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Home My WebLink About1340 LAS FLORES DR; ; 86-691; PermitCL. USE BALL POINT PEN ONLY &.PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - 2 r - 0 I herebyaffir that lam licensed under I U Poofle of Chapter 9 (commencing with I Section 7000) of DivisIon 3 of the Business I end Professions Code, and my license is in L'fuiI force and effect. - - - - -, I hereby,aflirm that I am exempt from the Conlrac ' toys License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county whicr. re- quires a permit to construct. alter. improve, demolish, or I repair any structure. prior toirs issuance also requires he ap plrcanl lx, soch permit In file a signed statement that be is - ' Icensed pursuant to the provisions 01 the contractor I License Law (Chapter 9commeocing with Section 7000 Of -....Oinision 301 the Business and Professions Code) or that is eo empt flroretrom and the basis for the alleged exemption. Any I violation of Secrrun 7031. by an applicant for a permit sob' , teds the applicant to a civil penalty or not more than live Son' -. dred dollars) $500). I. as owner 11 the properly, or my employees wrrh wages ,.as I Wry sole compensation. will do the work, and me struc' - lure isnot intended or olteréd for sale (Sec. 7044. Business ,_i and Professions Code: The Contractor's License Law dues 5 - not apply to ad owner of property who builds or impiones thereon and who does such work himself or through his own I employees: provided that such improvements are not intend- ed or Offered for sale. It. however. !he building or improve-- Z monr is sold within one year of completion. the owner-builder I will have the burden of proving that he did not build, or im' prone toy the purpose of sale). as owner of tue property, am exclusively Conlradlieg - with licensed coniractors 10 conslloct ff0 project I Sec. 7044. Business and Professions Code: The Contractor's License I Law does not apply loan owner of properly who builds or im- proves thereon, and who contracts for each projects' with a IA .contractor( s)' license pursuaof to the Contractnr's License I Z , . . Law). --'1,r'..i ' If As a homeowner I am improving my home, and the 10110w- I 4 ' ing con dirions enisl: - : " j - . t . The work is being performed prior In sale. - 2. I have lined in my home to, rwotne moolhs C.)prior to completion 01 this work. Ui - 3. I 'have not claimed this exemption during the ' last three years. Of am exempt under Sec. ' P .B& C. ,I for this reason ") I D thereby affirm that t have a certificate 01 consent to I sett.insxre. or a certificate Of Workers' Compensation In. surance. or a certilied Copy thereof (Sec. 3800. Labor Code) POLICY NO.. 0 ' . , L COMPANY . -Copy is tiled with the City 0 Certified copy is hereby furnished Ui r CERTIFICATE OF EXEMPTION FROM U • WORKERS' COMPENSATION INSURANCE Cd) , (This section need not be completed if the permit I - is for one hundred dollars 101001 or 10551ILI I Etcerlily that in the performance of the work for which I - this permit is issued. I shalt not employ any person in any 0 manner so as to become subject to the Workers' Compen. sOtion Laws of California. .;NOTICE TO APPLICANT: If, after making this Certificate'. at Euemption,jrxu should become subjecf 10100 Workers' I Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this perrnil shalt'. be deemed revoked. ,, , . • .5- .,J'"e Di hereby affirm that there is a construction tending Ix ageny for the performarióe of the work for which this per. UJ 0) hit is issued (Sic. 3097, Civil Code) ZI Ui) Lender's ...... Nam....- e - 'LèrTder's Addres , • -. -. - - CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT - 2075 Las Palmas Dr., Carlsbad, CA 92009-1915(619)438-1161 08 ADDRESS AV. ST. RD. THOMAS BROS NO. DATE OF APPLICATIONI Icr'7J BUSINESS LICENSE # VALUATION /f PERMIT NUMBER CONTRACTORS PHONE I ;7J ZONE LOT BLOCK DIVISION SOR P&1_40. — I C.,) A/7— A V (s-i OWNE A'S PHONE c) 4•f 3. - *_..i OWN NAME - -. ________________ BUILDING SO. FOOTAGE CONTRACTOR'S ADDRESS STATE LICENSE NO. PAr-cztlA " Ye)c "-Ae 0WNE AG ,4 -r— 17 9 b 0009 10/07 0.101 02Eadpnt DESIGNER DESIGNER'S PHONE 8782. DESCRIPTION OF WORK 1F . DESIGNER'S ADDRESS STATE LICENSE NO. F/P ' FLR ELEV. I I NO 0CC GP I ED - - - - - YDNO I • CENSUS TRACT PARKING SPACE I REX UNITS GRAOINGPERMITISSUED I REDEVELOPMENT 0 C LOAD FIRE SPA I AREA VTY4' - . I YO N °X yD c _, I vO N' Not Valid Unless Machine Certified — QTY PLUMBING PERMIT. ISSUE —3 / ..— OTY. MECHANICAL PERMIT. ISSUE /52. SUMMARY/ACCOUNT NUMBER FIXTURE TRAP , .47) J INSTALL FURN. DUCTS UP TO 100,000 BTU 9 — BUILDING PERMIT 001-8)0-00-00-8220 EACH BUILDING SEWER . - . — ' OVER 100.000 BTU ' - SIGN PERMIT - 001-810-00-00-8221 I CH CH WATERHEATEA ANDrOR VENT , PLAN CHECK 001-810-00-00-8891 GAS SYSTEM 1 10 4OUTLETS __ BOILER/COMPRESSOR UP TO 3 HP rACH 8OILER/COMPRESSOR 3.15 7c( TOTALPLUMBING 001-810-00-00-8222 SYSTEM S OMORE ' ______ ACH-GAS 001-810-00-00-8223 EACH INSTAL,. ALTER, REPAIR WATER PIPE - METAL FIREPLACE ' VENT FAN SINGktO MECHANICAL 001-810-00-00-8224 ELECTRICAL EACH VACUUM BREAKER - c5L M E C H 'D MOBILEHOME 001-810'00-00-8225 JATE SOFTNER: .. - • ' ,. RELOCA(!J EA.FUFttE/'HEAT i) SOLAR ' • - 001-810-00-00-8226 - - EACH ROOF DRAIN (INSIDE) - _J DRYER VENT 'e5D STRONG MOTION 880-519-92-33 TOTAL MECNICAL FIRE SPRINKLERS O810-O0-00-8227 TUIAt. PLUMBING I PUBLIC FACILITIES.FEE 0 '- -81O'00-00-8740 3 _O ( OTY. ELECTRICAL PERMIT - ISSUE . OTY. MOB SETUP ' BRIDGE FEE 360-810-00-00-8740 _ _____________ __________________________________________ ______________ PARK-IN-LIEU (AREA NEW CONST EA AMP'SWI BKR J4$ CAR PORT - TIF - 312-810-00-00-8835 400 - I PH 3 PH - . . ' AWNING . LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EAAMP/SWT'BKR GARAGE - - FMF - 1 PH • 3 PH . ' ' _—-----.. - LICENSE TAX 001-810'00'00-8162 REMODEL -ALTER PER CIRCUIT ' - ')-. - MFF 880-519-92-57 /5b IEMPPOIE 200-AMPS - - • -. /..b' - '-\- -- - - - -1 - - OVEH200MPS TEMP OCCUPANCY 30 DAYS) - • • . . - /' 7a - - -- - 1! fit . I - CREDIT DEPOSIT TOTAL ELECTRICAL TOTAL FEES PAYABLE - Lg79Q.o( - 'MaC - I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit rssued by the Building Otirciaf under the provisions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATKNS OVER I Code shatf'eoj,ire by limitation and become Ruti and void If the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from 5' the date of such 0' DEEP AND DEMOLITION OR CONSTRUCTN OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ) permit, or if thebuilding or,work authorized byd'Z 4 Tch permit suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- J abandoned at any time after the work is commepted for a p4i 01180 days STRUCTION. WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE 4 OWNER ICONTRACTOR KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS. COSTS AND 0 APPROVED By DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 GRANTING OF THIS PERMIT, I 0 C) a, 0. C 11 TYPE DATE INSPECTOR BUILDING FOUNDATION v6D REINFORCED STEEL ! ________ MASONRY GUNITE OR GROUT SUB FRAME Li FLOOR Li CEILING SHEATHING Li ROOF Li S1-EAR r( OA FRAME 1v4"' EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING Li SEWER AND BL/CO LI PL/CO UNDERGROUND Li WASTE EJWATER TOP OUT Li WASTE DATER TUB AND SHOWER PAN GAS TEST Li WATER HEATER Li SOLAR WTER ELECTRICAL Li ELECTRIC UNDERGROUND UFFER- L .. ROUGH ELECTRIC 4'r.jc Li ELECTRIC SERVICE Li TEMPORARY. Li BONDING Li POOL MECHANICAL Li DUCT & PLEM, Li REF. PIPING - HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTiON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL - MECHANICAL GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REQ. IF CHECKED INSPECTORS -APPROVAL DATE . .. -- SOILS COMPLIANCE - PRIOR TO - . - --.- L - FOUNDATION INSP STRUCTURAL CONCRETE- - - OVER 2000 PSI CONCRETE - PRESTRESSED - - POST TENSIONED CONCRETE FIELD WELDING - - - BOL1S -. . - - HIGHSTRENGTH - - .- SPECIAL MASONRY 14 PILES CAISSONS k - * — - till- - . 4 - - -. 114tF RAIlPAIT Ph flhlY & PDFCC I4AQfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. -, CARLSBAD BUILDING DEPARTMENT ' APPLICATION & PERMIT 2075-Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADDRESS AV, ST. THOMAS BROS NO. ID OF APP CATI N BUSINESS LICENSE U VALUATION - PERMIT NUMBER li=J I 7ft ZONE LOT BLOC K SUB Dl VISION OR PARCEL CONTRACTORS PHONE J pr, ii AS PHONE 7 '') 5 FC~ONTRACTOR NAME ______________________________ ORS ADDRESS 8UILD RS _____________ STATE LICENSE NO. 3 S -711 - 5/ DESIGNER'S PHONE 1Z.Er q-7-o,i 7 DESIGNER'S ADDRESS STATE LICENSE NO. 220 09/27/88 0001 01 02 OFBRK (oJs-cçL' BldPmt 1855.0 F/P FLRELEV. NO I- OGP EDU - STORIES YO NO I _________________________________ - - - CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT I , TYPE 0CC LOAD FIRE SPA I AREA i I CONST 7 0 N 0 0 NO ____ J YO NO Not Valid Unless Mac/tine Certified QTY. PLUMBING PERMIT - ISSUE OTY. MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP , - INSTALL FURN. DUCTS UP TO 100.000 BTU - BUILDING PERMIT OO1810-00-00-8220 EACH BUILDING SEWER ' OVER 100,000 ETU SIGN PERMIT 001'810-00-00-8221 EACH WATER HEATER AND/OR VENT , BOILER/COMPRESSOR UP TO 3 HP - PLAN CHECK 01-810-00-00-8891 - EACH GAS SYSTEM ITO 4 OUTLETS . - BOILER/COMPRESSOR 3-I5 HP , TOTAL PLUMBING 0011 -810-00-00-8222 EACH GAS SYSTEMS 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 Cl: 4 fi ____ MOBILEHOME 001-810-00-00-8225 ______________ WATER SOFTNER , - RELOCATION OF EA FURNACE/HEATER' SOLAR 001'810-00-00-8226 EACH ROOF DRAIN (INSIDE) . DRYER VENT , JJ'( kI 0 5 STRONG MOTION 880-519-92-33 - - — TOTAL MECHANICAL F CIfl,AN 1989 Nat. FIRE SPRINKLERS ' 001-810-00-00-8227 / TOIAL PLUMBING PUBLIC FACILITIES FEE 10-00-00-8740 /2.a ft QTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOME SEcE[OPMEI PROCg Ø1IDGE FEE 360-810-00-00-8740 SV1cIN-LIEU (AREA NEW CONST EA AMP'SWl BKR CAR PORT - - TIF -. 312-810-00-00-8835 I PH 3 PH - AWNING . LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMP/SWT'BKR GARAGE FMF 1 PH 3 PH - , - - LICENSE TAX 001-810-00-00-8162 REMODEL'ALTER PER CIRCUIT , MFF 880-519-92-57 TEMPPOLE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) _______ CREDIT DEPOSIT TOTAL ELECTRICAL I TOTA) TOTAL FEES PAYABLE 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 I Code shall expire by limitation and become null and void lithe building or wOrk * AN HZPERMtI..1(EQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND) FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or it th.bo-trding or work auth eized by Such permit is suspended or s' 0" D , lt1'OEMO1ITION OR CONSTRUCTION OF STRUCIU $ OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned aanry Iirp after the work i OmmenCed for a period of 180 days Air STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND S A AW C S KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOLIENCE OF THE BY PHONE 0 GRANTING OF THIS PERMIT, OI hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I hereby afhrm that I am exempt from the Contrac- or's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county whicr. re- quires a permit to construct, alien, improve. demolish, or - repair any Structure, prior is its issuance also requires he ap- plicant for such permit to tile a signed statement that he is lIcensed pursuant to the provisions of the Contractors - License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violution of Section 7031.5 by an applicant for a permit sob' - jects the applicant to a civil penalty of not more than five hun- dred dollars ($500). I I, asowner 01 the property, or my employees with wages as their snte compensation, wilt do the work, and the struc- tare is not intended or offered ton sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend-of or uttered for sale. It, however, the building or improve- mentis sold within one year of completion, the owner-builder will have the burden 01 proving that he did not build or im- prove ion the purpose of said. I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or im-proves thereon, and who contracts for each projects with a contracton(s) license pursuant to the Contractor's License Law). ii As a homeowner 1 am improving my home, and the follow-ing conditions exist: I. The work is being performed prior to sate. I have lived in my home for twelve months prior to completion 01 this work. I have not claimed this exemption during the last three years. o lam exempt under Sec. ,B & P.C. for this reason _r' O thereby affirm that I have a certificate of consent to sell-insure. on a certificate 01 Workers Compensation In. sarance. or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY Copy is tiled with the City 0 Certified copy is vereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars 101001 or less) 0 t 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 Compen' sation Laws of California. NOTICE TO APPLICANT: If. utter making this Certificate of Exemption, you should become subject to the Workers'• Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall he deemed revoked. 0 I hereby affirm that there is a construction lending Ix agency for the performance of the work for which this per. UJ O mil is issued )Sec. 3097. Civil Code) ZI Mi- .Lender's Name L . Lenders Address__________________________________ TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME U FLOOR U CEILING SHEATHING U ROOF U SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING Li SEWER AND BLICO U PL/CO UNDERGROUND U WASTE U WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST U WATER HEATER U SOLAR WATER ELECTRICAL U ELECTRIC UNDERGROUND U UFFER ROUGH ELECTRIC U ELECTRIC SERVICE U TEMPORARY U BONDING 0 POOL MECHANICAL U DUCT & PLEM., U REF. PIPING HEAT — AIR COND. SYSTEMS • ,, VENTILATING SYSTEMS - H CALL FOR FINAL INSPECTION WHEN ALLAPPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS N.. -'S FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES - INSPECTION REQ. IF CHECKED INSPECTOR'S APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS or- t/ 1 7 5T30 O\5.\8 0007 OT - '-5--."-- -s-.--- - I • CASHIER'S VALIDATION (gitgL11(gar1 bob ,. SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE ?OR BUILDING PLAN CHECK NUMBER:PC BUILDING ADDRESS: BUILDING TYPE: it1O[,J1/Iii NUMBER OF EDU'S: 3-r , c OWNER: I 4 ' CALCULATIONS: ' -4- MAILING ADDRESS: " Cif CONTRACTOR:_ 0009 10/07 0101 046anitri 1690.001 MAILING ADDRESS: LEGAL DESCRIPTION: ___________________ CONNECTION FEE N\ I COST PER UNIT /OO.) - x NO. UNITS JU(X) P LATERAL CHARGE: 7 TOTAL CHARGES: /f C) ASSESSORS PARCEL NUMBER t PREPARED BY (PRINTED NAME) '.5 COMMENTS: /3 OCT 1087 5') IC) I04 PA CCI TRE%IpcR 4 I IT 'ARLSBADCARLSBAD ' CA zz ' '••'S . WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT:. CONTACT PERSON:_ CONTACT TELEPHONE:. / / 86-691 DATE: 12-14--88 1340 Las Flores UNIT NUMBER: . PHASE NO.: SFD NUMBER OF UNITS: ' 4 Lou Furrer . DEC 1988 729-'7525 all deot \'0 DEPJI, INSPECTED DATE Ø ,. BY: INSPECTED: 1' APPROVED .. DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED DISAPPROVED COMMENTS: 00, Rev 1186 WHITE: Suspense BLUE: Water District GREEN: Engineerl AY: Utiliti PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86690 DATE: 121488 PROJECT NAME: ADDRESS: 1350 Las Flores Dr PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: SFD NUMBER OF UNITS: CONTACT PERSON: Lou Furrer S CONTACT TELEPHONE: 297525 INSPECTED BY: INSPECTED BY: INSPECTED BY: ________ DATE INSPECTED: APPROVED . DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED COMMENTS: cb ~b Wax Al Rev. 1186 WHITE: Suspense BLUE: Water DlstriREEN: Engineering ANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION 4 PLAN CHECK NUMBER: 86-691 DATE: 12-1t-88 PROJECT NAME: ADDRESS: 340 Las Flores PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: (iIIIII 1 NUMBER OF UNITS: LouFurrer CONTACT PERSON: 729*7525 CONTACT TELEPHONE: zafl dept INSPECTED: INSPECTED DATE /.2 BY: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: WateDistricL GREEN: Engineering CANARY: Utilities PINK: Planni :Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-691 DATE: 12-14-88 PROJECT NAME: ADDRESS: 1340 Las Flores PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: SF0 NUMBER OF UNITS: 1 CONTACT PERSON: Lou Furrer CONTACT TELEPHONE: 7297525 all dept INSPECTED DATE INSPECTED: DEC 1 1988 APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED costa Real Municipal Water Distr'c Engineering Department COMMENTS. 4383367 ; . I Rev. 1/86 WHITE: Suspens DisGREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire 0 'FINALtBUILDING INSPECTION PLAN CHECK NUMBER: 86-691 . DATE: 12188 PROJECT NAME: 30 Ls Flores ADDRESS: PROJECT NO.: UNIT. NUMBER: _________________ PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: Lou Furrr CONTACT PERSON: 729-75S CONTACT TELEPHONE: all dept INSPECTED DATEECTE: APPROVED DISAPPROVED INSPECTED DATE . BY: INSPECTED APPROVED _____ DISAPPROVED INSPECTED. . DATE . BY: INSPECTED: _____________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Sspense BLUE: Water District GREEN: Engineering CANARY: UtiIiNK: Planning LD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: 1 0 APPLICANT RISDI JURISDICTION: i T' CAJL SB'D "tjPLAN CIIEC []FILE COPY PLAN CHECK NO:. a'7I DUPS ODESIGNER PROJECT' ADDRESS: )PARCEC / • /&AS. PROJECT NAME: ON 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- • .' des identified SErc tOe-u are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies D identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant 'contact person. fl 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 complet-7 19*'Esgil staff did advise applicfrr1hat the plan check has no been completed. Person cocted:.Cthr' /'WSS&,ti Date contacted:_ Telephone #72J--- 4-14.5 REMARKS:(i) PLI\) u'iFr EifM&i1 By,: '(ED At&/v Enclosures: ES'GIL CORPORATION Lc 7 ) • L. 4 0 V I ESGIL. CORPORATION • 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)5601468 DATE: 7 7-&2 []APPLICANT cDrJ1uSDTC'rr JURISDICTION: -/1Y F C4.c8&D flPLAN CHECKER DFILE COPY PLAN CHECK NO: &- i) jj. . :ups ODESIGNER PROJECT ADDRESS: 2 iJ.Lf PROJECT NAME:_______________________________ Ej 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. DThe 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 herewithis f or your information.. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U 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: CA- gMUeJ • CP,IA- LAJe C) (4 2Dg Fl Esgil staff did notadvise the applicant contact person that plan check has been completed. . Esgil staff did advise applicant that the plan check has been completed. Person contacted: 6A-1QY./eAt40&k) Date 7J3'7 • Telephone #____________ REMARK . s.i By: 6__4itt Enclosures: - - ESGIL CORPORATION JURISDICTION: . D8tC 1//6 ' PROJECT ADDRESS:F€(E/. •i'2, /L?Y. c TO: A Ae X,1, /U i PLAN CORRECTION SHEET Plan:- Check No. ..- Date plans received by the jurisdiction_________ Date plans received by plan checker Date initial plan check completed By SYrD ILEE(h FOREWORD:PLEASEREAD 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: 2-IIL 5 22 9. 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. () 7-ir 7_'•- () $jto A'OC(J 7t'/,kDRA/L 4Jui(f:'/ Fr_MT_A E/4ir?_,4LE_71_7L/_7f_/',c (7Lñ. '7ç')?(7 A)OTC_PA-JS 7 5E /'_0 /JUft3 /J (I 2A) P_Stet.j F4ôtL)2LS t'LS.I.J/1LLE'' ' Ove r- A1/-1 sr&t_3 ,4-AJ.b 51q7-,/ tt /Sup/,f _7D FLoo r- L3E--f-,1A 713 86 L/Et7X1 /6't P-4676 ALL-/3774).S. (I) , iZ bi71—ii ø 61 V//J E1R.'fA z"I'JE-1cs 7_0-7:; 'or oy,Q. L-!'I/J(-, /62014. 7)o- '-' 4 rE&T'. (2) /ELL ___ 7Zi36_kiJ6.LôVE.AJ. (/74) 1 6ti0)_7fl _7 WA SGL CO?OftVflOS 9320 SJ1E 2108 - CCC CA 92123 - 6O-468 - DATE: /2 - JURISDICTION: CITY OF CARLSBAD 0 PLAN CHECKER 0 FILE COPY PLAN CHECK NO: SC-- C9 f-] UPS []DESIGNER PROJECT ADDRESS: i"1/CEL PROJECT NAME: O S 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 O S with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. S The plans transmitted herewith have significant deficiencies S identified on the enclosed check list and should be corrected - and resubmitted for a complete -recheck. •: The check list transmitted herewith is the jurisdiction's S ' copy for your information. The plans are being held at S Esgil Corp. until corrected plans are submitted for recheck. O The applicant's copy of the check list is enclosed for the S jurisdiction to return to the applicant contact person. • The applicant's copy of the check list has been sent to: R,vj J, (o eogc, A Ui CA- q?0 83 O S 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: 4-R'( iA_vu1O!~i&J rr-oIsL4)P(--- - Date contacted: 1 _ Telephone #724L414'9 REMARKS: BY: sy&t ENCL: ESGIL CORPORATION z) 1&& PLAN CE= NO. JURISDICTION: (III! OF CARLSE1D I%y: TO: 61 Y /A1) S&-AJ / 09 c C&991A L,J A-q2Oe3 TgLKNEND. PROJECT ADDRESS: 07 A66• rA #z,. L3 Date plans received by Esgil Corporation: Applicant contact person: 'L ephone 4/49 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Codes Uniform Mechanical Code, - National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The ylan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on lane and ordinances enforced 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: 1982 UBC (eff. 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. PLAN CORRECTION STh.E FAMILY AND DUPLEX INJEL.LINGS Date plans received by jurisdiction: To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification. etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NEMMS ARE NOT IN SEQUE= AS PAGKS HAVIM No MMS MMIM CONS WE Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 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: dtcice centax U.s 02 gtoaat or slImy to oparty line and distance from property lines to proposed building. Section 302 (c). JJ( 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)). 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. ,)3 "Show location of permanently wired smoke detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 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. elevations at all lot corners. Section 302 (c). V,J-( A L V L477O AJ S JD Sk.TZJ,eñ /4-'ij lb 1C 2 3/25/86 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. () Indicate on the Title Sheet of the plans, - name of person responsible for the preparation of the plans. Section 302 (a) 7. Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (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 1982 UBC, UMC, and UPC and 1984 NEC. 3-( 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 and approximate finish floor elevations for all structures and show C. RMH SIZE • LI. VUJ •\5 LLDt Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in )Y. 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)). X. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 4. Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. 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). zfl No habitable room, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). 4'. Show that ceiling height for habitable rooms is a minimum of 71 6". Section 1207 (a). XC Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 71 0". Section 1207 (a). 3 3/25/86 Diandon on ths plans, the 30 tsar width watew closet compartments and 24" eanance in front of water closet. Section 511 (a) (jj) Specify safety glazing for glazing in hazardous locations such as glass do, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. F 16&c11 D9,2 i14s.S ). Glazing, in the sane 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 on faceted glass. Section 5406 (ci) 7. 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. ,2. 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 1/2 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. staty ding ehall have a dimension, in the d±.cton of travel, at haâst equal to the stairway wIdth. Section 3306 (g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3396 (g). 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 minimum 9 inches at a paint 12 inches from where the treads are narrowest. () Maximum rise is 8 inches. Minimum width is 30 inches, Ile Provide spiral stairway details, per Section 3306 (f): ,a 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. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). D. ECITS, STh]AYS. AND RAILINGS Floors above the second story shall have not less than 2 exits. Section 3303 (a). ,X( Required exit doorways shall be not less than 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 railings 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. G3 Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 911. () Minimum headroom is 616". () Minimum width is 30". jj handrails per Section 3306 (j), shall satisfy the following: /01 Provide handrail for stairways with 4 or more risers. () handrail shall be 30" to 34" above the nosing of treads. (j) The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). 4 3/25/86 J3 Spiral stairways must have a clear walking space of 26 inches between the column and - handrail, show dimension. Section 3306 (f). Provide I.C.B.0. Research Report and Number, for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans Section 306 (a) 4B and Section 306 (f). In buildings over 2 stories in height, provide 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). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 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 (m) K. ROOFM )8 Specify roof slope. 49"Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). 050. Specify roof mt...ial nd application. Chapter 32. ,1" Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. 5 3/25/86 T clove for a fire ret &iat 'bit-up roof, with rock or gravel s%trfacing,, in 3 inches in 12 inches, Section 3203(e) 2. The minimum slope for a fi-re 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 feet roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3201. .5( Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylight 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 eave vents or cornice vents. Show required area and area provided. Section 3205 (c). F. MASONR! Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. • .00 Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. Show height and constriictieta datailsz, cf all masonry walls. Chapter 24, Note that cleanout openings shall be provided at the bottom of all cells to be groat filled over 4' in a single pour. C1oaniut shall be sealed before grouting, after iaction. Section 2414 (a) 8. 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 2312 (j) 3. A. Provide details for damp proofing the I foundation walls, below finish grade, where - -- useable 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 G GARAGE AND CARPOS Garage requires one-hour fire protection on the garage side of walls and ceiling coon to the dwelling. Table 5. B. Section 503 (d). ,Oe All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). 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. Ooaaingi bstan carport arid residence require 1c10s1a2 doors and stationary windows ection 1214. h-oa garage framing section, sins of bander over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddownn if required. chapter 2, NOTE: Maxim= shear panel ratio of haight to width is 3 1/2 to 1. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not mere than 1/2" lower than the door threshold. Section 3304 (Ii). 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). H. FNDATI€NI RjijJjcITS 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 w'lth the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. (,) Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. PM-A JV4J7 ,'XJ A'4 .Si, fL3 6 3/25/86 GJ. The soils report recommends zcaatiors bo 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". .: . Show height of all foundation walls, Chapter 23. 9. Show height of retained earth on all foundation walls. Chapter 23. . If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills Chapter 29 Note on plans that wood shall be 6" minimum above finish grade. :Section 2516 (c) 7. -: () Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported Stenwall Width Depth 1 6" 12" 12" 2 8" 15" 18" 5 3 10" 18" 24" ....*Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 7 3/25/86 OT iam6atièn sills to be euro treated, at equal. section 2516 (c) 3. Show foundation bolt sine and eaing. Section 2907 (e). Specify size, I,COb.00 number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). ,J8'( 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) 2. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the elevations, 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). X. Show pier size, spacing and depth into undisturbed soil. Table 29-A. (J Show minimum underfloor access of 18" x 24". Section 2516 (c). () Show minimum underfloor ventilation equal to 1 sqi 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). Specify that posts embedded in nerete Shoe 1/2" dninu clearance betwean top shall be pressure treated per UBC Std. No. 25- plate of interior partitions and bottom chord o 12. Section 2516 (c). zsses (To ensure loading will be as designed). I. FRAMIJI o) Show double top plate with minimum 48" Show wall bracing. Every exterior wood lap splice. Section 2517 (g) 2. stud wall and main cross partition shall be braced at each end at least every 25 feet of Show nailing will be in compliance with length with 1 x 4 diagonal let-in braces or Table 25-Q. equivalent. Section 2517 (g) 3. Show or uote.ire stops at the following 91'. Note cross bridging or blocking. Floor locations per Section 2516 (f): joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not in concealed spaces of stud walls and exceeding 8 feet, unless both edges are held in partitions, including furred spaces, line. Sec. 2506 (g). at the ceiling and floor levels and at 10 foot intervals along the length of Show blocking at ends and at supports of the wall. floor joists, and for rafters at exterior walls. Section 2517 (d) 3. /-N at all interconnections between concealed vertical and horizontal 99 Show solid blocking at ridge line and at spaces such as occur at soffits drop exterior walls on trussed roofs. ceilings and cove ceilings; Section 2506 (g), Section 2517 (h). in concealed spaces between stair Show double joists Floor joists shall be stringers at the top and bottom of the doubled under bearing partitions running run and between studs along and in parallel with the joists Section 2517 (d) 5 line with the run of stairs if the walls under. the stairs are unfinished; Bearing partitions, perpendicular to •. and joists, shall not be offset from supporting girders, beams, walls or partitions, more' than (Z) in openings around vents, pipes, the depth of the joist. Section 2517 (d) 5. ducts, chimneys, fireplaces and similar openings which afford a Show rafter ties. Rafter ties shall be passage for fire at ceiling and floor spaced not more than 4 feet on center and be levels, with noncombustible just above the ceiling joists, where rafters and materials. ceiling joists are not parallel. Section 2517 (h) 4. Show stud size and spacing. Maximum ,p)8 allowable stud heights; Bearing wall: 2 x 4 and Show rafter purlin braces tobe not less E=) 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 45 degrees to the horizontal. x 6 max. 201. Table 25-R-3. Section 2517 (h) 5. Studs supporting two floors, a roof and cei13.ng must be3x4or2x6at16"o.c. Table 25-R-3. 8 3/25/86 0. Note an A.I.T.C. Certificat Ciiencn for glued laminated wood members iinll ba given to the building inspector prior to ereotion. Section 306 (f). 210itling Detail all post to beam and post to connections and reference the detail to the plan. Section 2516 (in). 4. Detail shear transfer connections, -1ncluding roof and floor diaphragms, to shear walls. Section 2513. 113 Specify nail size and spacing for all i "illo, floor and roof diaphragms ..-Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 1, J, K) and Section 4713 (d). ip(. Show 3" x 4" or 2" x 6" studs in first 4tory of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. -ghc on the lens all struotaral recsatrswnsts develoi,e61 in the structural calculations. 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 projeàt 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. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea, 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o • c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 127. Specify plywood grade and panel i entification index. Table 25-N. )28 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" framing shall be solid blocking. Section 2511 (g) 4. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. l) Ou $7-/)7JIA1. C4- Jr '.S ,tioi CL&lI bUHICJ/ &t4.u4L.L /6 fRb V1 )H-&R. Pic 4 6y.Pj FO 71-f 7L'is _-5(-tiiJ& Dt6,t)&b ~ /1fLJ/LL. ç RooF ç- FLOL ?&'i S ' ZYSIK iJyM 571VCTZJiAL1 iL)LA-T/'óAJ m-e f&JJi71/J6 -te< . , , 9 3/25/86 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. iF Section 2517 (g) 4. )21. Show plywood sheathing overexposed eaves, or-other weather exposed areas, is exterior grade. Section 2516 (g) 3. Pf Show a weep screed at the foundation plate line on all, exterior and stud walls .to be stuccoed. Section 4706 (e). - ps. Show corridor width to be minimum 36". Section 3305 (b). - - - Specify truss layout for 30" x 30" attic access. - 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). J. MEANICAL All heating, ventilating, and cooling systems and-appliances shall comply with the Uniform Mechanical Code. 137 Show the size, I- t i =qq)e of all heating and cooling appliances or systems. Jae Show source of combustion air to furnace, per Chapter 6, UMC. - 6134'. 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, Section 1211. 10 3/25/86 thuo 0' 'deap unobstructed wcrkin spa_- n front of furnace, Section 505, UMC. 141. Note on plans, clearances to be -per -(i~ manufacturers listing. Section 504, UMC. 2. Furnace shall not be installed under any stairway. Section 704, 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. )4. Show I.C.B.0. 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. ,.14(. 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 details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. - () Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. USC, Section 1706 (a) 6. Show permanent electrical outlet and - lighting fixture controlled by a switch for the - - attic furnace. Section 708, UMC. K. ELECTRICAL (NAIIONAL All wiring shall comply with the 1eit±ena1 Electrical Code. 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. )8'2. Electrical receptacle locations and/or spacing is not adequate in Show at least one convenience outlet other - than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 2l052. S4. Note convenience outlets in bathrooms, : 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. L. PLIJMBIM (UNMM PUJMBING QDE 6 . Show water heater size, type and1e4ien. on plans. UPC, Section 1310. Show source for providing combustion air to fuel burning water heater. If wall opening 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. 11 3/25/86 i omstian water heater shall not be installed in bath or badroon, or in a closet opening into bath or badroon IWC, Section 1309. Provide adequate ha Her to protect water heater from vehicle damage. UPC, Section 1310, Show T and P Valve on water heater and chow route of discharge line to exterior. UPC, Sectiân 1007 (e). 1V Provide dryer vent to outside UMC, Section 1903. (j) Note on the plan that hoes bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. Shower stall shall accommodate a 309 circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). N. NOISE 19SMAXION (1JPLcES) Show details of duplex common (party) : walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC).rating on floor/ceiling of 50 decibles. Title 25. 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. 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. N. EMM CONSMATION: PLZ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packageo or submit calculations. The law also requires that many mandatory conservation items be satiofled. Q Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. 168 The plan sheet showing the required e ements of the selected energy package, and listing the design elements showing compliance -with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. - we () Show on the plans the "R" value for the , floors, ceiling and related areas. 6T Show double glazing as per Energy Design, on Glazing Schedule. J.33' Show on the plan how shading requirements are satisfied. () The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: (1) 5 pc y' Ox) 64-Rp&rEc //n7/-L fr2Ac of- 2- % 67 F& e 12 3/25/86 6 3 oify On the yeildi ilane -all of the energy 00nsnr47ati0n requite as listed on the eu1osure titled, Energy ConserrationReonxement&9. - pocza Show the size, type, make, nodal and tion of the space heating (or cooling) system and provide heat loss calculations if the output BlWHr. eceeeds 45,000. 0. CARLSMD s. y. & MPLEX SUPPLI ,kY Energy conservation design should be for Zone 7 . See attached energy packages (17~) Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). 78 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). 3241 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). () 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). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 182. Show on the Title'--ha-at on the piasu)) the information required by the etteohed Developmental Services Sheet 20263 All new residentialbuthth5e, including additions, 'require a soils report, .lneaa submit two copies. Heavy timber framing, min±iuii 6' x 10" beams and minimum 8" x 8" post, ±e the structural beam and column supportin2 the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 6J . 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 619/438-5525. 3C Aflaptir4g Or6inayice 87'2 retoies \' te tareat cn all ttrqjeturez alec. l84.230. lae co I' enee with MC Section 323e), City ()rdinaece 9792 eeuirea tee park-ing spaces/unit eith clear area of 20x20' 1.0. no essinçj machines, etc.. Show compliance. DC--M-IL nl(O 5ff 0 W AJ FOR FOU#JDA71O,J SruJ(eAJ CAIJó 5A-8 A-AJ1 L1-vAJAtE 1' fA7/Y? /IJb ,;.4-L 3Hot 7A-IL. ? R6PR/JeD AJ• 1'M-A15. iee Of /?j'ov P/774J 410- Lt ?Y4- •&A-A1 AS SH-ocJ,-J TPr/L 1/8 *fPEi A) PL" S . (Y4tI Thank you. Enclosures: 13 10/6/86 BUILDING PORTION BUILDING AREA VALUATION MULTIPL.IR VALUE Z 3 O i 'f 1* Air Conditioning Commercial - Residential Res. or Comm. Fire _Sprinklers Total Value .) ate i CITY OF CA1L-Al) Prepared by 2iLc1g •fl3;q yer, Ac.eET7i VALUATION AND PLAN CHECK PE Egi PLAN CHECK NO. (- 1 I BUILDING ADDRESS J2A-E LJ- APPLICANT/CONTACT rMY RA_'it& PHONE N BUILDING OCCUPANCY t?- DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) OFfandicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee $ COMMENTS 8/4/82 P10f-Lc DATE PLAN CHECK No. b ADDRESS L_ PLANNING ZONE: TYPE OF PROJECT AND USE: S SCHOOL SIDE SETBACKS: FRONT i7_ CARLSBAD SAN MARCOS REAR DISCRETIONARY ACTIONS:____________________________________________________________ REDEVELOPMENT PERMIT REQUIRED: I4 /"7 - - LANDSCAPE PLAN COMMENTS:')I7/7'" ENVIRONMENTAL REQUIRED: COASTAL PERMIT REQUIRED: YES NO - - ADDITIONAL COMMENTS:______________________________________________________________ a) a) -- [IJSfsU *:uJ4_ _____ ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED?9J— APN CHECKED? ________________________ EASEMENTS: yvL. RIGHT-OF-WAY: EDU'S: hO DRAINAGE:___________________________ IMPROVEMENTS:Fv_,tb1i4r,Lik_ FIELD CHE'k DATE & INITIALS: k PERMITS REQUIRED GRADING: F"-L ' 12 GRADING COMPLETION CERTIFIED: DRIVEWAY INDUSTRIAL V_j2.Q2 '244f__4J s INDUSTRIAL WASTE:/V FEESREQUIRED PARK-IN-LIEU QUADRANT:_/1 'FEE PER UNIT: 1 ______ TOTAL FEE P.F.F.:f2gjjJ TRAFFIC IMPACT FEE PER UNIT: &( TOTAL FEE:______________ FACILITIES MGMT. FEE:',it. BRIDGE & THOROUGHFARE FEE:_____________ SEWER FEE (CONNECTION))c2 3ci3 SEWER LATERAL:9t7O ADDITIONAL COMMENTS: a) 4-' 13 OK TO ISSUE: DATE:__________________________________ DPD2:DPD6: 10/24/86 CITY OF CARLSBAD DEVELOPMENT PROCESSING SERVICES S . . APPLICATION AND COST ESTIMATE OF SANITARY SEWER LATERAL CONNECTION WORK ORDER NO.:___________ PART I - TO BE COMPLETED BY. DPS SEWER LOCATION: . BUILDING PLAN CHECK NO.:-8(o-/ ADDRESS: 1340 4,5 wis De.. - APN: - LEGAL DESCRIPTION: 124recgL 2 P,vi /3a7 CONTACT PERSON: . PHONE NO.: 729-q303 INIMUM INCH ABS SEWER PIPE IN PLACE - NOT TO EXCEED $q0 10 FEET DEEP AND 30 LINEAL FEET HORIZONTAL 'DISTANCE. - ADDIITONAL CHARGES FOR ANY DISTANCE EXCEEDING 30 LINEAL FEET HORIZONTALLY FEET AT PER FOOT $ ADDITIONAL CHARGES FOR ANY DEPTH EXCEEDING 10 FEET FEET DEEP AT PER FOOT $ I ADDITIONAL CHARGES FOR PLUGGING EXISTING SEWER LATERAL $ TOTAL CHARGES FOR CONSTRUCTION ADDITIONAL CHARGES FOR CITY OF CARLSBAD SERVICES AT 50% OF ABOVE CHARGES $ TOTAL CHARGES $_co ?o --- 1911 ACT A.D. NO.: DWG. NO.: RECT. NO.: •- BY:___________ PART II - TO BE COMPLETED BY UTILITIES DEPARTMENT FOR SEWER LOCATION Main Depth: Lateral Depth at Property: DPD2:FORM:DPD8 S fl 0 r. L SITE PREPARATION AND FOUNDATION RECO4ENDATIONS KOUNS LOTS LAS FLORE.S DRIVE CARLSBAD, CALIFORNIA PREPARED FOR:. Ms. Pat Kouns 1365 Forest Avenue Carlsbad, California 92008 PREPARED BY: . . . Southern California Soil & Testing, Inc. Post Office Box 20627 6280 Riverdale Street San Diego, California 92120 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVEROALE ST. SAN DIEGO. CALIF. 92120 • TELE 2804321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 678 ENTERPRISE ST. ESCONOIDO, CALIF. 92025 • T E L E 746-4544 September 17, 1986 Ms. Pat Kouns SCS&T 8621177 1365 Forest Avenue S Report No. 1 Carlsbad, California 92008 SUBJECT: Site Preparation and Foundation Recommendations, Kouns Lots, Las Flores Drive, Carlsbad, California. Dear Ms. Kouns: In accordance with your request, we are providing herein site preparation and foundation recommendations for the subject project. . S PROJECT DESCRIPTION. It Is our understanding that the site will be developed to receive a two and/or two-story residential structure of wood-frame construction. Shallow foundations and raised floor systems are anticipated. Grading will be S minor and for drainage purposes. SITE DESCRIPTION The subject site Is located at in the City of Carlsbad, California. The lots are vacant and bounded by residential developments. The lots legal description is Parcel 2 and 3 of Parcel Map Number 13027 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 8621177 September 17, 1986 Page 2 SOIL DESCRIPTION As exposed in four test pits the site is covered by approximately one foot of loose, humid, light-brown, silty sand. These deposits subsequently are underlain by at least two feet of medium dense, very porous, humid, tan-brown, silty sandy subsoils. An expansion index test and single point consolidation tests were performed on representative samples of the foundatiofl soils. This and other test results are presented on Plates Number 1 and 2. CONCLUSIONS AND RECOI'V4ENDATIONS GENERAL No geotechnical conditions were found which will preclude site development 'as presently proposed. The site is underlain by compressible topsoils and subsoils. These materials are considered unsuitable for the support of settlement sensitive improvements and will require partial removal and replacement as compacted fill. The prevailing foundation soils were found to be low expansive. The following recommendations reflect this condition. GRADING SITE PREPARATION: Site preparation should begin with the removal from the site area to be developed of all existing vegetation and deleterious matter. Existing loose topsoils and subsoils underlying areas to receive settlement-sensitive improvements, (driveways and exterior slabs Included) should be removed toa depth of one foot below the bottom of the proposed footings. The soil exposed should then be scarified to a depth of 12 inches, heavily watered and recompacted to at least 90 percent, as determined in accordance with ASTM D-1557-78, Method A or C. Minimum horizontal removal limits are five feet beyond the perimeter of the structure. I n 0 SCS&T 8621177 September 17, 1986 Page 3 DRAINAGE: The site should be graded and maintained such that surface I drainage is directed away from the structures into controlled drainage devices. EARTHWORK: All earthwork and grading contemplated for site preparation I should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. All special site preparation recommendations presented in the sections above will supersede those in the standard Recommended Grading Specifications. All embankments, structural I fill and fill should be compacted to at least 90% relative compaction at or slightly over optimum moisture content. Utility trench backfill within five feet of the proposed structures and beneath asphalt pavements should be compacted to minimum of 90% of Its maximum dry density. The maximum dry I density of each soil type should be determined in accordance with A.S.T.M. Test Method D-1557-78, Method A or C. FOUNDATIONS S GENERAL: Shallow foundations may be utilized for the support. of the proposed structure. The footings should have a minimum depth of 12 inches and 18 inches for one and two story structures, respectively. A minimum S width of 12 inches and 24 inches is recommended of continuous and isolated footings, respectively. A bearing capacity of 1000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with one #5 bar positioned near the bottom of the footing and one #5 bar positioned near the top of the footing. This reinforcement is S based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations. EXTERIOR SLABS: Exterior concrete slabs-on-grade should have a minimum, actual thickness of four inches and be reinforced with a 6"x6"-W1.4xW1.4 welded wire mesh throughout. Weakened plane joints should be provided for 0 U SCS&T 8621177 September 17, 1986 Page 4 any exterior slab greater than five feet in width. Any slabs between five S and ten feet should be provided with longitudinal weakened plane joints at its center line. Slabs exceeding ten feet in width should be provided with a weakened plane joint located three feet inside the exterior perimeter as indicated on Plate Number 3. Both traverse and longitudinal weakened plane Joints should be constructed as detailed. LIMITATIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the 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 intermediate and unexplored areas. Any unususal conditions S not covered in this report that may be encountered during construction 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 S that it may be determined if the recommendations contained herein are appropriate. This should be verified In writing or modified by a written addendum. If you have any questions regarding this report please contact our office. Respectfully submitted, INC. Daniel B. Adler, R.C.E. #3667 DBA:mw S cc: (2) Submitted (2) Gary Rasmussen (1) SCS&T, Escondido U SINGLE POINT CONSOLIDATION TEST RESULTS SAMPLE NO. P1@2.5' P2@2' INITIAL MOISTURE, % 1.7 5.1 -.INITIAL DENSITY, PCF 106.6 108.2 - % CONSOLIDATION BEFORE WATER ADDED 1.5 1.4 - % CONSOLIDATION AFTER WATER ADDED 7.1 4.6 - FINAL MOISTURE, % 15.0 13.1 - AXIAL LOAD, KSF . 2.58 2.58 SOUTHERN CALIFORNIA 5L SOIL & TESTING J INC. eaa.HtVEpOAI.E STRUT - 1 AN DIOO CALIFORNIA Round Lots - BY DATE 9-18_86 - JOB NO.8611122 Plate No. 1 I EXPANSION INDEX TEST I Sample: P1 @ 1.5' Condition: Remolded Initial Moisture Content: 6.6 % Initial Dry Density: 123.3 pcf Final Moisture Content: 10.9 %. Normal Stress: 144.7 psf Expansion Index: 0 jo CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 1-20 very low 21-50 low 51-90 medium 91-130 high Above 130 very high I SCS&T 8621177 September 17, 1986 Plate Number 2 0 S 3' 3' - -: WEAKENED . TRANSVERSE .PLANE: -. WEAKENED JOINTS ... PLANE JOINTS 6' ON CENTER (MAX.) 3 1 -__-_ 10' SLABS IN EXCESS OF 10 FEET IN WIDTH W -... SLABS 5 TO 10 FEET IN WIDTH . PLAN N.T.S. 1/8 TO 1/4 JOINT SEALER \ 11/4j 6"x6"-10/10 WWM . CONTINUOUS \ Q. L\o .. :°..: \6"x6"-10/10 WWM 18" STRIP IN ADDITION TO CON- TINUOUS REINFORCEMENT DETAIL-WEAKENED PLANE JOINT N • T. S. . SOUTHERN CALIFORNIA BOIL & TESTING, INC.. SSO PIVUROALC .yR..T AN DIUO CALIOHNIA •ai.o DATE 08A 8621177 Plate No. 3 KOUNS LOTS, CARLSBAD RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS . GENERAL INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled, and placing and compacting fill soilsto the lines and grades shown on the accepted plans. The recommendations contained in the preliminary geotechnical investigation report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict; These specifications shall only be used in conjunction with the geotechnical report for which they are a part. No deviation from these specifications will be allowed, except where specified in the geotechnical soil report or in other written communication signed by the Soil Engineer. OBSERVATION AND TESTING Southern California Soil and Testing, Inc., shall be retained as th& Soil Engineer to observe and test the earthwork in accordance with these specifications. It will be necessary that the Soil Engineer or his representative provide adequate observation so that he may provide an opinion that the work was or was not accomplished as specified. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes and new Information and data so that he may provide these opinions. In the event that any unusual conditions not covered by the special provisions or preliminary soil report are encountered during the grading, operations, the Soil Engineer shall be contacted for further recommendations. If, in the opinion of the Soil Engineer, substandard conditions are encountered, such is; questionable or unsuitable soil, unacceptable S SCS&T 8621177 September 17, 1986 Appendix, Page 2 moisture content, Inadequate compaction, adverse weather, etc., construction should be stopped until the conditions are remedied or corrected or he shall recommend rejection of this work. Test methods used to determine the degree of compaction should be performed 0 In accordance with. the following American Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Content -,A.S.T.M. D-1557-78. Density of Soil In-Place - A.S.T.M. D-1556-64 or A.S.T.M. 0-2922. All densities shall be expressed in terms of Relative Compaction as determined by the foregoing A.S.T.M. testing procedures'. PREPARATION OF AREAS TO RECEIVE FILL All vegetatioh, brush and debris derived from clearing operations . shall be removed, and legally disposed of. All areas disturbed by site grading should be left in a neat and finished appearance, free from unsightly debris. After clearing or benching, the natural ground Inareas to be filled shall be scarified to a depth of 6' inches, brought to the proper moisture content, compacted and tested for the minimum degree of compaction in the Special Provisions or the recommendation contained in the preliminary 40 geotechnical investigation report. All loose soils In excess of 6 inches thick should be removed to firm natural ground which is defined as natural soils which possesses an In-situ density of at least 90% of Its maximum dry density. When the slope of the natural ground receiving fill exceeds 20% (5 horizontal units to 1 vertical unit), the original 'ground shall be stepped [ -4 (R-1O/85) SCS&T 8621177 September 17, 1986 Appendix, Page 3 or benched. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide or 1 1/2 times the the equipment width which ever is greater and shall be sloped back into the hillside at a gradient.óf not less than two (2) percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving f.ill as specified herein for compacted natural ground. Ground slopes flatter than 20% shall be benched when considered necessary by the Soil Engineer. Any abandoned buried structures encountered during grading operationsmust be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above described procedures should. be backfilled with acceptable soil that is compacted to the requirements of the Soil Engineer. This Includes, but is not limited to,- septic tanks, fuel tanks, sewer lines or leach lines, storm drains and water lines. Any buried structures or utilities not to be . abandoned should be brought to the attention-of the Soil Engineer so that he may determine if any special recommendation will be necessary. All water wells which will be abandoned should be backfilled and capped in accordance to the requirements set forth by the Soil Engineer. The top of the èap should beat least 4 feet below finish grade or 3 feet below the bottom of footing whichever is greater. The type of cap will depend on the - diameter of the well and should be determined by the Soil Engineer and/or a Ll qualified Structural Engineer. - FILL MATERIAL Materials to be placed in the fill shall be approved by the Soil Engineer and shall be free of vegetable matter and other deleterious substances. Granular soil shall contain sufficient fine material to fill the voids. (R-10/85) • • SCS&T 8621177 September 17, 1986 Appendix, Page 4 The definition and disposition of oversized rocks, expansive and/or detrimental soils are covered In the geotechnical report or Special Provisions. Expansive soils, soils of poor gradation, or soils with low strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but only with the explicit consent of the soil engineer. Any import material shall be approved by the Soil Engineer before being brought to the site. PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepared to receive fill In layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to a minimum specified degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either be specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the Special Provisions or the recommendations contained In the preliminary geotechnical investigation report. When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the minimum degree of compaction recommended in the Special Provisions Is achieved. The maximum size and spacing of rock permitted In structural fills and in non-structural fills is discussed In the geotechnical report, when applicable. Field observation and compaction tests to estimate the degree of compaction of the fill will be taken by the Soil Engineer or his representative. The location and frequency of the tests shall be at the Soil Engineer's (R-1O/85) Ll fl L SCS&T 8621177 September 17, 1986 Appendix, Page 5 discretion. When the compaction test indicates that a particular layer is less than the 'required degree of 'compaction, the layer shall be reworked to the satisfaction of the Soil Engineer and until the desired relative compaction has been obtained. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot rollers 'shall be at vertical intervals of not greater than four feet. In addition, fill slopes at ratios of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over-built and cut-back to finish contours after the slope has been constructed. Slope compaction operations shall result in all 'fill material six or more Inches inward from the finchad face of the slope having a relative compaction of at least 90% of maximum dry density or that specified in the Special Provisions section of this specification. The compaction operation on the slopes shall be continued until the Soil Engineer is of the opinion that the slopes will be stable in regards to surficial stability. Slope tests will be made by the Soils Engineer during construction of the slopes to determine if the required compaction Is being achieved. Where failing tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Soil Engineer or his representative in the form of a daily field report. If the method of achieving the required slope compaction selected by the Contractor falls to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compaction Is obtained, at no cost to the Owner or Soils Engineer. (R-10/85) 40 40 SCS&T 8621177 September 17, 1986 Appendix, Page 6 CUT SLOPES The Engineering Geologist shall inspect cut slopes excavated in rock or lithified formational material during the grading operations at intervals determined at his discretion. If any conditions not anticipated in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are encountered during grading, these conditions shall be analyzed by the Engineering Geologist and Soil Engineer to a determine if mitigating measures and necessary. Unless otherwise specified in the geotechnical report, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. ENGINEERING OBSERVATION Field observation by the Soil Engineer or his representative shall be made during the filling and compacting operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of practice. The presence of the Soil Engineer or his representative or the observation and testing shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compaction. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved. Damaged site conditions resulting from weather or acts of God shall be repaired before acceptance of work. .( R-1O/85) 0 I ) I It SCS&T 8621177 September 17, 1986 Appendix, Page 7 RECOIV4ENDED GRADING SPECIFICATIONS - SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natural ground, in the compacted fill, and in the compacted backfill shall be at least 90 percent. 0 ' Detrimentally expansive soil is defined as soil which will swell more than 3 percent against a pressure of 150 pounds per square foot from, a condition of 90 percent of maximum dry density and air, dried moisture content to saturation, or by a soil having an expansion index greater than Oversized fill material is defined as' rocks or lumps over 6 inches in diameter.' At least 40 percent of the fill soils shall pass through a No. 4 U.S. Standard Sieve. , TRANSITION LOTS: Where transitions between cut and fill occur within the proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the proposed footings and recompacted as structural backfill. In certain cases that would be addressed in the geotechnical report, special footing reinforcement or a combination of special , footing reinforcement and undercutting may be required. I S 0 risbad Unified School District 801 Pine Avenue, Carlsbad. California 92008-2439 729-9291 "Excellence In Education" September 26, 1988 Mr. Carter Darnell Planchecker Building Department City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Subject: 1340 Las Flores, 86-691. Dear Carter: According to your letter of September 12, 1988 to Bernard and Patricia Kouns, there is a difference between the number of square feet being built on the above project and the number of square feet approved, and you have requested a letter from the School District indicating whether or not there is any impact on the school fees. My records indicate that on March 27, 1984, Patricia M. Kouns paid a school fee of $1,696 on one single family dwelling located at 1330 Chuparosa Way (copy of receipt attached). At that time, the school fee was a per unit fee and not based on the number of square feet. The contractor for the Kouns told me that, because of a lot split, 1340 Las Flores and 1330 Chuparosa Way are, in fact, the same property. If that is the case, then no additional fees are owed on the additional square footage, because at the time the fee was paid, school fees were based on number of units and not square feet. BOARD OF TRUSTEES JOE ANGEL President JAMES McCORMICK Vice President JUUANNE L. NYGAARD Clerk DONALD M. JOHNSON Member J. EDWARD SWITZER, JR. Member DISTRICT ADMINISTRATION THOMAS K. BRIERLEY, Ed.D.. Superintendent SUSAN-HARUMI BENTLEY Assistant Superintendent Instructional Services JOHN H. BLAIR Assistant Superintendent Business Services GERALD C. TARMAN Director Personnel Services DEWAYNE L. FEASEL Manager Facilities/Maintenance! Operations If you have any questions, please call me at 438-5710. Sincerely, 0--c W- c) Nancy Gillespie Business Services Enclosure Distinguished School Board Award 1984, United States Department. of Education - T 'CARLSBAD UNIFIED SCHOOL DISTRICT E CARLSBAD HIGH SCHOOL •RECEIPT NO. O575 RECEIVED FROM 'C\& '\ (tj n DATE \ \( FOR: USE OF SCHOOL FACILITIES/RENTALS $ REIMBURSMENTS $ tr\ SC\cc\ USE OF SCHOOL BUS $ _____________ TELEPHONE COMMISSIONS $ DAMAGE TO SCHOOL PROPERTY $ _____________ INSURANCE CLAIMS $ DAMAGED OR LOST BOOKS $ ______________ REIMBURSEMENTS $ (EMPLOYEES) SALE OF SURPLUS $ - TOTAL $ . INCOMEABATEMENTLJ . CHARGE TO ACCOUNT NO. .L. - - - RECEIVED CASH E CHECK RECEIVED BY 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 C4 Ititti uf ltar1øtia COMMUNITY DEVELOPMENT TELEPHONE (619) 438-1161 September 12, 1988 Bennard and Patricia Kouns 1365 Forest Ave Carlsbad, Calif 92008 BP 86-690 and 86-691 - 1340.and 1350 Las Flores There appears to be a difference between the number of square feet of dwellings we permitted and the number of square feet you are actually building. Our inspector noticed this during inspections and brought it to my attention. Below is shown the footage on the permit and the footage we calculate: Permit Our calculation Valuation 01ff 1340 Las Flares 86-691 2390 2951 $37,026 1350 Las Flares 86-690 2051 2644 $39,138 Will you please recalculate the footage of each house and contact me for an a pointment. If our figures are correct a supplementary permit will be equired for each.house. lease help me conclude his matter by September 20, 1988. C TER DARNELL, PLANCHECKER c: Inspector Kelley