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HomeMy WebLinkAbout149 WALNUT AVE; ; 85-662; PermitI hereby affKbrhet I am licensed under ,.... provisloM of Chaer 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Luc No ___________ Class I hereby alt irm that I am exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-quires a permit to Construct, alter, improve, demolish. or repair any structure, prior toils issuance also requires the ap- plicant far such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing With Section 7000 of Division 30f the Business and Professions Code) or that is ox. nmpt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant tsr a permit sub-jects the applicant In a Civil penalty of not more than five hun- dred dollars ($500). ' 0 I, as owner 01 the properly. or my employees with wages as their sole compensation, will do the work, and the struc- ture is not intended or offered for sate (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who doss such work himself or through his own employees, provided that such improvements are not intend- ed or offered for sale. It. however, the building or improve- ment is sold within one year 01 completion, the owner-builder will have the burden of proving that be did not build or im- prove for the purpose of 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 Law dues not apply loan owner 01 property who builds or im- proves thereon, and who contracts for each projects with a contractor(s) license pursuant In the Contractor's License Law). IJ As a homeowner lam improving my home, and the 10110w' ing conditions extol: The work is being performed prior to sate. I have lived in my home for twelve months prior to completion of this work. I have not claimed this exemption during the - - last three years. lam exempt under Sec. fcert _____ - B & P.C. for this reason S thereby affirm that I aIn of conoent to self-insure. or a certificate ompensation In- surance. or a Certified copy 800. Labor Code) POLICY NO. t COMPANY - 0 Copy is filed with the city • - El Certified copy is hereby furnished - O CERTIFICATE OF EXEMPTION FROM - WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit lZ is for one hundred dollars (5100) or less) - 0 I Certify that in the performance of the work for which CE this permit Is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compen-sation as 01 California. NOTICE TO APPLICANT: It, after making this Certificate 01 Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shall be deemed revoked. r 0 I hereby affirm that there in Construction lending agency for the performance of the work for which this per. 01 mit is issued (Sec. 3097, Civil Code) 2I UI1 Lender's Name L Lender's Address - - UI 0 -J m UI 7 39 7 0 I- APPLICANT TO FILL IN INFORMATIOJ1 WITHIN SHADED AREA AND DECLARATIONS. APPLICATION . ': USE BALLPOINT PEN ONLY & PRESS HARD CARLSBAD BUILDING DEPARTMENT Carlsbad, California 92008-1989 (619) 438-5525 ---------VERMIT JOBADDRESS 'Av,5', AD,NEAREST CROSS ST,IDATEOFAPPLICATION'BUSINESLkENSE# W41-,V)- _.4 "/5 C4,'W fj'L'/)I 4I-''r4Q CONTRACRSPHONEN //LL/P/TJ 729-?7S __ CONTRACTOR VILUATION PERMIT NUMBER 0IVtION - I ASSESSOR PARCEL NO.Lio IaL fA,I,LfMWL ..2o//-0LI ZOPAE OWNER'S NAME I OWNER'S PHONE __ _6 IIJL/f S4'17,#_-''_7 '0 ,-CONTRACTOR S ADDRESS 775_- oo /riE 4 v -4 L_l1 3 Dn /5 1(5'4 A-'1IA/tCOç LICENSE NO, 7-263 PLAN 1.0,4* BUlL ING SO. FOOTAGE OWNER'S MAILING ADDRESS DESIGNER 74 J' DESIGNER'SPHONE 72-77$2. 7io/o67Io 8LLiL ''O Not OES7PTQNOFWORK L 6'4/ 000r-7103 4?i ///3 DESIGNER'S ADDRESS LICENSE NO. F/P FLR ELEV. NO OQ&I3P EDU YDNO _PAR __ING SPACE _ CENSUC_IGP LANDUSE _RESUNITS GRADINGPERMIT ISSUED AREA II REDEVELOPMENT TYPE yD ND 0CCLOAD FIRESPA PLUMBING PERMIT- ISSUE .,7J QTY. Valid Unless Machine t'ertifi& OTY. MECHANICAL PERMIT- ISSUE 3,.- - SUMMARY/ACCOUNT NUMBER EACHFIXTURETRAP U10 INSTALLFURN.DUCTSUPTO100,000BTU BUILDING PERMIT 001-810'00'00-8220 OVER100,000BTU EACHBUILDINGSEWER ___ fCHWATERHEATERAND/ORVENT SIGN PERMIT 0O1-810-00'O0-8221 BOILER/COMPRESSORUPTO3HP I PLAN CHECK 001-810-00-00-88 .ACHGASSYSTEMI104OUTLETS BOILER/COMPRESSOR 3.15 HP -is . TOTALPLUMBING _001'810'O0-00-8222 EACHGASSYSTEMSORMORE 'METALFIREPLACE . ELECTRICAL 0O1'810'00-00-8223 EACHVACUUMBREAKER NT FAN SINGLE DUCT MECHANICAL 0-8224EACHINSTAL.,ALTER,REPAiRWATERPIPE MECHEXHAUST -HOOD/DUCTS MOBILEHOME WATERSOFTNER . , RELCATIONOFEAFURNACE/HEATER MOBILEHOMEPARK _ 0O-8225 EACHROOFDRAIN(INSIDE) -T Q...m £J........,. '7,_,._IOTAL ECHANICAL I I STRONGMO FIRE SPRIN) "\TOT'AL:PLUMBING , OTY. - ELECTRICAL PERMIT - ISSUE QTY. PUBLICFACILITIESFE ON NEWCONSTEAAMPSW1BKR J 1 COLLECTORS -SCHOOLFEE __1ST 1PH 3PH STORAGE TANKS Carlsbad _ ._-EnCinitasEXIST.BLOc?EA,AMP1SWT/BKR. ORW o% 1PH '.3PH , PUMP) SanDieguilo REMOOELALTER PER CIRÔUIT>San MarCos -TEMPPOLE200AMPS i---- _____________________________________ ________________________________________ OVER200AMPSbL5 '\ LICENSE TAX 001-810-00-00-8162 9 TEMPOCCUPANCY(30DAYS) • MFF 880-519-92-57 ELECTRICAL F - CREDITDEPOSIT TOTAL TOTAL SOLAR TOTAL FEESPAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bythe Building Official under the provisions of thin * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation end become null and void If fhe building Or work uuthOriZed by such permit us not commenced wufhin 180 days from the date of such 5'0" DEEP AND DEMOlITION OR CONSTRUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the building or work authorized by such permit us suspended or ISSUED: TO COMPLY WITH ALL CITY. COUN1Y AND STATE LAWS GOVERNING BUILDING CON- abandonedatanytimeaffertheworkuscommencedforaperiodof180days APPLICANT'SSIGNA_URE*OWNER 0 00NTRACTORLi APPRODBYSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LiABILiTfES. JUDGMENTS, COSTS AND EXPENSESWHICHMAYINANYWAYACCRUEAGAINSTSAIDCITYINCONSEOUENCEOFTHE BYPHONE 0GRANTING OF THIS PERMIT. FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS ECTIO REQ IF INSPECTORS - INSP N CHECKED APPROVAL DATE - SOILS COMPLIANCE PRIOR TO FOUNDATION INSP . STRUCTURAL CONCRETE OVER 2000 PSI - PRESTRESSED CONCRETE POST TENSIONED - - CONCRETE FIELD WELDINt3 HIGH STRENGTH -BOLTS SPECIAL MASNR' PILES CAISSONS I. INSPECTOR'S h TYPE I DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL I MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SIi'EAR FRAME I EXTERIOR LATH INSULATION C INTERIOR LATH & DRYWALL 10- IA Aoeit PLUMBING SEWER AND BLICO 0 PJCO UNDERGROUND DWASTE DIWATER TOP OUT 0 WASTE 0 VIATER TUB AND SHOWER PAN I GAS TEST I O WATER HEATER 0 SOLAR WTER ELECTRICAL ELECTRIC UNDERGROUND 01 UFFER ROUGH ELECTRIC I ELECTRIC SERVICE 0 TEMPORARY BONDING 0 POOL I - MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTYON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL I MECHANICAL GAS BUILDING I SPECIAL-CONDITIONS - a I - 4 I hereby effirm._4hat I am licensed under provisloncof Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Lic No __________________ Class - I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re- quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap- plicant tar such permit to tile a sipned statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing .with Section 7000 of Division 3 of the Business and Professions Cede) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub- (ects the applicant to a civil penalty 01 not more than five hun- dred dollars ($500), I. as owner 01 the 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 and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend-ed or offered for safe, it, however, the building or improve- ment is sold within one year 01 completion, the Owner-builder will have the burden of proving that he did not build or im- prove for the purpose of sale). ID I. as owner 01 the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). 0 As a homeowner lam improving my home, and the 10115w' ing conditions exist: -- - I - The work is being performed prior to Sale. 2.. I have lined in my home tot twelve months prior to completion of this work. - 3. I have not claimed this exemption during the last three years, 0 lam exempt under Sec. __________________ . B & P.C. tar this reason USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT Carlsbad, California 92008-1989 (619) 438-5525 J08 ADDRESS . AV. ST. RD. NEAREST CROSS ST. I DATE OF APPLICATION I BUSINESS LICENSE 01 VALUAT N PERMITNUMBE) ._6 -/3- _ ._ SUBDIVISION LOT IB.0CK CONTRACTOR CONTRACTORS PHONE ZONE I_ ASSESSORPARCENO. ,L/_e~41T.4 " 1 77-P-7752 OWNER'S NAME .' % OWNER'S PHONE 1177r PLAN I.D. 4* 'S BUILDING SQ. FOOTAGE iv,.55 ,j_/T,4_.'9 J_7 &jy_ (.j CONTRACTOR'S ADDRESS LICENSE NO. 6:,o,ivP,9vE OWNER'S MAILING ADDRESS 41?3 1.241 ç_rL...-A/ç_/-i 2..O 9 DESIGNER DESIGNER'S PHONE _q 6A/74v0 01V57167bi 7z9-725Z - OESC PTIONOFWORK DESIGNER'S ADDRESS LICENSE NO. /I- 'ce / 0 /x, I 41L/723 6I3766 905 - 159 0 F/P FLR ELEV. I I NO I STORIES OCCGP EDU I YO ND (. 0001905 6'r137 e 1591 - CENSUS TRACT GP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE 0CC LOAD I_FIRE SPR IAREA I CONS I Y 0 N O I_YO NO I I_vOND Not Valid Unless Machine Certified — QTY. PLUMBING PERMIT- ISSUE J_ I7 OTY. MECHANICAL PERMIT' ISSUE 3 " SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU - BUILDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER 1' OVER 100,000 BTU , SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER ANDiOR VENT . BOILER/COMPRESSOR UP TO 3 HP , PLAN CHECK 001-810-00-00-8806 EACH GAS SYSTEM I 104 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 . MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER , MECH EXHAUST - HOOD/DUCTS - . MOBiLEHOME 001-810-00-00-8225 - WATER SOFTNER , RELOCATION OF EA FURNACE/HEATER . MOBILEHOME PARK iNSP EACH ROOF DRAIN (INSIDE) ' - SOLAR 001-810-00-00-8226 - TOTALMECHANICAL I I - .FIRE STRONG MOTION - TOTAL PLUMBING I - SPRINKLERS - 00-00-8227 QTY. ELECTRICAL PERMIT. ISSUE QTY. SOLAR -ISSUE . . PUBLIC FACILITIES FEE% 332-810-00-00-8930 I ,- NEW CONST EA AMPSWTIBKR COLLECTORS . SCHOOL c' - t I PH 3 PH . STORAGE TANKS . CiarlsbaNJ IQ EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE ' Encinitas 1 PH - 3 PH . PUMP . San Dieguito ON IfIP REMOOEL:ALTR PER CIRCUIT . PLAN CHECK FEE - San Marcos — TEMPPOLE 200AMPS — OVER 200AMPS . - I LICENSE TAX 001-810-00-00-8162 TEMP OCCUPANCY (30 DAYS) , MFF 880-519-92-57 - , CREDIT DEPOSIT TOTAL ELECTRICAL — . TOTALSOLAR TOTAL FEES PAYABg..— I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building official under the provisions of this * AN IS REQUIRED FOR EXCAVATIONS OVER i DEEP I, DEMOLIT CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shell expire by limitation and become null and void If the building or work 5'O" ION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS authorized by such permit is not commenced within 580 days from the dale of such permit, or if the building or work authorized by such permit is suspended or STRUCTU S OVER 3 STORIES IN HEIGHT BUILDING CON- ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING abandoned at any time alter the work is commenced for a period STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNAT E * OWNER KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND WHICH ACCRUE AGAINST SAID CITY CONSEQUENCE OF THE of 180 days CONTRACTOR 0 APPROVED EXPENSES MAY IN ANY WAY IN 5Y GRANTING OF THIS PERMIT. //4.29 BY PHONE 0 thereby affirm that I have a certiticale 01 consent Ii sell-insure. or a certificate of Workers' Compensation lii surance. or a certified copy thereof 'Sec. 3800, Labor Code POLICY NO. COMPANY Copy is tiled with the City O Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be Completed if the permit is for one hundred dollars ($100) or less) oI certify that in the performance of the work for whicl this permit in issued. I shalt not employ any person in an manner so as 10 become subject to the Workers' Compen sation Laws of California. NOTICE TO APPLICANT: It. alter making this Certilicati 01 Exemption. you should become subject to the Workers Compensation provisions of the Labor Code, you mus forthwith comply with Such provisions or this permit shal be deemed revoked. 0 I hereby affirm that there is a construction lendini agency for the performance 01 the work for which this pci 0 mit is issued (See. 3097, Civil Code) Z ... - 1.11 Landers Name - - Lender's Address TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEI1ING SHEATHING 0 ROOF 0 SHAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BL/CO 0 PILICO UNDERGROUND DWASTE DWATER TOP OUT DWASTE DATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WTER ELECTRICAL ELECTRIC UNDERGROUND Cl:UFFER ROUGH ELECTRIC I O ELECTRIC SERVICE 0 TEMP6RARY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPI'IG HEAT - AIR COND. SYSTEMS I VENTILATING SYSTEMS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS REQ. IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY INSPECTOR'S NOTES F.. i.' $_....,. /.._ •.. . j;. ,.- - I PILES CAISSONS I I I I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING _ oo ELECTRICAL : MECHANICAL GAS BUILDING SPECIAL-CONDITIONS ' 1• U) ic faa 19 If 3 0 I-U 4 5- C,[ 0 or Ic Ma 0 -J Ma Z 3 0 [ 0 I hereby affirm that there is a construction lending agoncy for the pert ormance of the work for which this per. 0 mit is issued (Sec. 3097, Civil Cede) Z Ma Lender's Name - -I .. . Lender's Address_______________________________ APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION,ftt1ERMIT Carlsbad, California 92008.1989 (619) 438-5525. JOB ADDRESS , AV. ST. RD. NEAREST CROSS ST. / iç1 /Lf / i/q, e k/4L41vr A v I DATE OF APPLICATIONI Lc,V I Z-2- I CONTRACTOR L ( /4 / r /t t'/2 BUSI*LICENSE # CONTRACTORS PHONE u PERMIT NUMBER BLOCK 1 7i £ ., ASSES DIVISION' I ASS 14 o OWNER'S NAME . • ' R iA', e GM 1 14 t'9 ' 2-I —ply/ I OWNER'S PHONE I 7 e. i g ci 7Z9- 7 7f2 ZONE _________ CONTRACTOR'S ADDRESS /77ç/.'T1'/1V1 LICENSE NO, /7Z? PLANI.D. . BUILDING SO. FOOTAGE . - OWNER'S MAILING ADDRESS 3 2_3 1D / 5 4.. j.,.4,I • DESIGNER ' DESIGNER'S PHONE 7 2- -7 '/2676G29?8 - 000'r29? ' ' - . - Not Valid Unless Machine Certified - DESCRIPTION OF WORK i? e 11 C V/ 7.1 / )( DESIGNER'S ADDRESS LICENSE NO, ______________________________________ F/P FLRELEV.I. YO No —I ' .[ I NO STORIES OCCGP . EDU I I ' CENSUS TRACT CF LAND USE PARKING SPACE - RES UNITS f ' GRADING PERMIT ISSUED y o N 0 - I REDEVELOPMENT I AREA • I 0 NO I I I TYPE I CONST 0CC LOAD I FIRE SPR I YO NO — QTY. - PLUMBING PERMIT - ISSUE '45 . QTY. MECHANICAL 3 ..._. SUMMARY/ACCOUNTNUMB ER - -'".'••'' 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 001-810-00-00-8221 • EACH WATER HEATER AND/OR VENT EACH GAS SYSTEM I TO 4 OUTLETS . . BOILER/COMPRESSOR UP TO 3 HP , PLAN CHECK 001-810'00-00-8806 - BOILER/COMPRESSOR 3-15 HP . - , TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEMS OR MORE . : METAL FIREPLACE ELECTRICAL 001-810-00-00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE , VENT FAN SINGLE DUCT - . MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER , MECH EXHAUST - HOOD/DUCTS : MOBILEHOME 001-810-00-00-8225 - - WATER SOFTNER ' .RELOCATION OF EA FURNACE/HEATER ROOF DRAIN (INSIDE) EA j'e.ier MOBILEHOME PARK INSP EACH ' SOLAR 001-810-00-00-8226 C4_:r. TOTAL MECHANICAL . STRONG MOTION 880-519-92-33 - 001-810-00'00-8227 __________________ _______________ _________ TOtAL PLUMBING ,i FIRE ERS QTY. . ELECTRICAL PERMIT- ISSUE • QTY. - SOLAR -ISSUE ILITIES FEE 332-810-00-00-8930. NEW CONST EA AMPSWTiBKR - • COLLECTORS 4 'CHoOIDISTR I PH ' - 3 PH ' - . STORAGE TANKS EXIST BLDG EA AMPISWT/BKR - ' - ROCK STORAGE - ' - EciniIas 1 PH' 3 PH PUMP PLAN CHECK FEE " Sant( - REMOOEL:AL-TER PER CIRCUIT . . - - . TEMP POLE 200 AMPS . - - OVER 200 AMPS , NSE TAX 001-810'00-00-8162 - TEMP OCCUPANCY (30 DAYS) : 'c3• vS,1FF - 880•519-92-57 ' CREDIT DEPOSIT TOTAL ELECTRICAL T TOTAL TOTAL. -. - - FEES PAYABLE 3 I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued bylhe Building Official under the provisions olthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void lithe building or work 50" DEEP AND DEMOLITION OR CONSTRUCTION OF I authorized by Such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUEAND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT STRUCTION,WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND VAT$KEEP HARMLESS THE CITY OFCARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS COSTS AND APPLICANT'S SIGNAT ISSUED: TO COMPLY WITH ALL CITY, COUN1Y AND STATE LAWS GOVERNING BUILDING CON. abandoned at any time after the work is commenced for a period 01180 days - - EXPENSES WHICH MAY INANY WAY'ACCRUEAGAINST SAID CITY IN CONSEOUENCE.OF THE : CONTRACTOR% APPROVED BY - BY PHONE: D 9RAN1NG OF-THIS PERMIT.. - L'• -il4 In - lic No Class USE BALL POINT PEN ONLY & PRESS HARD 0 I hegoby afflrifrlhat I am licensed under i provision, of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in - full force and effect. I I herebyalfirm that I am exempt from the Cootrac' I furs License Law for the following reason (Sec. 7031.5 - Business and Professions Code: Any city or county which re- quires a permit to construct, alter, imprsve, demolish, or I repair any structure, prior to its issuance also requires f he ap- plicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors I License Lam (Chapter 9 commencing with Section 7000 of Division 301 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 tsr a permit sub' u-jecls the applicant to a Civil penalty of out more than five hun- dred dollars ($500). 0 I. as owner of the properly, or my employees with wages I as their sole compensation, will do the work, and the sfruc- • tare is not blended or offered for sole (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his owe I employees, provided that such improvements are not intend' ad or Offered for sole. If, however, the building or improve- ment is sold within one year of completion, the owner-builder $ will have the burden of proving that he did not build or im- prove for the purpose 01 sale). - I, as owner of the properly, am exclusively coufracling with licensed contractors Is construct the project (Sec. 7044, - Business and Professions Code: The Contractor's License I Low dues not apply loan owner of properly who builds or im' proves thereon, and who contracts for each projects will a contractor(s) license pursuant to the Contractor's License I Law). - - I As a homeowner lam improving my home, and the fellow' i ing conditions exist: I, The work is being performed prior to solo. I have lived is my home for twelve months , prior to completion of this work. I have not claimed this exemption during the last three years. I' .13 lam exempt under Sec. __________________ ,B & P.C.I for fills reason .' thereby affirm that I have a Curt ilicale of Co sent to I sell-insure. or a certificate of Workers Compen lion In. suranCé. or a Certified copy thereof (Sec. 3800. L or Code) POLICY NO. COMPANY - Copy is filed with the City 0 certified Copy is hereby lurnished\ CERTIFICATE OF EXEMPTION ROM' WORKERS' COMPENSATION INSBRANCE (This section need not be Completed if the permit ,'is for one hundred dollars ($100) or less) Certify that in the performance of the work for which this permit is issued. I shall not employ any person In any manner so as to become subject to the Workers' Compen. sation Laws of California. - NOTICE TO APPLICANT: If, after making this CertifiCate or Exemplion, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit Shall be deemed revoked. - • TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BL/CO PiJcO _EL UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND Di UFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS -- REQ. IF I INSPECTORS I INSPECTION CHECKEDI APPROVAL DATE I SOILS COMPLIANCE PRIOR TO FOUNDATION (NSP STRUCTURAL CONCRETE OVER 2000 PSI CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY dW INSPECTORS NOTES 4,'- -. z?., --4., -. r• -- PILES CAISSONS CALL FOR FINAL INSPEC7 ITEMS ABOVE HA FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS V WHEN ALL APPROPRIATE BEEN APPROVED. x U 7%ry Q. z (rAre~frr 319 If Q4 014 Oxfo rd STOCK No0 753½ Il S MAO I: U. S. A. City of Carlsbad MISCELLANEOUS 1200 ELM, CERLSBAD CA 92ó8'EL (&19) 438-5525 RECEIPT ress / I / / 'V MISCELLANEOUS FEE RECEIPT 0 PLAN CHECK FEE 01-00•00.8806 0 VALUATION '2 0 DEMOLITION . 0 HOUSE MOVING 0 PARKS AND RECREATION FEE_______ 0 PUBLIC FACILITIES FEE Owner Mailing Address 9 City Zip Tel. Contractor 7,4 Vo Address • ____, _,_f City ___/4 1 zIp96 0 SCHOOL FEE - DISTRICT_____________ St_________'______ .ty L S.Classif. __/ / 7i__ _ret.7 qr752.. _c.No. U Carlsbad COMPLETE FOR PLAN CHECK ONLY 0 Encinhtas________________ Lc 7_/z'OCK ' 0 San Diego LEGAL DESCRIPTION 0 San Marcos F_/AL/ _"' 0 CERTIFICATE OF OCCUPANCY_____ (. . if ASSESSORS PARCEL NO. 2. C) 1/--/ 2. / - 0 q DESCRIPTION OF WORK OR 1 14 / Al- Oly C: 101 F1)M/L( ___v/1.L —/2.j1 o ,e_ )c PLAN ID NO. 4' 'L4yj- DESIGNER ADDRESS / 7 7 tp 4 i',: PHONE' 2 ,9 — 77 f ) JJfr CONTACT PERSON fri / TOTAL FEE $ WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. Sigrature of Applicant Date White - Applicant YeIIow- File Pink - (1) Finance (2) Data Process Gold Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER 85-662, __ _________________ I N '-1 PROJECT NAME X,9` ADDRESS/" 149 Walnut PROJECT- 0.: UNIT NUMBER:'______________ PHASE NO lov civ SF0 1 TYPEOFUN T. '- G1taud—__________________________- NUMBER OFUNITS: _. CONTACT PERSON: 729-7 752 •. CONTACT TELEPHONE: INSPECTED BY: DATE ' INSPECTED: -' IY APPROVED DISAPPROVED / INSPECTED DATE BY:: ' : ' INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE V INSPECTED __________ APPROVED _____ DISAPPROVED ALL DEPARTMENTS COMMENTS At ,it. : ••, .. • • .•• • • ' • Rev. 1186 . : . wHITE:susPee GREEN:EngInn NARY: Utilliles PK: Planning GOLD:Flre FINAL BUILDING INSPECTION i1' I 1 85-662B PLAN CHECK NUMBER':35-662 - DATE:917-86 11 • PROJECT NAME: - ADDRESS 149 Walnut PROJECT NO'.:'. UNIT NUMBER:._________________ PHASE NO SF0 TYPE OF UNIT NUMBER OF-UNITS:. Gal taud CONTACT PERSON CONTACT TELEPHONE 729-7752 !J INSPECTED DATE A APPROVEDX DISAPPROVED INSPECTED DATE BY :%INSPECTED ___________ APPROVED DISAPPROVED INSPECTED DATE BY:,_______________________ INSPECTED ___________ APPROVED DISAPPROVED ALL DEPARThENTS COMMENTS V V ••V V Rev 1186 WHITE Suspense GREEN Engineering CANARY UtiIitiCN~K:ing GOLD Fire - . V .-.:: V.; 9V -• V - -. gIl. V - V • . 2 - • S FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-662 85-662B DATE: 9-17-86 _________ PROJECT NAME: ADDRESS: 149 Walnut PROJECT NO.: _________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: SFD NUMBER OF UNITS: CONTACT PERSON: Gai taud CONTACT TELEPHONE: 7297752 INSPECTED DATE BY: INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: . INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED ALL DEPARTMENTS COMMETh: Costa Real MünicipWater b1str1ct91212, Fngrnwrng Department (619) 438-3367 Rev. 1166 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire INSULATION CERTIFICATION This is to certify that insulation h#--' been -installed in conformance with the current energy regulation, California Administrative Code, Title 25, State of California, in the building located at: SITE ADDRESS 149 Walnut, Carlsbad, CA CEILINGS Owens/Corning 92 CertainTeed 10" Batts: Type Fiberglass Manufacturer Manville Thickness 9k" R-Value 30 Blown: Type Manufacturer JI1 Thickness ___ t, R-Value (, If' .zi EXTERIOR WALLS Owens/Corning CertainTeed 3" Type Fiberglass Manufacturer Manville Thickness 4 " R-Value ii FLOORS Type Manufacturer Thickness R-Value General Contractor License # - By Title Date Schmid Insulation Contractors, Inc. License # 221517 C-2 By 11Q.4 Title Vice President Date INSULATION CERTIFICATION This is to certify that insulation has been installed in conformance with the current energy regulation, California Administrative Code, Title 25, State of California, in the building located at: SITE ADDRESS 149 Walnut, Carlsbad, CA CEILINGS Owens/Corning 9k" CertainTeed 10" Batts: Type Fiberglass Manufacturer Manville Thickness 9" R-Value 30 Blown: Type Manufacturer Thickness _____ R-Value EXTERIOR WALLS Owens/Corning 3k" 711t L(.L1LL - Type Fiberglass Manufacturer Manville •Thickness 4 " R-Value 11 Type Manufacturer Thickness R.-Value General Contractor License # Title Date Schmid Insulation Contractors, Inc. License # 221517 C-2 By b. Title Vice President Date ESGIL CORPORATION 9320 CIIESAI'EAKE DR.. SUITE 208 SAN DIEGO. Cik 92123 (619) 560•I 468 DATE: .j/ji.jg JURISDICTION: LJ7 ,C PLAN CHECK NO: PROJECT ADDRESS: )/g, cz,7 4/9 )LfJWT A LICANT SD I CT 10 []PLAN CHECKER flFILE COPY o UPS O DESIGNER PROJECT NAME: .P1D. The plans transmitted herewith have been corrected where E1I necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply fl with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies El identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's U copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that IN plan check has been completed. Esgil staff did advise applicant that the plan check has El been completed. Person contacted: Date contacted: Telephone #_________________ REMARKS:Nar nj 5 ,AJ/17L I )4T A ,DL)442 44JEP A 1O7) A YPs) N/ &-z ET/) /Vii TL- q e. i7 ,y 410Pirr'-. BY: LdLi4. f J ENCL:jt)Oft)( ESGIL CORPORATION Date Jurisdiction 6qR1s614D Prepared by Bldg. Dept. E. LJLx?e VALUATION AND PLAN CHECK FEE j Esgil PLAN CHECK NO. _ REV BUILDING ADDRESS Y, 4'? JRLuui- APPLICANT/CONTACT P. Ci,9/7 iayj PHONE NO._______________ BUILDING OCCUPANCY - DESIGNER PHONE___________ TYPE OF CONSTRUCTION N' CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Air Conditioning Commercial - Residential Res. or Comm. Fire _Sprinklers Total Value I Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) Building Permit Fee. $ ____R. _________ Plan Check Fee $ $ /Q,Q C0MMENTS 8/4 /82 ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: TkPR), 9, JP1 JURISDICTION: ,/7' DP QLcftO PLAN CHECK NO:- PROJECT ADDRESS: /'-/2 fA)ur ftUE. PROJECT NAME: O APPLICANT 0 FILE COPY OUPS [:]DESIGNER The plans transmitted herewith have been corrected where J necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified - . are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's 0 copy for your information. The plans are being held at : - Esgil Corp. until corrected plans are submitted--for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to:. Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: - Date contacted: Telephone #_ - REMARKS: Thre ) Ren 4o-JI m DL*sJ ffE!J(P BY: IA) aiAi ENCL : JNONE ESGIL CORPORATION U 0 I ESGIL CORPORATION 9320 CI(ESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (61 9) 60- 1.468 DATE: 19? ____ O APPLICANT JURISDICTION JURISDICTION: []PLAN CHECKER j7 ' OP aPRLfi [)FILE COPY o PS PLAN CHECK NO: U ODESIGNER PROJECT ADDRESS: j4'9 WI4LNLCr AO, PROJECT NAME: gb, The plans transmitted herewith have been corrected where U necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply U with the jurisdiction's building codes when minor deficien- cies identified . are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should bécorrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. __ The applicant's copy of the check list is enclosed for the FA jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: U Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has IN been completed. Person contacted: PHJtL/Pftirfl1tn Date contacted: Telephone 499-77,!X REMARKS: BY: 'L &4,2&4....' ENCL: ESGIL CORPORATION - #4 . JRXSDICTION: /W DATEjjA Ø Enclosures: A/DA) PROJECT ADDRESS:/V? 4t)/JLN1L7 ñVE. TO: FH/ttdP 4I7-)UD 1'7T5 £ POUITE pL. Date plans received byjurisdictionJ?t Date plans received by plan checker 2J17 Date cn41iR1 plan check completedJ//4by1) fineD / FORWARD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: !M!?L RAD zL!X J)ø7 To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. THE OLL.DbJIJJ& irms NftUE AJDr 8EEAJ R&zw FROM TH PiT PLA,j CMECK -I.s7; PLAN CHECK NO: W APPLICANT COPY JURISDICTION COPY PLAN CHECKER COPY FILE COPY fE Kra IT NIZ - 1f4Xl TZ. ci - i F 17J1 2 - 150 Pat WN-70773MV51,34 I _I I - II I. 111g.. T1'rr rdl PC 41784 MIT ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 o APPLICANT ,JURISDICTION []PLAN CHECKER []FILE COPY o UPS O DESIGNER DATE: '? JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: PROJECT ADDRESS: /(/9 PROJECT NAME: 14"2 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified . are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has, been sent to: n Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: I-1LL1P Date contacted: .3//O/fa Telephone #9--795 REMARKS : 7!// RAY ,'i -,:- ':VP:-: 77?!.4)CW 15 ( P:t7;4) BY: -J, ESGIL CORPORATION /".' PIANNO. JURISDICTION: CITY OF CARLSBIID TO: )c"7,5 c. iv7AVE-, (7 AP (I (Q(Q TELNENO. flWSURES: VT) Y MID TIDP'? ?ti PJ)J ADDRESS: 't:q PLAN cXRRION SHEI SINGLE FAMILY AND IMIPLEX DWELLINGS Date plans received by jurisdiction: .7/of i ; Date plans received by Esgil Corporation: ;2. .b •ii, Date initial plan check completed: 3/'7 I', By: Applicant contact person: frJr/J1?fl/I) Telephone: 1975L FOREDRD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 21+ and the following model codes: 1982 UBC (eff.7/l/85) 1982 UPC (eff. 10/1/85) 19814 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sneed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification. etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 2/13/86 A. PLANS /Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 932O .Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Qra Please make all corrections on the original cings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. 4. P1ans specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIRE PIYIIION 7'. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1109 (a)). /extend including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. yli Projections, including eaves, shall be Specify on the Title' Sheet of the plans the one-hour fire-resistive construction, heavy gross floor area of each element of this project timber or of noncombustible material if they including dwelling, garage, carport, patio, deck project into the 3' setback area from the and balcony. Section 302 (c). property line. Section 1110. 7'. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 NEC. 7'. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). 2 2/13/86 Show location of permanently wired smoke detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 1d. A smoke detector shall be installed in the 'asement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. C. NDG SIZ, LIGHT. VI'rILATION AND GLAZING X. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). 3d. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in iI. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). A. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open Section 1205 (a). 20. Provide mechanical ventilation capable of oviding five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). flh1sW2. &TN L)(c6iV( AjearP- 9. No habitable room, other than a kitchen, shall be less than 71011 in any dimension. Section 1207 (c). 31. Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1201 (a). 3 2/13/86 ,2. Dimension on the plans, the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. G Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded oik faceted glass. Section 5406 (d) 7. D11'/7 Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44 above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. )4. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 1 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. 6. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. 9. Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). Provide I.C.B.0. Research Report and Number or metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). 4/. In buildings over 2 stories in height, rovide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). 41. Exterior stairways shall not project into he 3 foot setback from the property lines. Section 3306 (n). 14/. The walls and soffits of the enclosed (sable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). E. ROOFING le/. Specify roof slope. e. Roof slope is not adequate for roof type pecified. Table 32-B; Section 3203 (h). rL The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. 5/. The minimum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. 5/. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3201 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. ection 3207. @ 56. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. ,4. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. 0. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). F. MASONRY 7'. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show veneer support and connections in Specify roof material and application. teismic Zones 3 and 4, comply with Section 3002, Chapter 32. L#, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show L Specify I.C.B.0. or U.L. approval number construction to be per attached sheets Or roof materials not covered in U.B.C., e.g., 30-1 or 30-2. title, etc., Section 101. si,. PLPi LIp1c' HT 2 ;hr,s .A'9114r /J Ur!4)L4-.1A) 77/g S/mc 2i27 /.TJ,i. 5 2/13/86 j . Show height and construction details of all asonry walls. Chapter 24. e Note that cleanout openings shall be ro-vided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. 63. Show floor and roof connections to masonry calls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. 6/. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing 'between planter and building walls. Section 2516 (c) 7. G. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). 6/. All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). Er Show 1 3/8" solid core self-closing door openings between garage and dwelling. Section 503 (d). Ø. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. Openings between carport and residence require self-closing doors and stationary windows. Section 1214. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. NOTE: Maximum plywood diaphragm ratio of height to width is 3 1/2 to 1. Table 25-I. 72. Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h).'iXrER/O, 7,L Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). U. FOUNDATION xiiuiicTS () Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). 7,. The foundation plan does not comply with the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. /6. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. 6 2/13/86 /7. The soils report recommends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, formings and reinforcements comply with the soils report and approved plan". 71L Show height of all foundation walls. Chapter 23. /9. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 94. Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. 0. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported* Stemwall Width Depth 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 24" Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 7 2/13/86 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. i. Show foundation bolt size and spacing. Section 2907 (e). i u fSpecify size, I.C.B.0. number and acturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). 04 If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312(f). 88. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation_inspection. Section 305 (e) 2.t7-2,/'JOT/ 91. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 9. Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). 9/. Show minimum 18" clearance from grade to ottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). 9. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 9/3. Show minimum underfloor access of 18" 21+". Section 2516 (c). Z 4. Show minimum underfloor ventilation equal co 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). e Specify that posts embedded in conciete all be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAMING 9/. Show wall bracing. Every exterior wood 'stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 91 Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). Show blocking at ends and at supports of If loor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at dxterior walls on trussed roofs. Section 2506 (g), Section 2511 (h). ipI. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to Joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 1 . Show rafter purlin braces to be not less tlan 45 degrees to the horizontal. Section 2517 (h).5. 8 2/13/86 i$. Show 1/2" minimum clearance between top elate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 105 Show double top plate with minimum 48" Op splice. Section 2517 (g) 2. 1f6. Show nailing will be in compliance with Table 25-Q. iØ. Show or note fire stops at the following (ocations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 08 Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141, 2. x 6 max. 201 . Table 25-R-3..2,V,j rLz)oI'.. L!sJAs'. 196 Studs supporting two floors, a roof and cieiiing must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. llftc. Note an A.I.T.C. Certificate of Compliance f&r glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 111 Detail all post to beam and post to ootingçpnnections and reference the detail to the plan. Section 2516 (m). 42. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 1. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, .1, K) and Section 4713 (d). 144. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 1/5. Provide truss details and truss alcu1ations for this project. 1/6. Provide roof framing plan and floor iraming plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. 1)4. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. 10. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 9 2/13/86 17. Show on the plans all structural equirements developed in the structural calculations. 1. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Yr 3. Individual concrete or masonry piers shall oject at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. 12. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 1?(. Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ma. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 1Z4. Specify plywood grade and panel identification index. Table 25-N. 1/8. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 4 9. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) Is. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2511 (g) 4. 1/1- Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. ee Show a weep screed at the foundation plate on all exterior and stud walls to be stuccoed. Section 4706 (e). i6. Show corridor width to be minimum 36". Sction 3305 (b). lC. Specify truss layout for 30" x 30" attic ccess. 1,. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. l. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). J. MBANIC?L All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 8 37. Show the size, location and type of all heating and cooling appliances or systems. C138) Show source of combustion air to furnace, per Chapter 6, UMC. 119. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. USC Sec. 1211. 10 2/13/86 p. Show minimum 30" deep unobstructed working ce in front of furnace. Section 505, UMC. iii. Note on plans, clearances to be per l manufacturer's listing. Section 504, UMC. 2. Furnace shall not be installed under any irway. Section 704 UMC. 143. Furnace shall not be installed in any b/edroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. 1311. Show I.C.B.0. approval number for prefab f'irep lace. 1/5. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 109 UMC. 14. Note that passageway to the attic furnace stall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 47. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. l4. Show details to comply with Section 109 fir furnace under the floor, or Section 710 for roof or outside furnace. i4. Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. USC Section 1706 (a) 6. ELECMICAL (NATIo!w ELECrLRICAL CODE) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the etectrical service, the location of the service panel and the location of any sub-panels. i4. Show location of all electrical feceptacles. l. Electrical receptacle locations and/or spacing is not adequate in l. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. Nec. Art. 210-52. Q154 Note convenience outlets in bathrooms, ou doors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC Art. 210-8. 15. Note electrical system ground to be provided per NEC, Art. 250-81, PLUMBING (UNIFo4 PLUMBING a0z) - G Show water heater size, type and location on plans. UPC, Section 1310. 17. Show source for providing combustion air t6 fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1301. 1. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC Section 1309. 1/9. Provide adequate barrier to protect water heater from vehicle damage. UPC Section 1310. i6. Show T and P Valve on water heater and sIow route of discharge line to exterior. UPC, Section 1007 (e). e Provide dryer vent to outside. Section 1903. .6E 66LDO 12. Note on the plan that hose bibbs and lawn srinkler systems shall have approved backf low prevention devices. UPC, Section 1003. 10. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC 909 (d). N. NOISE INSULATION (1JPLCES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. 145. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. 1/6. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. )/.D/. /OOr LpA-r/Cp) )P ).fiJLY3DIV Fi'L)L)77S. 11 2/13/86 N. ENERGY (Z)NSREVAIION: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 7. Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. ~S. The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. (j) Show on the plans the "R" value for the wal1s,i.loors. ceiling and related areas. RVI6 5M7 1 To5;z.'j /gO FLDOQ.. iiA. Show double glazing as per Energy Design, on Glazing Schedule. 171 Show on the plan how shading requirements are satisfied. S62 8L00. (j) The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 1v1rr/r4- ,c/,-pC;4CE— "?"T, tj (j) Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". G Show thesize, type, make, model and location of the space heating (or cooling) system and provide energy calculations if the output 5Th/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 17/. Energy conservation design should be for Zone 7 . See attached energy packages. 1/6. Floor drains must have auto-prime (city policy). 17A. Note exhaust fans cannot be ductless type (city policy). 17. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 1719. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). LO. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Ze i. Incorporate the waterproofing details, on attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). ODAI k/ME LLLT1O LiF L/ LI7. LJ[J E IJQ R&its P L OEpTfl -N RFsO..S IL tr - '79 .c,a s,Cflw .; ifUr ic.-roic.. rMsrJ PLUS .S11OLjJ 12 2/13/86 7.., 10. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 102683. 1/3. All new residential buildings, including additions, require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 185. Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-168, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact £1LEEM L'J&L-X' aoee r £r,1R5 PLfr1us cHDA . LJ&/i'r 4AJi2 PAP)' 001 t.L SC JJ cL$c e,. PA- ,Js m 6 e dk2riS -7-,-4,C5. 4LC3. Nori LQ FIlL I. 3 i Y. LPi /,u Th 3FIm () PRowo AM ftUftL.VS/5 i1V Poi. 'Oi)f Ln,4i1S iôA. LTi1L. 17 7,ogc r- 1'PPft'- 7/'.4T WJ1 Ij)AS ftJFLVZEfl ,j TLS, Pouir 1QE'S _QA1 PLAM Au. i...j.i.c. (1) Sziam- 4 &e,J. Yors .u1r R Fog o a .. &or iiUPRs HEMM-D DR COOLED A5' mgtMpTh_ rwc. at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. Enclosures: )OT! )?:;RG.? 13 2/13/86 The following notes specifying mandatory requirements should be incor- porated on plan sheets, or contained within job specification documents. MANDATORY ENERGY CONSERVATION REQUIREMENTS OF rHIi STATE OF CALIFORNIA (I) All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Enerav Commission. A two stage thermostat, which controls the supplementary heat on its second stage, shall b. providCd• for heat pumps. Thermostats shall be equippad with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be pro- vided with backdraft dampers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. A vaper barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltraticn standards and shall be certi- fied and labeled. All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. The insulation installer shall post a signed certificate.... Section 276. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms with the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate shall state the manufacturers name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot con- sistent with the manufacturer's labeled density for the desired "R" value. For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECU 12/11/85 CITY OF CARLSBAD Prepared byt E3Bldg. Dept. E, WRLA61Z VALUATION AND PLAN CHECK FEE 13 Esgil PLAN CHECK NO.5(o&2 BUILDING ADDRESS ]" jLftjLcT f-hE APPLICANT/CONTACT 0, G/,ntw PHONE NO. '2,12— 2252 BUILDING OCCUPANCY /3 )frfl-/ DESIGNER PHONE TYPE OF CONSTRUCTION V -A/ CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE .S7i i23 /Dec/( __ c?OO 7 Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value (_ Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) QHandicapped Regulations (Fee x 1.065) Building Permit Fee $ $ Plan Check Fee S $ 1/37 V5 COMMENTS: 0/4 /82 I' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ,eui.ev , 0 APPLICANT JURISDICTION JURISDICTION:QPLAN CHECKER PLAN CHECK NO:'- [1 UPS TILE COPY C PROJECT ADDRESS:JV9 ZJ1?LtJz17 1OE 0 DESIGNER GENTLEMEN: Plan checking of the above referenced project cannot be commenced at this time for the following reason(s): The Designer has requested that plan check be delayed pending submittal of complete or revised plans. 0 Esgil Corporation has determined that plans submitted are not sufficiently complete to allow making a complete plan check. To allow plan checking to commence the following item(s) must be addressed: a Soils Investigation Report 0 Provide Structural Calculations 0 Provide Energy Calculations 0 Provide legible Plans 0Provide complete Architectural Plans and Details []Provide complete Structural Plans and Details OProvide complete Plumbing, Electrical or Mechanical Plans Esgil Corporation staff has made the applicant contact person aware of the need to providethe described item(s) in order to allow a complete plan check to commence. A copy of this communication will also be provided to the applicant contact person. Applicant Contact Person: Pi/juil' ft,Tpy' Tel ephone:99-'725.2 Date Applicant Contacted: /7/ 4fl/'L/i'f1I'J1 C7?9C7J) E511- The contact person at Esgil Corporation is:E1tEV Remarks: APPLiMfl7 15é) 12L P. //Y1 ('#Ck /L ea- i41/ A'itfl 2:/4j9T &A -S)7—z7 ..hTJ)1 fR.4ñiiiva- L27(. jj 7D I3E By: ].t-,i• Esgil Cqrporation 10/12/84 -, Datez1a27/ Jurisdiction 5/D Prepared byt Bldg. Dept. 1dILI VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO. BUILDING ADDRESS _/1/9 4JPI1-AX4'T AVE, APPLICANT/CONTACT P1-/it cA-imuo PHONE NO. '7,Z9-7752 BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION V—A/ CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 14R s Air Conditioning Commercial Residential Res. or Comm. Fire SDrinklers Total Value o Fee Adjusted To Reflect DEnergy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee $__ Plan Check Fee $ $ COtI MENTS: 8/4/82 !P .- ... .. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DAPPLICANT JURISDICTION []PLAN CHECKER 0 FILE COPY UPS [)DESIGNER DATE: it/b Vfl8EP... JURISDICTION: Lt3jD PLAN CHECK NO: PROJECT ADDRESS: .f45 /2. p19 U) $L IV LIT PROJECT NAME: , P. 01 D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply fl with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's dopy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. I Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: BY:LgW) t'L)d& ENCL : Ct41S7 £/c~. ESGIL CORPORATION . mpD/31bVE1VEE --"- 'a.. PLAN CHECK NO. -? A. PLANS 1. Please make all corrections on the original I tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corp., 9320 Chesapeake Dr.. Suite — d208, San Diego, CA 92123. (619) 560.1468. — Jurisdiction Building Department. JURISDICTION: QCit' of QrarIbab TO:PN)LLP_Cft!Tft!iO _J7'76_E.P0/A)TEi4UE _AP.L&4Lft 91Oh' Telephone I '79-'J75 Enclosures: j'iliiMrnurn _1t05r_sPes. J1D6T9 Ei&Y PROJECT ADDRESS:_____________________ 3J W,'LIVLL7 PLANCORRECTIONSHEET SINGLEFAMILYANDDUPLEXDWELLINGS Date plans received by jurisdiction Date plans received by Esgil Corp. Date initial plan check comp1etedi//86Y1A-). FORWARD:PLEASEREAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulat,ing energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be In conformance with the cited codes and regula- tions. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. APPLICANT COPY O JURISDICTION COPY O PLAN CHECK COPY O FILE COPY D To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 3. Indicateonplansthenameofthelegal owner and name of person responsible for the preparation of the plans. The respon- sible designer is required to sign each plan sheet. Section 302 (b). 9'. Plans, specifications and calculations shall I be signed by a California State licensed engineer or architect. (California Business and Professions Code). Specify on the title sheet of the plans the / gross floor area of each element of this project Including Dwelling, Garage, Carport, Patio, deck and balcony. 6.. Provide a statement on the title sheet of the plans that this project shall .comply with the following edition of the codes as adopted by the City. 82UBCf9._UMC)9_UPC 84 NEC 7. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (a)7. j. Indicate distance from center-line of street or alley to property line and distance from property lines to proposed building. Section 302 (a)7. B. FIREPROTECTION Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a) ). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 506 (a) and (b). (24. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project Into the 3' setback area from the property line. Section 1710. 12. Show location of permanently wired smoke detectors. Section 1210. ,.SEO?JA FUR. SEE 6E&OU3, 24. A smoke detector shall be installed in the basement of dwelling units having a stair- way which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. C. ROOK SIZES, LIGHT•VENTILATION AND GLAZING ij. Habitable rooms, other than kitchens, shall / contain at least 70 square feet of floor area. Section 1207 (b). 15. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in I01iVa1fl.J .ciz ON P.00 12. PzjriJ. Q Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms, minimum is 1.5 sq.ft. (Section 1205 (a) )./NDiejrE /)IV p4a01t- PLFd E O le 'l- ft& V. At least 1 of the common wall must be open and have an opening not less than 25 sq.ft. if light and ventilation is being supplied from an adjacent room. Section 1205(a). /8- Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205(a). il. Provide mechanical ventilatipn capable of / providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Section 1205 (a). 2/. No habitable room, other than a kitchen, shall be less than 7 10" in any dimension. Section 1207 (c). Show that ceiling height for habitable I rooms is a minimum of 71 6". Section 1207 (a). 1. Show ceiling height for laundry rooms, I hallways, corridors, and bathrooms is a minimum of 71 0". Section 1207 (a). Provide 30" clear width for water closet I compartments and 24" clearance in front of water closet. Section 511 (a). 24. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. $. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d). 26. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. 2/. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below and must have the long side open to the room below except for posts and pro- tective walls or railings not exceeding 42" in height. Section 1716. 2. The loft you show does not comply as a I mezzanine floor and is, by Building Code definition, a story. D. EXITS, STAIRWAYS, AND RAILINGS 2. Floors above the second story shall have I not less than 2 exits. Section 3303 (a). 30. Required exit doorways shall be not less than 36" in width and not less than 618" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Si IL.b(j.). Ijjj#jjj# Provide 36" high protective railing for /. porches, balconies, and open sides of 3 Provide spiral stairway details: landings. Maximum opening between Minimum run is 7 1/2 inches at a point railings shall be less than 6". Section 1711. from where the tread is the narrowest. Maximum rise is 9 1/2 inches. ® Show how guardrail connection details are C. Minimum headroom is 6 feet 6 inches. adequate to support 20 pounds per lineal Section 3306 Ct). foot at a right angleto the top rail. Table 23-B. _C.9ECWLDO 4t. Spiral stairways may not be used for required /exits when the area served is greater than . Provide stairway and landing details. M.Section 3306 (b) & (c). 400 sq.ft. Section 3306 Maximum rise 8" and minimum run is 9". /i. Spiral stairways must have a clear walking space of 26 inches between the column and Minimum head room is 6'6". handrail. Section 3306 (f). C. Minimum width is 30". •4/ Provide I.C.B.0. Research Report and Number /4. Handrails shall satisfy the following: for metal stairway, or submit plans and Provide handrail for stairways with calculations and approved fabricator registered with the Building Department 6 or more risers, or note that the stairway fabrication shall Handrail.shall be 30" to 34" above be done under special inspection per the the nosing of treads. approved fabrication plans. Section 306 (a) The hand grip portion of handrail 4B and Section 306 M. shall be not less than 1 1/4" nor 4/. In buildings over 2 stories in height, provide more than 2" in cross-sectional 3/4 hour fire-rated assemblies for all openings dimension. Section 3306 (j), in the exterior wall below or within 10 feet (see attached). horizontally of an exterior stairway. An Every stairway landing shall have a exit balcony with 2 separated stairways is 3I. dimension, measured in the direction of exempt. Section 3306 (1). travel, at least equal to the stairway 4/ Exterior stairways shall not project into width. Section 3306 (g). the 3 foot setback from the property lines. . A door may open over a stairway landing Section 3306 W. provided the door, In any position, does /. The walls and soffits of the enclosed usable not reduce the clear area of the landing, space under interior stairs shall be protected in the direction of stairway travel, to on the enclosed side as required for one-hour less than one-half the required width of the stairway.' Section 3306 (g). fire-resistive construction. Section 3306 W. 3/. A door may open inward at the top step E. ROOFING of a stairway provided the top step is Specify roof pitch. not more than 7 1/2" lower than the 6 floor level. Section 3304 W. 4/. Roof pitch Is not adequate for roof type 3h specified. Specify minimum pitch of Provide details of winding stairway. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 4/. Specify roof material and application. inches from the. side of the stairway. Maximum rise Is 9 inches. 4)9. Specify I.C.B.0. or U.L. approval number for roof materials not covered in UBC. Minimum width is 30 inches. Section 3306 W. . Specify that wood shakes are pressure treated Class C (when required by Jurisdiction Ordinance). (Provide ICB0 0) - .- u.,. fr* . 5/. Specify that the roar system shall be fire 7. Show a minimum 2w air space and flashing retardant complying with Section 3203 (e). between planter and building walls. (when required by Jurisdiction Ordinance). Section 2517 (e). Specify roof slope for drainage or design G. to support accumulated water. Section 3207 (a). " per ft. mm . pitch per 63 Section 2511 (d)6. Show roof drains and overflows. Section 1207. Provide skylight details to show compliance I with Sections 3401 and 5207 or provide ICBO approval number. (4' mm. between plastic skylights). 5/. Show attic ventilation. Minimum vent area I is 1/150 of attic area 'or lflOO of attic area if at least 50% of the required vent is at least 3 feet above ceiling joists. Section 3205 (c). .SE £EL.L)u). F. MASONRY Provide fireplace construction details or note construction to be per attached 6A. Garages are not permitted to open into fireplace standard drawing. Section 3707. 1 a room used for sleeping purposes. Section 1104. 6/. Openings between carport and residence require self-closing doors and stationary windows. Section 1214. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns when required. Chapter 23. NOTE: Minimum plywood diaphragm ratio is .IJ.12 to 1. Table 25-I. 6,4. Doors may open into the garage only if ( the floor or landing in the garage is not more than 1/2" lower than the door threshold. Provide 18" raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. H. FOUNDATION REOUIREMENTS 71. Note on plans that "A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction". Section 306 (a) 12. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (b). SEE &&i. All elements supporting floor above garage to have one-hour fIre-resistive protection on the garage side. Section 503. Beams and posts, not within the wall or ceiling construction, must comply with USC, Table 43-A, or be minimum 6" wide by 10" depth beam and minimum 8' by 8" post. M. 5/. Show veneer support and connections comply with Section 3002, 4,5,6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. 6/. Show 1 3/8" solid 'core self-closing door for openings between garage and dwelling. Section 503 (d). 5/. Show height and construction details of all masonry walls. Chapter 24. 5 Note that cleanoutopenings shall be I provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2415. Show floor and roof connecions to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Section 2310. Show how masonry house walls retaining I earth are to be waterproofed. Provide detail. Submit soils classification determination 81 by a licensed engineer or architect based on observation, tests, borings, or excava- tions, and containing comments on the degree 82 of expansiveness, compressibility and bear- ing value. The report shall include founda- tion recommendations. Section 2905. Note on plans that wood shall be 6" above finish grade. Section 2516 (c) 7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (C). 73 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905. f4. The foundation plan does not comply with the soil report recommendation for this project_____________________________________ 75 Provide notes on the foundation plan list- ing the soils report recommendations for foundations slab and building pad prepara- tion. 7/. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 77 Provide spread footings for concentrated loads designed for 1,000 PSF soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29. 78. Show height of all foundation walls. Chapter 23. 79 Show height of retained'earth on all foundation walls. Chapter 23. IP ,3PPUC.LE 8. Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 8/. Dimension foundation per Table 294. TABLE NO. MA—FOUN0AT1ONS FOR STUD HARING WALLS—MVll REQUIREMENTS'' I onianono, FLOORS ISUPPOKM iv .e cocoNeanon -"" WA" I loanoot ( I wvm 0 I ,00Tmo I 1°""-) I I TIOCONOSS lOF ooTP.QI I I'u'lsuffmx I I I tmo,In,00an I amovon i i foumoAnowe I co..ccn I """v Is i I I 6 I 6 I 12 I 6 12 J I 2 I x J xIs I 7 ix I 10 IS is 8 24.I 'Wltctt uoa,uai condition. cc (toot condition, me found. rondog, and foundations thou be a, requited in Section 2907 (a) 'The ground under the faa, may be cncay.iai to the cleomion of the top of fa (oo,i,. 3Faandadena may support • roof in addition to the atipaleed number of Soon. FV'ridium supporting roof, only ,helI be an ,cqaizod for wpponang rote 00cc 84 Show foundation sills to be pressure treated, or equal. Section 2517 (c) 3. Show foundation bolt size and spacing. I Section 2907 (e). 86. Specify size, ICBO number and manufac- turer of power driven pins.. Show edge and end distance and spacing. Section 306 (f). 87 Show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (C). 88. Note on plan that hold down anchors must be tied in place prior to founda- tion inspection. Section 2312 (f). A. Show adequate footings under all bearing walls and shear walls. Section 2311 (e). 94. Show stepped footings for slopes steeper than 1:10. Section 2907 (c). 9/. Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). j'•; : 11 ,4. Show pier size, spacing and depth into Show 1/2" minimum clearance between top undisturbed soil. Table 29-A. plate of interior partitions and bottom chord of trusses. (To ensure loading ®Show minimum under floor access of 18" X will be as designed). 24". Section 2516 (c). 1EL!)LJ ®Show minimum under floor ventilation equal to 1 sq.ft. for each 150 sq.ft. of under • floor area. Openings shall be as close to Show double top plate with minimum 48" corners as practicable and shall provide lap splice. Section 2517 (g). cross ventilation on at least two approxi- mately opposite sides. Sej2,n25l6 (c). Show nailing will be in compliance with Table 25-0. /. Specify that posts embedded in concrete shall be pressure treated per UBC Std. 1f7. Provide fire stops at the following No.; 25-12. Section 2516 Cc). locations per Section 2516 (t): I. FRAMING Minimum construction specifications shall be made a. part of the approved plans. (See attached). • Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at at least every 25 feet of length with 1x4 diagonal let- in brace or equivalent. Section 2517 (g)3. Note cross bridging or blocking. Floor / joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). G Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517(d)3. SEE iCJ• 100 Show solid blocking at ridge line and. at exterior walls on trussed roofs. Section 2506 (g). 1$. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 1/2.. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Section 2517 W. lO)c. Show rafter purlin braces to be not less ( than 45 degrees to the horizontal. Section 2517 W. 08 Show stud size and spacing. Maximum allow- able stud heights; Bearing wall: 2x4 and 2x6 max. 101 ; Non-bearing: 2x4 max. 141 , 2x6 max, 20 1 . Table 25-R-3. 49. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Section 306 M. 10 Detail all post to beam and post to footing connections. Section 2516 (c). 11 Detail shear transfer connection including roof and floor diaphragms to shear Malls. Section 2513. 112 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum dia- phragm dimension ratios. (Tables 25 I, J. K) and Section 4713 (d). 1/3. Show 3"x4" or 2"x6" studs in first story of three story building. Table 25-R-3. 114. Provide truss details and truss calculations. 1 5 Provide roof framing plan and floor framing plan. Secti ngy. (a)7. Provide framing sections through f1ei,9 (i11E EX 157-/Q6 dY/JO NEW fl7. Section 302 (a) 7. 14. Specify all header sizes for opening over ' 4' wide. Section 2517 (g) 5. ,PPeAes on riie jOoNOf/O/J PA-A) iiprr 7',QE PY, 101/ _IT - PI..E/16 ,jc -r E/JO OEc/C. OOlOE P Lt) DR P je Lj n3 I PLA,L) O EXiri& g. ,ecr -.- f- ',, .. - 1)/6. Provide calculations for Section 320 (a) 1. Show on the plans all structural requirements I from the calculations. l. In areas subject to water splash and in I exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foundation grade redwood or cedar. Section 2516 (c) 4. 121. Show location of attic access with minimum size 22" x 30". Section 3205 112. Show draft separation for attic areas I between units in a duplex. Section 2516 (f). 1/3. Show draft separation for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Section 2516 (f). Specify plywood grade and panel indenti- I . fication index. Table 25-N. When roof pitch is less than 3:12, design / ridge as a beam. Section 2517 (h). 12J6. If foundation cripple wall studs are less I than 14" framing shall be solid blocking. Section 2517 (5) 4. 1/7. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 128 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2,516 (5)3. 129 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). l'0. Show corridor width to be minimum 36". I Section 3305 (b). lf{. Specify truss layout for 30" x 30" attic access. 172. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 1/f). Provide metal straps across ridge beam and rafters. J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 34 Show the size, location and type of all heating and cooling appliances or systems. G Show method of providing combustion air to furnace, that will comply with Chapter 6, UMC. 1,16. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70° F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211. 1/7. Show minimum 30" deep unobstructed working I space in front of furnace. 138 Note on plans, clearances to be per manufac- turers listing. Section 704 UMC. Furnace shall not be installed under any I stairway. Section 704 UMC. V O Furnace shall not be installed in any - bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. lt/. Show ICB0 approval for prefab fireplace f.I and provide approved installation in- structions at job site. 14/2. Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC. Note that passageway to the attic furnace 7 shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 14. Show permanent electrical outlet and / lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. 1 /5. Show details to comply with Section 709 I for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. 146 Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Section 1706 (a)6. K. ELECTRICAL (National Electrical Code) All wiring shall comply with the National Electr: Code. 147 Note on the plan the amperage of electrical service. iy. Show location of all electrical receptacles. .iØ. Electrical receptacle locations and/or spacing is not adequate in 110. At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-25(b). 151 Show minimum dwelling lighting (NEC Art. flo-26(a) and CFI's in arae. baths and outdoors. NEC Art. 210-8(a). .SE 6EL.D& (5 Note "UFER" ground to be provided (NEC). 8 Art. 250-81. L. PLUMBING (Uniform Plumbing Coda) All plumbing shall comply, (ith the Uniform Plumbing Code. 153 Show water heater size, type and location On plans. 17'4. Show method of providing combustion air to fuel burning water heater. Section 1307. 1. Fuel combustion water heater shall not be ' installed in bath or bedroom or in a closet opening into bath or bedroom. Section 1309. l. Provide adequate barrier to protect water / heater from vehicle damage. Section 1310. 157 Show I and P Valve on water heater and show E) route of discharge line to exterior Section 1007 (e). Provide dryer vent to outside. UMC Section 1903. 159 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Section 1003. 164. Shower stall shall accommodate a 30" I circle and have a minimum floor area of / 900 sq.in. UPC 909 W. H. NOISE INSULATION (DUPLEXES) 141. Show details of duplex common (party) / walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. l. Show how penetration of assemblies for I piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lines, or insulated to maintain required sound transmission rating. Title 25. 1/3. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not con- trolled by resident Title 25. Iy1_ ii. .'". N. ENERGY CONSERVATION: Please Read New State Mandated Regulations (Calif. Adam. Code) became effective June 16, 1983 and require that the design satisfy one of the alternative energy packages A, B. C, D, E, 1, 2, 3, 6, 5, 6 or AS 163. The law also requires that many mandatory conserva- tion items be satisfied. Carlsbad isinZone 7 Copies of the Residential Energy Conservation Manual may be obtained from: Publications Unit, California Energy Commission 111 Howe Avenue, MS-50, Sacramento, California 95825, (Tel. (916) 920-6216)). California Building Officials also maintain a telephone "hotline" between 10:00 A.M. and Noon and 1:00 P.M. to 4:00 P.M. at (916) 456-3823. 1/2. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: G Specify on the Building Plans all of the mandatory energy conservation require- ments as listed on the enclosure titled, "Mandatory Energy Conservation Require- ments". 174 Show the size, type and location of the space heating (or Cooling) system and provideenergycalculationsifthe output BTU/Hr. exceeds 45.000 16 . Show on the title sheet of the plans, the alternative energy package that / was selected i.e. A, B, C, D, E, 1, 2, 175. Outdoor pools and spas with fossil fuel 3, 4, 5, 6 or AS 163 to show compliance, heaters require pool covers as well as and provide Calculations and other data, other energy saving devices such as time appropriate to that selected package. clocks, etc. T20-1406. lI5. The responsible designer should sign a statement, on the plan title sheet, "The design submitted substantially conforms to the Energy Regulations for Residential Buildings." 1r'6. Show the "R" value for the walls, floors, I ceiling and related areas. 67 Provide a schedule on the plans showing thermal mass requirement. Specify rooms, materials, required area and thickness of materials. 68 Show double glazing as per Energy Design, on Glazing schedule. 169. Show total glazing areas on the plans. 17 . Show on the plan how shai'ng requirements will be satisfied. 17'1. Show on the plans details of required movable I insulation. Show how the curtains or device will be sealed and gasketed to provide a dead air space. NOTE: Please see additional comments on the next sheet. If you have any questions regarding this plan check, please call /Lf)_LLP_,e. at 5O-/'/(' THANK YOU lid 'a W_ F -r_;L4; :1 :• : y CITY OF CARLSBAD: SUPPLEMENTAL CORRECTIONS FOR SINGLE FAMILY DWELLINGS OR DUPLEX DWELLINGS 59/6. Lateral load design should be based on Seismic Zone 4. s/i. All buildings, except "M" occupancies, require a fire retardant roof. Note on plan that roof is to be fire retardant per Section 3203(e). 5. Show location of electrical subpanel, it cannot be in a concealed location. 5/3. P & T drain lines must drain to a floor sink, floor drain or to the exterior, they cannot discharge into an upright sink. 54. Townhouses, on "Postage Stamp" lots, must have walls and utilities in accordance with attached City Policy 80-13. 5,5. Individual SFD's, or duplexes, that are on in- dividual lots but are connected at the zero lot lines, must be sprinklered if the aggregate area of the connected units exceeds 10,000 S.F. Contact the Carlsbad Fire Depart- ment for requirements. 5/6. Floor drains must have auto-prime (City Policy). 07. Note exhaust fans shall not be ductless type (City Policy). 58. New residential units must be pre-plumbed for future'solar water heating. Show two roof jacks where the waterheater is in the one story garage and directly below the most south facing roof. (City Ord. 8093); or Two 3/4" copper pipes must be installed from the most convenient future solar panel loca- tion when the waterheater is not in a one story garage and is not directly below the most south facing roof. (City Ord. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). 5)/I. Incorporate the water proofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the title sheet of the plans, the in- formation required by the attached Developmental Services Sheet 102683. 5)4. Show amperage of electric service. Minimum 100 amps required for SFD and Duplex units. .. •.•.' •. • iW7IThi _w4N1X!i I. r pg Piôô1 PzftA.'s A.) 4 K 17C i E14 y,4 r-4 Do FL- rnPjPPj4r. -ro 5/4 -0 A L1'MQ u1/2, LItJ F I p 7)4,s ,c TO E AJE Og -rA)ch , PuI -i-J-iE .oTH ELJj4r10LJ PoR.. TJ#ic OuJ 3. PP-'O U 106 !uo2TH 1RT/1WAL. ?MROW cj s Ire- fu. L1 7fiF OireMs11i$ S ncw J 9 EAJ1 / DO nor APPEia r S+e-r s#,n.uc (.oO' IJr2ALL OL'eL L,cTJ4. THE LEr1o,J3 ftPPE$s€. 7 IA /Cr44 rHi9T ThE 1ST I9ND Z1Ua PLI,oR 7-Al Ai2.. To 7WE S4,Z7E PLEPr c1 r+4eiY WI4,c1'# D/rniA.S,OA, /S C.OEPEc.T £ FLDO Ft2vnuc PIRAJ OOec jor )IIPPEM& TO SHOW -X1 jo)srs E EJi 0u-T7 1## EO(,E 7itE144 EXreEioE. 7W3 /A.1O)CTT -r11 i'e ExTiO/A PLvts C..L,*k'J F' -rd-E-7 P42211 So 77t - - - 4Mb PLAN • PE..w.oE /4 -eTIOAJ iP7h'E - 7MF ___ Ea UD L.IY)E P1 P14C4 i. Ptouiôe Fre .c..rioii op -rye • PLEF+SE O-Lapuay iLA), X7-E/o,2 w4-. S PPlRTl/J6 TItE €OOF pô O/,o/ij, £oo'i, s kecsiuuv& r w-o EJP-)k) Po'i 7 J/VT poTflJ. I54SFS E7 5. sEr10u Ii F7T- Date fl-JY-?5 Jurisdiction 9L.64D BUILD NG P RTION BUILDING AREA VALUATION MULTIPLIER VALUE - - -. • 7 52 ,i-----./ _____________ 4't: _44 R .- /4149 A5712-7Z ,3. Aie AirConditionine ___________ Commercial Residential Res. or Comm. Fire Sprinklers Total Value • Prepared by Bldg. Dept. E1Lh'EE. VALUATION AND PLAN CHECK FEE 13 Esgil PLAN CHECK NO._ BUILDING ADDRESS _/S.f17..jL/9 ,jpAJwr- APPLICANT/CONTACT Ptt1L..L1P13!T6V1) PHONE NO. 9-77q. BUILDING OCCUPANCY - f -3/,-.i_- DESIGNER PHONE_____________ TYPE OF CONSTRUCTION V-iJ CONTRACTOR PHONE____________ Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Buildin6 Permit Fee. $ Plan Check Fee C 0 II M E N IS: '. .. •. . 8/4/82 TA! CITY ENGINEERS A CALIFORNIA CORPORATION 335 OUVE AVENUE • VISTAS CAUFORNIA 92083 (819) 758.2220 January 13, 1986 WP-2578 Phillip N. Gaitaud Construction 1775 East Pointe Avenue Carlsbad, California 92008 Subject:. . Report of Soils Investigation for property located at 149 Walnut Avenue,. Carlsbad, California, known as APN 204-121-04. Dear Mr. Gaitaud: The following report has been prepared to present the results of the investigation of soil conditions for the subject property. PROJECT DESCRIPTION AND SCOPE OF WORK This investigation was undertaken at your request to determine the supporting capacities and engineering charac- teristics of the existing bearing soils and to provide infor- mation for site preparation and subsequent foundation designs for your proposed.residential buildings with wood-frame and slab-on-grade construction. The subject property has 50 feet fronting on Walnut Avenue and a depth of 100 feet. The site contains an exist- ing single-story, wood-framed apartment building, to be razed for future construction, in the front half and a two- story apartment building in the rear which is proposed to be incorporated into the new construction. The site is essenti- ally level with a minimal fall toward Walnut Avenue. GEOLOGY AND SEISMICITY The earth materials immediately underlying the site are poorly cemented, medium to finely grained sands. Lithologi- cal].y, they resemble the Pleistocene Linda Vista Formation which crops out to the south near San Diego. No recent faulting or major earthquake epicenters (greater than Richter 5.0 M) have been reported in the immediate area. Seismic risks for the site stem principally from the Elsinore Fault Phillip N. Gaitaud Construction Page 2 January 13, 1986 WP - 2578 Zone, located approximately forty miles to the northeast, and the postulated off-shore projection of the Rose Canyon Fault (Legg and Kennedy, 1979) situated about six miles west of Oceanside. Both faults are considered active or potentially active. From empirical correlations (Housner, 1970) and the seismic history of these zones, it is considered that a maximum probable earthquake of 6.0 to 6.5 should be antici- pated for planning and design purposes. SITE INVESTIGATION Four trenches were excavated on January 6, 1986 to provide access for examination of subsurface conditions and sampling of the underlying soils for testing. Representa- tive samples of the soils encountered were classified in the field and tested in the laboratory to determine selected engineering properties. In order to provide more direct correlation between field and laboratory testing and to aid in evaluating allow- able bearing values, in-place density tests and dynamic cone penetration tests were made at representative locations in the trenches and boring. Results of these tests and field descriptions are shown on the attached trench logs. LABORATORY TESTING The on-site soils were determined to be nonexpansive. Moisture-density curves were prepared on representative samples of the soil types encountered in accordance with ASTM D-1557-78 with the following results: MOISTURE-DENSITY CURVE SOIL OPIMM MAW(I4 TYPE USSCRIPTION PIllszux DiSITY Brown, silty, fine to medium SAND 8.6 132.1 PCF DIRECT SHEAR TEST RESULTS N0IAL MAXIMM ANGLE OF APPARIT S71M IN SHM LOAD uauiAL C(IUN SAMPLE D(RIFXICN KIPS/SQ TX F.IPS/SQ PT PRI(ION PSY Trench No. 1 at 2.0-foot depth 0.50 0.542 Brown, silty, fine to medium SAND 1.00 0.813 330 200 to1ded to 90% compaction) (undrained) 2.00 1.463 Phillip N. Gaitaud Construction Page 3 January 13, 1986 WP - 2578 FINDINGS AND RECOMMENDATIONS The following summarized findings and recommendations are based on analysis of all the data and information obtain- ed from our soil investigation conducted on this site. This includes our visual inspections of the site, field investiga- tion, review of published soils and geological data and existing reports on adjacent properties, and our general knowledge and experience with the area and the encountered soil types. There were no obvious geologic hazards detected during the investigation which would preclude the development of the site as described herein. However, unusual soil conditions were encountered (loose surf icial soils to depths of three to five feet and man-made subsurface structures of unknown extent) which will require significant remedial reconstruction. The existing two-story building which is to be incorpo- rated into the proposed project is supported on conventional shallow foundations based in the loose surface soils. In our opinion, the soils beneath the building were inadequately prepared prior to the construction of the foundations. Also, there is evidence of old buried concrete structures which should have been removed. For these reasons, we recommend that the proposal to physically include the existing building into the larger structure to be constructed around it be changed. Either the existing building should be demolished, or the project design should be changed to isolate it physi- cally from any new structures, or a new foundation to replace the existing foundation should be designed and constructed. It has been suggested that a grade beam and pier foundation might be feasible to accomplish this last alternative. Preliminary recommendations and soil design parameters for such a foundation system are presented later in this report. Any such design should be prepared by the project structural engineer. It is our opinion that the site is suitable for develop- ment with respect to soil conditions, provided the recommen- dations contained in this report are incorporated into the project planning, design, and grading considerations. General Soil Conditions and Site Preparation The relatively uniform natural soil profile for the site shows three to five feet of loose, brown, silty, fine to medium SAND (SM) over a dense orange-brown, silty, fine to medium SAND. These Phillip N. Gaitaud Construction Page 4 January 13, 1986 WP - 2578 soils are not detrimentally expansive and, there- fore, no special consideration need be given this aspect of the foundation design or construction. In addition to loose natural soils, loose fills and an improperly prepared subgrade were encountered beneath the existing structures. Trench No. 2 disclosed the presence of an old, loosely backfilled, concrete structure beneath pier and slab foundations. Restricted access prevented the determination of actual depth and dimensions of the old structure at this time. Past experience suggests that the structure may be related to an old sewage disposal system (i.e. septic tank, seepage pits, etc.). Because of the past improper site preparation, the potential for encountering additional subsurface structures should be anticipated. The loose surficial soils (to a depth of approximately three feet) having an in-situ rela- tive compaction of less than 83% are potentially subject to large rapid settlement upon wetting and/or loading. These soils, as well as loose man- made fills, require recompaction. All loose soils located under proposed structures and for a minimum distance of five feet beyond, in plan view, should be removed and recompacted to a relative compaction of at least 90% ASTM D-1557-78. The depth to which the recompaction operation will be taken will depend on the depth at which the dense natural soils are encountered. This depth is expected to be between three and five feet below the existing surface. Recompaction operations should not be performed within five feet of any existing foundations unless provision are made to protect the structure from probable settlement. All grading, clearing, and recompaction opera- tions should be performed in accordance with the applicable grading specifications appended to this report and the City of Carlsbad Grading Ordinance and should be observed by a qualified soils engi- neer at the time the work is performed. Foundations Considering the proximity of active and poten- tially active seismic zones, designs for structures which are required to resist lateral earthquake Phillip N. Gaitaud Construction Page 5 January 13, 1986 WP - 2578 loads should anticipate potential bedrock ground accelerations of up to 0.2 g. Conventional concentrically loaded spread footings are recommended for foundation support. All footings should extend a minimum of 12 inches into the dense natural marine sands or properly compacted on-site marine sands. Building code standards may require greater footing depths. Continuous and square footings should have minimum widths of 12 and .24 inches, respectively. Actual footing dimensions will, of course, depend on the structural characteristics of the building program. Bearing Capacity Footings founded in the properly recompacted surficial sands or underlying dense sands may be designed for vertical bearing pressures of 2,000 pounds per square foot. Lateral Loads--Dense, Compacted On-site Sands Lateral Load resistance for the building supported on footing foundations may be developed in friction between the foundation bottoms and the supporting subgrade. An allowable concrete to soil friction coefficient of 0.5 is considered applica- ble. An additional allowable passive pressure equal toan equivalent fluid weight of 350 pounds per cubic foot acting against the foundations may be used in design. Lateral Loads--Existing Loose Surficial Sands In the event that some portion of the founda- tion system (see Alternate Recommendations below) is built in the existing soils which are not com- pacted, an allowable concrete to soil friction coefficient of 0.35 is considered applicable. An additional allowable passive pressure equal to an equivalent fluid weight of 260 pounds per cubic foot acting against the foundations may be used in design in this case. Foundation Reinforcement Foundation reinforcement should be determined by the project structural engineer. However, Phillip N. Gaitaud Construction Page 6 January 13, 1986 WP - 2578 minimal reinforcement should consist of at least one No. 4 bar at the top and bottom of all continu- ous footings. The steel should be positioned to provide the maximum depth of reinforced concrete acting as a continuous beam. Alternate Recommendations for Pier Foundations You have suggested the possibility of support- ing the existing building on a foundation utilizing continuous grade beams on piers. In order to assist your structural engineer in his initial design feasibility, we are providing the following soil strength parameters. Piers 18 inches in diameter and at least seven feet in depth founded in the dense, native sands (anticipated at the six-foot depth) may be designed for a total allowable base load of 25.5 KIPS. This recommendation is intended to provide a start- ing point for the structural design of the project. The project structural engineer, upon selecting a final design, should contact us for specific soil parameters to be utilized therein. Foundation/Pier Construction Observations Variations in subsurface conditions will be encountered during construction of the final de- sign. In order to permit correlation between the preliminary subsurface data and the actual condi- tions encountered during construction, it is essen- tial that our soils engineer observe drilling and/or excavation operations and the completed excavations so that he may verify the adequacy of the bearing soils and the applicability of the recommendations contained in this report. Drainage Adequate measures should be undertaken to properly finish-grade each building pad after the structural and other improvements are in place so that the drainage waters from the improved site and the adjacent properties will be directed away from the foundations, footings, and-floor-slabs via surface swales and/or subsurface drains toward the street or the natural drainage direction for this area. Proper drainage will ensure that no waters will seek the level of the bearing soils under the foundations, footings, and floor slabs which could Phillip N. Gaitaud Construction Page 7 January 13, 1986 WP - 2578 result in undermining and differential settlement or uplift to the structures and other improvements. FINAL COMMENT Because of the presence of loose surficial soils and subsurface structures, grading and recompaction work will be necessary to provide a suitable surface to receive the anti- cipated new slab-on-grade foundations. In addition, excava- tions and bearing surfaces for remedial designs for retained structures must be observed in order to determine the ade- quacy of the bearing soils. Procedures for this have been addressed in this report. Arrangements for the above testing must be made with us prior to the beginning of actual con- struction or reconstruction. Additional tests will be required on any imported fill and on any soils encountered during grading other than those described in this report. In order for our engineers to evaluate the prepared site, all earthwork, compaction operations, and excavation of foundations must be performed under the observation of our soils engineer so that he may have sufficient information for preparation of a report which will include his opinion re- garding conformance of the completed earthwork to the recom- mended grading specifications and compaction requirements found in this report. LIMITATIONS The recommendations of this report pertain only to the site investigated and are based on the assumption that the soil conditions do not deviate substantially from those disclosed in the borings. If any variations or undesirable conditions are encoun- tered during construction or if the proposed construction will differ from that planned at the present time, TRI CITY ENGINEERS should be notified so that supplemental recommenda- tions can be given. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time. In addition, changes in engineering or construction standards may occur as a result of legislation or broadened knowledge. Accordingly, the findings of this report may be invalidated wholly or in party by changes outside our control. Therefore, this report should be reviewed after a period of one year to verify whether our recommendations remain applicable to the site. Phillip N. Gaitaud Construction Page 8 January 13, 1986 WP - 2578 This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and are incorporated into the plans and that the necessary steps are taken to see that the con- tractor and subcontractors carry out such recommendations in the field. We appreciate this opportunity to be of service to you. Respectfully, TRI CITY ENGINEERS . Alexander W. Urquhart P. E. No. C 30958 AWU/DLP: tic ends 2578S01L.RSX TYPE OF JII1SI: HAND TRENCH SURFACE ELEVATION: ----- IA BY: DLP PEPTH 10 JNIM&T: NONE ENCOUNTERED TRWCH vfllm: TWO FEET (2') DATE: JANUARY 6, 1986 DESCRIPTION AND CLASSIFICATION ___ m- RELATIVE C(IUN rzii.n)- TI(. WAM UN! AC- (TlVANE) N= qu SOIL izn SAMPLE R15- cwmr Dffl TION DESCRIPTION AND REMARKS SYMBOL (TSP) (TSP) TYPE (T) TYPE TAME * () (Pa) (t) CONCIWII I'OOTING -- _____ - - 1 B 4 7.9 110.2 83.4 LOOSE, MOIST, BROWN, FINE TO SM I MEDIUM SAND -2 INCREASE IN DENSITY BELOW 4.0' 3 8.5 98.2 74.3 -3 10 10.0 99.1 75.0 -4 10.3 109.0 82.5 BOTTOM OF TRENCH - 9 -5 12 -6 26 END TEST B=Bag Sample * Number of blows required to drive = a 2-inch cone 4 inches using a 35- pound hammer falling 24 inches. EXPLORATORY LOG TRI CITY ENGINEERS 149 WALNUT AVENUE, CARLSBAD, CALIFORNIA 335 OLIVE AVENUE P H I L L I P N. G A I T A U D CONSTRUCTION VISTA, CALIFORNIA 92083 (619) 758-2220 PROJECT NO.: WP - 2578 IDATE: JANUARY 13, 1986 ITRENCH NO.: TYPE OF 7IFMI: HAND TRENCH NURFACE .EVATICN: - WG( BY: DLP DEPIB IDGROUNDWATER: NONE ENCOUNTERED 7EM WIDffl: TWO FEET (21 ) DIE: JANUARY 60 1986 DESCRIPTION AND CLASSIFICATION T[( WAT DEy IRELAXIVE, I Ic*IIENI(R4 I VNI- (TORVM(E) a= qu SOIL Drm SNPLE RENIS- cwzw DENSITY TIGN DISCRIMCK AND RENARKS SMM (TSP) (TSP) TYPE (pm) TYPE I T ANZ* () (P(7) () LOOSE, LAYERED, TAN TO BROWN, SM I -1 FINE TO MEDIUM SAND (FILL) --2 LOOSE, MOIST, BROWN, FINE TO SM I MEDIUM SAND (FILL) --3 VERY LOOSE, LIGHT TAN, CLEAN, SM I FINE TO MEDIUM SAND (FILL) --4 OLD CONCRETE (SLAB?) SM - I LOOSE, BROWN, FINE TO MEDIUM -5 SAND (FILL?) -6 MEDIUM-DENSE, ORANGE-BROWN, FINE SM I -7 TO MEDIUM SAND DUIiUII Ur IIW.1'lI..fl B=Bag Sample * Number of blows required to drive a 2-inch cone 4 inches using a 35- pound hammer falling 24 inches. EXPLORATORY LOG TRI CITY ENGINEERS 149 WALNUT AVENUE, CARLSBAD, CALIFORNIA 33S OLIVE AVENUE P H I L L I P N. GAITAUD CONSTRUCTION VISTA, CALIFORNIA 92083 (619) 758-2220 PROJECT NO.: WP - 2578 [DATE: JANUARY 13, 1986 ITRENCH NO.: 2 TYPE JII'WENT: HAND TRENCH SU1WACZ g1VAII: - IOU BY: DLP DEPTH 10 JNDRA: NONE ENCOUNTERED zxt vlum: NO FEET (21 ) DATE: JANUARY 6, 1986 DESCRIPTION AND CLASSIFICATION 'ENI ri - TION VATIR DRY CONPAC- (WAn) =ER qu SOIL DEM SAIPIZ RIS- COKE= im TICW DCHIPIION AND FOURKS 5YJ(J (TSP) (TSP) TYPE (Fm) TYPE WR * (t) (P7) () LOOSE, MOIST, BROWN, FINE TO SM I - 1 4 9.1 103.2 78.1 MEDIUM SAND -2 4 10.2 99.2 75.4 DENSE, MOIST, ORANGE-BROWN, SM I SLIGHTLY INDURATED, FINE TO 16 10.2 120.5 91.2 MEDIUM SAND -4 BOTTOM OF TRENCH - 28 -5 TEST B=Bag Sample * Number of blows required to drive a 2-inch cone 4 inches using a 35- pound hammer falling 24 inches. EXPLORATORY LOG TRI CITY ENGINEERS 149 WALNUT AVENUE, CARLSBAD, CALIFORNIA 335 OLIVE AVENUE P H I L L I P N. G A I T A U D CONSTRUCTION VISTA, CALIFORNIA 92083 (619) 758-2220 PROJECT NO.: WP - 2578 IDATE: JANUARY 13, 1986 ITRENCH NO.: 3 TYPE OF JIIiI: HAND TRENCH SURFACE ELEVATION: - LOG BY: DLP • Iurm TO.GROUNDWATER: NONE ENCOUNTERED TRENCH WIDE: NO FEET (21) DATE: JANUARY 6, 1986 • DESCRIPTION AND CLASSIFICATION IyxxA-.VE ___ CONESION P- TI WA D C1PAC- (RVMlE) N qu SOIL DIM SAMPLE RIS- Cowl= DENS1IY TICE • oaari AND ypij (?SF) (75F) TYPE (PT) TM TANC9* () (Pa) () CONCRETE FOOTING LOOSE, BROWN, FINE TO MEDIUM - 1 6 5.7 95.6 72.4 - SAND (TOPSOIL) SM I -2 LOOSE, BROWN, FINE TO MEDIUM SM I 4 6.7 94.3 71.4 SAND (TOPSOIL) -3 10 5.4 109.1 82.6 DENSE, ORANGE-BROWN, SLIGHTLY IN- SM I DURATED • FINE TO MEDIUM SAND - - 4 25 24 - 5 -6 24 25 - 7 END TEST B=Bag Sample * Number of blows required to drive a 2-inch cone 4 inches using a 35- pound hammer falling 24 inches. EXPLORATORY LOG TRI CITY ENGINEERS 149 WALNUT AVENUE, CARLSBAD, CALIFORNIA 33S OLIVE AVENUE P H I L L I P N. GAITAUD CONSTRUCTION VISTA, CALIFORNIA 92083 (619) 758-2220 PROJECT NO.: WP - 2578 IDATE: JANUARY 13, 1986 ITRENCH NO.: 4 W'Q rn'7-A /WLI I E(/S r,w5 5tift /.?/A/ N ExP,c7v.€)' 7E4'e41 5,7-c ,qopefs.c, /4? kV'A/ (IT C&s 8'4 WNE,e/,2EVsZcP,'2,' c7,9- 7,Q1/L) ca4'57e1,c T/W Pv,v7r-,9t,1c- C,ees B#93 C,1Qt i,. WP-2578 GAITAUD January 13 1986 7 TRI CITY ENGINEERS UI OUVE AVENUS VISTA. CAUFORJOA 02013 751.2220 Unified School District 801 Pine Avenue, Carlsbad, California 92008 729-9291 "Excellence In Education" BOARD OF TRUSTEES April 15, 1986 JAMES McCORMICK President JOHN J.MAMAUX Clerk JULIANNE L NYGAARD Member JOE ANGEL Vice President J. EDWARD SWITZER, JR. Member DISTRICT ADMINISTRATION THOMAS K. BRIERLEY, Ed.D Superintendent JACK L KING Business Manager SUSAN-HARUMI BENTLEY Assistant Superintendent Instructional Services DAVID WM. BATES Director Employee Relations K.C. DUNLAP Manager Facilities/Services Mr. Clarence Schlehuber, Chairperson, and Members of the Planning Commission City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 Attn: Mr. Martin Orenyak, Building and.Planning Director Reference: Phil Gaitaud 149 Walnut Avenue Gentlemen: Mr. Gaitand proposes to demolish a triplex and build one single family dwelling at the above-referenced location. Inasmuch as this request would have no direct impact upon the enrollment of students in the Carlsbad Unified School District, we will not require an agreement or contributions from Mr. Gaitand as a result of this building project. Sincere 6H. Blair Bu •ness Manager siness Services nj g Distinguished School Board Award 1984, United States Department of Education Pt _ - '• MIDfl APPLICANT TO FILL IN INFO q / IOV WITHIN SHADED ARE (ERMIT .I vauAylo.. I/IA ,- ____._j BE -.yT*" £4 A(t1 I __ A •4?J% jjP1Ø ° APPLICATION b0 'or -' '-u-' /ACTI FICP FINAL PLANNING fA( i ENGINEERING' ,1c Oe -Th - p4