen'39 , ,sarinovLaws of California. NOTICE.TO APPLICANT: If. atternaking this Certitkale L Compensation 'provisions of the Labor Code. you moOr rorthwilh Comply with-such provisions or this permit shall - be deemed revoked, . - 1f-t. ;: - • [" 0' lfeby attir that there is a 'construction lending agency for the performance 01 the work for wlrich Ihis per- ol mit is iss'oed (Sec. 3097. Civil Code) - Zi J' '' WI-. Lender's Name - --4- Lender's Address - • / Y CARLSBAD BUILDING DEPARTMENT - - APPLICATION & 2075 Las Palrnas'Dr., Carlsbad, CA 9200,9-1915 (619)438-1161 - - . • '' . '• JOB ADDRESS .-. - - - - , AV, ST.RO, THOMAS BROS NO. DATE 0 APPLICATION JfJo 'exf -0 L.tIeH0 BUSINESS LICENSE U VALUATION PERMIT NUMBER - LOT BLOCK SUBDIVISION -. ASSESSOR PARcEL NO. - - CONTRACTOR 'Z-O- ?J WoW - CONTRACTORS PHONE a ZONE c43 OWNER'S NAME 9 i i i r CONTRACTOR'S ADDRESS J STATE LICENSE NO, BUILDING SO. FOOTAGE 72- 690 , OWNER'S MAILING ADDRESS. --.:-- O DESIGNER - - J - DESIGNER'S PHONE -. -- . - ,, - -F I ti DESCRIP I OF 0 , . , - ' to L*' Oe C DESIGNER'S ADDRESS STATE LICENSE NO. - - -6952 05/ P"9 0001 Qio2 - • ¶'Ot'ox IOH / fl76ëf H' Pldftit - H8 77.0 F/P FLR ELEV. I' NO - - - • -. -' I ' 'STORIES OCCG? EDU 'f' ' , "•' - ,'- -- -• ' '' YO NO . -- /' -' - CENSUS TRACT PARKING SPACE RES UNITS ' GRADING PERMIT ISSUED REDEVELOPMENT AREA - ' TYPE CQ / DEC LOAD FIRE SPR prove for the purpose of sale). N 0 N Plot Valid Unless Machine Certified Not -_VIt/ N QTY '- PLUMBING PERMIT ISSUE OTY MECHANICAL PERMIT ISSUE - ---..-,---SUMMARY/ACCOUNT-NUMBER-- - - - E LaA does not apply loan owner 01 proerty who builds or im -' covtiacter(u( 'license pursiianl in the Contractor's License __________________________________________________________________ 7t EACH_FIXTURE_TRAP '',. _ INSTALL _FURN_DUCTSuPTO_100_000BTU BUILDING PERMIT 001 8)00000 8220 o -,.---•' -,- - / EACH BUILDING SEWER u' OVER 100,000 BTU SIGN PERMIT 001-810-00-00-8221 /- '- ..EACH .WATER'HEATERAND/OR VENT - BOILCOMPRESSORUPTO3 HP- -_-_- - -'---- --- -PLAN - '- -- 001-810-00-00-8891 - -- .,I. 'EACHGS'SYSTEMl'TO,dO.UTLETS ,-_- - - 8OIL(B)MPRESSOR3-15HP _I '• -TOTAL PLUMBING 001-810-00-008222 - — EACH GAS SYSTEM 5ORM ORE. - _- 2, METALF1P_-___.- _' - - ELECTRICAL 001-810-00-00-8223 a lam exempt order Sect""_' ' - B & P.C. VENTANSI_LIK •4 i'--- -'- - - - -- - -MECHANICAL' __'001-810-00-00-8224 2_. EACH VACUUM BREAKER :i _-' ' _. . MEAUSTITD'_TS ' ,-- MOBILEHOME -001-81000-00-8225 - EACH INSTAL.. ALTER .REPAIR WATER PIPE-----'---.-. WATER SOFTNER!' i ELOCATIWtFEAFUR_/_EATER SOLAR ___001_81000008226 ,.•- ' _______________________________ EACH ROOF DRAIN (INSIDE).e-" f#VT _'-I - - STRONGMOTION _____880_519_92_33 - -_1_'7900 - -self-insure. or a certificate or Workers' Cnrrrpensation in. '•''0 --'"-"----'.2 ,,- - •o r -4 ECHIAWCAL FIRESPRINKLERS 001-810-00-00-8227 TOTALPLUM8INi.---' . PUPL!c.APLLJJ(ESFEE _32Q.1000008740 li' "P 0 \ - OTY. MO E SETUP - BRIDGE FEE 360 810 00 00 8740 -'--.— PARK-IN-LIEU (AREA CITY. --' - tISSUE ELECTRICALPERMIT . - - - • NEW CONST LA AMP SW1 BKR ' CAR PORT 'T'r___-I TIF$ __31281000008835 3PH AWNING ____ LA COSTA TIF " ill 810 00 00 8835 i1F y WORKERS' COMPENSATION INSURANCE EXIST BLDG LA AMP/SWT BKR GARAGE _4, k' " IFMF r--- - 1-)H. _-.,-- _•,_PH _"' - .- - . . . '• . ' - ' r'--, -_-_ - REMODEL _ALTIRPER_CIR5UIT__. MFF 8805199257 - TE0__POLE_200_AMPS _ OVER 200AMPS -'.01 Exemption you should become subject to the Workers',, TEMP OCCUPANCY (30 DAYS) — 'CREDITDEPOSIT TOTAL F-Ltd RICPL ' -- - . I - , •'• ' ' - - TOTAL.J_,_. -u-- - ---------.t'-T•OTALFEESpAyABLE - n - - " a .Ju r - I HAVE CAREFULLY EXAMINED TIRECOMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official Under the provisions of this * AN 054-IA PE:T IS REQUIRED FOR EXCAVATIONS OVER C de shall CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE ire limitation and become null and void If the auothorized by Such permit is not commenced within 180 days from the of work such 50' DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit or if the building or work authorized by Such permit issuspendedor GOVERNING BUILDING CON STRUCTURES OVER 3 STORIES IN HEIGHT • .- ISSUED: ,TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS abandoned SI any time after the work is commenced for a period STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AP T'NATu1E OWNER 0 of180days. CONTRACTOR APPrO\ED'Bv . -DA TEJ -' -EXPENSES WHICH-MAY IN ANY GRANTINGOFTHISPERMIT.WAYACCRUEAGAINSTSAIDCITYINCONSEQUENCEOFTHE BY F, (jjg(J7 APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. -- a) 0,) TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUN ITE OR GROUT SUB FRAME E FLOOR D CLING SHEATHING ,ç'OOF SHEAR FRAME or EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL b' PLUMBING _ ________ —EWER 7'S'AND BL/CO 0--PL/CO -zY UNDERGROUND VASTE El-WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST 0 WATER HEATER 0 SOLAR WATER ELECTRICAL 0 ELECTRIC UNDERGROUND I-t1FFER ROUGH ELECTRIC I 0 ELECTRIC SERVICE 0 TEMPORARY 0 BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS (?—/ VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN-ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL 11 PLUMBING ELECTRICAL MECHANICAL UP GAS BUILDING SPECIAL CONDITIONS : FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES - INSPECTION REO. IF CHECKED ISPPPERcJRS DATE 111WN SOILS COMPLIANCE PRIOR TO FOUNDATION I NSP 'h cj,tøu* (-i. b1 ..ç,, STRUCTURAL CONCRETE OVER 2000 PSI L Ls PRESTRESSED CONCRETE C (..OWAAL POST I TENSIONED TENSIONED CONCA ETE I FIELD WELDING HIGH STRENGTH j SPECIAL MASONRY PILES CAISSONS CASHIER'S VALIDATION Qtitg uIQlarhibab 6952 05/16/89 0001 01 0 SEWER PERMIT APPLICATION sanitn 1940 rr SEWE PERMIT NUMBER: SE APPLICANT TO FILL. IN SHADED AREA . BUILDING PLAN CHECK NUMBER PC BUILDING TYPE: BUILDING ADDRESS; NUMBER OF EDU!S: CALCULATIONS I . OWNER MAILING ADDRESS: .. •• . • •. A Wü''r CONTRACTOR MAILING ADDRESS: ' L1 . .. -,- - ,I I 5 k• -, - LEGAL DESCRIPTION:. 4 I_•._ CONNECTION FEE -- COST PER UNIT. -/J - x.NO. UNITS - - •H • LATERAL CHARGE:* . • .• 'ti - . I . / - TOTAL CHARGES:. i PREPARED BY 7-/ ASSESSORS PARCEL NUMBER _______________________ -. • . . . .•• - - S (PRINTED NAME) . •-• COMMENTS: • • I - • - :. - . - DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA92009-4859 , ) 'V (619)438116t '. MISCELLANEOUS FEE RECEIPT Applicant PIeasé Print And Fill In Shaded Area Only -- JOB \ i /:__(_/: - - ADDRESS 0 OP K f\VE '\) 'i ' • " - PLAN ID NO ASSESSOR'S PARCEL NO.' OWNERS 0 )C O4r) MAILING ADDRESS 0004 05/24 0101 OSliisc ?25-00 CIL L9 1W CITY 3 ft ZIP CA TEL 77 43 VALIDATION AREA CONTRACTOR ESTMATED VALUATION 2 3 2 0018100000-S81• CONTRACTOR'S MAILING PLAN CHECK FEE ADDRESS THE APFLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY C4\ LS' p'1ZIP C4 1-Eq. ad 'tt 41F WILL BE FORFEITED. ' ij STATE BUSINESS LICENSE NO. LICENSE NO SUBDIVISION LOT(S) 4 LEGAL DESCRIPTION PfcRC-E L o os /CHECK IF SUBMITTED A -L 2 ENERGY CALCS .2 1987 ENERGY CALCS FOR_NON_RESIDENTIAL BLDGS DESCRIPTION OF WORK •f 2 STRUCTURAL CALCS 2S01L5 REPORTS 33 c1-i 2 SELF ADDRESSED ENVELOPES 72z DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON fl LA COSTA LETTER ADDRESS _.* .. : - SCHOOL FEE FORM CITYCq ft ,ZlP C.fj- TEL7? ..1 g j. P & ECORRECTIONS LIST CERTIFICATE OF OCCUPANCY .APPLICANT'S SIGNATURE DATE s7/ White File Yellow Applicant * Pink Finance Gold Assessor - ..- -- - . - '- •,. ' "I,: - - -.' CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB880670 FOR 03/26/90 INSPECTOR AREA MP' DESCRIPTION: 3388 SF PLUS 725 SF GARAGE PLPJINCK# CB880670, 310 SF DECK 0CC GRP TYPE: SFD CONSTR. TYPE NEW,- JOB ADDRESS: 1820 OAK AV STR: FL: STE: APPLICANT: WORTHING, BROOKS PHONE: 7293965 CONTRACTOR: WORTHING B A INC PHONE: OWNER: PHONE: I REMARKS: T3/MH/LISA/729-3965 INSPECTOR SPECIAL INSTRUCT: - TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final EleOtrical - 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 031990 Final Colitho NR MP 101189 Exterior Lath/Drywall AP MP APPROVED ON 1077-89 100689 Interior Lath/Drywall AP MP • 092789 Sewer/Water Service AP MP 092689 Insulation AP MP 091989 Gas/Test/Repairs DN JR. 091989 Rough Combo •' - AP JR FINAL BUILDING INSPECTION 0 0 PLAN CHECK NUMBER 880670 DATE PROJECT NAME: 0 0 ADDRESS 1820 Oak n. AveUe / .. 3-15-90 PROJECT NO _______________ UNIT NUMBER I PHASE NO TYPE .OF UNIT: SFD NUMBER OF UI1ITS 0 •. CONTACT PERSON Larry 1 CONTACT TELEPHONE 729-3965' 0 , , 0 •': •. ': Bldg., Eng. Util, 0 Water, Plan INSPECTED DATE - MAR. 29 1990 L 'INSPECTED: APPROVED DISAPPROVED 0 0 INSPECTED 0 DATE ., ' ' 0 '0 . 0 0 0 - : BY: 0 0 INSPECTED: 0 0 0 0 0 APPROVED _____ DISAPPROVED. INSPECTED DATE 0 0 BY: ._0 00 INSPECTED:' " '. APPROVED .DISAPPROVED 0 0 0 0 0 0 0 0 , . ,,• 0 0 : ' 0 0 0 0 ,, '0'. 0 ' '0 ' 0 0 0 0 0 CTIUb2.iW1C Wr, IU1 ":. •' 0 ,; ,, 0 0 Engineering Dep&tmeflt COMMENTS (619) 438-337 MUNICIPALWATER DISTRICT 0 , 0 . 0 ' '' 0 ,,,•• 0, 0 00 , . 0 , 0 , 0 •0 0 . ' 0 ....4 -I ..........41. ,•10o . 0 ;;_ y' .••'" / I /1 Rev. 1/860 WHITE: Suspene BLUE: Water District Engineering CANARY: ,GREEN: Utilities Planhing -PINK: 0 .GqLplre O 00 .0' . 0 , • 0 0 0 0 '0 , 0 •-'•"I' 0 -' • 1 . ,' , - 0 • j!4. - • f4,, I 1 — FINAL BUILDINGINSPECTION PLA CHECK NUMBER 880670 'N DATE 3-15-90 PROJECT NAME ADDRESS 1820 Oak Avenue PROJECT NO.: _________________ UNIT NUMBER: . PHASE NO.: . . . .. SF0 TYPE OF UNIT: •. . NUMBER OF UNITS: CONTACT PERSON Larry CONTACT TELEPHONE 729 3965 .1. . •. . - - Bldg,UtiL Water, Plan -. . . . INSPECTED DATE BY: . . . INSPECTED:- __________. APPROVED .7 DISAPPROVED _____ . FINAL BUILDING INSPECTION 880670 . 3-15-90 PLAN CHECK NUMBER: . . . . DATE: PROJECT NAME: . . . . . . . ••. •. . . 1820'. Oak Avenue . . •; . •.. ADDRESS PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO TYPE OF UNIT SED NUMBER OF UNITS CONTACT PERSON Lat ry CONTACT TELEPHONE 1293965 BkJ, t.ng. Wit, Water, Plati IN SPECTED DATE APPROVED _____ DISAPPROVED INSPECTED DATE INSPECTED ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY _______________________ INSPECTED ___________ APPROVED ______ DISAPPROVED COMMENTS . . ..................................................................... - •• • . • . • •: •. . • • Rev.,1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire . " BUILDING INSPECTION . PLAN CHECK NUMBER:, 880.670. , .' ' . 3-15-90 C- . . . DATE: PROJECT NAME: ' . . 1820 ADDRESS: Oak Avenue c. , S PROJECT NO UNIT NUMBER _________________ PHASE NO TYPE OF UNIT: SFD S. NUMBER OF UNITS: CONTACT PERSON: Larry S • . CONTACT TELEPHONE 7293965 .Bldg, Eng. Util, Water, Plan . . . INS DATE BY: INSPECTED: APPROVED _____ DISAPPROVED INSPECTED — . . DATE. . • . . BY: .__. INSPECTED:'' APPROVED ______ DISAPPROVED INSPECTED: , . • ,. bATE •'. , •• S •'• ' ••• , . . S .. • S. BY: • '' . . INSPECTED: APPROVED - DISAPPROVED COMMENTS: S. .. • .• : - * S • • S,, . S ' SS • S . ....5 • . . .. Rev. 1/86 WHITE Suspense BLUE Water District GREEN EngIneering CANARY Utilities PINK Planning GOLD Fire — I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 1 . REMARKS: DATE: ' '.,' "1 ' . APPLICANT ' ". ICTIO] JURISDICTION: 554.2? '.. •• •: •.. '• " OFILE COPY PLAN CHECK NO: SET: UP S •: .' :. ODESIGNER PROJECT' ADDRESS:: /g&,o /21A Y424 PROJECT NAME C. U' 'TIe plan,s transmitted herewith have • been corrected where necessary and substantially comply with the jurisdiction's building codes. R The plans transmitted heewith will substantially comply' with the. jurisdiction's-building codes when minordeficien- "Tcies 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 iecheck .. U The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck U Theappiicant,s•copy of the check list-is enclosed for the jurisdiction to return to the applicant contact person El 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. '. U Esgil staff did. advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: ' ' Telephone #_______________ •'• '.• By:5,i/c 4 ' Enclosures:____________________ ESGI1ORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: S APPLICANT TiON JURISDICTION:HECKER - DFILE COPY PLAN CHECK NO '?S /?7 SET []UPS DDESIGNER PROJECT ADDRESS:•/7/,4 'J7/j PROJECT NAME E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl 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 t,raiismitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.' 16- 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: 11 0 Esgil staff did not advise the applicant contact person that plan check has been 'completed. Esgil staff did advise' applicant that the plan 'check has been completed. Person contacted: Date contacted: Telephone # REMARKS: By- /' 4:-% Enclosures: ESORPOATION WON Mom -- 11111 -y- Ap *r 0-010 M111161 NO, M141 M410-P heuiiroiii'.r---- - JURISDICT ION RO.DE CT ADDRESS: - .- - PLAN CORRECTION SHEET `lane 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 cor:ectlons 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 C.02TiOF4 c3O t7a, &,ir cz: 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 plan checker_ 7A 5 ___________ Date &17pian cteck completed____________ By 4 - '.. S S - ESGIL CORPORATION -: 9320 CHESAPEAKE DR.. SUITE 208: SAN DIEGO.CA92123 (619)560-1468 -S DATE 'Z2'S - 0 APPLICANT S -T$TION "'PLAN JURISDICTION: CITY .OE CARLSBAD CHECKER DFILE COPY PLAN CHECK NO: 7f7 SET :'7 0 Ups - 0 DESIGNER PROJECT ADDRESS: /77 (i 'iti,j '• '' PROJECT NANE: 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 significarft deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The checklist transmitted hèrewithis'the jurisdiction' copy for your information. The plans are being held at Esgil Corp. until corrected, ,l ans are submitted- for. recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's'copyof. thecheck 'list has been sent to: " - - c5'7 /3 e7AC A057 2 .z- . S. Esgil staff did not'ãdvise theapplicant contactlperson that S plan:check has been comp]eted. '--S S • - - .5 5 - - 5' - - - S S Esgil staff did, 'advise applicant that the plan check has • been completed. S Date contacted:: ' Telephone' #r-965 - - REMARKS: ENCL BY 4 J S f -Ic 1z 3 5 - S ESGIL"CORPORATION ,- S • • -5. 5 - 5 . 5 S algipip,- JURISDION:- CITY OF CARLSMD PIZASE 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. e plan check is based on regulation forced 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 (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The I 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 UniformBuilding Code, the appràval of the plans does not permit the violation of any state, county , or city law. - - -- To speed up the recheck process, note on this list - . (or a copy) where each correction item has been PLAN QcxI( 'eur addressed-i.e., plan sheet specification etc Be CITY OF CARLSBAD sure to enclose the marked up list when you submit SIE FAMILY AND INJPLU JNJLIMS the revised plans Date plans received by jurisdiction 4M6 Date plans received by Esgi]. Corporation: • - -- -, •• - - • - Date initial plan check completed By Applicant contact person k4ephone 7.9c3 9&5 PAGE ROMMM ARK NOT IN si.z AS PAMS RAVING NO - ThG - List No 63, Carlsbad Single Family Dwelling and Duplex With All Supplements (1985 UBC) 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: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619),560-1468. 02- 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. ,03- 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. 04- All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 5. 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). 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title UMC and UPC anji 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). Iidicate distance from property, lines to. 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." >e Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE PRC1ITI0N 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 11000 square feet on any floor. (Table 5-A, Section 1709 (a)). } 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 501+ (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 17 0. 0 16.16. location of permanently wired smoke 1~ctor, centrally located in corridor or area giving access, to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 4. 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. 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. 12/16/81 ' - ' ' 2 ROCII sizss. u. vmnAnoN AND mAzING Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). .e< Window area must be at le.ast1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 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)). 4. 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). 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). 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 be less than 710" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 71 6". Section 1207(a). Show ceiling height for laundry rooms, hallways, corridors,and bathrooms is a minimum of 710". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 214" clearance in front of water close-t. Section 511 (a). co r- ttee,4 in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. -pOkL . I.,39) 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. ,d. Sleeping' rooms shall have a window or exterior - 'door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable' area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. p4. A mezzanine is an intermediate flor and may not have a floor area exceeding 33 1/3 percent ofthe 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, astory. Section 1716. 1XITS. STAIRWAYS, AND RAfl1NGS Floors' above the second story shall have not less than 2 exits. , Occupied roofs may have one exit if such occupied area are less than 500 square feet and located no higher than immediately above 'the,second story. Section 3303 (a). ,4. Required exit doorways shall be not less than f 36" in width and not 'less than 6'8" 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 tothe top rail. Table 23-B. 12/16/87 '• ' ' ' ' ' - 3 39. Provide stairway and landing details. Section Spiral stairways may not be used for required 3306 (b) & (c). 4Ou rJ-1%-j 0 U PLA NO& exits when the area served is greater than 400 ft. Section 3306 (f). (H.JCLL.'PE a ?1aximum rise is 7" and minimunfrun is 11". sq. When the stairs serves less than 10 Provide I.C.B.0. Research Report and number occupants, or serves an unoccupied roof, I for metal stairway, or submit plans and rise may be 8" maximum and run 9" minimum, calculations and approved fabricator registered with the building department or b Minimum headroom is 66". - note that the stairway fabrication plans shall be submitted to and, approved by the building Minimum width is 361!. 'official prior to installation. All handrails per Section 3306 (j), shall ' In buildings over 2 stories in height, provide satisfy the following: 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within Provide handrail for stairways with 4 or 10 feet horizontally of an exterior stairway. more risers. ' - ' , An exit balcony, with 2 separated stairways is -.JO 3 r. 'E'.Ai ,5T4(Ic5. exempt. Section 3306 (1). b. Handrail shall be 30" to 34" above the nosing of treads. ' ' '. Openings in exterior walls below o within 10 ' feet, measured horizontally, of an exterior The handgrip portion of handrail shall' be stair shall be protected by self-closing fire not less than 1 1/4" nor more than 2" in . assemblies having a three-fourths-hour fire cross-sectional dimension. ' ' protection rating when 'the stair serves a oiI-jrio.j.S floor level having openings in two or more floors below it. An exit with ' 41 Every stairway landing shall have a dimension, balcony two measured in the direction of travel, at least separated stairways is exempt. equal to the stairway width. Such dimension , Section 3306 (1). need not exceed 36 inches. Section 3306 (g), - 3304 (i). ' . , )A. Exterior stairways shall not project into' the 3 foot setback from the property lines. )i. A door may open inward at the top- step of a , Section 3306 (n). stairway provided the top step is not more than 7 ' - 7 1/211. lower than the floor level. Section, 50 'The walls and soffits of the enclosed usable ' 3304 (h). ' ' space under interior stairs shall be protected - . Provide details of winding stairway'complying ' ' on the enclosed side as required for one-hour fire-resistive construction. Section 3306 ' with Section 3306 (d): ' , , - (in). - Minimum tread is 6 inches at any point and )(. Within units, show that corridors have a ' minimum 9 inches at a point 12 inches from , ( minimum width of 36 inches. Section 3305 (b). 'where the treads are narrowest. - ' Maximum rise is 8 inches. " ' ROoFThG U ° 1 1 - •i Ii o 4 h c cV GQ \ ' 4 7 ' .All 52 roof slope. (I) / Minimum width is 36 inches. ., ' Roof slope is not adequate for roof type Provide spiral stairway details, per Section - specified. Table 32-B; Section 3203 (h). 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Specify roof material and application. Maximum rise is 9 1/2 'inches. - , - ' '. Chapter 32. Minimum headroom is 6 feet 6 inches Specify I C B 0 or U L approval number for roof materials not covered in U.B.C., e.g., The tread must provide a clear'walking ( - tile, etc. Section 107. - area measuring at least 26 inches from the '. outer edge of the supporting column to the ' • inner edge of the handrail 4 12/16/87 J Show a minimum 2" air space and flashing between planter and building .a1ls. Section 2516 Cc 7. GARAGE A CARS 70. Garage requires one-hour fire protection on the garage side of walls' and ceiling common to ' Specify minimum 1/4 inch per foot roof slope the dwelling. Table 5-B, Section 503 (d). for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and ' All elements supporting floor above garage, Section 2511 (d) 6. including walls supporting floor joists, must have one-hour fire-resistive protection on the Show roof drains and overflows. Section 3207. garage side.. Section 503 (b) D. Provide skylight details to, show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated. from each other by at least 4 feet. Section 5207 (a) 6. 62 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 eáve'vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY 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)]. and Section 2515 (a).. Show ties and #9 wire in horizontal joints. ' ,Ø'. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings . shall, be provided atthe bottom of. all cells to be grout filled ____ in accordance with Table 24-G. ' Cleanouts shall be sealed before grouting, after inspection. 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 , 68. 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). 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. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in12 inches.. Section 3203 (e) 3. 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. Sectioh 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 Iz +(2. 'cZ'ci ) (2. IC 75. Show garkge 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). Provide an 18" raised platform for any FAU, water heater, or Other device in the garage which may generate a. flame or spark. UMC Section 508, UPC Section' 1310 (a). FOUNDATION uiic?2(TS 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: __'All-I / r-44 k c'17/Oi LA -- LWtC4- 12/16/87 ' . ' .. ' . ' ' . 5 87? Show foundation. sills to be pressure treated, or equal. ecton 2516 (c) 3. ison 4Cc/CO'/i7e77Z ~90~.Show foundation bolt size and spacing. ction 2907 (f). Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c), 92 If required by 5dt' ra1 calculations, show size, imbedmenf location of hold down anchors on toundation 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). 95. 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. p(. Show height of retained earth on all foundation Show pier size, spacing and depth into walls. chapter 23. undisturbed soil. Table 29-A. If cut or fill slopes exist, show distance of 98. Show minimum underfloor access of 18" x 24". foundation to edge of cut or fill slopes and Section 2516 (c). show steepness and heights of cuts lls. cpter 29, 99 Show minimum underfloor ventilation equal to 1 4 sq. ft. for each 150 sq. ft. of underfloor 86 Note on glans that Po s 1 be minimum area. Openings shall be as close to corners above finish grade. Section 2907 (a). as practicable and shall provide cross - ventilation on at least two approximately 87 Note on plans that surface water -will drain opposite sides. Section. 2516 (c) 6. away from building and show drainage pattern and key elevations. On graded sites, the top 190. Specify that posts embedded in concrete shall of any exterior foundation shall extend above ' be pressure treated per. UBC Std. No. 25-12. the street gutter at point of discharge or the Section 2516 (c) 1. inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), .2907 (d) S. Dimension foundation per U.B.C. Table 29A: Floors . Footing Supported* Stemwall Width Depth Thickness 1 6" 1211 .12" 6" 2 8" 15" 18" 7" 3 10" - 18" 26" 8" *Foundations may - support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 080 Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. '. Provide a letter from the soils engineer " confirming that the foundation plan, grading plan and specifications have been reviewed and that it' has been determined that the 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: The building pad was prepared in accordance with the soils report, 1. The utility trenches have been properly backfilled and compacted, and The foundation• excavations, - formings and reinforcements comply with the soils report and approved plan." X. Show height of all foundation walls. chapter 23. 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 6 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 (Ii), 2517 (a) 6. 12/16/87 - - . - 6 ,0103 Show blocking at ends and at supports of floor joists i i 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 q not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 517 ;th4 rr Uo cr rel rz V4rafter pu.n braces to be not less than egrees to the horizontal. JVornfinei Section 2517 (h) 5. Show 1/2" minimum clearance between top, plate of interior partitions .,and bottom cbord'of trusses. (To ' ensure loading will be as designed). ' 09 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 locatión.s per Section 2516 (f): In concealed spaces of stud walls and partitions, including 'furred spaces, at the ceiling and -floor levels and at 10' - foot intervals along the length of the wall; at all interconnections between concealed vertical and horizontal spaces such as occur at soff its,, 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 d. in openings around vents, pips, ducts, chimneys, fireplaces and similar openings. which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 112 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. lIe', 2 x 6 max. 20'. Table 25-R-3. /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 onA.I.T.C. Certificate of.Compliance for glued laminated wood-members shall be given to the building ,inspector prior to installation. Section 306Af). ' I 4crI r o1 115 Detail all post-to-beam and post-to-footing 3~connections and reference the- detail to the plan. Section 2516 W_ )/6. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 251.3— 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 (4)]. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. '119. Provide truss details and truss calculations for this project. Specify truss identificat numbers on .the plans. iop I 'i C+ 120 Provide roof framins plan and floor framing plan. Section 30 c). Provide framing sections through 0 çvt., I Section 302(c). - Specify all header sizes for opening over 4' wide. Section 2517 (g) S. - Provide calculations for main. vertical and - horizontal framing members and -post footings. Section 302 (b). 124., Provide calculations for'lateral loads, shear panels, shear transfer and related. Section - 302 (b). Detail truss layout for 30" x 30" attic access,. if required for equipment in the attic. , 7' 6 137 Ridges, hips,' and valleys-shall be at least one'7 ) size larger than supported rafters. SectionJ'.f 2517 (h) 3. In open beam construction, provide strap -ties i' across the beams at the ridge support. Section' 2501 (b). 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) 0127 Individual concre o nry 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) Le 28 Show location of attic access with minimum size 22" x 301". Section 3205. 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 I solid blocking. Section 2517 (g) 4. V 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. A. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. - Section 2516 (i). V V () Show a weep screed at the foundation plate line' on all exterior stud walls to be stuccoed. Section 4706 (e). All heating, ventilating, and cooling systems and appliances shall comply wiçh the Uniform Mechanical rShow the size, location and type of all heating and cooling appliances or systems. 1 '. Show source of combustion air to furnace,'per Chapter 6, UMC. 3J4. 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. Show, minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. () 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. 0 145 Show I.C.B.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be' minimum 30 inches by 30 inches., Section 708 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sectiön 708 UMC. 1 19. Show details to comply with Section 709 for I 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. 15 Provide dryer vent to outside. UMC, Section 1903. V 125. Show on the plans developed in the Section 302 (c). end.) all structural requirements structural calculations. (See comments below or at 12/16/87 - - - - 9 g..EcrRIcAL (NAn0iL ELECMICAL cfloE) All wiring shall comply withthe National Electrical Code. i(. 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. Electrical receptacle locations and/or spacing is not adequate in_____________________________ iy. Show at least one convenience outlet other than / outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. S 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. () Note electrical system ground to be provided per NEC, Art. 250-81. PLUMBING (UNIFORM PLTh4BING TOE) - 58 Show water heater- size, type and logtion on plans. UPC, Section 1301. L)9. 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. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 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). Note on the plan that hose 'bibbs and lawn sprinkler system shall have approved backS low prevention devices. UPC, Section 1003(h) & (i). l). Show shower stall can accommodate a 30" circle' and has a minimum floor area of 1,024 sq.. in. UPC 909 (d). 11DISE m&nnc (wPLFs) Show details of duplex common (party) walls 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. j6. 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. ti. Provide insulation in walls and' ceiling to. achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. State regulations (California Admin.- Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation 'items be satisfied. 1d. On the title sheet of the plans, provide a summary of the design features for, this - -project (i.e., 'R-values, glazing, shading devices, thermal mass, HVAC efficiencies, etc.). Show n the ylarts th "R" value for the walls, s floor, ceiling id related ar9as. C / frD$ fri# 7' 170. Show double glaz5.ng as per Energy Desi, on Glazing Schedule. 45 ev~ Show on the plan how shading requirements are satisfied. 172 Show on the plans the thermal mass areas as indicated in the energy documentation. 12/17/87. . 10 The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: - The glazing area on the plans exceeds that shown in the documentation or allowed in the package selected. Glazing area includes rough openings of windows and the full size of french doors. * 37€. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 0 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/Hr. For room additions, show that the glazing area of the addition does not exceed 16% of the new floor area, plus glazing removed or relocated due to the addition. CARLSBAD S.F.D. & DUPLEX JFPL1F2T 0. Energy conservation deign should be for Zone 7 . See attached energy packages. Floor drains must have auto-prime (city policy). 180 Note exhaust fans cannot be ductless type (city policy). 181 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). 183 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). 184 Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below . grade at the masonry wall(s). . 185 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. a . 16. All new residential buildings, including additions, require a. soils report. Please submit two copies. 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), IJBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear Area of 201 x20' i.e. no washing machines, etc. Show compliance. 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 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: - Date i Prepared by: 5652 - CITY OF CARLSBAD Bldg. Dept. VALUATION AND PLAN CHECK p!!. It Esgil PLAN CHECK NO.______________ BUILDING ADDRESS -i85f) 4 APPLI CANT/CONTAC ¶P' BUILDING OCCUPANCY TYPE OF CONSTRUCTION PHONE NO. DESIGNER PHONE_____________ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE - 6Oi3_- J 9 S ___________ 7 7 ç5ZZ -. /5_3_25 AirConditiáninE S Commercial Residential Res. or Comm.- Fire SDrinklers Total Value Building' Permit Fee $ // S Plan Check Fee $ 73/ COMMCNTSI Plans received by Esgil after July .31, 1987 shall have permit and plan check fees calculated per 1985 UBC. S SHEET _OF______ 12/87 ENGINEERING CHECKLIST Date: Plan Check No. 89CC676 Project Address: 15,2O ,K Project Name:-Sf0 Field Check Date: - - LEGEND Item Complete 7 Item Incomplete Needs Your Action - 1,2,3 Number in. circle indicates plancheck number that deficiency was identified - -. LEGAL REQUIREMENTS > 'Site Plan -• C) -. / 1 * Provide a fully dimensioned site plan drawn to scale Show North :arrow,, 'property- lines, easements, • existing and proposed I__i 1Ji 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 121" [E1" t!I 3 Provide legal description of property a" ( 33" 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 -4J(6r2. 7 Need the following completed prior to building permit issuance A Grading plans signed B Grading permit issued C Grading completed p D Certification letter and compaction reports submitted E Grading inspected and permit signed off by City Inspector o t) 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. 4 3 4 -r74 /e-041:r,~7 -rS - 'l- - I rU(-47v-4c1 Mc-- L iAcr Lp WQ IOPE9 i -çv,4 wt Lotvo ivq -- I Et 1,&t17 JMj v..jir-4c 4 Ow M MOL-t(1 Ve- L1T 'cYft (S 4t4i2_ WiM'L- 'tcCL- 1-17 - I I Tc~ / r7fr1iO I - - • '4 • L c--r It-t1 * / I f,~ ~ /U. -rii /c4itc I r)R-r7fr41 Mct-- Ls-r k PT I Wr-P L'to iv,oqtcr4 I te7ac9 1O-1'2- I,'Cftc - I r-'c-s- I AJtr4( - r4C- 14 I MOL-tcTt ye- Li-r IoftO , I s T " I __ fr "21 t-16r rf1JflOr4 - 1-4V- -er fr*1 MCA TIL1 r-i C?P>', r Q d' 4 #4 b 4, t/& w 4 -'° 1'• __ / - - Q 1 fl 0. /1 TI O' b L . o • - .OA - -r y._, 9 j rw, p--ii,i-'i - / 4rt WI 1 I4t r4 = 41, V - 2 4- V - -? cl V V - V V V • V • 17 'l' ___• 1kz -z-d 1 - L 4 4• - - S s ' - ri Ot tW 3iM tO 14 Q9 I - -tA 12 I 41t4 bee, Rog t Qj Q ç4 a) oi,'e PsJ dQ'1 Li -J 0 wz ej-1 Nn] I III'.. .111'.. 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E7' I '2 'iq 1 'r • -' • t --- - .• 4. 4•, . - •. - ) •" --4 4 •. • - • - 0 f - I • 0 0 • - - 0 _,0 t?A 122,L-Ot25 +__dl L) MMO t.-iT kv f79 : HIT !t Pr 641 aq Af 4 ' 4-tW2 oil 1 ( I r '- LL-4&fl. - S p4 ( ( '-•/\ p : ?i '#+• v"— ______ UN. i'o DIPMT I1tC)r Wiw- W,k- YW, (1-i) ( iñ DW (_- - - Hc-r 7 . I Io >\E —~ -4-1 - oi -rt IL vv 11 711, C - ( I , j tl kfl/ - V - (UP4c4'-c V'k pD I' o•. 'rfrt. • LQ 's" O. • cfr4 ()Z'7 tr '*#- Wtw P4; V • W/vt MP's- pj IMo#- de'Høp- co4( UP er rlh WOOD r4. 1 lab tat 4' + '440 J,r M91-1-1 I V, V ( rI• J $0114 1' 4' 1=bj'- wc'- 4'j- 'VPi'7m1yve c- -t pp i-is i.liL 47 38 44(1 Sill IS S SOIJAkE --- -.-..----------.---..-. g - -: a!p • (-r1.4 :s rll\ --- -r/,- •7,Ip '•l 'PTtOrfl , 4 4u, N6j-'ttp 11 r7w - t— -TV (ri 1a ' 'cOL.I S ' (-7ç > -u,1- .a ,. • (1) CF 17TAef 0) f Olt Q00 " °' 7' ) 7c-/L .. ti' U'-4r1 kt47 t-1 t11cflor -• - A-rrtc-44 rri4 (Mirl.) 0 -(1- '77O' • *'i- (±) '4' C —t. :•• çc () ___• CIO • .• • 1 ( - •• . •. a ••••• ''vV :+1-. 17 :' 'f 100 '.1, •, (---) •\% ' ):t4 -, ( c/ I) •• • / 1' (A H- 2.- (\ i' •k• •• Ww •• ••(#a • • • 5t. • I • •\• (-? •• •. 44 (-1 • •• • •( •04 .• • L .' (4) ,1• • () •• / ro4 PF t- '-,pr ( 'i-5 0 — V'I• coo LoO - NON-BEARING PARTITION PERPENDICULAR TO TRUSSES - CompuTrus Inc. TRUSS - BOTTOM ~RDCHORD SC I CrVIL 1-16d NAIL OR Ve :: - 2x4 BLOCK SPACED 24o.c. TYPI AL - x4BLOK-ATTAHWITH ?_l6dJ B— NAILS At EACH END~ -- _______ _ RUSS SECTION B-Be BOTTOMçcH:RD PARTITION P TO TRUSSES B - - • TRUSSES SPACED AS REQUIRED ' — SPACER BLOCK BLOCK ØNAIL TRUSS TO ®NAIL SPACER - TRUSS AND TOE NAIL PLATE. T~4 TRUSSES/0 C EXTERIOR WAL I - C T1u,I'L zuss1jL - - FILE NO CONNECTION DETAIL 'j s.) CEffl,H,-( PICII I' 1tB0 -o13 - - DATE 6/1'84 -- ® IN STRICT ACCORDANCE - - REc ' SC WITH UBC25-17 - PREFA-BR1eTF -) STA':.;;11[_ - - -- - • •- .• ---b £XT(NOEO JACK TOP CHORDS _- (xTENOEOACTOPCHORQ A" JACK 44 43 42 II STD. TRUSSES puP TRUSSES - SECTION A-A SECTION B-B __ Cw - RIOGE flfrR*SLSI SHAPEO- t BLOOC ___ m ock._ I • • #" me: IN? anMIN .4 rafts .l,1 0I2217, I •. ' - SHAPIED sto. css etocx SECTION CC ALTERNATE FRAMING o WHERE HIP Q . RAFTERS 00 NOT MEET o AT COMMON TRUSS fA - 0 1 • StRL1&rUAL TRUSS INC. LCl CERTIFIED INSPEcTION is ICBO#AA-513 IN STRICT ACCORDANCE ROOF JACXS • - • WITH UBC25-17 PLAN L PREFABRICATED a • • • • I 4 u-' • rVDhtAI UM rARAIMt flTAII : • I • -• J,tf' \•-•: - ; - "••\•• •-•: •': 9, •• •••.•- .•.• S • I S S I I . - , I. Design to support load, as tho..t Al lateral torte re g e$emerel Getwae Notes. a*ss w3e TRUSS SrIAN 161 - _00" such as temporary, and Peffnitherst bwaCifIg to be designed and [IornpuTrus flC. LOAD DURATION INCREASEw 1.25 . provided byothers. I. 2. Design àssumesthelOpandbottOmchordS tobetate.ybraced at: p . o o c. and .112' - 0 o.c. respectioely. La ox NO 3 For recommended bracing details. see"Bracing Wood Trusses. BWT - . - - 76 by the Truss Plate Institute.. - .TC UNIFLL+DL= 60.0 PLF 0' .0" TO 16' . 0" VERT 4. 1 x 3 continuous laterat web bfaCmgwhelesltOh ! . - . BC UN F LL-DL= 25. 0 PLF 0' .0" TO 16' . 0" VERT S. Impact bridging or lateral bracing recommended where TF.RMINS\L IlIP SETBACK 8'-0 FROM EN!) WALL . Shown" , ,, 6. Instatlatron of truss is the responsibility 01 the respective Commtraclm TC CONC LL-DL=- 1 120.0 LOS, L 8 0 7 Design assumes trusses are to be used ina non.comrosmne en-iron. - SINGLE MEMBER FORCES ",, rnentandarelordryc0n0r1i0n01u5e. I 1= -2846 B 1= 2700. U 1 200 8 Design assumes lull bearing at all suppomls shown Shim or wedge - . - T 2= - -2846 8 2= 2700 necessary. 9. Design assumes adequate drainage is oro'ded . 'I - It) Plates shall be located on both laces 01 truss and Ddeed so tt'e REACTIONS, LEFT • 1240 RIGHT 1240 center lines coincide with joint center 'mnes it Digits indicate size 01 plate in inches - - •S •• , 12. For basic design eatues 04 the Coenpullus Plate rnd.cated by tne pant. - S •-ç• see t.C.BO. R.R. 4211 - . . 13, The Conmputrus Net Section Pt.,. is .ndcated by the pae$me CW. me '( C4 x6 * * . t - Si" pas.gr.atcr (t8) .ndmcale, 1801 mateeral me used AS 01hee1 are 200. A 12 Ott Panel Splice Note. - 2.5" 4 to 6 , '. Ott 5an01 point splices are Locazoa ai t,50 S 6' at e Danes tnc:catec: S a" ri STRUCTURAL 'TRUSS INC -. . TI •- CERTIFIED INSPECTION ICBO #AA-513 - a S .=. . IN STRICT ACCORDANCE S - S . WITH UBC 25-17 - OS'o . •tt lC PREFABRICATED cum 8' 2x4 L_ 5- SPAN TO 16 011 5- s.. S . - . •' j. - tc 30U1 CENTERLINE FOR IHE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SP E C I E I N D I C A T E D F'LE NO rnt- -16 - 4-35,'(2/2) CHORD . SIZE 2400F 2250F 2100F' 1950F n1800F 1650F 1450F - SS OF Ill DF . 2 DF SS HF #1 HF h/I/Ni. . "I • - - - .5-I ;fli. i3- RI rOIa(;HORD 2.6 — .. , C • x - ROT CHORD 2x4 • • - - x - - WED MEMBLI1S . hSTANDARD OR STUD GRADE HEM . I-IF) :- :1 42 HEM HR OF) AS NOTED ON DESIGN - - •- - .' - . - . - ___--_±_ 2 LOAD DURATION INCREASE 1.25 Gen.r Notes, unless otherwise noted: / \ III PS ET TO 32'-0". . I Oe&gn to Supplon tods as sisesm. Al lateral torce resisting etemerwi o m uTrus Inc ' such as temporary and permanent bracing to be designed and HIP NO. I - SETBACK 8'-O" FROM KNit WALL. LOAD INS ' .provided byOthcrs.. itIP.NO.2-4 SPACED 24"o C. LL * DL ON TOP = PSF 2.OesignassumesmOlopandbol10mChordstobelatealtybracedalr - ' •0 o.c, and at 12— 0 o,c. respecimety. - ' DL ON BOTTOM CHORD = I 11. PSF* 3. For recommended bracing details, see 'Bracing Wood Trusses. 8W1 TOTOL LOAD = 40.@ PSE. - 76' by the Truss Plate Institute, * ' *5 2SF REDUCTION TAKEN ON 4. 1x3 Continuous lateral web bracing where shown' , . . BOTTOM CHORD, AXIAL STRESS ONLY. 5. impact bridging Or lateral bracing recommended wtrere ShOwn.'. 6. Installation 01 truss is the responsiblly 01 tne respectwe contractor, (It IP NO. -) MEMBER FORCES 7, Design assumes trusses are to be used in a non-co,,oSve ensiro,,- T 1 -7396 Er I= 712117 0 1= 1183 nrent and are for "dry Condition" 01 use - T 2=' -74118 B 2= ')454 • be 9-n -2627 ' 8. Design assumes lull bearing at all suppd'ls shown Sn.s' or weoge 1 ' . -• ' T '= -'9592 8 3= 9453 U'3 178 ' necessary.' - - ... 9, Design assumes a0eg9a1e drainage rs pr0vde0 IlIP NO. - ira., (.omplerc trusses required. . . -T 'r '-70 -712118 El 6* 7411 / 1.. 4- , 1 78 10, Plates shall be located on both tacesot truss use placed so their ,lrrjr< together with lid nails , T 5= , -72911. 2627 center lines coincide with joint Center lnes (. t rgtiered at 12"o C hr, rrho t be 1 184 It Ogts indicate sac of plate n inches. 12. For basic design values ol the ComputrusPrate,rncrcatedbytbseprefix Ill NO .2-4 SINGLE MEMBER AS sl101.\ REACTIONS: LEFT 264121 RIGHT 2648 The Compulrus Not Section Plate rsrnOrcaledbylh p.&1 CM Use - . designator (18) Indicates 18 go. material is used. Al 01155,1 we 20 go. : OFF PANEL' SPLICE NOTE:' 24" 24' ' . 24" Off panel point splices are located - . . 2x4 STUD WITH C-Ix2.6 TYPICAl. either end of the panel indicated. < IAl I (F / -0 (lltp No I) SPLICE NO SPLICE t"Ef/'E c-ixli 52 ' ' -- ' -• S . , S TI 1'3 PZ9 T7 7v4 STRUcTUAL CN L-25\43 (8-i7 9u1P5o \lISPLICE lIE. 1/4 - r) T USSINC \/ A sill ICE ---- SPECTION -35 (i \ (Hip 2 - ) - 3 CBO #AA 513 5<! 4 ((tip I) . • • • IN STRITACCORDANC - A t.-5.r , (Hip o.2-4) (.-Sx9.4(ilip No. TO '-0" iA'(T' I ' 17 ' C-5rt7.7(Hip No.2-6) ' ' vi. i ri u '1 (I ABOUT CF'TERLISE PREFABRICATED FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED FILE NO.: CIII! - .l24AO* SIftS C SIZE D 2400F1 2250F 2100F 1 1950F I 1800F1 1650FjJ450F I SS OF If DF 2DFI SS HF #1 HF DATE i7!"l. ' flu 1 DES BY ' TOP CH SEQ I:IsIIL.1 1111111 . Ii1 1I1 Lsbus - -- - -- - _J - - ------- - - WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM . FIR, 2 x 3 #2 HEM - FIR OR AS NOTED ON D General Notes. wslesa otherwise noted: Design to support toads as. shown. AS lateral force resisting elements such as temporary and permanent bracing to be designed and provided by olheis, Design assumes thotop and bottom clrcwdstobe I.aterallybraced at 3 - 0 o.c. and at 12. O o.c. respectively. For recommended bracing details, see Bracing Wood Trusses. BWT 76 by he Truss Plate Institute. 1 x3 Continuous lateral web bracing where shown.. Impact bridging or lateral bracing recommended where - Shown'.. Installation 01 truss is the responsibility of the respective contractor. Design assumes trusses are lobe used in a non-corrosive environ-ment and are for "dry condition- 01 USe. Design assumes lull bearing at all supports Shown. Sr,irrr or wedge it necessary. Design assumes adequate drainage is provided. tO. Plates shall be located on both faces of truss and placed SO their center lines coincide with joint Center lines. it. Digits indicate size of plate in inches. For basic design values OS the Conrputrus Plate, indicated by the prefix "C". see C.B.O. R.R. 4211 The Computrus Net Section Plate is indicated by the prefix "CN". the designator (18) Indicates IS ga. malarial is used. All others are 20 ga. _______ • (.rhKIJPILJ IN'ttjIIUP1 . . =. . ' Off Panel Splice Note: t S . ICBO #AA-51 3 . .. . Oft panel point splices-are located at I/S thR IN STRICT ACCORDANCE"oanel length'1' 6 at either end p1sT panel WITH USC 25-17 - , - 'PREFABRICATED to 24 -0 HEM-FIR - - c:c _4 at . 2x4 -t:i1 .' C-2 . 5x4. 3 to 241' 0 ALTERNATE SPLICE (BI) NO SPLICK -o C-2 5x4 3 to 24'-0" SPAN TO 24 -0 C-lx2.6 to SPLICE - . . . ' ', .. ' • a - I-- '1 1 . * U C0 C FOR THE SPANS NOTED BELOW : LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED FI SIZE LE NO.: TRU22 - 24 - 5 4* .' I 2400F 2250F ( 2100F 1950F I 1800F ( 1650F ( 1450F SS DF #1 DF ('#2 DF SS HF #1 HF DATE 5/1/8. nET 25-I 1)Eç 13/ SC SEC ST/s:D;,16I, . WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR, 2 x 3 #2 HEM - FIR OR AS NOTED ON DESIGN / PEAK 8. H (2x6) C-4x4.3 to 24'-0' 4.0" 1.5' (2x) C-3x6.3 to li2, 3.0" 1.5" .12 16" LOAD DURATION INCREASE - 1.25 SPACED 24' DC LOADING LL ' DL ON TOP CHORD 30 PSF DLON8OTTOLi CHORD 10 PSF* TOTAL LOAD = 40 PSF° 5 PSI REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY REACTION 840 MAXIMUM TRUSS MEMBER FORCES TI -1092 B! = 1008 Wi 120 ! STRUCTURAL TRUSS -.. .-.,.-'.'- CHORD I . I TOP CHORD 2x6 24'-O" - - 23'-O" 24'-O' 24'-O' I 2x4 I7'-2" 1610 16'-8" 16'-4" 16'-O" I5'-B" 15'-O" 16-8" 16'-8" 16'4'! :15'-8" I5'-8" CHORD 2x4 . 24'-O" 24-p' ' 24'-O - - --- -..----- - -------.: -.- - . . •0•• - . General Notes, unless otherwise noted: LOAD DURATION INCREASE 1.25 1. Design to support loads.s shown, All lateral force tealatlngelemeees- ompuTrus Inc. - SPACED 24O.C. such astemporary and permaflefe bracing to be designed arid LOADING provided by othe(& - LL' DL ON TOP CHORD 30 PSF 2. Design assumes the top and bottom Chords lobe laterally braced at3' DL ON BOTTOM CHORD -10 p p. 0 oc and at 12' 00c respectively - S 3. For recommended bracing details. see Bracing Wood Trusses. 8W1 TOTAL LOAD '40 PSI'* . 76' by the Truss Plate Institute. - *5 PSI' REOUCTION TAKEN ON - 4. lx) Continuous lateral web bracing where shown'. - BOTTOM CHORD. AXIAL STRESS ONLY 5. Impact bridging or lateral bracing recommended where - . - - - shOwn'*. - PEAL B H - REACTION' - 6. Installation of truss is the responsibility 01 the respective contractor. - - -' MAXIMUM TRUSS MEMBER FORCES 7. Design assumes trusses are to be used in a non-conosne enmron- (2x6) C-5x5.!to 36-8 5.0 2.0 - ' . ' ment and are for "dry condilror oluse.. (2x6) C-1'x1'.3 to 30'-0" 4.0' 2.0" - .. - TI -2436 81 - 2249 Wi ..560 8. Design assumes full bearing at all supports shown. Shim ww edge il 12 -2096 82 1475 W2 727 necessary. (2x4) C-5s5. I to 34 -0' 5.0 2.0 - 9. Design assumes adequate drainage isprovided. - - (2*1') C-1'x4 3 to 30'-0" 4.0" 2.0" ALTERNATE SPLICE (12) - 10. Plates shall be located on both laces 01 truss and placed so their - center lines coincide with joint center lines. . (2x6) C-4x4.3 to 36'8" ii. Digits indicate size ot plate ininches. - (2x4). C-2 . 5x4 .3 to 34'-0" 12. For basic design values 01 the Corepuirus Plate, indicated by the prefix - - "C". see l.C.8.O. R.R. 4211 - - - . . . . - 13. The Computrus Net Secdon Plate is indicated by the prefix CN. the B' , - designator (18) in 'tea 18 ga. materIal is used. AS Others are 20 ga. h - SPLICE (2x6) C-5x5.1 to 361-8" 1.5" . - . . Off Panel Splice Note: 12 - TRUSS OIl panel point splices are located alt/S me - (2x4) C-4x4. 3 to 34 '-0" 1.5--e 4.J INC. panel length 'I. 6 at either enc Of me Sand ndicaled. H' , NO SPLICE - CERTIFIED INSPECTION - -: . . ,,, ICBO#AA•513 - C-1.5x2.6 IN STRICT ACCORDANCE - WITH UBC 25-17 PREFABRICATED - . - - - C / D 3EOL PANELS BOTTOM CHORD 1 DOUG FIR CIA"L 1-2 k6 C-2 HEM-FIR . £ ee....,... -82 . j, B' 2x4 1L.. -3x6.O 'to 36'-8" -jj C . -, C-2.5x6.0 to 35'4" tBYt5)ut' f CENITERLINE SPLICE ALTERNATE SPLICE (B2) - " N0 SPLICE . C-2.5x6.3to-23'-1" C-2:r6.0 (0 36-8" C-2.5x4.3 to 36-8' C-2.5x4.3 to 36'-8" q . tresses - . . - SPAN TO 36'-8" - - SPLICE C-5x5.1 to 36'-8". I - SVMM(TRICAL ABOUT CENTERLINE FILE NO.: TRU43 - 36 -5- 60 DATE 6/1/86 RE) . 25-I DES BY. SC SEQ 5TA.'iOAllD t FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECI E I N D I C A T E D CHORDE400 F I 2250F I 2100F I 15UF I 1ROOF1 1650F I 1450F.I SSDF I iii DF 1 I2DF I SSHF I t1 HF 1 I TOP CHORD 2x6 36'-8" - 36'-8" 36'-8" 2x4 34'-O" 33'-4' 33'-O" 32-3" 31'-8" 31'-O" - 29?-8" 33'-O" 33-0" 32-I" 1 31'-" - 31'-0" BOTTOM CHORD 2x4 .. 36'-8" 34'-5" 36-8' 34-il" 36'-8" 34'-6" WltS MLMIIS - 2 x 4 StANDARD OR STUD GRADE HEM - FIR, 2 x ,3 112 HEM - FIR OR AS NOTED ON DESIGN [ UMEfl SPECIFICATIONS - TRUSS '#ll 30- 3.50', LOAD DURATION INCREASE - 1.25 . 1 1 381 9 1- -360 . t- 11€ SIZE SPECIE OUDE IEfEM CS) . SPACED 24.0 O.C. . 1 2- -1221 0 ?- -368 V 2- 14f TOP CHC()S . . . 1 3- -1381 8 3- 1142 V 3- -4 29 5 W 42 1-6 1041)1446 1 4- -1050 6 4 1303 V Al- if OOTIOS4 cHDFm IL 4- DL ON TOP C)CE - 30.0 FSF . 1 5- -1063 DS- 1818 W 5- - 2" .4 -OF 12 3- 6 . . . DL ON 90T1014 C1U)4) - 10.0 PSFV T 6- -1991 8 6- 1938 V 6- -35 - ..TOTAl. L0.W - 40.0 . S - . V 7- 4 4 W-. 51418) 1-9 - 5 PSF FEJXPMDN TAKEN ON . . . . at 80110K CHORD. AXIAL STRESS &Y .. v 9- 1: OFF PANEL SPLICE NOTE: . CAW I i- 3.5- Of f pänèl point splices are located LEFT - 1231 • fl91T - - or - at 1/5 the panel length +,- 6" at* øEJW& JEA0tflW0 MO. 103 either end of the panel indicated. . JWT 8 1.97 / 304 W. .fliMT 1 1.42 DF 1 2.20 F 20-09-OB . ; 9-06-00 C-4x6 . S. .L.J ii '%- STRUCTURAL TRUSS INC k1T- 12 CERTIFIED INSPECTIoN - 5 S ICBO #AA-513 . IN STRICT ACCORDANCE . C-2.5x4.3 . C2.53 WITH UBC 25.17 . . . . PREFABRICATED . 2.56 .-. . 5, - C-5x5.i J3 . . 12 C-2.54.3( Nb SPI . . . • 5- . C-x5.f - - t-30i C-2.5x4.3 C-2 5x4 3 1/4" C-2 5x6 Ai1sb C-2 lb. 290t PROVIDE FULL BEARING 4-01-12 - . 26-01-2 j. 4-03-08 22-05-08 3-CE08 NA1 STRJCTL%AL G 1., 1400d ii 6NW01iPisp and *..a ca1.m of Viea.s 1. - FILE NQMSC-3O-W2.5-4O-:- .c$lo. 00' did be ach.d of nd G.d 2. - . t lii emorWassim ..4 backe@ moot be.di* s DATE: 07/14/86 . 4 *Pbutow Pose. .ad.*ip elommouts A a. I....., sad ps, brodn.-be 4sslad and pieddad Or desipw CI cow6mota 25-1 DES. BY: J 601=201eft CCosQVi* JS..5 sa NeRVINUMORY 'at sdi dnp. 6. 1. Ib1eadncidb. sofa.dIo.ecoumsaI wM thai .1 be.aebla .ed i -5-7- -. bePo os aS 1 .0 t any leak Pita IpJ.Ir'dawv tom" be own" sea" S. oc bm .0 0.0 iad - .00IitI7 tat _ 9. .- bedeth d 6040601m or cftwomot. • to 3 1. lakIa PoksaPod$at4ch5 i*PP00t OS it$S issipa. sat * . tnCIbe as Tn.0 PItit hostwLam,le5i.dl Wood Toceas. WT-7*. 11. . copy o - b.laideluld 8y Catoputrus iat.a row. il- 4s. r-clec 10 SL()fW1 I xZwres 8 fx,mxm cr"ds No be Wwaily b.aosd a X4- $ al JZ 40' O.C. fQ:i%y pØ dieg Ci klerav braóno reCCi1Ci1ded .*we ehom -I- L of tmm cs. the re,iW? of the r€aigecor4i. .- Swn t,Leses. e b be loch II a iCi Qoce .oclohl11W4. -.- - - candbow, of use. -. Shim to -°g° / Conipulus Im. ade1e &inac1 is eiiled. . be la d Pier m l0(l1,la$ ci huSs. gibeud ) -S. nm S elcafa uze of of se , ides. óc cie of the Cryrj1rus (e. incfced t Pie e4 re I COO. RR 1211. mph.alis Nei Scckin Pisie be the xe6e 08. cie AJ ee (18 eicicde'i 18 ga. rndaiia ocd. dfiee 93. Ll)4fl 'EtIFICATI 14- 0- 0 TETI1LNA&. HIP SETBACK 7-- )- 0 Fi101i (NO MAU. SINGLE ND4OFI FORCE - Ir 109.1) DJATI0K INCREASE - 1. 25 -' . 1- -1043 6 1- 170 V 1- 2 • Si IE AOF IS) . . I 2 -1043 8 2- 1701 LOADIt - t 6 OF 92 1 2 L EFT 998 FIG K1 - 0011014 CHORDS:'IC tJIF LL+11.- 60.0 PLF 0 0' TO 14 0 VERT 4 OF 92 1 2 _---2X.-......- ........___----- SC LJ'UF LL+OL- 22.5 PLF 0' .0 TO 14 .0 VERT BEARING AREA REOUID ISO- IN) .5 ... -- J01111t1;6&iW/ 2.4€c BS: . 2x 6 I-F 12 1 - IC C1C LL+CL 840.0 LOS V V .01 JOINT 3 1.60 OF / 2. 4E I-F --1- cc' 7-OO-O 1' 4.0 51. 00 lot UCTURAL CL EOSfOk4 IS INSTR STR TRUSS C-W.6 . . -- . WITH UBC 25-17 - PREFABRICATED ( SPAN TO 14-00-0- SYMMETRICAL AWJt5T CE)TEELD( - OF JOB NAIL: . STTILIURAL - 5 •••••• ... • 1. ..d aI B..ii N 'd Wio SSSa.i. 1. s, triess cseswe ned: Den esjpgoil koft as gKmn. • - FILE Ia.: TH-14 -400 2 -- 2 De assal'os we p and brn dur 0 lalesaly traced a 3:0- 0.C. 5nd al 124D o. respevy. . - - - - •- -- - . - 123 • shown •. 3.. Z sd0n0 Is oeeraI 0A1E 07/14/08 11 4. *0 $ ts 0"Noob such sm - noy1 PwmLwwmt 5 Ooesçps assumes buss OM ftbe used in a i vcee êcsys noui b0 1sqi.d d I , - by domprw ii c - f •y - 25-I DES. BY: U Design assurnes [umpuTrus Inc_ - . SEa L ISO b. apl.d 10 .a—,,----4 U — .Jbi- a.d Iss1i*i.ed mw 4$.OSs 0 e fl8WY. . . iese sJnd pd so ceelee 73.178 — / - — / .• . - bomb be mSpftd No iSV . — — ssth xfl cieS. Is CANVOWUS ham no iiS 110 10--'3 lor The 9 p • rIca,a.. Inol. 1C iod iSea ci ---.-. to. c dn YalJcs ( iee Csesgusus .- 0i5a fl5 - - Vor33 - . 7. 11. sec I.CbQLS. 4211. . ac2ôg& s AN TS WAN 3D-- 3.50' LOAD ZX$UTION INCREASE - 1.25 + LMING IC LIIW li+UL- 60.0 IF B.' •0 10 8 0 VER1 -. TC UIIf iL+a.- 150.0 PIF 6 0 10 30 35 VERT BC L$IW LL'UL. 50 P15 0 .0 !O-30--35 VEgI IC CONC LL#IL- 56D.0 LOS V 9' 0 /• f, N flf •- - 30-03-08'stuIb6cJ' hip truss setback }li Ttocoinplete trusses required. 8'0" from etd wall. ' - .. Join together ith 16d nails W staggered at 141'o.c. throughout. Note:- 1Lp N6.2 - No.7 • . SINGLE NZMBER AS SHOWN - Sp.c,ed 24,'o. -p STRUCTURAL TRUSS INC. ICU CERTIFIED INSPECTION IN STRICT ACCORDANCE WITH UBC 25-17 8-00-10 PREFABRICATED #3 d(#Z•- 12 4C-25x4 5.eoc7 1.5"(S) (S) C-2.5x/. 7 1tM I I- -550) B I- 5078 ko I- 05 -1 2- -5078 B 2 592 W 2- -I1C2. T 3- -659e B 6131 W3- -1t) 4. -6131 8 4 302 V 4 52 1 5- -3902 B 0 V 5- - 108 WB- 2542 W . -20' 9 LEFT 22 RI6HT - 2694,1 BEAP.111& lJt AEOVIRED (Se. hO J01Ifl 1 3.92 OF I 605 if JOINT 11 4.30 OF / 6.M if OFF PANEL SPLICE NOTE: Off panel point splices are 1ocate6 at 115 the panel length +1-6" at either e-nd of the panel indicated 2x4 Vertical at 48'-.oc with C-1.5x2.6 Typical. - 5 -: #4 - #3 + 7 • 2.6 •f'( No. 2907 #7 #7 -1• 22-03-08 4f C-5x51t Sp1 C-2.5y4.3(Nop1 -•. #6 2 U ±_C-3x4.34 LUM SPECIFICATIONS 0 SIZE SPECIEADE I€itS TOP MORM 41 2-5 - 214 CR 02 1-5 214 W STAND 1-7. 9 C-2.5xl.3 C-2.5x4.3 C-3x4.3 . C-30.7 C-L5x; DI-3x10.2 ( Alt Sc) ) 1/4" .A A)& sTmITLIAL I. Hsad Gw4 iol.0 ls --- - b. Gawrai H 1. - FILE PC. - -3O-5-35 . -,: 2. tcp a g ox. a'd 1247 D.0 resoeaieJy. DATE:BV 1. 13 bs iul, . imi. ta,. 4 0' eqaj b (ee,J 4i,es, . •. el the 'raci. - - . , and 0'pc. 4 be 1 and pres4 ep co1 011 iS Cie II P0 Sl 5. 009 gri aZaYWS briiG.W~ 3T to be y and axe In' 'dry c ,e. ad in a 00'10S8 o4n's1e - . • F.. l IDES. BY In p-'.- OF mewdgme it -. LompuTrus nc. - . - -- 131Thr .,-6411110 aid 11-ft be NXIM01"I a" 7. Design a&smmm adeMime daije foiided. U14& and (iaiea coffillb-OL :- Vier3.3 to 4ca&In, bei U4m.at and i4 apO' 7. as 10. ' bac t •altals 01 the C p'4w5 PtWe wk1ced by me prefix . I" 'C. see IC.WO. A.R. 4211, , Iai by*.stpiais Pta be*, liI9.id Tiases,. mWT-7d. 11, . Cs12jres P481 d,0n PP4j is iiaI by the leeba tN. the ,= a gruJn' {18} mjaes 18 ga is Al others are 20 ga JOHN VERNON & ASSOCIATES 1859.S. ESCONDIDO BLVD.. . ., . . .. ESCONDIDO, CA 92025 J.(TNE 3 1986 TEL. (619) 743-8808 . . MR. g MR. DON ,GALLACHER 1812 OAK DRIVE .. . ., . . CARLSBAD, CA 92008 ; PRELIMINARY SOILS REPORT ... . ., .,. . . SITE: OAK AVENUE . . .. . . . . . - PARCELS A,B; & C CARLSBAD MAP 14044 . TO WHOM IT MAY CONCERN: ' .• . . . THIS IS TO VERIFY'THAT WE HAVE INVESTIGATED THE. FOOTING SOILS CONDITIONS AND REVIEWED DEVELOPMENT PLANS FOR THE ABOVE SITE. THE NATIVE SOIL IS BROWN SILTY SAND LOAM (MARINA COURSE SANDY LOAM PER USDA SOIL SURVEY) AND IS Not DETRIMENTALLY EXPANSIVE. Ii EXTENDS. TO A DEPTH OF ONE TO THREE FEET. THE TOP SOIL IS LOOSE IN ITS NATURAL STATE AND SHOULD BE REMOVED AND RECOMPACTED FOR ACCEPTABLE FOUNDATION CONDITIONS',.' THE SUBSOIL IS LIGHT BROWN SILTY SAND (SM) AND FIRM INPLACE. Ii is METASEDAMENTARy AND BECOMES MORE DENSE WITH DEPTH. . GROUND WATER SHOULD NOT BE ENCOUNTERED AND THERE ARE NO KNOWN FAULTS LOCATED CLOSE TO THE SITE (ELSINORE •FAULT IS APPROXIMATELY .45 MILES NORTHEAST). THE PROPOSED CONSTRUCTION WILL CONSIST OF TWO LEVEL PADS WHICH CAN BE ACCOMPLISHED 'QUITE SATISFACTORILY ONSITE. WE RECOMMEND THAT THE CONTINUOUS FOOTINGS OF THE STRUCTURE BE REINFORCED WITH ' ONE //4 BAR, TOP & BOTTOM, AS MINIMUM REINFORCEMENT. ALTHOUGH REINFORCEMENT OF THE SLAB FLOORS i b NOT MANDATORY, WE RECOMMEND THAT THE SLABS BE REINFORCED WITH " X 6." x 10 GA. WELDED WIRE • MESH. A VAPOR BARRIER OF 6 MIL VISQUEEN SHOULD. BE SANDWICHED IN A 4" SAND BLANKET, BELOW FLOOR SLABS. SELECT ONS liE SAND MAY BE USED. •" . . . . PROPERTY DEVELOPMENT ENGINEERS. INC. • • . - - . Old ENGINEERING • SOILS TESTING • SURVEYING . • . 111 ACT-IVE AND PASSIVE FLUID PRESSURS OF 45 AND 300#/PsF AND A FRICTION FACTOR OF •LI SHOULD RE' USED FOR DES I G N O F W A L L F O O T I N G SIZES AND AN ALLOWABLE S O I L R E A R I N G P R E S S U R E O F 1 5 0 0 / / / s F M A Y B E ,USED• ALL FOUNDATIONS SHALL HAV E A M I N I M U M S I Z E A S D E T E R M I N E D B Y TABLE 287A OF THE UNIFOR M B U I L D I N G C O D E . THE GRADING SHOULD B E D O N E I N A C C O R D A N C E W I T H T H E A P P R O V E D GRADING PLAN, THE G R A D I N G O R D I N A N C E O F T H E C I T Y O F C A R L S B A D A N D THE ATTACHED STANDA R D S P E C I F I C A T I O N S . FOR THE' PLACEMENT O F 5 ' COMPACTED FILLED GROUND. 0' 5 WE :•H AV' E BEEN CONTACTED AN D W I t L B E A V A I L A B L E T O D O T H E ' N E C E S S A R Y ENGINEERING WORK F O R C E R T I F I C A T I O N W H E N T H E G R A D I N G W O R K ' .PROG"RESS'ES. SPEC I A L ' F O O T I N G D E S I G N W I L L B E R E C O M M E N D E D I F . NECESSARY'AT THM TIME S 0 0 i i /OFES3/ JOHN E.VERNON SEE ATTACHMENTS 1') S T A N D A R D S P E C I F I C A T I O N F O R T H E PLACEMENT' OF COMPACT E D F I L L E D G R O U N D 0 1 2) MAINTENANCE GUIDELINE S F O R 0 0 0 HOMEOWNERS 0 •, 0 '3) SKETCH 0 1 5 •0 S 2- 1• - 7/1 \çIçI I Ir %\ I lt .:.'It I I i It lY,••/-.•1fl" fl - - .11 - I _44-II I I' ..- -. Il - I..;-;-4( •1•. I UI-.-,.'' I ,'•\ \ .--: ,.•:.:, .. -, - ..•.."-' ! .. - 1.-; 1 ' ' I' I I I I I • I j rI: I • . . .'-,•i . •'- • - /'.. i•- .i.•i';l I . 1 / \'.-.' ':' -J I j - -/•//ii - ,,.. - : -- . ': J• !i...- -. -. - - - •; - :- - • l-. .-.. -- .. •- l. CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No 70 DEVELOPMENT PROCESSING SERVICES. DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 43871161 This form shall be used to determine the amount of school fees for a project and to verify that 'the project applicant has complied with the' school fee requirements. No building permits.,for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department SCHOOL DISTRICT ZCarlsbad Unified San Marcos Unified 6350 Yarrow Drive Ste A 270 West San Marcos Blvd Carlsbad, CA 92009 (438-5710) San Marcos, CA 92,069 (744-4776) -Encinitas Union Elementary, San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Proj ect Applicant /J,9?71,, "V, APN Proj ec t Address I f? ô,f/ RESIDENTIAL SQ FT of living area Number of dwelling units SQ. FT of covered area 'SQ. FT of garage area COMMERCIAL! INDUSTRIAL SQ. FT AREA Prepared By -O- 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 Residential Fee Levied $)'19 based on RAK sq ft @ Comm/Indust Fee Levied $____________ based on sq. ft .@ TJ r4 vav S s'&r\ _,~A I ScWvo District Official Title Date AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential AB 2926 is capped at $.25 per square foot for commercial/industrial 4 - - . •' f BUI- LDING PERMIT Permit No: CB89163 12/14/89 09 35 Project No A8903498 Page 1 of 1 DevelopmentNo Job Address: 1820 OAK AV '' . Str:--F16 .t2,i41%eOOOlol •02 PermI't Type: ELECTRICAL - : - <, -• ;CPRiT Parcel No --' Valuation 0 Construction Type 'NEW Occupancy Group:, . '--., Class Code: ,. .. •'Status: ISSUED - Thescription: -.TEMPORARY'POWER PERM BASE : - Applied .: 12/14/8-9 * 4 Apr/Issue Validated By DC CONTRACTOR WORTHING, BROOKS Lic. C-398764 619 729-3965 CARLSBAD CA 92008 ------- Fee 00 'Adjustments:.00 - - .;•; To i 'tal'vCredts:A :0. Total Fees I rsoo/ tal ayn1?s V 00 Balance4EDueA: 15.00 , Fee description / c Ext fee Data for-Temporary 'Service 10. Y_ i.(ObPOOAIO -. -, • -'- -.-- - 1.. • - - . . • -. -. • a -- - •' - . - - -, ..- - - -. - .• ft •iF ft ' .ft• - -. • -. ••-'. - - - *(, • ft CIFYOF CARLSBAD '- 2075 Las Palmas Dr.,Carlsbad CA 92009 (619) 438-1161 I - - - ' • t- - - -, I S •••' ----. - '. S . * • - - -ft - --- - • . ;- - _ -- PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad,' CA 92009 (619).438-1161 1. PERMIT TYPE A - u COMMERCIAL , DNEW OTENANT IMPROVEMENT B - n INDUSTRIAL JNEW OTEWANT IMPROVEMENT C - n RESIDENTIAL DAPARTMENT DCONDO 0 SINGLE FAMILY DWELLj..-6bITI0N/ALTERATION. DDUPLEX ]DEMOLITION DRELOCATION DMOBILE HOME IECTRICAL DPLUMBING -. DMECHANICAL OPOOL DSPA []RETAINING WALL DSOLAR EJOTHER - Address ng or Suite Nearest Cross Streets V.1 lei,.. ECK 02 Ener BELLY4 IF SUBMITTED: gyCalcs 02 StructuralCalcs.02 Soils Report _DiAddressed ASSESSOR'S PARCELSZO •3 EXISTING USE EST. VAL PLAN CX DEPOSIT_______________________________ VALID. BY DATE FOR OFFICE USE ONLY No. Phase No. PROPOSED USE BLDG. SO. FTG. 33Zt OF STORIES ' 'CONTACTPERSON NAMEt 4vtij4 ADDRESS-?, It CITY STATE ZIP CODE DAY TELEPHONE SIGNATURE LA&tj!L,*__- APPLICANT OCONTRACTOR NAME? FOR CONTRACTOR DOWNER ADDRESS tv-ft DAGENT FOR OWNER ,, CITY c1rt.P4 STATE ZIP CODE DAY TELEPHONE PROPERTY OWNER OWNER A %TZzt4h.1&,SR - DLESSEE OTENANT NAME IS.A ADDRESS PQt'b4t CITY d STATE ZIP CODE DAY TELEPHONE CONTRACTOR' S NAME'BA 'k Abr1i\UL&cL , ADDRESS PbB, CITY .4rt ,,b44 ' STATE 'Aç ZIP CODE DAY TELEPHONE 65 Aufv~4~ LICENSE CLASS 1 TITLE CITY'BUSINESS LIC. # __ SIGNATURE DATE I'/V?, .&cr7s \ CITY f ) STATE ZIP CODE -. DAY TELEPHONE STATE LIC. #fi i ,.innvrnc' fAIAnrLtCATflhI I Workers' Compensation Decla'e.t.i.o,'rf' I hereby affirm that I have a certificate of consent to self-insure issued by the Director ot IriOustriat 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' 'L&J1c POLICY NO. EXPIRATION DATE 190 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shalt not employ any person in any manner so as t,..ec subje t the Workers' Compensation Laws of California. SIGNATURE /DATE 8. OWNER-BUILDER D CLAR TI Owner-Builder Declaration: I he eby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I as owner of the proper or my mployees with wages as their sole compensation, will do the work arid the structure is not intended or offered for sale (Sec. 7044, Business and Pr 'oris Cede: The Contractor's License Law does not 'apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder-wiLl have the burden of proing that he did notbuild or improve for the purpose. of sale.). 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 contrctor(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 Cede: 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 Cede) 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 ($5001). SIGNATURE ' j //. .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 DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYS- DNo - Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES E] NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS 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 NAMES 00 -_Q1ve/'' LEWDER' 'ADDRES ' S 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 CARLSBAD 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 conrienced 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). %PPLICANTI DOWNER ]CONTRACTOR [:]BY PHONE - \\J WHITE: File 'YELLOW: Applicant PINK: Finance