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HomeMy WebLinkAbout2833 ESTURION ST; ; 87-192; PermitC C') a a' C a-' 0 USE BALL POINT PEN ONLY &'PRESS HARD'- * - . . APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS A , 2r 0. I hereby affirm that lam licensed under'I Q k provisions of Chapter9 (Commencing with I - S.ction'7000) of Division 30f'the Business and Professions Code, and my license Is in. L.fjil force and effect. ' I hereby affirm that'll am exempt from the 1Contrac or's. License Law for the following reason .15cc. 7031.5 Business and Professions Code: Any city or county which re' quiresa permit to construct, alter, improve, demolish, or I repair any structure, prior toils issuance also requires the ap plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractor's I License Law (Chapter 9 commencing with Section 7000 at Division 3 of the Business and Professions Code) or that is ex-empt therefrom and the basis for the alleged exemption. 'Any I violation of Section 7031.5 by an applicant lora permit sub-, edo the applicant to a Civil penalty of not more than live hun- dred dollars ($500). . I " ,I' I 1; as owner of the Properly, or my employees 'with 'wages as their sole compensation, will do the work, and the srruc' I ''lure is not intended or offered for sale Sec. 7044, Business' - 1 and Professions Code:, The Contractor's License LaA does not apply to an owner of property who builds or improves I thereon and who does such work himself or through his own employees,' provided that such improvements are not intend. W el or 'ollered'lor sale., It, however, the building or improver Z ment is sold within one year 01 completion, the owner-builder will, have the burden 01 proving thal,he did not build or im-.. prove for the purpose 01 sale). 0 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 I Law does not apply loan owner of 'property who builds or im-proves thereon, and who contracts' for each projects with a, contractor(s) license pursuant to the Contractor's License I Law).. .-, rC.. tJ As a homeowner ,1 am improving my home, and the follow' 4 , - ing' conditions eoist t' __ '.- -' • __ ' - 1. The work is being performed prior to sale. - I 2. • I have lived . in my horde for twelve months prior to completion of this wark. . - ILl , 3. I have not claimed this exemption during the 0 last three years. 5 0 lam exempt under Sec.' B &'P.C, for this reason ', " 4a - U-,'."' - I.hereby affirm that I have a certificate of consent to sell-insure. or a certificate or Workers' Compensation In an . surce. or a certified copy thereof !Sac; Labor Code), POLICV.IO ...r ' . COMPANY a"' .7- •" 0 Copy is life; with the city , - 0 Certified copy is hereby furnished' W 911. 'CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE - In , his section need not be completed if the permit I - is for one hundred dollars 101001 or less)" , f certify, that n the performance of the work for which I thin rmit is issued, I shall not employ any person in any'1 ' •. man so as become subject to the Workers' Compen-.. sation L woof California. NOTICE TO of If. after making this Certificate of Exemption. you should become subject to the Workers' ) - Compensation provisions of tIle Labor Code, you must'( forthwith comply with Such provisions orthis permit shall be deemed'revoked.' - D hereby affirm that thee is construction lending agency for the performance of the work for which this per"'ui ci, mit is ioojed (Sec. .3097, Civil Code) ZI 311 'I WI L - ender -- . 's Name ____________________________________ - L Lender's Address_______________________________ 'CARLSBAD BUILDING 'DEPARTMENT . . ' APPLICATION PERMIT . 2075 Las Palmas Dr., Carlsbad, CA 92009.4859 (619) 438-1,161 JOB ADORESS • I AV. ST. RD, NEAREST CROSS ST. , DATE OF APPLICATION BUSINESS LICENSE # VALUATION PER NUMBER , - 337 LOT BLOCK SUBOLVISfON I ASSESSOR PARCEL NO. CONTRACTOR ' CONTRACTORS PHONE 0 0 7 ' ZONE I / - OWNER'S NAME OWNE R'S PHONE ., , - — LNG SO. FOOTAGE 44 •7•, / 75-1 CONTRACTOR'S ADDRESS STATE LICENSE NO. . OWNER'S MAILING ADDRESS 7 c/ 6I DESIGNER DEGNER'S PHONE . .. . - C4 %e ic DESCRIPTION OF WORK DESIGNER'S ADDRESS STATE LICENSE NO. 0031.06/U. 0101 021)1dPmt -' 7700k 54 1 -- F/P )FLR•ELEV. NO. 5•,. . ' .' 'STORIES' OCCGP EDU ' PARKING SPACE . vO NO 7 RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE 0CC LOAD' 'FIRE SPA - - ' AREA . CONST - . 9./ . V 0 N 0 Y O NX YO N,', .. Not Valid Unless Machine Certified .. QTY. ' PLUMBING .PERMIT - ISSUE .zl) . "7 "1 OTY. MECHANICAL PERMIT -ISSUE - . 00 - , SUMMARY/ACCOUNT NUMBER - -' - - EA.CH:FIXTIRE TRAP ' -. -- - 5 '. . _J INSTALL URN. DUCTS UP 10,100,000 BTU ,_ BUILDING PERMIT 001'810'00'00'8220 , "7'i'/.... , EACBEJl'LLi4G 'SEWE,T\,,. , _ OVER'lOO,OOO BTU 4' , SIGN PERMIT 001'810'00'00'8221 ' 'EACH WATER HEATER AND/OR VENT ... "BOILER/COMPRESSOR UP 103 HP . , - - PLAN CHECK - '- 001'810'00'00'8821 ' EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP , TOTAL PLUMBING 001'810'00'00-8222 EACH GAS SYSTEM 5 OR MORE , , ' - , METAL FIREPLACE ' - - /3,— ELECTRICAL ' 001'810'00-00-8223 3"— e-" EACH'INSTAI,.ALT'ER, REPAI'R'WATER PIPE ' . 2— VENT FAN SINGLE DUCT MECHANICAL - 001-810'00-00.8224 - EACH'VAC,U'UMBREAKER - ' / MECH EXHAUST - HOOD/DUCTS MOBILEHOME - 001'810'00'00'8225 WATER SOETNE' '\"- ' " , 'I RELOCATION OF EA FURNACE/HEATER -, SOLAR ' 001'80-00'00'8226 EACH ROOF, DRAIN. IINSIDEca . , , DRYER VENT "STRONG MOTION . 880'519-92'33 ___________ TOTAL MECHANICAL ' ' ' ' - FIRE SPRINKLERS —"2zi—' ' IOTA BI L'PLUMN' I 001'810'DO'0O'8227 ACILITIES F PUBLIC F EE/0 810 00008740 OTY, , ELECTRICAL PERMIT ISSUE' - 0 5' OTY. - MOBILE HOME SETUP ....PARK BRIDGE FEE / 360'810'0O'00'8740 -IN-LIEU (AREA "7A- I -NEW CONST EA AMP/SWI!BKR -~IZOD All V ,5 ' --' CAR PORT , ' ''''", ' ' - 'TIF ' '134'810-00'00'8835 1 j-, —\ ' ', - 3 PH - ' :' - , . AWNING - . LA COSTA TIP , 133'810-00'00'8835 EXiST 8Od'EA'5AlP/SWT/BKR GARAGE )' FMF IPH \" 3 P 1- • ____________________________ LICENSE TAX ,0S" 00181000008162 '-5,57SF — - REMODEL' AIThR PER CIRCUIT _____________ c 19BB MFF '5/(.L 8805199257 - TE'MP)°.OLE)'S20O AMPS , MAR ,1, . _____________ OVER 200 AMPS CAL5D- -- -77 TEMP OCCUPANCY (30'DAYS) - "',' ' . .; - city of ER DEVELOPMENT pROCSSt . - CREDIT,DEPbSIT -- - TOTAL ELECTRICAL I TOTAL" TOTAL FEES PAYABLE J I-HAVE CA1EFUtLY EXAMINED THE COMPLETED "APPLICATION AND PER4IT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions of this * AN OSHA PRMT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF;PERJURY THAT ALL INFORMATION HEREON. INCLUDING THE Code shall expire by limilation and become null and void. If the building or work 5'0'* DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PER 1$ authorized by such permit is not commenced within 180 days from : a:flisducO, STRUCTURES OVER 3 STORIES IN HEIGHT it permit, or the buildingor work authorized by such permit is , ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any time after the work is commenced for a perio 118O days.°-' - STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND . '#5'.-' - ' API V KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICANT S2IGNATURE OWNER 8' CONTRACTOR La" EDGY EXPENSES G OF MAY IN WAY ACCRUE AGAINST , SAID. CIT'ç IN CONSEQUENCE OF THE BY PHONE 0, 11 DATE IM 1V / TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL 7/2/Y7 MASONRY GUNITE OR GROUT SUB FRAME i:i FLOOR El CEILING SHEATHING El ROOF 0 SMEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING Li SEWER AND BL/CO El FL/CO UNDERGROUND El WASTE WATER. TOP OUT El WASTE DWATER TUB AND SHOWER PAN GAS TEST D WATER HEATER El SOLAR WATER ELECTRICAL El ELECTRIC UNDERGROUND UI UFRER ROUGH ELECTRIC . El ELECTRIC SERVICE El TEMPORARY El BONDING El POOL MECHANICAL 0 DUCT & PLEM., El REF. PIFjING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECtIONWHEN AL.LAPPROPFUATE ITcM .niti UA\Ic nccisi AppPnticn- FINAL PLUMBING " ELECTRICAL MECHANICAL OAS BUILDING l w SPECIAL CONDITIONS \4. FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION IF CHECKED INSPECTORS INSPECTORS NOTES REO. / DATE SOILS COMPLIANCE PRIOR TO j q FOUNDATION INSP -- STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED QCRET.E FIELD WELDING - HIGH STRENGTH - -. BOLTS * SPECIAL MASOrJRY S. S. PILES CAISSONS..-... \ --S - S... 003T OR\TT OTOIF (y LI .- S. . - • S. 5-, S\ / S . -•.' m -- \ L". ','-', - hEr BAI I DtIIIIT DIII nIH v P DDEE IIADfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS r' I hereby affirm that I am licensed under UI 1proviaiona of Chapter 9 (commencing, with Section 7000) of Division 3 of the Business.. I: Pind Professions Code, and my license is in Z L full force and effect, -- - -- 1• U '-_'-/'•'i ' '• I hereby affirm that I am exempt from the Contrac' or's, License Law • or the following reason (Sec. 7031.5 'Business any Professions Code: Any city or county whiCti re a ,quures a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the up' - plicaot for such permit to tile a signed statement that he is • - licensed pursuant to the provisions '01 the contractor's License Law (Chapter 9 commencing with Section 7000 at I''Division 301 the Business and Professions Code) or that is ex-,,empt therefrom and the basis for thealleged exemption, Any violation Of Section 7031,5 by an applicant for a permit sub' • I ,., iects the applicant to a civil penalty at not more than tine hun- dred dollars ($500). I, as owner of tire property, or my employees with wages' as their sole compensation, will do the work. and the struc- ture is not intended or offered for sale (Sec. 7044, Business .J and Professions Code: The Contractor's License Law does I 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' UI ..- odor offered for sale. It, however, the building or improve' - Z mont is sold within one year of,completion, the owner-builder 39 • will have the burden of proving that he did not build or o prove for the purpose of sale). - 0 I,' as owner of the property,' am exclusively contracting a with licensed contractors to construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an Owner of property who Solids or im-proves thereon, and who contracts for each projects with a ' - conlractor(s( 'license pursuant to the Contractor's License p' ,Z (41law(. • .- ;'_:'• 0 As a hOmeowner tam improving my home, and the 10110w- ing conditions exist: • If . ' - .1 •' -. ...The work is being performed prior to sale. . 2. I have - lived 'in my • home tort twelve months prior to completion 01 this work. - ' dui , 1" • 3. I have not claimd'this exemption ing the 0 last three years. ' 0 lam exempt under Sec. -, ' , B & P.C. lot thus reason - - ' - •• -. .. 0 thereby affirm that Ihave a certificate of consent to * ' sell-insure. or a certificate of Workers' Compensation In. I svrance. or a certified copy thereof (Sec. 3800. Labor Code) POLiCY NO COMPANY4 'OCOpy muted with the city ' ;--:.•. 'I' 0 Certified copy s ho eby t rn she Ulf 0 • " 'CERTIFtCATE OF EXEMPTIONFROM U ' WORKERS', COMPENSATION INSURANCE a' U) , lThls section need not be completed it the permit is for one hundred dollars IStOOl or less) ' 0 t certify that in the performance of the work for which .this permit is issaed,l shall not employ any person in any .0. 0 manner sons to become subject to the Workers' Comyen' sat ion Laws of California. •., ,, S NOTICE TOAPPLICANT: lf,'atfer'making this Certificate ....ot Eoemptionyoo should become subioct to the Workers' - I I firCompensation provisions of the Labor, Code,'yoa must torthwith'compty'witk such provisions or this permit shall " he deemed.revoked:.., . • C •J7ED I hereby affirm that therm is construction lending agency tor the performance of the work for which this per. hr 01 mit Is issued (Sec. 3097. Civil Code) WI Lender's Name L Lender's Address__________________________________ . a . . •,- - -CARLSBAD B'UILDINÔDEPARTMENT" ,? APPLJCATION& PERMIT ••.--:-- 2075 Las Palmas Dr., Carlsbad, CA 92009 4859 (619) 438 1161 _JII - __________________ __________________ .108 ADDRESS AV, ST, RO, NEAREST CROSS ST, DATE OF APPLICATION BUS'FNESS LICENSE .0 VALUATION PERMIT NUMBER t23 ft.i,ioAI -- - ZONE- v LOT BLOCK , 04._V I: ESSOR PARCEL NO. CONTRACTOR_ ' CONTRACTORS PHONE 0 , . OWNER'S NAME , , . OWNER'S PHONE ,'' BUILDING SO. FOOTAGE _ 9P_•/ 7 ___• CONTRACTOR'S ADDRESS STATE LICENSE NO, ______f MAILING ADDRESS ' OWNER'S ' .1' ' i• J DESIGNER DESIGNERS PHONE . - DESCRIPTION OF WORK DESIGNER'S ADDRESS e - ' STATE LICENSE NO,' - .,' . -. . •.- - - , ' ,• zell -7---j- g,__________________________ F/P FLR ELEv' NO 0CC OP EDU 0019 ,06/22 -0101 O2B1dPt 15 STORIES -, . ., •••- - .: ........ YO ND, , , FIRE SPR PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT -' TYPE,.,, ', 0CC LOAD F . , • - I . . . AREA . CONST ' • . - . • 1 0 N 01 , - - sD NO YO ND Not Valid Unless Machine Certified OTY. . PLUMBING.,RERMIT -.ISSUE . / OTY. MECHANICAL PERMIT- ISSUE J5 ..— ' SUMMARY/ACCOUNT NUMBER - r, ' • " '. - - - ' - - - - EACH FIXTURE, TRAP- - INSTALL FURN DUCTS UP TO 100,000 BTU BUILDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER "-,.) . . . . ' . - OVER 100,000 BTU' - ' ' ' ' - SIGN PERMIT 0O1-810-0O'00'8221 . '--- - .a: -: - .• EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK " 001:810-00-00-8821. EACH GAS SYSTEM 1 TO 4'OUTLETS — . ' BOILER/COMPRESSOR 3.15 HP - , TOTAL PLUMBING 001-810'00'00'8222 EACH GAS SYSTEM 5 OR MORE' '. - '' . , ' METAL FIREPLACE - - . . - ',,'' ELECTRICAL - " 001-810'00'00-8223' EACH INSTAL.ALTER,REPAIR WATER PIPE - , VENT FAN SINGLE DUCT a • , , - '. - , MECHANICAL, . 001'810'00'00-8224 - - EACH VACUUM BREAKER - / MECH EXHAUST HOOD/DUCTS MOBILEHOME 061-810-00-00-8225 '- RELOCATION OF EA FURNACE/HEATER - ' - - . ' . S - 001'810'00'00-8226 " . - • a WATER SOFTNER C • • •• - • - ...-- EACH ROOF DRAIN (INSIDE) • . - DRYER VENT - . ' :iVIDYMOTION 880-519-92-33 TOTAL MECHANICAL ' • ,.-. c. -- .fAq,11 r"-IRE SPRINKLERS 001-810-00-00-8227 TOTAL PLUMBING, I - . . FAC(LIT(ES.FEE - 320810'00'008740 - -• . - - QTY. - . . . •, ISSUE — QTY. . aD MOBILE HOME SETUP : RthGE FEE t o 360-810-00-00-8740 tVt PARK- Al1' ._ELECTRICLPERMIT- NEW CONST EA AMP!SWT!BKR - -. • CAR PORT • - - • - 4 134-810-00-00-8835 I PH * - 3 PH - ' ..-. ' ' AWNING - - .'o ' o T(F -. '133-810'00-00-8835 EXIST BLDG EAAMP/SWTIBKR. ' ...'.' ,: - ' GARAGE - ' • ' - • ' : - - - 1PH .3 PH- - I- n; - o!' LICENSE TAX - 001:810 -00-00-8162, REMODEL ALTLR PER CIRCUIT MFF 8805199257 TEMPPOLE200 AMPS' -' ••. ,- .- - • •-.•• -'-- :- - C"''" -. - ' OVER 200 AMPS ' - •,, .1 a .• • - . — 'TEMP OCCUPANCYJAYS) - ' 'C '• '•' . • ,- - . . . • a '• - PIP jI IIrc/ 'S f - ZQ CREDIT DEPOSIT - TOTAL ELECTRICAL / ~_— TOTAL I 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 * AN OSHA PPRM:T is REQUIRED FOR EXCAVATIONS OVER Code shall expire limitation and become null and void, lithe building or work 5'ernts CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized b such not c menced within 180 days from the ot such DECLARATIONS ARE TRUE AND CORRECT AND f FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or it the building on work authorized by such u O ended STRUCTURES OVER 3 STORIES IN HEIGHT STATE GOVERNING BUILDING CON ISSUED: TOCOMPLY WITH ALL CITY, COUNTY AND LAWS on abandoned at any time suer the work i5 Commenced for a perio STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND , APPLICANT'S SIGNATURE OWNER APP CONTRACTOR ROVED 0 days. -, BY , / l. OpTE -. 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 ,a4 II.2.I ' BY PHONE 0 • ' ': TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME El FLOOR El CE1IIN SHEATHING El ROOF El SHEAR FRAME .1 EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING El SEWER AND BL/CO El PLICO UNDERGROUND El WASTE 1 WATER TOP OUT El WASTE El VATER TUB AND SHOWER PAN GAS TEST El WATER HEATER El SOLAR VATER ELECTRICAL El ELECTRIC UNDERGROUND g UFFER ROUGH ELECTRIC El ELECTRIC SERVICE El TEMPORARY El BONDING El POOL MECHANICAL El DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS ? ': ' ______________ BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES -. ,, INSPEION REQ. IF CHECKED INSPECTOR'S APPROVAL DA DATE SOILS COMPLIANCE'' PRIOR TO FOUNDATION INSP OVER 2000 PSI STRUCTURAL CONCRETE PRESTRESSED CONCRETE POST TENSIONED CONCRETE C "- FIELD WELDING BOLTS HIGH STRENGTH SPECIAL MASONRY PILES CAISSONS • ',J'j4( ,;'\•. FINAL. BUILDING INSPECTION 67-12 '3" 11 too PLAN CHECK NUMBER: DATE: PROJECT NAME: 2,833 Esturian .. * ADDRESS: - PROJECT NO.: UNIT NUMBER: . PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: Silbey CONTACT PERSON: • 94.2.i.7Si - CONTACT TELEPHONE: L. afldept INSPECTED . DATE • . BY:- INSPECTED: . APPROVED DISAPPROVED INSPECTED '.. DATE BY: _______________________ INSPECTED: APPROVED DISAPPROVED. .5- INSPECTED DATE . .• BY: BY: INSPECTED: . APPROVED.______ DISAPPROVED COMMENTS: .: • - - • S S... - . S . - Rev. 1/86 WHITE: Suspense, BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning- GOLD: Fire -'--S.. FINAL BUILDING INSPECTION . 87-192 . . 3-11-88 PLANCHECK NUMBER: . DATE: PROJECT NAME: S ADDRESS: 283.3 Esturian PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OFUI!iTS: 1 CONTACT PERSON: Sibey .. ., CONTACT TELEPHONE: 942-1751. S . .5 all dept .. . INSPECTED DATE SPECTED:R41988APPROVED . DISAROVED INSPECTED .. DATE S BY: _______________________ INSPECTED: APPROVED ______ DISAPPROVED INSPECTED. .. DATE ,. BY: INSPECTED: _____________ APPROVED ______ DISAPPROVED Costa Real Municipal Water District .. COMMENTS: Engineering Department (619) 438-3367 5 Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION 87-192 3-11-88 PLAN CHECK NUMBER: DATE: PROJECT NAME: 28.3 Esturirn ADDRESS: PROJECT NO.: .. UNIT NUMBER: _________________ PHASE NO.: fd I TYPE OF UNIT: NUMBER OF UNITS: Sibey CONTACT PERSON: 942-1751 CONTACT TELEPHONE: . II dept INSPECTED /:. DATE INSPECTED: ___________ APPROVED 4Z"SAPPROVED INSPECTED . DATE BY . INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED .. DATE BY: _________________________ INSPECTED: _____________ APPROVED DISAPPROVED . . . COMMENTS: . S . . - z.. .5 Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire tr FINALBLiILDiNG INSPECTION .1 .-.. I - - . - 87-192 . 3-11-88 PLAN CHECK NUMBER: ________________________________________ DATE: PROJECT NAME: . . . 283-3 Esturian :... ADDRESS: S PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: sfd S 1 TYPE OF UNIT: ______________________________ NUMBER OF UNITS: CONTACT PERSON:_________________________________________________________ CONTACT TELEPHONE: 9421751__ . : INSPECTEY . ///' DATE INSPECTED: ___________ APPROVED DISAPPROVED DATE IBY: NSPECTE 'JSPECTED: 3JiIa/ APPROVED DISAPPROVED INSPECTED VV DATE BY: S INSPECTED: - APPROVED DISAPPROVED COMMENTS: AD b' Cc#tT ooe. c4 rtll,34 'CAJ ,x 4r/c.." I (/I LPJ '• I- '4 Y I - Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire IZA FINAL BUILDING INSPECTION 87-192 . . •3-11-88 PLAN CHECK NUMBER: DATE: J- PROJECT NAME: .:.- 2833 Esturen ----- - 4-4), ADDRESS: I .PROJECT NO.:•_________________ UNIT NUMBER: _________________ PHASE NO.: ' sfd I TYPE OF-UNIT: _________ NUMBER OF UNITS: - Sibey .. CONTACT PERSON: 942-1751 ,. • CONTACT TELEPHONE: ' • all dept • -. . . - ; . INSPECTED DATE /—PROVED INSPECTED _ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY - INSPECTED: • APPROVED ______ DISAPPROVED . 4 ,. 4 I ,1 COMMENTS: .. 1'' '' .,. . - .4' -:_.-, .. - I_ . 4 - . . .- . -. I - -I• . - . I s:., . 'H -:--. . - , 0 • •, . • - . -: - - - - . Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION \,'; 9320 CHESAPEAKE DR., SUITE 208 , SAN DIEGO, CA92123 ,' •' (619) 560-1468 - 5' .• -.. . '. DATE: in, i7 OAP IT JU DI CT Iory JURISDICTION: 'CaiSeI . ' TJLANCHECKER '5 . - •. UFILE COPY' PLAN CHECKNO-: . 37- 192T 1 ours r]DES.IGNER ' PROJECT ADDRESS: .'2zc E*-:0 s -t .. ., .•. PROJECT NAME .5 • J . The plans transmitted herewith have' been corrected where necessary and substantially comply with the. :j.utisdiction's : building codes., ' •• ' . • The plans transmitted herewi€h 'will gubstantially comply - with the jurisdiction's building co'des when minor deficien-WUj S )• cies identified ,/ôcO ______. are resolvedand - checked by'building department staff. S - The plans transmitted herewith have significant deficienciesEl ' identified on the enclosed check list and should be corrected 1' and resubmitted for a.complete recheck. . .. S Ej The check list transmitted herewith. is for your information. The plans are being held at'Esgii Corp. until' corrected plans are submitted-for recheck. ' - - •,. . S Ej The applicant's 'copy of the check list is enclosed for the . jurisdiction tè .return to the-applicant, contact,, person.. The applicant's copy of the check list has been sent to ' Esgil stiff didnot 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:• ____' S • 5 Date contacted: - S Telephone _• . S REMARKS: p1(.,;,/., __I ii _I-- el S • r nI'lc/c'mp5ltr AfA L-_,'/ca//eY/'J1iL -•cc'T/s ti,, _-_7ipe_:_,.4;/ _•pOcJ c /7rI /eei - S f fovi c/4 Ir _)._)_5p _CUe Sce)_ -• By. _ 'IY\_•' E-etmtrr. e Opt_4/I_"h'_Irf.•,t_f_ s4vJ' S 5 ESGIL CORPORATION S 5 • S ,512//7 S - S • -. • _ be t'th&tb - - - - S • . - ) j4 i,( ,). q7J. •0 • 00 005••00 00 - •0 • - :-' • •p 0_ •o - 0 - ._. • $ ••• -• 0 •• 0, •$ $ I '• • ---- '--•• •. •• 'I •$ ESGIL CORPORATION 9320C11CSiPrEDn SUITE 208 SAN DILGO C92123 (619) 36() 1468 I • I 0 • - .- DATE 27, JURISnTrrT JURISDICTION: CITY OF CARLSBAD • . PLAN CHECKER FILE. COPY 'PLAN CHECK-NO: 1 - [)UPS. •0 - -' ODESIGNER •-. - PROJECT ADDRESS: 2,zc E*c iee+ :•• •0 •l - -,• -- PROJECT NAME The:plani transmitted herewith have been correctd where LI necessary and substan1ially comply with the jurisdiction's building codes I.. • I The plans transmitted herewith will. substantially comply - * with the jurisdictibn-'s uildiñg codes when minor deficien- cies. identified - __ 0 0 are resolved and checked by-building department staff. - - The plans transmitted herewith have significant deficiencies identified ontheenclosedchecklist and should be corrected and, resubmitted for a complete' recheck. - - - - - 0, - I - -! * - -. - 4 •0 • The check list trásmitted herewith is'the jurisdiction's *. copy for -your informa€ion. .The plans are being held at -. - Esgil Corp. 'untJ corrected plans are submitted for récheck. -. LI The applicant's cop.of the check list is enclosed -for the jurisdiction to return to the applicant contact person The applicant's copr of the check list habeen snt: to: - 0 • -- - - 0 cc Ic(A C4rkLc-( ,c Esgil staff did nt advise the applicant contact person that, 0 •, plans check has been 'completed.-. 0 • - 0 - - -_ •• 0 -. 4 •0 ' •-- - - - - •0 - I -• 1$• 1 • •0 - 0 - Esgil staff did- advise applicant that -the plan cheàk has - Li been completed. Person contacted: Sot 0 - 0 • • -- 0 Date contacted: • 0 • Telephone # : • - - ': - REMARKS: • • 0 0 - • I'. $ -- .0- $ - 0 • - 04 - 0 - • • 0 •_ 0• •• I 0 - - -- •0• -- ••- - BY: ENCL Q ,3 0 ESGIL CORPORATION • 1 - 0 • - ii- • . 0 - - • . - •- • $ •, $ - .HgJ.I - -. 'V I V - V - •V V•V VV -. V VV VV• ) PLAN (K NO.,37— Il2 Z Date initial plan check completed JURISDICTION: C OF CARLSBAD '/f? J By Applicant contact person TO Ed sL 1 Sc( SL Telephone 1g2-17cl 4 Cl CJ 1*3 c: V4 FOREWORD: PLEASE READ V V V V - V • V Plan check is lithited to technical requirements V contained in the Uniform Building Code, Uniform V _ •V V Plumbing Code, lJnifornr Mechanical Code, V V National Electrical Code and state laws V TELEPHONE NO. V • V V% V regulating energy conservation, noise V V V ECLOSURES: !i_kc4%frl C' __ V attenuation and access for the handicapped. V V • The plan check is based on regulations enforced V V V _Q_E by the Building Inspection Department. You may V V_0 -- - have other corrections based on laws and ordinances enforced by the Planning Department, V Engineering Department orother departments. V PROJECT ADDRESS: V2ZS_ - V VVV V V 1982 UBC (eff.V 7/1/85) V V V 1985 UPC (eff. 11/12/86) V -V _V - 1984 NEC (eff. 10/1/85) V • V V V V 1985 UNC V(ff 11/12/86) V V • • The above regulations apply to residential V V _V • construction. • • V V V P V - V V PLAN CORRECTION V The circled items need clarification, SINGLE FAMILY AND DUPLEX ThJEUINGS .• modification or change. All, items have to be V V V V V •• satisfied before the plans will be in Date plans received by jurisdiction: conformatce with the cited codes and V V V , - 1114 197 regulations Per Sec 303 (c), 1982 Uniform • V Building Code, the approval of the plans does V • V - V not permit the violation of any. state, V Vcounty V Date plans received by Esgil Corporation or city law. V V _VV 1_1_1 • _V Tospedup the recheck _process,Vnote __onthis V V •V V V • V list (or a copy) where each•correctjon item has ' V V V beenVaddressedi.e.,plan _sheet.specification, V etc. Be sure to enclose the marked uplist whenyousubmittherevisedplans NCIIE PAGE NT1BES ARE NOT IN SEXJCE AS PAGZS, BAVIM NO IT NDE CORRECTIONS WERE DRTm Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements -• V V V - V V VV •V__VV V V V V V V3/25/86 V V V - _• _ VV V __• _ • -V - V • - V V &VI'V' -. - V V _''Z.., ,. bC ; V ) V V. V -b - V . •. V V ,b VV V - $ '' . V V V •V , ' V V V V - •,• _ . • • ,. V -- , V •. - V I) V V •V V V 1 ' - • • V V -V -'a " b• VV V V . VV,. V . V ', - V V •' . 'VV• V V V A. PLANS V. V V , , V Indicate distance from center line,of'street V bV or alley to property.line and distance from. Please make all corrections on the original property lines to proposed building , -,tracings and' submit two new setsof prints,and V V V Seätion 302 (C). , ,, V VVV any original plan sets that. may have been returned to you by the jurisdiction, to: . ' B , FIRE pRo'.rEcrIoN'V.' b V EsgilCorporation, 9320 thespeake Drive' . Walls closer" than 3 feet to property lines V Suite #208, San Diego, California 92123, - •, shall be one-hour rated' construction, have no ' (619) 560-1468. V ' V - ', openings, and shalfha'e 30 inch parapets when make all corrections on the original /tracings the building,floor area exceeds 1,000 square V feet on any floor. . V tracings and submit two new sets of prthts,thd (Table 5. A. Section 1709(a)). any original plan sets that may hAve been V V V returned to you by the jurisdiction, 'to: V '• Projections,. including eaves, may not V V V • ' V ' ' , extend more than 12 inches into the 3 foot The jurisdiction's building department. ' V setback from the property line. Eaves over V 1 required windows shall be not less than 30 Indicate on ,the Title Sheet of the' plans,, inches from the side and rear property lines. name of the legal owner and 'name of person Section 1710 ,and Section 504 (a) and (b). - V responsible for the preparation of the plans. Section 302'(a) V7. VV * ' V Plastic skylights shall not be installed V , , sithin 8' of an exterior wall located where V V /• Plans, specifications and calculations shall V openings in such exterior wall are prohibited V or be signed by a California' stte licensed •- required to be protected. - engineer or architect. ('California Business and ' ' '.' Section 5207 (a) 7. ' .' Professions Code). V VV V , 12L Projections, including eaves, shall be . V $ Specify on the Title Sheet of the plans the " one-hour fire-resistive construction, heavy 2 ' V /gros floor area of each element of this project , timber or of noncombustible material if they - including dwelling, garage, carport, patio, deck - ' projectinto the 3' setback area from the V and balcony. Section 302 (c). - V property line. Sectjon 1710. , V P rovide a statement on the Title Sheet of 1 Show location of pérmanently wired smoke the plans' that this project ,shall comply with .' etector, centrally located in corridor leading V Title 24 and 198,2 IJBC, Uric; and UPC and 1984 ' to sleeping rooms or above stair if sleeping V V NEC. • ' - ' ' • rooms are'on uppêr'levei. Section 1210.— Submit fully dimensioned plot plan drawn to • V y.. V A smoke detector'a shall be installed in the scale showing locAtion, size, and use of all basement of dwelling units having a stairway ' existing and proposed structures on the lot. . which opens ,from the basement into the dwelling. Identify property lines and show-1ot'dimensions,' . Such detector shall be connected' to a sounding and all easements. Show , of all cut or, device or other -detector to'provide an álarñi, fill slopes and approximate finish floor • which will be audible in the sleeping area. elevations for all structures and 'show ' • V Section 1210. V •elevations at all lot corners. V Section 302 (c). V , ' , V V, • V V V., ,' V .• ' V ••' V'VV, V 'b'V • , V , V • '1 V ' ' , V V S V V ' . 'V V •V' '.. , V _V V• V V _ , • VVV V ' t V V V V V ••• ,V _ •. V 2 3/25/86 1 - C R(14 SIZES LIr. VENTIIJ,IION An GiAziNG 4 Dimension on the plans, the 30" clear width - -' "for water closet compartments and 24" clearance 41 Habitable rooms, other than kitchens, shall in h-t of:water closet. -/contain-at least 70 square feet of floor area. Section 511 (a). -Section 1207 (b). . .., . r 5 Specify safety glazing for glazing in Window area must be at least 1/10 of the * hazardous locations such as glass doors, glazing 'Eioor area and a minimum of 10 square feet per adjacent to such doors and glazin adjacent to Section 1205 (a). Appears to-be deficient in ,.wa1king surfaces. Section 5406.°' 2 - S ••. - S - - i-. -- 2 Glazing, in the same wail plane as a door, ________________________________________ ust be safety glazing if-within 12",of the door - - . and less than 60" above the walking surface, )6. Openable window area in habitable rooms unless the glazing is leaded on faceted glass. must be 1/20 of thefloo area anda minimum of Section 5406 (d) 7. 5 square feet. In bathrooms, laundry rooms ad - .• . similar rooms? 1/20 of area is required and 2,1. Glazing in shower and tub enclosures 'shall minimum is 1.5 sq. ft. (Section 1205'(a)).' 5'e tempered, laminated or approved plastic / . . . - ' (including windows within 5 feet of tub or .. At 1east51/20f the common wall must be shower floor). Section 5406 '(d) 5 open and have an openiñgnot less than 25 sq. . ft. if light and ventilation is being supplied,. /exterior'door Sleeping rooms shall have a window or' from an adjacent room. Section 1205 (a). for emergency exit. Sill height shall not exceed 44" above the floor. The . Required windows shall not open into'a . .., window must have an openable area of at least roofed porch unless the ceiling,is at-least 7 - 5.7 square feet with the ñiinimum openable width feet and the longer side is at least 65% open. •, 20"--and the minimum openable height 24". - Section 1205 (. Section 1204. - - - - - 6) Provide mechanical ventilation capable of 2/ A mezzanine is an intermediate floor and providing five air changes per'hour in "- :-iaynt have a floor area exceeding 33,1/3 bathrooms, water-closet compartment, laundry • percent of the total floor area in the room rooms and similar rooms if required openable below The mezzanine floor must have a clear windows are not provided.. Section 1205 (a). - height of 7 feet, above and below, and must have V '' the long side open to the room below except for No habitable room, other-than a kitchen, - posts and protective walls or' railings not - - shall be less -thah 7,0" in aty dimension. • .- -- exceeding 42" in height. Section 1716.. Section 1207 (c). - ' - .5 . - • 211. Show that ceiling height for habitable . The loft you show dos not comply as a ,mezzanine floor and is, by Uniform Building Code .rooms is a minimum of -716". •Section 1207 (a). definition, a story., Section 1716. Show ceiling height for laundry, rooms, hallways, corridors, and bathrooms is a' minimum . . . - - ' • '- of 710". Section 1207 (a). - '• -. - . .- • , • . -. t - .- .5- - ' • . . - 'S. - . S - -- -' . . -. -- . • • - - ''t • . ' .5 . . • - - - - 3 S - • -; .--- ••- ,•..,, ..: •,• 5 -•• 3/25/86 * ..• V .,. -' '- 4. - V V• *,. VV , "• 4- .1 D. CITS, STAIRWAYS AND RAILINGS /3 .' Every stairwaylanding shall have a ension, measured in the direction of travel, - Floors above the secohd story,shall have Ziot 'Floors at least equal to the stairway width. less than 2 exits. Section 3303 (a). V Section 3306(g).'' , V V V: •. V 2. Required exit doorways shall be not less 71 A door may open over a stairway landing than 36" in width and not less than 618" in providedthe door; in any, position, does not height, and shall be capable of opening at least reduce the clear area of the landing in the V 90 degrees. 'Section 3304 (e).. - '- ' . direction of stairway travel, to"less than , one-half the required width of the stairway Provide 3611 high protctive railing for V Section 3306'(g). . V porches, balconies, and open sides of stair. landings. Openings between railings shall be- 3,9. A door-may open 'inward at the top step of a - less than'6". Section 1711. . stairway provided the top step is not more than . . V . 7 1/2" lower than the floor level: V ' Showhow guardrail connection details are Section 3304 (h). ,• . ' V . V adquate to support 20 pounds.per lineal foot at a right angle to the top rail. Table-23-B. , " V Provide details of winding stairway . • V , V .complying with Section 3306(d): - V /~. Provide stairway aitd landing detils "' '.' ;_' . V• Section 3306 (b) & (c). , . V , a Minimum tread is 6 inches at any point V V • V V ..-and minimum 9 inches.at a point 12 a Maximum rise 8" and minimum run is inches from where the treads are V 911• - , . V ' narrowest. b Minimum headrom is 616" b Maximum rise is 8 inches .. c. Minimum width is 30". - V - - V V C. - Minimum width is 30 inches. V Jjhandrails per Section 3306 (j),, shall 5v(. Provide spiral stairway details, per. '-satisfy the following: - - V V .,Section 3306(f): V V V VS - V V - a. Provide handrail, for stairways with 4 V 'V• I. a. Minimum run is 7.1/2 inches measured V' or more risers. - - at a point 12 inches from where-the treads are the narrowest. - V - - b. Handrail shall be 30" -to 34" above the - - V V nosing of treads. - ' - , . - - - Vb Maximum rise is 9 1/2 inches. • c. The handgrip portionof handrail'shall V -- C 1 Minimum headroom is 6 feet'6 inches. - be not ,less than 1 1/4" nor more thai-i V - 2" in cross-sectional dimension. - Spiral -stairways may not beused,for. - -. • (See attached). ' - V - V required exits when the area served is greater than 400 sq. ft. Section 3306 (f).. -: V - ' -V • V . - V. - - - - - * V V V - V V 4-' , - 4 - V - V - V ,..4VVVV V - - 4 ' -'. • - •. • -' V , ' 3/25/86 'V ... . - -. .• - . .. • .., ..-, Spiral stairways must have aclear walking 2. The .maxiimim slope for a fire retardant space of 26 inches between the-column and built-up roof, with rock or gravel surfacing, is handrail, show dimension Section 3306 (f) 3 inches in 12 inches, Section 3203 (e) 2 Provide I.C.B.0; ResearchReport and Number -,Theiimiun slope for a fire retardant lor metal stairway, or submit plans and. .. built-up roof, with cap sheet surfacing, is 1/2 calculations and approved fabricatoi registered,..inch in 12 inches. .Section 3203 (e) 3. with the building department or note that the stairway fabrication shall be done under special Specifyminimurn 1/4 inch per foot roof inspection per the appi-oved fabrication plans. lope for, drainale or design to suppOrt Section 306 (a) 1+B and Section 306 (f). laccumulated water. Section 3207 '(a), Section - 2305 .(f) and Sectioi 2,511 (d) 6. . In buildings over 2 stories in height, . ,Ø'. • ,-. - .-- S provide 3/4 hour fire-rated assemblies for all- sf Show roof drains md overflows. openings in the exterior wall below or within 10 . ection 3207. . •• . feet horizontally.of an exterior stairway. An .. . • . exit balcony with 2 separated stairways is ., 56. Provide skylight details to show compliance exempt. Section 3306 (1). - . with Setions 3401 and 5207 or provide IC.B.0.. ..• • - - approval number; .• .- - - 3(6. Exterior.stairways shallnot project into . .• the 3 foot setback from the property lines. - .i I i '• . . • -. . Plastic skylight imust be separated from • -. Section 3306 (n). each other by at least 4 feet. Section.5207 (a) 6. • - (The.walls and soffits of the enclosed ) d . - - usable space under interior stairs shall be -- Show attic ventilation. Minimum vent area protected on the enclosed side as required for is 1/150 of attic area or 1/300 of attic area if one-hour fire-resistive construction. at least 5096 'of the required vent is at least 3 Section 3306 (m). . . . feet' above eave vents or cornice vents. Show - . required area and-area provided. -. E 'ni Section 3205 (c) Specify roof slope F MASONRY Rof slope is not adequate for roof type , '). Provide fireplace construction details or spe (cified. Table 32-B; Section 3203 (h). /note construction to be per attached fireplace - .. . • - standard drawing. chapter 37. - • / ,. . . . Show vender support and connections in . 30. Specify roof material and application. -,Seismic Zones 3 and 4, comply with Section 3002,- C 32. - . . 4, 5, 6, and Section 2515 (a) regarding ties and • . 57 Specify I.C.B;0. or U.L. approval, number #9 wire in horizontal joints or show construction to be per .attached sheets Lor roof materials not-covered inU.B.C.,-e.g., 30-1 or 30-2. • title, etc , Section 107 - t;. r • ., . . . • :. ' •• ••. . .• - • 5 • ;• •,- . -• .- - - - 3/25/86 • . ,•. ..•, - t • I .••). - • 4 F - •-. V 4 . V - V - .. - - - .. A - V ., - - :' V V '.• - V1 4% .. Vi,., -. -r' . ' 'V :- ' •Vt.. 4 •' V - . I_V V V Vt V 'V -) V V . 4 • . Show height and construction details of all- $'OPenings betweVen,carport and residence V ('masonry walls. Chapter 24. - . .. . - V require self-closing doors aid stationary V windows Section 1214 Note that cleanout openings shall be 'rovidedat the bottom of all cells to be grout Show garage framing section, size of header - filled over 4' in a single pour. V Cleanout shall over garage opening;1atera1 cross bracing at be sealed before grouting, after'inspection. plate line, ,method of bracing garage-front, and Section 2414 (a) 8 holddowns if required.,Chapter 23 Show flooz and roof connections to masonry NOTE Maximum shear panel ratio of height to walls. Connection shall resist 200 pounds per. V width is 3 1/2 to 1; lable 25-I. t V V V lineal foot or the actual design load, whichever is greater Cross grain tension or bending in4 7 Doors may open into the garage only if the wood ledgers is not permitted. - . ..- .. - •. floor or landing in the' garage is not more than V Section 2312 (j).3. A. 2 V - 1/2" lower than the door threshold. V V V V - Section 3304 (Ii). 4. Provide details for damp proofing the V foundation walls, below finish grade, where Provide an 18" raid platform for any FAU, useable space exists on the in€erior side-of -the water heater, or other device in the garage, 'walls.- Section 1707 (d). V - ' which may generate aflame orV.spark, UMC Section V508) UPC Section 1310 (a). V Show a minimum 2" air space and flashing . between planter and building walls FOUNDATION RBUD1ENTS . Section 2516 (c) 7. V V • V - V V V Per soils report, note on the plan the Qns V V G. V GARAGE AND CARPORTS . - V V V classification, whether or not the soil is ' V - - • V V expansive, and note the allowable bearing value. t3 'VGarage-requires one-hour fire protection.on V Section .2905 (c). V the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). /5. The foundation plan does not comply with V £he soil report recommendation for this project. .711 All elements supporting floor.above'gaage, V V Please review the reportand modify design, includiñgwalls supporting-f lr joists, to have note's and details as required to show V V one-hour fire-resistive protection on the garage compliance side. Section 503 (a). Show 1 3/8" solid coreself-closing door . V 4.open*injs 'between 76. Provide notes on the foundation plan isting the soils report ecommendations for garage and dwelling foundations, slab and building pad prepar - ation. Section 503 (d) V Garages are Vnot,permittVed.to open intoá V- V V V • V V• V - V' /room used for sleeping purposes.,Section 1104 , V 4 V - 4 . . ' V V •V V - V V V V V &. V ' - ' V, •. V - - ' V Vi ' V V ••Vt .' '. :- - 'V V V 'V - V • Vt V. -------: 6. - V -- 3/25/86 4 - ' L * r .. •... •••'- - ''V. - 77 IfThe soils report recommends excavations be Show foundation sills to be pressure eviewed by soil engineer.Note on the treated,;or-equal. Section 2516 (c) 3. - foundation plan that "Prior to.the Contractor - requesting aBuilding.Department Foundation tection . Show foundation bolt-size and spacing. Inspection, the soils4 engineer shall advise the 2907(e). , building official in writing that , '. . •'.' Specify ize, I.C.B.0.. number and 1. the building pad was prepared in '' manufacturer of power driven pii. Show edge accordance with the soils report, and end distance and spacing Section 306 (f) - 2. the utility trenchs hvebeen. . properly backfilled and compacted, . ®. If required by tructual calculations, .and; show-size, imbedment and location of hold down - • anchors on foundation plan. .Section 2312(f). - 3. the foundation exaavations,4ormings.. 4 . .... and reinforcements comply with the . If 'hld 'downs are rquird by calculations, soils report and approved plan". .' note on plan that hold dawn anchors must be tied V c :in place prior to foundation inspection. - Show height of all foundation walls , Section 305 (e)..2 chapter 23 • • ' - Show adequate footings' under all bearing - -. Show height of retained earth on all ', "/ialls and s1ear walls. Section 2907 (b) -. roundation. walls. •chapter 23. - •-• •V • .- . V Show n the elevations, stepped footings . If cut qrfillslopès exist, show distance - ' or slopes steeper than 1:10.. of .Vfoundation' to edge of cutor fill slopes and . : • Section 2907 (c). show steepness and heights of cuts and fills . chapter 29 Show minimum 18" clearance from grade to V • 'V . 4-tom of floor joists and mi'nimum 12" . V Note on plans that wood shall be 6" ? clearance4 to8bottom of girderS.' V V minimum above finish grade.V V Section 2516 (c). V V Section 2516 (c) 7. - -.' V • V 9/ Show tier size, spacing and depth into V ,4. Note on plans that surface water will drain undisturbed soil. Table 29-A. V away from building and show drainage pattern and key elevations. Section 2905 (f). • V - . 9/. Show minimum underfloor accessof 18" x / 4" Section 2516 (c) - /3 Dimension foundation per U.B.C. Table 29A:,, V • V 4 V I.Show minimum underfloor ventilation equal V V Floors-V V V - V' V £o 1 sq. ft'fort each 150 sq ft. of underfloor. Supported* Stemwall Width V Depth. . ',area. openings shall be as- close to corners as' 1 . V 6" 12" 121! • ,. practicable and shall provide cross ventilation '.• V. 2 8" 15" 18" on at least two approximately opposite sides 3 10" 18" 24" Section 2516 (c) *Foundations may support a roof in addition to - the floors Where only a roof is supported, use ' 8 foundation for one floor. .4 V - ,' - - • • V - - • 4 -V-V.. . V.- -V V• V •V V V •' - V V - V • ••V • V 4 • - V V V • V V." V • • V •V -V V • • - 7 4 V • - ' 3/25/86 V •4 . . • - • .: - •- V 8 V V V - • 4 V - . . V. • V - V V a S. .5 . •5 4"5 - S.,-. S S•-S .--. -, -q 5, ,S_•_; .-- S .5 - 5~ Specify that posts embedded in concrete . .. 1p'4-. Show 1/2" minimum clearance between top - /shall be pressure treated per UBC Std. -No. 25- -. late of interior partitions and bottom chord of 12; Section 2516 (c). • :. - trusses. (To ensure loading will be-as designed).,- I FRAMING 1 Show double top plate with minimum -48" -. Show wall bracing Every exterior wood , 'stud lap splice Section 2517 (g) 2 wall and main cross partition shall be 1 braced at each end at least every 25 feet of lØ Show nailing will be in compliance with length with lx 4 diagonal let-in braces or . table 25-Q. ' .. equivalent Section 2517 (g) 3 . Show orn0tè fire-stops-at the following Note cross bridging or blocking. 'Floor locations per Section 2516(f): S joists and rafters 12" or more in depth shall be . .. S. • supported laterally by bridging at intervals not a. in 'concealed spaces of stud walls and - exceeding 8 feet, unless both edges are held in " -partitions, including furred spaces, iinê. Sec. 2506 (g). • .- atthe ceiling- and floor levels and at S S - 10-foot intervalsalong 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. -: . •. - b. at all interconnections between I S concealed- vertical and horizontal 94.. Show solid blocking at ridge line and at spaces such as occur, at -soff its, drop - exterior walls on trussed roofs. S - - ceilings and cove ceilings; V Section 2506 (g), Section 2517 (h). - - - •_ - , - c. in concealedspaces between stir Show double joists. Floor joists shall be tu~obled - stringers at the top and bottom of the under bearing pitions running art 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; i/i. Bearing partitions', .perpendicular to •- - -: - and .. - - joists, shall not be offset from supporting S girders, beams, walls orpartitions,-more than ' . ' - d. in openings around vents, pipes, . the -depthof the-joist. Section 2517 (d) 5. . - -.. ducts, chimneys, fireplacesand - , - - similar openings which afford a 12. Show rafter ties. Rafter ties shall be' - :S - passage for fire at ceiling' and floor - s'paced not more than 4 feet on center and be. , levels, with noncornbustible just above the ceiling joists, where rafters and materials ' ceiling' joists are not parallel. .• - - 4 • - . 5 4 - Section 25175(h) 4. '-. -S - !' • 8! •Show'stud size and spacing. Maximum - allowable stud heights; Bearing wall - 2 x 4 and 3$3. Show rafter purlin braces to be not less - ' achgn 2,x 6 max. 10';'Non-bearing: 2 x 4max. 141 , 2 - 45 degrees to-the horizontal. - - - x 6 max. 20' Table 25-R-3. - - ,- - - Section 2517 (h) 5. - - . - - 191. Studs supporting two floors, a roof and '. 6eilingmustbe3x4or2x6atl6"o.c. Table 25-R-3 - - . - - . S -. 5 - - * - , . • • - 8 - - - + - 0 - * . - .• - . - - -. - -. - - 3/25/86 . - . S.- - - --S. • SI S • S - - -' _4S_'. -. •• -S . S , .5 5 Note an A I T C Certificate of Compliance Show on the plans all structural Quiremenils'developed ?Or glued laminated wood members shall be given - in the structural to the building inspector prior to erection.. calculations. - '- Section 306 (f). V . V l• Columns and pasts located on. concrete or i,4 Detail all post to beam and post to nfsonry floors or decks exposed to the weather footing connections and reference the detail to ' ' or to water splash or .in basements and which the plan. Section 2516 (m). . support permanent structures shall be supported by concrete piers or metal pedestals projecting Detail shear transfer connections, above floors unless approved wood of natural including roof and -floor diaphragms, to shear -.. resistance to decay or treated wood is used. walls Section 2513 Section 2516 (c) 4 Specifynail size and spacing for all -. 1,2. Individual,concrte or thasonry piers shall shear wall, floor and roof diaphragms. - roject-at least 8 inches 'above exposed ground Indicate re4uired blocking. Maintain maximum .' unless the columns or posts which they support - diaphragm dimension ratios. (Tables 25 I, 3, K)' are 6f approved wood of natural resistance to .-and Section 4713 (d). . . '• - decay or treated wood is used. V. V Section 2516 (c) 4.- V V V -t14. Show 3" x 4" or 2"x 6115 studs in first . /story of three, story building. Table 25-R-3. V V (J. Show location of attic access with minimum. V / V size 22" x30". Section-3205. V (5. Provide truss -details and tiuss V calculations forthis roject. . V V 13.. ShOw draft separationfor attic areas V V . - b'etween units in a duplex. Section 2516 (f). 111. Provide, roof framing plan and floor :' framing plan Section 302 (a) 7 l't Wood stud bearing walls, with studs at 24" sections require 3 ea. 2 x 4 or 2 ea. 2 ,x 6 or 2 ui. Provide framing through ' ea. 3 x 4 top plates.if supporting either floor V members or roof trusses that arg spaced more than 16" 6. c., and do i not bear .within 5" of the V supporting stud Section 2517 (g) 2 Specify plywood grade and panel Section 320 (a) 7 "identification index Table 25-N Specify all header sizes for opening over E 1 ' When roof pitch is less than 3:12, design 4' wide. Section 2517 (g) 5. 1•'' a .dge as a beam. Section 2517 (h). : S ..•- 0. Provide calculations for iiain vertical and l,Z. If foundation cripple wall studs are less horizontal framing members and post footings.. V -üian'141 fraxnin shall be solid bloCking. Section 302 (a) 7 - Section 2517 (g) 4 Provide calculations for lateral loads, shear panels, shear transfer and rel.ted. Section 302 (9) 7 a - I - . ' - . _ . _5 .. 9 - •, V S V 3/25/86 V 5- I - V VS V V VV V l,3'O wall studs exceeding 4 feet in Show minimum 30" deep unobstructed working ghtCripple ieishallbe.3 inch by 4 inch or52 inches by - space in front offurnace. Section 505, UMC. 6 inches when supporting 2 stories. Sec€ion 2517 (g). 4. - - . V - - .- Note on plans, clearances to be per - manufacturer's listing.'- Section- 501,.UMC. -- T13/ Show plywood sheathing over exposed eaves, • o other weather exposed areas, is exterior 14/. -Furnace shallnot be installed under any V gi:ade. Section 2516 (g) 3. ., . - - -, sLairway. Section704, IJMC V .Show a weep screed at at the foundation.ple .- - .., s - ' V 363. Furnac•e shall-not be installed inany- line on all exterior and stud walls to be ' - 'bedioom, bathrom-âr in acloset or confined V stuccoed. Section 4706 (e). space with access only thrugh such room, unless V V specified as direct- vent;appliance, enclosed Z. Show corridor width-to be minimum 36".. furnace or electric heating appliance. 6etion 3305 (b). . .• .5 --i Section 704,, UMC. - . . . Specify -truss layout5for 30" x 30" attic- - . ,• .. . 5_ 5_•_ 1 Show I.C.B.0.approval number for prefab. access Wireplace I /s. Ridges, hips, and valleys shall beat V Show access to the attic or underfloor least one size larger than supportedrafters. . . - furnace to be minimum 30 incheby 30 inches. Section 2517 (h) 3. - V Sèctioii 708 & 709 UMC. - - 1,3 In open beam construction, provide strap 4 Note that - passageway to the attic furnace iLies across the beams-at theridge support. s 11 be unobstructed and have continuous solid I - .Section.2501 (b)-. - - - . - - . - - flooring not less than 24 inches -wide. - - - - - Section 708, UMC. - • - - : J. MECHANICAL . - - J() Show permanent electrical outlet and - All heating, ventilating, and cooling-systems; lighting fixture controlled' by a switch for the - - and appliances- shall comply -with the Uniform - • attic furnace. Sction-708,UMC. Mechanical Code. - - - - - " - - - - . . •. . - V - .- - - - - . -- i,I. Show -details to comply with Section-.709 . - . (). Show the size, location and type of all' - br furnace under the floor, or Section 710 for - heating and cooling appliances or systems roof or outside furnace V - . S - . 13L'v Show source of combustion air-to furnace, . . • -•-.- .•.. .V• •5 - 3$; Note on plan:. Gas vents and. .: pr chapter 6, UMC noncombustible piping passing through three floors or less shall be effectively'draft - - - - 9.4 Every dwelling unit shall be provided with stopped at eachfloor or ceiling. V . heating facilities capable-of maintaining aroom - UBC, Sectionl706 (a) 6. temperature of 70 degrees F at 3 feet above the floor in-all habitable rooms. Show basis for - --5 - :compliance. UBC, Section 1211. :- - - -. V - :'- - Ih - - - - - -. V 'S I- - - .- -- •_ - - - -- * V S • -V S •'••• - -. - 4 - - -. - V - . ,-- I - 1 S . - - .5 - . 5- ---5- .. 1,_V - - . - -. S•5_•, _•V 5 - - S • .V --• -- V -. . - •. . ' 10 3/25/86 - - •0 1• . - ,--.- '1 _.r o . I K ELFAIRICAL (NATIONAL ELECTRICAL (X)DE) Fuel combustion water heater shall not be Ynstialled, in bath or bedroom or in a closet All wiring shall comply with the.National - opening into bath or bedroom. - Electrical Code. 0 UPC, Section 1309. -. Show on the plan the amperage of the Provide adequate barrier to protect water electrical service, the location of the service from vehicle damage UPC, Section 1310 ,/lieater panel and the location of any sub-panels Show location of all electrical .. Show T and P Valve on water heater and receptacles. - '1 show route of..discharge.line to exterior. - • - UPC, Section 1007(e). - Electrical recejtacle locations and/or i. .- - - /spacing is not adequate in ' . j. . Provide dryer vent to outside. . UMC, Section 1903 - . - : . • on the plan that hose bibbs and lawn. sprinkler systems shall have approved backf low • prevention devices.: UPC,-Section 1003. - Show at least one convenience outlet other - . .. •0 . .. than outlets for laundry, etc., outdoors, in . )43 Shower stall shall accommodate a 30" garages and basements. NEC., Art. 210-52. circle and have' a minimum floor -area of - I 1,024 sq. in. UPC, 909 (d). 54. Note convenienc'e outlets in bathrooms, - •1 outdoors, and in garages and-basements (other - N. 'NOISE INSULATION (DUPLEXES) I .... ... than for laundry and similar eqiipment) shall be -, - GFI protected, NEC, Art. 210-8. • I 0 .. i4. Show details of duplex common (party) 0 :.. - . .11s and floor/ceiling assemblies to achieve a Note-electrical system ground to be Sound Tansmission Class (SIC) rating in walls provided per NEC, Art. 250:81. of 50 decibles and. on Impact Insulation Class 0 . • (IIC) rating on floor/ceiling of SOdecibles. L. PUJMBING (UNIFORM .PLUMBD*G cXrnE) 0 . Title 25. •0 Show water heater size, type and location Show how penetrations of assemblies for Ing, 6n plans. IJPC, Section 1310. - - 0 electrical devices, recessed cabinets, I - 0 0 - • - ; bathtubs, soff its, or heating ventilating, or 17. Show source for providing combustion air • exhaust ducts shall be sealed, lined, or o fuel burning water heater If wall opening insulated to maintain required sound in an enclosure are used,1at least one-half of transmission rating. Title 25. - the required opening area shill extend-into the 0 I upper twelve inches of the enclosure and /0 Ø. Provideinsulation in walls and ceiling to one-half within the lower twelve inches. - 1 achieve STCof.50 between garage and living area UPC, Section 1307. • - - - .: . - if garage use is not controlled by resident. • . -- - 0 0 • • • - Title 25. - - - • 0 10 0 * - - .• -- 0 •• -. %.•• : 4- 'ft - 4: 1ftft. sr. •ft ' - ft 'ft N ENERGY CONSERVATION: PLEASE READ Specify on the building plans all of the ft mandatory energy conservation requirei'ents as - State regulations (California Admin Code) 1istd on the enclosure titled, "Mandatory require that the design.satisy one of the Enery Conservation Requirements". . "attached alternative energy "packages or submit - calculations. The law also requires that many 1) Show'th4 size, type, make, model and mandatory conservation itemsbe satisfied. — 4 " .. locati&n.of the space heating (or cooling) - .•• .4 4). system and provide heat loss 'calculations if the Show on the Title Sheet of the plans, the output BTU/Hr exceeds 45,000 t ' iequired elements ofthe alternative energy package that was selected, and next to each o.' CARLSBAD S.F.D. & DUPLEX SUPPLEMENT - ft element show hbw you are complying with each element. If calculations were used, provide i$ Energy conservation design should be for similar data on the plans. . ,one 7 '- See attached energy packages.- The plan sheet showing the required Floor drains must have auto-prime /elements of the selected energy package, and " ((city policy) * listing the design elements showing compliance - with that selected"package, must be signed by , Note exhaust fanscannot be ductless type either the owner. or a licensed-professional . ,. (citypolicy). i.e., architect, engineer or contractor. A . design professional must note his/her state (J. New resideiitial units must be pre-plumbed ft * .. license number-ft Section' 1403 of Title 20. ft for future solar- water-heating. 'Not t.,two roof Show on the plans the "W' value for the . jacks must be installed" where the water heater is in the one story garage and directly below. wails,' floors, ceiling and related areas the facing roof - . . . . '(City Ordinance No. Show doubleglazing as per Energy Design, ?onpG'lazing Schedule Note "two 3/4" copper pipes must be .nstalled to the most convenient-future solar Show. on the plan how shading requirements panel . lcation when' the water 'heater is not ui a are satisfied. ft . . one.story.garage and is-not directly.below, the ft ft ft•ft ft , . . . most south facing roof. -with The p1ansarenot.in compliance the , (City Ordinance No. 8093). /energy conservation compliance package selected . .. - or design calculations'provided. Show on plans (). Allpiping for .present or future solar conformance as follows . water heatingmust,be inu1ated"wieit in areas,. that are not heated o cooled by mechanical means (city policy). ft. ft . . ft ft .".. •ft.- ft. . Incorporate the waterproofing details, on /the ft attached Policy808 " where interior living space oècurs'below grade at the masonry wall(s) . . ft t ft ftft ft. . ft 3/25/86 12 J. Show on the Title Sheet on the plans, the -. UBC Adopting Ordinance 8792 requires /Fire Retardant formation required by the attached roof on all structures (Sec. 18 .04.230).' Show compliance bevelopmntal Services Sheet 102683. vlth.UBC Section 3203(e). AU new residential buildings, including City Ordinance 9792 requires two park- / ing spaces/unit with clear area of additions, require a soils report. Please .. 'x20' I.e. no washing machines, etc.. Show submit two copies compliance. H eavy timber framing, minimum 6" x 10" /feams 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) Please see additional corrections, or remarks, onthe 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, 2075 Las Palmas Dr., Telephone (619)438-1161 Thank you Enclosures 1 2 3 1)J.-.-1 L opI Su i: II cLt,i on cv -L,J€ li CIcfc P7' 0 ' •' -- I , cp ?el circ4 I 13 .I (cofl 13 10/6/86 1 S • -. - -. -. -• ----- . 4 4 V . :. . .. - V-V S ..• - S. . . . —4 .V * V• • - V' 4 1 . - .V - •. ••. - V - - V - . V. V • •4 . . . .. . - - - j •t .c • - 4 - F .., -. . ...- - Date d77/7 CITY OF __CARLSBADP Prepared 'by:* 0B1d g. Dept VALUATION ANDPLAN CHECK EE Esgil PLAN CHECK NO._g7 -I2 BUILDING ADDRESS APPLICANT/CONTACT, -6 - PHONE NO.-?-/2.- /7J' V •V •- BUILDING OCCUPANCY - - DESIGNER PHONE____________ TYPE OF CONSTRUCTION CONTRACTOR-PHONE " VV ,.. "4. • ,. . S V V• ' Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1 065) - Building Permit Fee 7'-LOSc' V - . V . '.4 -I V. • S-V .-..,' Plan-. Check Fee $ -- i;, -. ... S . V •:. •., ,. .V. , V COMMENTS: - V V V V 5 • V - V .. V • 4 - - ,t - • V, VV ( 4. • V. - •V -_ V V . V V -• - - .' . . - V V - V V• . . S V V V VV4VS VV V V V ,• • 4.VV45 V V V 8/4/82 V V . V ' . - •. V '<, .. - 4 S. '4; _V, V V V V bS V • V V_S _•, 4 •V •_ - ._V V V V - -- V V C . - V ENGINEERING CHECKLIST w _ • LEGEND. - ate: s-'-' ui Plan Check No. Item Complete -Project Address :., ____ 5r • Project Name: 5>,ga • 'Item - Needs. !ncompleté • '. ' Field Check,,Date: t. Your Action * • . By: • *4 t;2,3 Number in circle indicate! • .. .. : • planchedk number that deficiency was identified -c , •_ • -c V ..LEGAL, - • - • _, • REQUIREMENTS • - - - . • •, Site -Plan -. •. El" U El 1 Provide a fully dimensioned site plan drawn to scal e m •- Show: North arrow, property lines, easements, existing andproposed,structures, streets, existing street improve- i o O_• LJ O._, Q_ U - ments, right-of-way width and dimensioned setbacks. -, • -!.. •; *•-- o 0 0 :2. Show on Site Plan: 4Finishfloorélevations,, elevations of * • • -finish grade adjacent to building,, existing topographical lines, existing and proposed slopes,- driveway and percent (%) grade and.drainage patterlis. I - - -. - •. 4 t?.1 LI LI 3 Provide legal description of property. t?1 i:i o 4 Provide assessor's parcel number. PERMITS REQUIRED - Grading 0 0 0 5 Grading permit required 0 D IJ 6 Grading plans in plan check PE EJ ' fl 7 Need the following completed prior to building permit issuance 0 0 0 A. Gradingpans signed. 0 EY j B Grading permit issued I o 0 ci C • Grading completed El Li ci D Certification letter and compaction reports submitted tJ 0 fl E Grading inspected and permit signed off by City inspector iO 8 Way -Permit required for work in public right-6f.7way driveway appach side auc connection to, water __ El 0completely - • - • 9. Industrial Waste Permit application required. To be filled out and returned to Development Processing • - - •• • ,• 5--- • S - V - - V - "V •'•'O V - FEES REQUIRED 0 0 1i 10 Park-in-Lieu fees required. ____ Quadrant , Fee Per Unit , Total Fee D 0 11 Traffic impactfee required Fee #7O Total Fee Per Unit , ,41 i 11 '12 Bridge and Thoyoughfare fee required Fee Per If 30 't'S3c) Unit , Total Fee tJ El 13 Public facilities fee required D- fl 14 Facilities management fee required Fee 15 Additional EDU's required /Ck)C 'A el~ ad Sewer connection fee Sewer permit no V l'V V V V - U U 16.'Sewer lateral required REMARKS J& 0 - 1, , . -- V '0 V. 0 K to issue Date 7 - If you have tany questions'* uestions about any of the above items identified on this plan -.check,-.please 'ca 1l the Developme'n't,. Processing Department at 438-1161 '4 ' - •V V V V '0 V V_ V ' - V VV £ •-.• . - -- V ' •V" - ,'it - -- V V I 4 V • •V V • *V - 0 V - * • •V 'V • V - - - V - 0 •_..-'_ 'V V. - 'V • 'V -- 0' • V 0 .•• -' • - 4 4 - V.- 4- . -- • V.' 'V • - 5w-' 0 ' 05 • 5. - , r .•_••4-I - 1 5. .,-• - S - • 9 . - •0, •' - , .' - . S '. , . ' I, I- • - •. - - , , - •.' -. -- • 0• • .• - ' 5-- PLANNING CHECKLIST co ca Plan Check No LT2 Address S11iZia,1 fr 0) :-' 0 • ..•• Type 'of Project and Use . 5 - k Zone ¶7. .. Use Allowed YES NO Setback:..Front "- Side ' RearC Discretionary Action Required YES NO )( Type Environmental Required t YES NO E Landscape Plan Required YES NO Comments 0 4 - 0' - Coastal Permit Required - - YES 0 •0 0 - NO _____-.. 0 0 Additional Comments - .. . -'C- • -. .; 0 , * - - 5 . • -' - • - 5. • 5 - 5. - 000 .. - '5' -. - _t ,1 - - - • '5 . S ', 5 5 5 5 • •. • - 0 5_ 5.. OK TO ISSUE DATE BENTON ENGINEERING. INC APPLIED SOIL MECHANICS FOUNDATIONS 0 6741 ELCAJON BOULEVARD SAN DIEGO. CALIFORNIA 92115 PHILIP HENKING BENTON S i(Y7') SAN DIEGO: 583.5654 PRESIDENT . CIVIL ENGINEER October 17 I 7fL. L. MESA, 463.5654 La Costa Land Company Costa Del Mar Road Rancho La Costa, California 92008 Subject Project No 71-7--17D Grading Permit No L-5930 Final Report on Compacted Filled Ground And Classification of Soil Conditions Lots 413 to 584, inclusive And Certain Street Areas La Costa Meadows Unit No 3 Carlsbad, California Gentlemen This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas. of LaCosta Meadows Unit No. 3 in Carlsbad, California,. formerly a part .of the County of San Diego. The fills were placed during the period between July 15, 1971 and July 20, 1972. . . . . . . . The approximate areas and depths of Filled ground placed under our inspection n accordance with the approved specifications are shown on the attached Drawing No. A, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground was prepared by Rick Engineering Company and approved March 15, 1971. The approximate locations at which the tests were taken and the Final test results are presented on pageil-1 to 1-26, inclusive, under the "Table of Test Results." The laboratory determina- tions of the maximum dry densities and optimum moisture contents of the major Fill materials are presented on pages T-27 and 1-28, under the IILaba;j.ory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests were taken during the weekly periods indicated below: Test Number . . Week Ending 1 to 4, in . July 17, 1971 0 5 to 21, inclusive . July 24, 1971 22 to 35, inclusive August 7, 1971 36 to 63, inclusive 0 August 14, 1971- 64 to 113, inclusv August 21, 1971 114 to 153, inclusive August 28, 1971 154 to 218, Inclusive 0 September 4, 1971 219 to 275, inclusive September 11, 1971 276 to 318, inclusive September 18, 1971 319 to 3601 inclusive 0 September 25, 1971 . Project Nó..71-7-'17D . .-2- .. October 19, 1972 La Costa Land Company - TèstNumber. Week Ending '- -a 361 to 404, inclusive * October 2, 1971 A 405 to 456, inclusive October 9, 1971 457 to 507, inclusive October'] 6 1971 508 to 538, inclusive ' ç October 30,'1971 539 to 570, inclusive - November 6, 1971 571 to 621, inclusive r - November 13, 1971 622 to675 inclusive November20, 1971 676 to 701, inclusive November 27, 1971 702 to, 771, inclusive - 4Dec6ber 41 1971 772 to 835, inclusive Deember 11, 1971 836 to 905, inclusive' December ]8, 1971 906 to 924, inclusive December 25, 1971 925 to 930, inclusive July 15, 1972 931 to 935, inclusive July-22, 1972 The final results6f tests and observations indicate that the ,compacted filled ground has been laed at 90 percent ofJhemaximum dry density or greater.' It has been determined that t h e fill -materials; compacted to 90 percent bf the maximum dry"density, have a safe bearing value of 1930 pounds"per square foot for one fót wide continuous fdotins founded at a minimum depth and placed f1ve feet or mo're insidethe top of cbmpactedfilled around slopes. If foot i n g s are placed closer to the exposed slopes than 5 feet inside the top of compacted filled gr o u n d 4 slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line p r o i e c f e d oul-ward and downward'.from a point 5 feet horizontally inside the top of compacted filled ground slopes Tests indicate that the compacted filled ground is adequate to satisfactorizy support the proposed wood frame dwellings without detrimental settlements - Expnsive clay silty clay, and thidy cla>soils were placed in the upper three feii ircerairi compacted fill areas and also exist in the upper three feet below finished grade in certai n c u t areas.' The finalclassifictions. of the soil conditions existing on each lot are presentè d a s follows --- ,.. -Type ACritically Expansive Soils Lots Lots * 413 to 430, inclusive 531 to 534, inclusive 432 to 435, inclusive 53o to, 540, inclusive 4.37 to 441, inlLsIve '-5ii3 to 552, inclusive 446 to'450, inclusive 554, 556; 557".558 452to 454 inclusive -- 563, 564,570, ,574 459 to 466, inclusive ,575, 576 Al 470 to 487, inclusive 578 to 581, incl U's ive j 439 to 510, inclusive 584 512 to 527, inclusive -, A - rN 6 T If ALI Fro1ectNo 71-7-17D -3- e October 19, 1972 La Costa Land Company Type B - Marginally Expansive Soils Lots.Lot's 431 and 436' ' 5281 529, 530, 535 ,. 442 to 445, inclusive 542, 555, 560, 565 451, 455 to 458, inclusive 566, 568t.569 571 : 467 to 469, inclusive . . .•' 572 and: 573. . ... .•. *', '-. 488,511 Type C - Nonexpansive Soils Lots 541, 553, 559, 561, 562 567, 577, 582, and 583 It is recommended that the following pecid desii and precautions be taken for the houes,to be constructed on the above lot's in order I'd minimizes the possible damaging effects due to differential rioverients of the potentially expansive soils S. . . . .. •. : . .• -Type_A Lots - 0 • . "Avoid the use f isolated interior piers. Use continuous interconnéced reinforced footings throughotit, and lace these at a minimum depth' of two feet below the lowest adjacent exterior final 'ground surface. Reinforce and. interconnect continuously with steel bars all interior and'. . exterior footings with'one #5 bèr at 3 inches above the bottom of the : footings and one #5 bar placed 1 1/2 inches below the top of the stems of the footings Exercise everyeffort to assiire that the moisture content of the so11s.in' the upper 18 inches below finished grade is 1 percent to 3 per ent greater than optimum at the time of placing foundations and slabs. Raised wooden floors that span between coritinuous Footings are best; or. use * . concrete slabs with at least 66 -10/10 welded wirereihForcernent' and minimum of 4 inches of crushed rock 3/4 to 1 inch in size beneath all , concrete stabs. A moisture barrier should be provided over the crushed rock * . and this should be 'covered 'with 2 inches Of sand below concrete slabs. 5 Separate garage slabs from peri'-eter footings by a 1/2 inch thickness of :1 * . construction felt or equivalent, to allow independent movement of garage S * slabs'.relative to perimeter'fooHngs. Assure complete separation by,extending the felt over the Full depth of the,.front thicker,ededge of the gara'e stab. Also, cut off the garage door stops, at least 1/2 inch- above the slab., * . p-o cct Nio 71-7--17D -4- L October 19, 1972 I: LC05t0 Land Company .. . 6. '. Provide positive drainage away from all perimeter footings with a -. vertical fall of at least 6 inches in a horizontal distance of 5 to H 6 feet outside the house wall I , Type B Lots Thos6 lots listed as Type B lots should follow all the above-listed recommendations with the two 7 following exceptions: '. ' .' - • :- * S H 1. The continuous footings maybe placed ata minimum depth-of 18'','- inches below the lowest ad16cent exterior final ground surface rather than the two feet recommended for' Type A lots. . .-. I 2 Single 44 bar placed as directed (above) near tops and bottoms of all :.. 'interior and exterior Footings may be substituted for the #5 bars '. recommended for Type A lots. Recorimendations3 toó, inclusive, as listed for the Type A lots, are also applic a b l e t o t h e Type B lots. Only nonexparisive soil conditions were observed in the upper three feet on th e T y p e C l o t s ' and therefore specially designed footings and slabs will not be required on thes e l o t s . espectfuIly submit-I-ed, - BENTON ENGINEERING, INC By ,2 R C Rener P.eviewed by Phil ip H'.- Ben Civil'Engineer • Distr: (4) Addre'ssee •. ' - - - (1) Rancho La Costa, Inc. Attention: Mr. Burton L. Kramer - 'r (1) 'Rick 'Engineering Cornpany, (2) , San Diego County Building Inspection, Vista Office (2) Department of County Engineer . • (1) Attention: Mr. H. M. Taylor ' S. (1) Attention: Mr. Joe SoielIO (2) City of Carlsbad Department of Building Inspection . - [CP/PHB/ew SEW ON ENGINEERING. INC. .5 SI BUG RESIDENCE. • * CARL5BA CAL ORNIA CD No 33411 rrl 5 Exp. 6O/O ROOF FRAMING J -4 ivi . * cp 15, FLOOR FRAMING ----- ----------------- --- ---------5-T LATERAL ANALYSIS----------------------------8-13 MASONRY WALLS ---------- ------- --------- ---- N/A FOUNDATION----------------------------------14 - S_S I_*-*• I - . ••-. 5, 5 . DESIGN CRITERIA t '5 BASED UPON PROVISIONS OF THE 1.982 UNIFORM BUILDING CODE; .•. TIMBER 4 4X& LESS 1 DOUGLAS FIR---------- 1500 psi *2 DOUGLAS FIR----------------Fb= 1250 psi 6X W GREATER *1 DOUGLAS FIR ---- --- ------- Fb= 1350 psi SELECT STRUCTURAL--------- --Fb= 1600 psi GLU-LAMINATED TIMBER ----------- Fb= 24000s1 . . CONCRETE (28 DAYS)----------------Fc= 2000 psi STEEL REINFORCING---------------------Fy= 40000 psi STRUCTURAL TUBING.--------. - Fy= 36000psi' . .. MASONRY BLOCK-1.-------------------F m= 1500 psi - SOIL BEARING--7--------------------7--1000psf ,5 5 - - . . 5 . 5_5S. • - • - - -, - 5$ - ' 5. .5 • * ., . S - S - - . • .. • •,5.5 --e - 55 -, 5* - - * S .• cL)1z10fJ 4i-•-t CALh A17, r 4 : : .' S oor LOAV S L FpLA7' : : £?OT 11L 100 rr TfU-lL' #•3 rr, ; I rr Mi (rr 1.. L, lEa 0 I LL 4o o - ~-VAOCti AP 1' 10"o 5 4 bo,o p IS rr iqA Z( .(' ff -: - 1450 * 1 4 r es Cu :- - I - •. - -' •:- I S I- . ' k1 i74J' AFL5PAP, CAW ~.S) rAO: I I IA 3 r i'j1. i&/ ?è i •, :; :: ' - - 4 I I, ./1P' 4 frf o'(i)(ie. 4o I ~q 4p(ij) o.) - 4II4 Aloo (I ?I40 tJ- OK AU r,) ry I y t3004 A (i II F : * .. . -.- i-.. / 4. 1 4 *4 .' CAG, CAL4F. 4 To I STS - 90 (4o es - S • S•S 10, S .1 I40 1 t7I 9?dO rl 41 I 1 a I r S ,• . l'if ('XI0.-Ati - :- - - 0' ~-çdztot 61gT rr--AM 4u1ziJsA 4 (r13 Z2eAO Al 44.1 l T4b0 , 94 _____ II0 4.1 vJflioT 052 (I ) F. x PEAM c, Jo OF. t4? /f 2 Fio - rA 34I R 4, 19 6 - 1fZ 4 M1441D)2. -1- (ifl)(s)44'() 00 - I - J4-btv(I) u" - ?ip4ice . ci + 1LZIO ZEt1 - CAqhAPJ CAIroJlA - LAT-tA t, 14 \AJUJP LOAP4 ''U r lL&p5 Fw - - Vd "rr poor r +' (To r 4UL A1-1w*t71 4 - 4 1 F o/(o) I,Ilc G - 1I'JpcW iIs/ Aq q(I') _ 4po p (tb) F01- 4, 'fA7 4+1 JQ (Ptw. 1i * ffl43I - (5 ?f&6. Tj 1*j2oOr *rtr 4, -VWkW i&q r I ro 1%1Uf2 O1i -Ee1 - 0, 0 CALPAD, QAkIrcjzlJ1A • 1r2A AOA 1 (e0ri-' 1_,nJ fil b) o ob) o A livJA OT 441 rL 41\ ci L 't 2- 4 Foj i;O Q- 2 A144 Jf7 f rAJ .L A1. 14j,i (4' f/Y4 A;I(o14 O6, 6 - - /1 0 +- o• Io(n/)@.3)..1-d 1g( !b)(sd ..) () I 4w pf LorJ 4Lo - i(I3 (!O)nOo)(io) I A t• v . •- . . . •- 'J I -- - 4 , 4-.-.. . , 4 . 4 . - ', . •:- '4 .4. . 4 . -'- .j 't•', - '• '4, - • 4 - . 4 4 ,, .4 •- -4 -4.. 4 . •1 • 4 4 .. 4. 5 .4- 4 ., .4 • .. 4 4 4. - 4,4 '4 A ------------ SHEAR WALL SCHEDULE I\. t •, - - , ' Gypsum Wallboard (unblocked)''/5d Cooler Nalli@ 7" o/c Edges & Field. (Table 47-I, 100*/Ft ) Gypsum Wallboard (unblocked) w/6d Cooler Nails @7" 0/c Edges & Field /\ 5/8" (Table 47-I, 100 #/Ft ) \ 1/2" Gypsum Wallboard (unblocked) w/ 5d Cooler Nails © 411-o/c, Edges '& Field 1(Table 47-I, 125*/Ft.) rA - /4 \ 5/8" Gypsum Wallboard (unblocked) w/ Sd Cooler Nails @'4111 0/c Edges & Field (Table 47-I, 125 #/Ft ) A 1/2" Gypsum Wallboard (blocked) w/ 5d Cooler Nails © 4" o/c Edges & Field (Table 47-I, 150*/Ft ) - Ae 5/811.:.Gypsum Wiflboard (blocked) w/6d Cooler Nails © 4"o/c Edges '& Field - (Table 474, 175 #/Ft.). -• - Z\.7;811 Stucco over paper-backeLath with 15 Ga. Staples having-7/8" long legs @,611 o/c Top & BottomP ates; Edge of Shear; and on -Field.. (Table 47-I, 180 */Ft.) . 1 I - F 4 - '1-. -- -- 4 4 CDX * Plywood w/ 8d Nails © 8" 0/c Edges & 12" o/c Field. - (Table 25K 220/264*/Ft ) 3/8" CbX * Plywood w/ 8d Nails © 4" o/c Edges & 12" 0/c Field. -' (Table 25K 320/384*/Ft ) 'A 3/8" CDX * Ply wood w/ 8d Nails © 3" o/c Edges & 12" o/c Field. (Table 25 K 410/49 2 f/FL ) 12 3/8" CDX * Plywood w/ 8d Nails © 2" o/c Edges & 12" o/c Field (Table 25 K 530/636#/Ft ) Use 3" nominal framing w/ nail, staggeré'd. A13'1/2" Structural I Plywood w/10d Na1IA © 2" o/c Edges & 12" o/c Field. (Table 25 K 870 f/Ft.) Use 3" nbmlnal £rmtlng w/naila -staggered. c /14 \ 5/8" Gypsum Wallboard (2) layers, (blocked) Nail Base Ply vertically- 6d 'Cooler Nails © 9" o/c maximum; Nail Face Ply- horizontally-wi 8d - Cooler Nails @ 7" o/c, Edge & Field.-. - -' (Table 47-I 250 #/Ft') * CD, CDX, CC, Structural 1, 11, etc covered In UBC Standard No 25-9 NOTE' In lieu of 3" Framing for /12\and/13\ double 2 x's may be used as - Tdp and Bottom Plates and at Plywood splices Face-Nail w/ lOd Corns © 3" 0/c staggered Staggei Plywood Nailing in the doubled 2 x's Where Shear Is in excess of 80 f/Ft and Plywood Is applied to each side of' the Will. 3" x 6" Studs and Plates MUST ..be,. used. - - 4 4 4 -- ii).•• TABLE NO 471—ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR VERTICAL DIAPHRAGMS OF LATH AND PLASTER OR GYPSUM BOARDFRAME WALL ASSEMBLIES' NAIL SPACING TYPE OF MATERIAL THICKNESS OF MATERIAL WALL CONSTRUCTION MAXIMUM (In Inches) SHEAR VALUE MINIMUM NAIL SIZE3 J. Expanded metal, - No 11 gauge, 1 V10 long, or woven wire . .. Unblocked 6 180 head . lath and portland No 16 gauge staple, legs cement plaster. 2 Gypsum lath, plain %" Lath and Uii blocked bl k d 5 No 13 gauge, 1W' long, /64 head, plasterboard or perforated Y2" Plaster . blued nail . .. - 3 Gypsum sheathing Y2" x 2' x 8' Unblocked 4 75 No 11 gauge, 1%" long, /6" head, diamond-point, board galvanized - V2" x4' Blocked 4 115 Vi" ,4 Unblocked 7 100 - - . . . 7 100 :- ... . __ Unblocked 4 .125 5d cooler or parker nails 7-' 125. . Blocked ... . 4 150 4 Gypsum wallboard or veneer base . . Blocked . 175 6d cooler or parker nails. Blocked Base ply 9 250 Base ply-6d cooler or parker nails Two-ply Face ply 7 Face ply-8d cooler or parker nails 'These vertical.diaphragms shall not be used to resist loads imposed by masonry or concrete construction. See Section 4713(b). Values are for short-time loading du 'wind or earthquake and must be reduced 25 percent for normal loading. . . i.... -. . ...........• 2Applies to nailing at all studs, top and bottom plates and blocking 3Alternate nails may be used if their dimensions are not less than the specified dimensions TABLE NO. 47-1—.ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FORVERTICAL DIAPHRAGMS OF LATH AND PLASTER OR GYPSUM BOARD FRAME WALL ASSEMBLIES' - NAIL SPACING TYPE OF MATERIAL THICKNESS OF MATERIAL WALL CONSTRUCTION MAXIMUM (In Inches) SHEAR VALUE MINIMUM NAIL SIZE3 1. Expanded metal, ,, No. 11 gauge, 1Y2" long, or woven wire Unblocked 6 180 head lath and portland No. 16 gauge staple, /8 legs cement plaster 2. Gypsum lath, plain /" Lath and Unblocked k d 5 100 No. 13 gauge, 1Y8" long, '%" head, plasterboard or perforated V2" Plaster blued nail 3. Gypsum sheathing Y21' 12' x 8' Unblocked 4 75 No. ligauge, l/4" long, 'A6" head, diamond-point, board galvanized Va" x 4 Blocked 4 175 • Y2" x 4' Unblocked 7 100 • 7 100 -- Unblocked Y2 4 125 Sd cooler or parker nails 7 125 Blocked 4 150 4. Gypsum wallboard or veneer base • Blocked 4 175 6d cooler or parker nails 5/fl /8 Blocked Base ply 9 250 Base ply-6d cooler or parker nails Two-ply Face ply 7 Face ply-8d cooler or parker nails 'These vertical diaphragms shall not be used to resist loads imposed by masonry or concrete construction. See Section 4713 (b). Values are for short-time loading clue to wind or earthquake and must be reduced 25 percent for normal loading. . •- . 2Applies to nailing at all studs, top and bottom plates arid blocking. 3Alternate nails may be used if their dimensions are not less than the specified- dimensions. - _' - ( For COMPLIANCE CHECKLIST -. FOR1 2 low-Rise Residential Buildings : (ex(:ept hotels and motels) Step Enter on the form the values for each measure from' your buildihg, p1an - -. •. - and specifications sheet. Step Enter points on this page while working through :the point systcm in Part 3.-- Building Shell - '- - - - Measure-.Points *Total Floor Area . • • c .................... ______ 1 Slab-on--Ground Perimeter ft; Depth in R-. •-;;:;' -H 2.. Raised Floor R-Value .........................R- -- -' Ceiling Insulation or Construction . . . Assembly; R-Value ........ •' -...... .... R- -- Wall Insulation or Construction Assembly, R-Value R- fl -- -: Clazing Total % Floor, Area Single Double . Triple . North-Facing . . . i.4 % -ft2 -ft b. East-Fac1ng . . . % . _______ft2 ..it- -. 7.- South-Facing . -• ft ft . ft2 ----7f West-Facing . . . - ft2 TTft2 ____fc 9. Skylight ..... .ft2 f-t2 .....:....-.;- I Shading Coefficient (exclude overhang) a. East .................•. . . ,'t SC-.. ...'... O b South Sc - c., West ............... .......- ... d. Skylight .....................SC .......-. .11. Horizontal South Overhang Lengt-h . .' . . ft . 12. Movable 'Insulation, % Floor Area . . . . . -. . ... . -. . 1 Infiltration (indicate Standard or Tight) -' Thermal Mass Exterior Wall Thermal Mass Area, Heat Capacity,: R-Value . . -ft2, HC, R- Interior Thermal Mass . Are, Heat Capacity, R-Va]ue ft2, _ HC, R- HYL System** Gas Furnace Without Refrigeration • . Cooling (Seasonal. Efficiency) ............. . 11 SE . Heat Pump (Energy Efficiency Rai to) . ..... '-. -- RER .. .17. (:as Furnace with Refrigeration Cooling T-------- :-- -. - : . - te'sonñ Efficiency (SF) Seasonal Energy . . - Efficiency Ratio (SEER)] .......... -. - SE ______-SEER' IF.. Active Solar (Net Solar Fraction, 7) .'- • . -. . - ;%NSF .19. Zonally Controlled Electric - •- . . Resistance Space Heating .........(Yes/No). - . * - r Domestic Water Heatlng** . •• . . . 2() Solar With Gas Backup (Net Solar Fractihn, %).. ...... . %NSF - 21 Orlier Water Heating (Descri.b( type) Po int System Compliance Total (mu Ht he greater than or equal t0 0) —7' . - Teklist items; not a point system measure. . - * 'Ai tat:h document at ion fo r ef II ci etici e. and NSF . - C-42 PROJECT DATA SUMMARY : Form,1 4l.Lj4 * owner - - - projectk Checked by -. - - - - . •. system type - - date documentation author date - 1- - SITE INFORMATION Heating Degree Day (from Appendix C) ........ .. ...._.. ......HDD .- °F-day Outside Design Temperature (from Appendix C or Appendix G) .. ..... .. Tow 2 __________________ OF PROPOSED BUILDING ENVELOPE INFORMATION p Gross Floor Areaif Low-Rise (from Af, _ Gross Wall Area if High-Rise (from Calculations) ................ Aw 4' ft2 Designed Glazing Area (from Calculations) ............................. A9 '. +5 _______________ ft2 Basic Glazing Area (16% of Line 3 if low-rise OV 40% of Line 4 if high-rise). ....... ....6 __________________ ft2 Description of Assembly Glazing &') - 7 :I'' Btu/ (hr .ft2 .OF) - - U2- 8 -Btu/-(hr. ft2 .OF) * .. U93 9 __________________ Btu/ (hr. ft2 .°F) Wall -_s-_.Uwi 10 . _0") Btu/(hr.ft2.°F) --- .Uw2 11 ________________ Stu/ (hr.ft2-OF) Uw3 - 12 - . Btu/ (hr . ft2 .OF) .- ______________________________________________ U,,,4 13 ________________ Stu/ (hr . ft2 .°F) Ceiling/Roof .._- _ __- U1 14 . Btu/ (hr . ft2 .OF) - - Uc2 15 ________________ Btu/(hr.ft2.°F) Floor ._._ Uf116 _________________ Stu/ (hr . ft2 .°F) Uf2 17 _________________ Btu/ (hr 2 °F) PROPOSED SPACE HEATING SYSTEM (Chapter 7) Gas Furnace- - . . - .• - Building Design Hourly Heat Loss (from Form 2) ........................................18 4 '3_ Btu/hr * . Maxirsum Allowed Bonnet Capacity,.3.i(x Li '18 ....................... 19 7.-_(0 _7_- Btu/hr - - Proposed Furnace Make - .. -.•-. - Model Description -_._-_-_- +, 5 • .. .-. - • Rated Bonnet Capacity Electric Resistance Alone - •-. - . - Electric Resistance Life Cycle Cost Ifrom Form 5).... ... ................. ........... .sLCCe 20 -_- $ -Lowest- Life Cycle Cost of the Other Systems (from Form 5)................... 21 ___________________ $ '- Non.Oepletable Energy wlElectric Resistance Back-Up Percentage of Annual Heat Loss Met by Non-Depletable Energy -. • -. - - - '- - - . - - - Source (from Calculations) .............................. . .............. ... 22 -_. - Heat Pump with Electric Resistance Supplementary Heat Percentage of Annual Heat Loss Met by Electric Resistance . -- - - - - (from Calculations) ......................................................................................23 - % PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) ,. - •. . + Electric Resistance Alone Electric Resistance Life Cycle Cost (from Form 6) ................................. wLCCe 24 . $ ;( Lowest Life Cycle Cost of the Other Systems (from Form 6) ...................wLCC,,wec 25 - - - $_ * PROPOSED SWIMMING POOL HEATING SYSTEM IN FORMAT ION(Chàpter 9) - : -• - • Solar Life Cycle Cost (from Form 7) ............................ - ... .- ............................. LCCS - 26 - -_- $ -. Natural Gas Life Cycle Cost (from Form 7) ........................... ............. .............. LCCO9 27 - - $ HOURLY AND ANNUAL Form 2 BUILDING HEATLOSSRATE. , - . . ..- ..... '- owner - - - project . -- . checked by - - System type date - - -. - - .- - - * documentation author date * HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE - ,•-- - . - For All Conditions Other Than the Following 70°F - OF = Tj 1 3r °F - Tow from Form I For Insulated Floor Over Vented Unheated Space ............Line 1 -- 2. . = AT2 2 - -°F - For Uninsulated Floor Over Vented Unheated Space Line 2 - 50F = 'w3 3 _______________ OF CONDUCTIVE HEAT LOSS ........... - U from Form Framing .AT Area, -ft 2 or 1.-or F5from Factor from - from - . - 4* Description of Assembly Length. ft Table 4-1 Table 3-6 above Glazing -- x x Stu/hr, Wall 41'7 37 x x _1' 13 x_j 1 ( 3 -. Ceiling/Roof - - x I x _f'*_ x - - - x x x _______ -= - Floor- - - x - x - - -. - - * Other x 'x x . * * .. .- *.- Subtotal,, 4 qi dtu/hr INFLITRATION (Enter 0 on Line 5 if there is positive ventilation) - _ ft2 * •i ft ___ _°F-5 7Z43 - - Gross Floor Area - Weighted - I from Tabie3-7, AT from - -- . - - Average - Line 1 Ceiling Height VENTILATION (Enter 0 on Line 6 if there is no positive ventilation)' ft3/minx ____________ OF *108 = 6 0 Ventilation Rate from ; -- from Line 1 - -- . - - - - - - - Calculations . Subtotal 7 I T I Btu/hr DUCT HEAT LOSS (Enter 0 on Line 8 if there are no ducts) 015x Line 7 8 TOTAL (Line 7+8) q 9 _____________ 8W/hr ANNUAL HEAT LOSS - °F.day/yr * - Btu/hr x x 24 hr/day -_ -- - - - - - -. - HOD from Appendix C Hourly Heat Loss • C from from Line 9 Table 3-8 - Q, 10 • 8tu/yr - OF • • * - - Tw from 4 Linel .4 - I -, 2075 LAS PALMAS DRIVE ,. TELEPHONE CARLSBAD, CA 92009-4859 . . . (619) 438-1161 :• • . . ., , . . . - . i - Qtitp at, CarIbab. I DEVELOPMENT PROCESSING SERVICES DIVISION. . Dear Property Owner: -. ... .--. ;, 4. 1 - •,, . , . - 4 ••- '$,. An application for a building permit has been submitte'd in your name listing yourself - as. the builder of the property.irnprOvements specified. For your protection you should be aware that as "owner-bUilder" you.are the responsible -pa'ty.of record on such a permit.. Building permits are not required to be signed by the property owners unless they are personàll per,formingtheir own work. If your work is being performed by someone other .than yourself,--you may protect yourself from possible liability if that person .applies for.,theproper permit in his or her name. . • I .. . .,, . - _.. - Contractth's are required-by law to' be licensed and bonded by the'State of California and to have a business' license from the City of Carlsbad. They are also required by law.to put their-license number.on all permits for which they' apply. , .. . -.. If you plan to do your own'work, with the xception of various trades that you plan to subcontract, you should be. aware of the followinq for your benefit and protection. If yoU employ or otherwise engage any persons other than your immediate family, and the work (including material and other cost's) is $200 or more for the entire project, and such are ,not licensedas contractors or subcontractors, then you may be an employer. If you are an employer; you'thust'-reciister withthe state and federal, government,as an employer and you- are 'subject to several obligations Including state ,and,,fede'ral'-'iricome withholding,- federal .social 'securit'y taxes, .workers' compensation, insurance, disability insurance costs, and unemployment .' :contributions. There may be-financial-risks for you if you do not carry out - these'obl'iaations and these risks are especially--serious with respect to workers' compensation insurance - For specific information about your obligations under federal 'law, contact the 'Internal Revenue Service (and, if .you wish,'the U.S. Small Business Administration). For specific information about yourThbl.igations under state law, contact.-the Depart- ment of Benefit Payments and the Division of Industrial Accidents If the st,uttire is'intnded for-sale'; 'property owners who are not licensed con- tractors are allowed to perform,thei,r work personally 'Or through-their. own employ- :ees, without-a licensed 'contractor or subcontractor; only under limited conditions. --. . . 'A frequent practice o'f unlicensed ers'ôns prOfessing to be contractors is to secure an "owner-builder" building permit, ,'er'roneously implying that the property owner is providing, his or her own labor and material personally. Building permits are notrequired to be signed by'property'owners unless they are performing their own work personally. 'Information about licensed contractors may be obtained by 'contacting the-Contractors State License Board in your.1community or at 1020 N Street, Sacramento, CA 95814.. . . . . ,.' - •-- ' - " .. '- PLEASE 'COMPLETE' AND RETURN THE ENCLOSED OWNER-BUILDER VERIFICATION FORM SO.THAT WE CAN CONFIRM THAT YOU ARE AWAREOF'TH'ESEMATTERS. THE BUILDING PERMIT WILL 'NOT. BE ISSUED UNTIL THE VERIFICATION IS RETURNED. '". • - ' - - . '1, ATTENTION 'PROPERTY OWNER': An "owner-buildert' building Dermit hasbeen applied for in your name and bearing your signature Please complete and returnthis'infornation in the envelooe orovided at your * earl iest'opportunity to avoid unnecessary delay i orocessing and issuinn your buildinq permit bu No ildingpth-mit will be issued until this verification .1 s4 recei ved 1 I personally plan to,provide the najorlabor-and r'iaterials for construction-of the proposed property irnprovement (ys or no)______________ 2. I '(have/h.a-venot- - signed the applicati'on for a building permit '- 3 I have contracted with the following nerson (firm) to provide the proposd ' .. ónstruçtton:. Name / Phone________________________________ Address / ,. Contractors License Nd. / 4 I plan to provide porttions of the work, but I have hired the following person to coordinate, supervseandprovide.the niajor work, , Name. ___________/ Phone___________________________ Aidress4 / Contractors License No 'City.. $._ , • '-f. *,_ 5 I will provide sone of the work, but I-, have contracted (hired) the following 1 persons to provide the work indicated 4 C -V '• - Namé':. . . ' Address - ." •'Phone , , Type of work, / 46 Signed Property Owner_____________________________________________ Social Security Number 7_2'-2— j?" ',-.Date: EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY '0 F D1. Ini ti al s OJNER TOOCCtJPY Signature :- t ' - CERTIFICATION OF COMPLIANCE - - CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION - - 2075 LASPALMAS CARLSBAD, CA 92009 (619) 438-1161' '. This form shall be used 'to determine the amount of school fees for a project and to verify that' the project applicant has complid 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: CarlsbâdUnified _____ San Marcos -Unified 801 PineAvenue . ' - \ 207 WestSan Marco's Blvd. Carlsbad,.CA 92008 (45744985) • San Marcos,, CA 92069 (744-4776) Encinit'as Union Elementary San Dieguito Union High School 189 Union Street - 625 North Vulcan Encinitas, CA'92624 '(944-4306)- , 'Encinitas, CA 92024 (753-6491) Project Applicant 41_vS T APN - Project Address RESIDENTIAL SQ FT of l'Ting area 3q3Number of dwelling units SQ. FT. .of covëredarea - SQ. FTofga- rag.area COMMERCIAL! INDUSTRIAL:' SQ. FT: 'AREA ' Prepared By r9 Date FEE CERTI Fl CAIO ' . (To-be cohipletd by the School District) Applicant has complied with fee 'requirement under Government Code 53080 Project is subject to an exiting fee agreement "Project is exempt from Government Code 53080 ' Final Map approval and construction started before September 1, 1986 (other school ,fees paid) - V -. . V ••••, ' V • V • V Other - Residential. Fee Levied: $___________ based on 4Z3A,( sq. ft.@ Comm/Indust Fee Levid:' based on fl, sq. ft.@ - Ø/7 Scool District Official ' ' Title Date AB 2926 and SB 201 fees are capped at $1.50 per square foot for re'sidential. -AB 2926 is capped at'$.25-per square foot for-commercial/industrial. V •VV V V...' -