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Home My WebLink About2653 OBELISCO PL; ; 84-33; PermitC]-l;h!rj~y af!lFm,-that- I am licensed unIder- It fo~ proN~filo6s,df,,Chipti;f~g~,~6ommencing with ~j_ .—Section 7000) of,D1vIslon 3- of the 'Business 5 -iofessions Code, and my license is in ..C. !W56010, -full force,and effect:— Lic-No Class 0- I,Jh Air In I am exempt from the Contrac- 5 =11i I IhOokwing,rei lot :Law or ason (Sec. 7031.5 -ll~f Y~.,Btjsirfess a6d Professions Code: Any city or county which re- "quires -a permit to construct, alter, -improve, bejjrjolish.~ or 1,repair any,structure, prior to its issuance also requires Me ap- plicaril I& such permit to life a signed statement that he is, licvsdCpu_rstia_ht_'Io'1he provisions of the'C66(raclor's" License Law (Chapter 9 coniTerubing with Section 7000 of Division 3 of. the Busimiss and Professions Cowde),or,thal-isex.-empt lherelrornand the basis for thealle~lib exemption. AnyIN'll vlo ;a!ion of.Section 703 1 .5 by an'applicant Ifur-a p6maii ~ub- jec s theapplicant.10 a bivil peh~lly " of not m6relfian five hun-, -dred dollars,($500)~ -0-* 0. 1. a S owner of the properly, or my employees.wilh wages R V as I lh~ir sole compensation7:will do'lhe work. and flue strur.- lure is'not intended or offered for sale (Sec~ 7044," Business and Professions Code: ' The Contractor's Licerise-Law does not apply:)1o, in owner of, pidiperty who builds or improves a thereon and who does such-work himself (if throudhnis own tenclm,j UJ ed oCoflered1tor salji!~ It, however. 1he buildjpgor I pfpve; , ~~ . employees, provided that such improvements are not in m Z' me'ni is *sold within oneye , ar o'f-c*om'pl'etion;'I-he'owner-builder I 3: will have the burden of provi I nfilhat he did not. build or im. 10 --prove for4he porpose,of sale)---- 0 1, as owner,61 the properly, am "qlusively corviracling project (Sec. 7044, wi I h licensed, c6ni rictors to const ruct I he 86,16ess and,Prolessions Code: .TAe Corillactor's License Liyvrioes not-apply,togn ownerof property. who builds orim-1 Provesithereon, and who contracts.for each!jirjjjec~~ with'a;j confriqoir(s)'-licen~e purguant:11o',the Contractor s.Ucense,,_' f ~, _~ ~- ~Z, Law).', 'A 21 t '. -1~ -.I -. I ~-, 0 - As a homeowner I am improving my home. and the follow- CC jing conditions exist: p. r 1: The work is being-perfoimed pirlor.1o'sale. Y 2 1 'have'lived'in. my ',home'lir. twelve nxonlhs~I~- p1rior to completion of this Work, Z 3- 1, have ~nol . claiiined . thij.'exempli cbring,11je.~I*- ..On last three years., ~~I am e~enjpt unde 0!f.P:C. t 4— ,O.r!lhis reason,- W 1V I he naby aftirrn that-I have a cerlificate of c.onsent P", zI, lo,.self-insure. cir ja~ ertificale. of, Worlkersl~ 40 Compensation insurance, a cerlified copy thereof ~~il- Se~c~ 3900 , Labor Code). -Z f 4. k. COMPANY A h e)i: 7-- 0 6 ~p y, r is 7,ed itK1 e p -S Z IL ed C 0 1 ereby furnished '0 'CE yliFIbCATIL FFROM 0 ERS'COMPENSATION INSURANCE- ( S sedtion need not be completed it the permo Thi Lu .-,' . '.-.s:!6r' _cine hundred dollars (S100) or less) j Ir L Or I Ntr~dy tl~jat in the performance of the work for .0 7, whiCh-this permit is issbed,~f shall not -employ any '31' . ~Apeiscin in any marine, so as to become subject to_ ,th6 Wor%ers'_CcLTpensatpQn Laws O.I.Califorinia-_ NOTICE TO- APPLICANT. it. after making I h - S lfcat6'of Exemption. you should - beccime'suble 11~ Ih~,Wcir~ e' ri%C~~pensation Oricivisions ol;the'Labor? C you~ must. for1hwith,comnI~_wiIh'_SuCh Provisions or this peim 1; shall be de 4;. 4 emed revoked .0 1, he",eloylaff,r~ri' lhail.'Ihe,els a conSwrucl.on lending agency 'of the Perlaimance of the on' to' h.ch this' ssueo (Sec .3097.'C.v.1 Cocei I ,_permit is i Z -Cen—cle-i's' 14"a~;~e_~~ Lender's Address i- UdRALL POINT PEN ONLY & PRESS HARD L APPLICANT TO FILL IN INFORMATION WITHIN SHAnFn ARFA ANn nFrI ARATInN.q CARLSBAD -BUILDING- DEPARtMENT AFOLItAMN' twit VA j 92008-1989 1200.EIrn, Carlsbad, CalifgWia (619) 438-5525 OF AP P LICATION VALUATION PERMIT NUK48ER ri 3 JOB ADDRESS AV. ST. RVO NEARESTICROSS ST, a NIESS LICENSE At I . OATE . ; 25, 5' LOT [IBLOCK ~1 SUB-D5VISION J . ,ASSESSOR. PARCEL NO. CONTRACTOR CONT ACTORS PHONE# ZONE OWNER',S NAME _o!J j A4-5 0 C V6 - S DA Bqwr OWI~LEFI'S PHONE -3 Y (a -PLAN -8-L-66-7SE CO`C)_E__________ ID M V_ yA 4 Al .'FO 9, 00rif CONTRACTOR'9AObRESS-I NO. Eill OWN S M41LING ADDRESS -73'7Z Setcit- 6-5 T~--, 0 STANDARD PLAN # BUILOIN SO. F010AGE - DESIGNER LICENSE.W` c) ow 4,nr Pa 0 Of P! ;C ESCRIFT40N F WORK D- 1 ~~_v DESIGNER's ADDRESS ..4 DEZIGNER S PHONE C.41241"Ife-WL is 6/07/Q41588 67?9., &L F_ 11 -,4 qL Wc 04. NO F/P FLR E OC: EDU 4 STO S Y C3 4 0 _ 4 ___I —/ — -_ -CENSUS TRACT-,il---~F;LtANC)~US9'-;~l' P;~RKIN'9-SPACE FIE,S UNITS GlilADING PERMIT ISSUED REDIEVELOPMEN I TI p6E J OCCLOAD FIRESPR YC) NV Not Valid Unless Machine Certified 4 Y, 0 N El AREA,t— E:] 0 QTY! PLUMBING PERMIT -,ISSUE OTY. "MIECHANICAL PERMIT - ISSUEf SUMMARY/ACCOUNT NUMBER "Zo Ek&,,WTJRE:TkAP INSTACC, FURN. DUCTS iiP TO 100,000 BTU I BUILDING PERMIT 01-00-00-8220 EACH BUILDINGift~WtR OVER-100,000 BT9 —SIGN-PERMIT 0.1,-00-00-822-1.- - HEATCR_A~6-/bll _VCN: T ~Z "r2,-BOILER/COMPRESSOR,UP TO 3 HP PLAN CHECK 01-00-0 -8806 -E-ACH -GAS SYSTEM I-rO 4,OU'TLETS'.1 BOIL I E R/C , OMPRESSOR 3 . .15 HP -TOTAL PLUMBING 01-00-00 -EACH GAS-SYSTEM 5 OR MORE-"~w METAL,FlhEPLACE —ELECTRICAL-- .0-1.00.00.8223- ,EACH INSTAI~.,.ALTER, REPAIR WATER PIPE -2.;.~-VENT FAN SINGLE DUCT MECHANICAL 01-00-00-8224 EACH VACUUM BREAK E.R, MIECH E~HAUST 1- HOOWDkTS_'__ -------- MOBILEHOME 01 00-00-8225 WATER SOFTNER RE.L6CA'TION OF EA FURNAC.E/HEAT~RM-A L.- —MOBILEHOME.PARK-INSP— EACH ROOF DRAIN~(INSIDEj SOLAR 01-00-00-8226 . _T0 , T.ALM6CHANICAL,4--- -Ili_ '—STRONG MOTION TO%T-A-L I N IS 4 ~JiLUM f FIRE SPRINKLERS -00-00-8227 01 Bj\'%E'L4iCT'RICAL~ PERMIT ISSUE-k:,',', QTY. SOLAR 16SUE PUBLIC FACILITIES FEE 32-00-00-8933 —BRIDGE FEE-- NEW.CONST EA AMP/SWT!BK C ECfdRS. SCHOOL FEE - DI~TRICT J tPH t 3 PH STORA ANKS , ff - - Carlsbad 80-92-21-0519 'c~i~f-"B,~C66-'tA,AMP/SWT,iBKR ROCK-STO'RL—IN A,1 J, Encinitas -80-92-22-0519- A P~H N) 3 PH. Pump,;. ly fl~ !00, San Dieguito 80-92-23-0519 A ~R E M AFE L.' LTCR -PER CIRCUIT 1 7, ~, PLAN CHECK FEE S n a Cos Va; 80 92-24-0519 ~T kM R P.O,LE,, 200 AMPS 0, 'b vt A,' LICENSE TAX 01-00-00-8162 TEMP OCCUPANCY 10 1) AYS) J' A N! CREDIT DEPOSIT Z Ea2 TO,TALjELE~TRICAL 'V~ TbTA SO'AR - L TOTAL. FEES 'PAYABLE -4, I HAVE,CAREFULLY EXAMINED THE COMPLETED -APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bythe Building Official under the provisions of this AN OSHA PERM:T IS REOUIRI )N~S OVER PENALTY OF PERJURY -Code Shall expire by limitation and become null and void. If the building or work CERTIFY UNDER 5' 0" DEEP AND DEMOLIfION OR CONSTRUCTION OF THAT ALL INFORMATION HEREON INCILLibING THE authorized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND 1, FURTHER CERTIFY AND AGREEdF A PERMIT IS STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED. TO COMPLY WITH AILL,OTY.. COUNTY AND STATE LAWS GOVERNING permit. or if the building or work authorized by such permit is suspended or BUILDING CON. abandoned at any time after the work is commenced for a period of 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESSTHE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND OWNER 0 CONTRACTOR ft APPLICANT'S SIGNATURE APPROVEID BY: ~e DA~T NCE OF THE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST,SAID CITY IN CONSEOUE BY PHONE 0 HIS PERMIT. GRANTING OFT -J4,oc)La 644A, ~A TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION /A. 9 INTERIOR LATH & DRYWALL, PLUMBING SEWER AND BL/CO 01PL/CO 1 UNDERGROUND ~ )K'WASTE 000 TOP OUT 0 WASTE 0 WATER Y TUB AND SHOWER PAN GAS TEST WATER HEATER E3 SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND 0 LIFFER ROUGH ELECTRIC 0 ELECTRIC SERVICE X TEMPOOAR'V.'.'! 0 BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION ITEMS A BO VE HA VC WHEN ALL APPROPR~~ BEEN A PPRO VED. FINAL PLUMBING V9 ELECTRICAL MECHANICAL GAS BUIL DING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOWS APPROVAL DATE INSPECTOR'S NOTES I N S Fj til I' I U N REO. IF CHECKED SOILS COMPLIANCE PR I ORTO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE- POST TENSIONED CONCRETE FIEV6 WEL'd1 NG HIGH STRENGTH Tol: INEERI IRE, PLANNING, UTILITIL BOLTS ZAL INSPECTION NOTIdb Date Add ress Is SPECIAL MAS6NRY PILES CAISSONS P Type of Construction C — T Person to Contact IL Ile Ph.-":No. /7/ f Engineering 0 Department Date Apprbved N k, Fire Prevention LL - j . I Date Appr6ved Planning Department Date Approved E Utilities Department Date Approved U E Cornments:'44`eb ~4" CIV , 141-Am"W11 S 7- -C"Ao' f,'lPlel elS.Co rle C,/,E IT IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL. -7 1Z.- E BALLPOINT PEN ONLY4 PRESS HARD,-- APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I thlerelpy affirm that I am licensed under -p proyislons of,Chapter- 9 ',(commencing Ith 'Section 7000)'of Division 3 of the. Businweis. 4p- and Professions Cocle,-and my license is 'in A~" full. force and effect. 'Lic. No. Class, Z 0 I tipreby.alhim that I am exempt from the Contrac-' i 'or's License: Law ~ [or the following -reason (Sec. Business and Professions Code:,,An , ! l;ily or county which r~ I juiris a permit to construct, it, improve, demolish,.or I I 4(re'pair any structure, -prior toils issuance also requires !he a Aplicant for such permit to file a signed statement that he ~s I -.licensed pursuant toithe provisions,of llie-Urintractor s— License Law (Chapter 9 commencing with Section 7000 of I Division 3 of the Business and Professions Porte) or that is.ex- empt therefrom and the basis for the allegeo exemption. Any violation of Section 7031.5 by an applicant,for a permiliub._ jects the applicant to a civil penalty of notmore than five hun- (Ired dollars~($500). 1, as owner of the property. or my employees with wages 0,C as their sole comfpensalion,~ will do the work. and the siruc- lure is not intended or offered,for sale (Sec. 7044, Business The Contractor's License Law does and Professions Code: n n ot apply to an Owner'of properly who builds. or improves 0 thereon and who does such Work himself or through his own loyees provided that subh impfovements'are not intend- I W emp - . W ed or offered for sale. . 11. however, the building or improve- Z ment is sold within one year of completion, the Owner-builder 3r will have the burden,of proving that'he did not build or im- 0 prove for the purpose ol,safe)., q,.1 as owner of the property, am exclusively contracting n iA.- wl h iicensed ontractors; to construct the project (Sec. 7044, Business andcProfessions Code: The Contractor's License 'Law does not apply.toan owner of property who builds or im-proves thereon. and who.contracts lot each projects with a fA conlraclor(s) license pursuant to the Contractor's ~ License, Law). 0 `4 0 As a homeowner I am improving my home. and the follow-. Ing conditions exist: 9K l." ,The work is being perfola4ed linor"to safe. 2: 1 - have ~ lived in my~home lot twelve months prior to completion of this work. W 73. have -not claimed this exemption during the,': :a st three years..' 0 1 am exempt under SeZ. 8 & P.C., for this reason - b 'I hereby afff11A lh~i I ie a ce ale I con I to self-insu,e:"o r eltific I Coi?npensation Insur or'a ce if. c of (Sec. 3900. Labor C 1. POL CY NO:ii Z 0 - ~4 ~co~M' PANY _~PANY 4 t in 0 C~P, I : with I city 11 Z LU `0 Cen-Ned Zopy 'E~Ke 6 by:`iG_,_n hW" 9L 0 0 ~t'CERTIFICATL OF EXEMPT16N FROM Y) WORKERS' COMPENSATION INSURANCE (This sect.o, need not be completed it the permit, i? for one hundreci do lars IS 100) or less) 1JU Cr 'I icertily that in the performance of the work for, 0 1 hiCh this Permit is issued. I sh.11 nor employ any #,person in any manner so as 10 become subject to the Workers' Compensation Laws of California Lill NOTICE TO APPLICANT If.'alte'r making lhi'sCen, licate of Exemption, you should become subjec I I" it the Workers* Compensation provisions of the Labor ~Ccide - " you 'Must ~ forlhwith Comply with Such provisions or this perini.t shall be cleemed retoi~eo ,~C] -,I,herqby allirm!lhal there is a construction W ~t lending agency for the performance of the work to, LU .Whsch this permit is issued (Sec 3097. Civil Cooei Z uj Lei der s Nam 4t e C'A Lender's Adoress on. AP,— o CARLSBAD BUILDINd'DEtL A ENT $RTi APPLICATION &-PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 JOB ADDRE§S AV. ST. RD. NEAREST CROSS ST. DATE OF APPLICAT BUSINESS LICENSE tt VALUATION PERMIT NU MBER cb 6 Z L 7- Irie ZC5NE7 ' I .- LOT- 1 , BLOCK SUBDIVISION ASSESSOR'PARCELNO. CONTRACTOR 4 - .. 1:dNTRACTORS PHONE 0 V - - - 7% OWNER'S NAME~ V M ~Z PLAN I.D. #: BLDG USE CODE CONTRACTOR'S ADDRESS S 1" ~D F //3 LICENSE NO. MAICING T K0 OWNER'S ADDRESS DESIGNER, 7 LICENSE -iii STANDAnO,PLAN'# BUILDING SO. FOOTAGE 4 DESCRIPTI ON OF WO RK 7-1, DESIGNER'S ADDIRES%. R'S PHONE. ,9NE 0 , J ev, F/P FLR ELEV. NO _71 STORIES OCC GP EDU YCD No TU/251LI46834 TRACT. L A RES FIRE SP'R , .CENSUS 'i " ND USE 9P. 7- 7: PARKINP SPAC E UNITS GRADING PERMIT ISSUED REDEVELOPMENT AREA TYPE CONSTI OCC.LOAD .1 .— .. --- 7 - - 5 ;,5f YO 'N EI YC3 NE) Yo Nio Not Valid Unless Machine Certified QTY. PL-UMBIN G PERMIT - ISSUE OTY: MECHANICAL,PER MIT.- I SSUE' S UMMARY/ACCOUNT N UMBER EACH FIXTURE TRAP INSTALL:FURN. DUCTS iiP TO 100,000 BTU I BUILDING PERMIT 01-00-00-8220 EACH BUILDING SEWER OVER 100,000 BTU SIGN PERMIT e 01-00-00-8221 -EACH WATER.HE,~TER'_ANWOR VENT ~BOILER/COMPRESSOR UP TO 3 H P PLAN CHECK, 01-06-00-88015 EACWGAS SYSTCM-1 TO 4,OUTLETS 4.[ J)BOILER/COMPIfE'SSOk 3:15 HO TOTAL PL6MBING 01-00-00-8222 EACH GAS SYSTEM 5,0 R.MO RE* METAC FIREPLACE. -ELECfRICAL 01-00-00-8223-- EACH INSTAI,.. ALTER, REPAIR WATER PIPE .1 -VENT FAN SINGLE DUCT MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER MECH EXHAUST .. HOOO/DUCTS -01-00-0-- - 5 MOBILEHOME, 0 822 WATER SOFTNER tRELOCATION OF EA FURNACE/HEA TIE, R. MOBILEHOME PARK I`NSP~ EACH ROOF DRAIN (INSIDE) P A SOLAR 01-00-00-8226 TOTAL MECHANICAL STRONG MOTION '80-92-33-0519~' TOTAL PLUMBING FIRE SPRINKLERS, 01-00-00-8227 QTY. LCEibTRIC'4L, PERM If- ISSUE" OTY., SOLAR,-ISSUE 'PUBLIC FACILITIES FEE 32-00-00-8 30 9 17 BRIDGE FEE NEW CONST EA 4MP/SWf!BKR COLLECTORS SCHOOL FEE - DISTRICT I PH 3 PH STORAGE TANKS Carlsbad ..8 '0-92-21-0519 EXIST BLDG EA AMP/SWT18KR R OCK STORAGE Encinit'as 180-92-22-05 % 19 I PH 3 PH I 1PUMP San Dieguito 80-92-~3-05119 R E MODE L,A LT E R PER~CIRCUIT ~PILAN CHECk FE E San Marcos 80-92-24-0519 TE MP PO LE 200 AMPS OVER 200 AMPS,11 LICEN~E TAX 01-00-00-8162 TEMP OCCUPANCY (30 DAYS) MFF80-92-57-0519' --CREDIT, DEPOSIT TOTAL ELECTRICAL a 4 TOTAL SOLAR TOTAL FEES,PAYABCE, I HAVE CAREFULLY EXAMINEDJHE COMPLETED "APPLICATION ~,ND PERMIT-AND DO HEREBY Expiration: EveryPermit issued by the Buildind'Official under the provisionslof this AN 6SWA PERM:T IS REOUIRED FO'A EXCIVATOONS OYER CERTIFY UNDER PENALTY OF. PERJURY THAT ALL INFORMATION HEREON INCLUDING-THE Code shall *xpire by limitation and become null and void. If the building or work ii- 0" DEEP AND DEMOLIT16N OR CONSTRUCTION O,~ aut horized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit , or if the buii or w prk authorized by such permit is susopended or STRUCTURES OVER 3 STORIES IN HEIGHT abandoned at any tim din? ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON ter the is a 0 a a ork w r par,. of 18 days. to commerlcejd d STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEF~LHARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND 1~~,T'S SIG 0 EXPENSES WHICH MAY IN ANY WAY OF THE -ACCRUE AGAINST SAID CITY IN CONSEOUENCE ~E AIPPRTI CONTRACTO Lt, DATE R 0 )V D BY ---; :NATU GRANTING OF THIS PERMiT. BY PHONE PE DATE INSPECTOR DiNd- FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT: FLOOR & CEILING-'SUB'FRAM—~— SHEATHING' 0 ROOF 0 SHEAR FRAME, EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND'BL/CO ~01~L/CO UND15RGROUND'.,-~'O.~,WA`STE 0 WATER TOP OUT El* WASTE" 4ijQ WATER TUB AND SHOWER PAN*' GAS TEST jWATER WATER HEATER '-E) SO~~R, ELECTRICAL ELECTRIC UNDERGROUND 0 OFFER, ROUGH ELECTRIC 0. ELECTRIC -SERVICE'— 0 TEMPO~,ARY El'BONDING El POOL MECHANICAL 0 DUCT~& PLEM., 0 REF. PIPINP HEAT — AIR COND. SYSTEMS' VENTILATING SYSTEMS CALL FOR FINALINSPECTIQN WHEN 'ALL APPROPRIATE e;- 'ITEMS ABOVE'HAVEBEEN.-APPROVED:— FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS .FIELD INSPECTION RECORD' REQUIRED SPECIAL INSP~CTIONS INSPECTOR'S NOTES INSPECTION RED. IF I INSPECTOR'S DATE C HECKED APPROVAL SOILS COMPLIANCE PR I ORTO FOUNDAT 10 N INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED' CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH, 8OLfS SPECIAL MASONRY PILES CAISSONS 41 w 77- A y ic- i --'x x NA, v "M X 4 ~L I t Ty 3 &0 SAFMO, July- 10, 1984 BUTCBER & 3 *3 6 17. 0 0 ORMONDE, INC.- C~arlsbad,.'..Building. Department 1200 Elm Street Carlsbad, - CA Planning Design SUBJECT: Foundation.-Ihspection..6f Levitz Residence -2653 Obelisco Place Considtation ..Carlsbad, CA Gentlemen: A-str.uctural*.foundation;,in:spection.was.-made -o.f-the Levitz residence. at .26-53 'Ohelisco. ?,lace, on:.Ju-ly.:9,..,l:.984.' The foundation -sizes and:.,depths-were.in~ac,cordance with the latest- set of. plans...' The. reinforcing steel'. ~'and holdown' anchor..,bo.1ts*~were't.-p:rop~erly.-*,ppsitioned And.supported.' It is unders-tood-thdt.-.the~design.,~-and foundation construct- ion--fdr.the.:rear-patio~.and*.p,Q61 area:.wi.l.l. be, accomplished at a .1ater date.' Very-..truly yours, -SAFINO., BUTCHER--, ORMONDE, INC. N~il.J Ormonde*J, 5 t 2- e Vice-.President NJO:lr~ CIVIL ENGINEERING - STRUCTURAL. ENGINEERING! LAND SURVEYING 3615 Keamy Vi.Ha Road,SWte 201 San, Diego, Cahfomia - 92123 (619) 560-H41 0~-. 9 -6Z PPLICANT COPY C3 L%,ecITY-COPY C3.PLAN CH.ECKER COPY Cit of Cadgbab' Submit fully dimensioned plot plan drawn'. to scale showing location size, and use of.all existing And proposed structures C: % 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 corners. Sec. 302(b)7. Indicate distance from center-line of street or alley to property line and distance from curh to property line. Sec. 302(b)7 JURISDICTION: DATE Plans, specifications and calculaeions shall PROJECT ADDRESS:,, 015eLlszo /0Z be signed by a California State licensed engineer or architect. lCalifornia TO: J7— Business and Professions Code)S9ftA_1S 5. FIRF: PROTECTIO. Walls closer than 3 feet to property lines. shall be one-hour fire-rated construction, PLAN CORRECTION SHEET have no openings, and shall have 30 inch parapets wh~n the build i ng floor area exceeds SINGLE FAMILY AND DUPLEX DWELLINGS i,oao square feet on any floor. -(Table 5-A, Sec.. 1709(a) Plan Check No. Projections, including eaves, may not extend A1 ~ ~ A? 3 more than 12 inches into.the 3 foot setback Date plans received by .jurisdiction from the property line. Sec. 1710 and, Date plans received by plan checker Sec. 504(b) Date initial plan check completed by _,Ile Projections, including eaves shall be one- -resistive construc~ion, heavy hour fire Tel. (619) 560-1468) timber'or of non-combustible material if FOREWORD: PLEASE READ hey project into the 3' setback area from Plan check is limited to technical requirements the property line.' Sec. 1710 .contained in the Uniform Building Code, Uniform Plumbing Code,*Uniform mechanical Code,.Natidnal, Show location of permanently wired smoke "W` Electrical Code and state laws regulating energy,,, dt,-ctor.* Sec. 1210 conservation, noise attenuation and acces : fo;r~ ~;J The plan check is based on C the handicapped. ROOM SIZES, L cHir, VENTILATIONS AND GLAZING-regulations enforced by theBuilding Insp ct,ion Department-. You may have other corrections One room must, contain a minimiam of 150 square based on laws and ordinances enforced by the feet of superficial floor area. Sec.. 1207(b) Planning Department, Engineering Department or other departments. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor The items circled below need clar I fication, area.- Sec. 1207(b) modification or change. All circled items have tc be satisfied before the plans will be in Z7 Window area must be At least 1/10 of the conformance with the cited codes and regulations. floor area and a minimum of IC square feet Per Sec. 303 (c), 1979~Uniform Building Code, per Sec. 1207(a). . =a~4 to?% ,,, deficient the approval of the plans does not permit the in e:, Z violation of any state, county or city law. Openable window area must be.1/20 of the floor area and a minimum of 5. square feet. In bathrooms, Jaundry rooms and simil.ar A.. PLANS rooms..'' minimum is 1.3 sq.ft. (Sec.120~(a) Please make All corrections on the riginal One-half of all required window area must. tracingi and submit two new sets of prints., Ix. be ope~nabl.e in and any original, plan sets that may have been returned to you by,the jurisdiction, 2- to Provide mechanical' ventilation capable of Xprovid'inq five air changes per hour in bathrooms, water closet.-comparimen'ts, laundry "'To facilitate~rechecking, please'identify, rooms ind'similar rooms if required windows' 'next to each circled item, the sheet of are not piov ' ided. Sec. 1205(a) the ,plans t upon which each correction on this shee haibeen made and return this ,ZNo habitable room. other. than a kitchen, check .sheet with the .re. vise . d plans. shall be less than 71 07 in any dimension.. Sec. 1207(c) Indicate on plans the name of the legal' owner and name of person r . esponsible for how that ceiling heiqht for habitable X Sr -of'7 -Sec. the preparation of the plans. Sec'.-302(b) ooms. is a min.imum 6 1207(a) 3 'cu t a te I if de) Show ceiling height 'or laundry rooms, Handrails shall satisfy the following: h & llways.,corridors, and bathrooms is a Provide handrail for stairways.over 30" minimum of VO". Sec. 1207(a) high when serving 4 single dwelling. Title 24..Sec. T25-22(b) Provide 30" clear width for water closet compartments and 24* clearance in front Handrail', ' shall be 30" to 34* above the of water closet. Sec. 1711(b) nosing of treads. Sec. 3305(j) Handrail projecting from a wall shall No cooking room shall be used for sleeping have a space not less than 1 1/2* between purposes, unless complying as an efficiency the wall and the handrail. - living unit. Sec. 1208 The hand grip portion of handrail shall be not less than 1 1/4" nor more than )A Specify safety glazing fo*r-qlazing in hazardous 2" in cross-sectional.dimension. locations such as glass doors, glazing Sec. 3305(j) (see attached)' adjacent to such doors and,glazinq adjacent :o walking surfaces. Sec. 54065 /. every stairway landing shall have a dimension, T3 7) Glaz1_n-j'-*in shower and tub enclosures measured in the direction of.travel, at (including windows), shall be tempered,-TU9~ 0 least equal to the stairway width. Sec. 3305(g), laminated or approved plastic. V& 5 I zm L4SUSZ..: . Sec. 1711 (f)(g) _X . . ~,_ ~Etc-V'Ovk-6 OET A door may open over a stairway landing. Sleeping rooms shalI have a window eQA e 'Sill provided the door, in any position, does not reduce the clear area of the Landing,. exterior door for emergency exit. height shall not exceed 44" above the floor. in the direction of stairway travel, to The window must have'~an openable area of less than one-half the required width of, at least 5.7 square feet with the minimum the stairway. Sec. 3305(g) openabl.e width 20" and the minimum openable height 24". Sec. 1204 A door may open inward at the top step of /5 - ; stairway provided the top step.is not Eaves and , corn , ices may not'project into more than 7 1/2* lower than the floor level. Sec. 3303(i)2 a required yard more than 2 inches for each foot of yard width if required windows details Provide of winding stairway. /A p:n into the yard. Sec. 1206(d) Minimum tread is 6 inches at any point ezzanine is an intermediate floor and and minimum 9 inches at a point 12 inches may not.have a floor area exceeding 33 1/3 from the~side of.the stairway, percent of,the total floor area in the room below, and the mezzanine floor must.have maximum rise is 9 inches. a clear height of 7-feet, above and below,and Minimum width is 30 inches'. Sec. 3305(d) must,have 65% of. the long side open to the* (see attached) room below. /mezzanine The loft you show does not comply as a Provide spiral'5tairway details: floor and is, by Building Code Minimum run is 7 1/2 inches at a point' definition, a story from where the tread is the n I arroweit. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches. Sec. 3305(E) (see attached) D. EXITS, STAIRWAYS,.AND RAIi@INGS Sprial stairways may not be used for required exits when the',area served is greater'than Floors above the second story shall have 400 sq. ft. Sec. 3305(f) not less than 2 exits. Sec. 3302(a) Spiral stair~way; must have a clear walking Required exit doorways shail be not less 3 pace of 26 inches between the column and than 36" in width and not less than 6 1 -8- handrail. Sec. 3305(f) in heighto and shall be capable of opening, at least.90 degrees. Sec..3303(e) Provide l.'C.9.0. Reasearch Report and Number X .. . . for'metal stairway, or submit plans and Provide 36" high protective railing Eor calculations and'approved fabricator . por6hes, balconies, and open sides of landings. reqistered~with the Building Department Maximum opening between railings shall be or note* thit'the stairway fabrication shall. less.' than, 97. - Sec. 1716 be do,n - e under special inspection per the.' ' approv6d fabrication plans. Sec. 30~(&)48 Show hoii.guardrail ponnection*details*are.. and Sec. 366(f) adequate to support 20 pounds per lineal foot at a right angle to the top rail.- In buildings 2 stories in height, over provide Table 23-B V4 hour fire~-rated asseatilies for all Provide stairway and landing details. openings in the exterior wall below or within 10 feet hori - zontally of an exterior stair— Sec. 3305(b) 6. (c) -way. An exit, -balcony with 2 separated - Aaximum' rise* V aAd minimum run is-9% stairways is exempt. Sec. 3305 Minimum head room is 61-6*. Exterior stairways shall not project into ~/!the ~c.. Minimum width is 30". 3 foot setback from the property lines. Sec. 3305(n) The all and . :offits . of,the enclosed useable r i space unde erior ta rs shall,b,e protecte ...on the enclosed side as required for.one-;-hour fire-:esistive construction. Sec. 3305(m) Minimum construction specifications shall be made a part of the approved.plans. (See attached) E. ROOFING Specify roof pitch. Roof pitch is not adequate for roof type specified. 'Specify minimum pitch of /i_21~"Specify roof material and application. 73. Specify I.C.B.O. approval number for roof materials not covered in UBC. 7 ,X./Specify roof slope for drainage or design ~o support accumulated water. Sec. 3207(a) Sshow roof drains and overflowl. 4ec. __ 221A) 7 Provide skylight details to show compliance ith Sections 3401 and 5207 or provide rCBO , ~ipth .p r approSveacLtnumber. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. ~how attic vent ilation. Minimum ve nt.area is 1/150 of attic area or 1/300 of attice ~rea if at least 50% of the required vent is at least 3 feet.above ceiling joists. Sec. 3205(c) show 1 3/8"'solid core self-closing door d for openings between garage and dwelling. Sec. 101 W 3_ Garages are not permitted to open, into x & room used for sleeping purposes. See. 1104 4. Openings between carport and residence require self-closinq doors and stationary windows. Sec. 1214 Show garage framing section, size of header' over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8*. Table 24-1 X1_ Doors between dwellings'and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the.building. If the differenc'e in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). Provide 18' raised platforms for any FAU, water heater, or any other device which generate a flame or park, Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform.. H. 14ASONRY H. FOUNDATION REQUIREMENTS 'XnProvide* fireplace construction details or 9. Note on plans that"A soils engineer shall ote construction to be per attached fireplace I --- any unanticipated uncompacted fill standard drawing. Sec. 3707 or expansive soil or other soil problems . Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(a) regarding ties and 09 wire in horizontal joints or note construction to be perattached sheets.30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note,that cleanout openings shall be'provided at the bottom of all cells to be grout filled over 4 1 in a single pour. Cleanout shall nspe on, be sealed before grouting, after inspection. Sec. 2415 9 Showfloor and roof.connections to masonry 0 _ . r wells. connection shall resist 200 pounds ."Ve Or s I.. par lineal foot or the actual design load, whichever is greater. Sec. 2310 Pr_.vid. ~a_ta-ri_.t-Tpe_cifi~~tio.. for mortar, grout, masonry and reinforcing steel. See. 2403 I~Y Show how masonry house walls retaining earth -are t6 be waterproofed.',Provide detail. Note that special inspection of the masonry will be required for G. GARAGE AND CARPORTS arage requires ohe-nhour fire protection 'ra , on the garage side of wells and ceilings common to the dwelling. Table 5-B Sec.303(b) X~All elements supporting floor above garage _;to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and p_s t~, posts, not within the wall or ceiling con- 3truction, must comply with UBC. Table 43-A,, or be minimum 6" dimension beam and minimum 8 8 . Y ' by 8" post. TE, disclosed during construction". Sec.306(a)12. 120 Submit soils classification terml atio by a licensed engineer or architect -based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearIn value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 290S The foundation plan does not comply with the soil report recommendation for this project Y~Provide notes on the foundation plan listing the soils r6port recommendations for foundations. slab and building pad preparation. Note on the foundation plan that *Prior to the Contractor requesting a Building Depart;ftent foundation inspection, the soils engineer shall advise"the Building Official in wri ' ting that: the ' building pad was preparedift accor-. dance with the soils-report: the utility trenches have.been properly and compacted,' and: the foundation excivatio.ns,'forminq and reinforcement comply with the soils report'and approved plan.*' 1 Provide'spread footings for concentrated loads designed for 1,000 OsF soil bearing or per bearing value as determined by an engineer or architect.' Chapter 29 SkEl _S ni I C ~2Note Show height of ,all foundation'walls. Chapter 23 11 cross bridging or blocking. Floor I I Show height of r ' atained'earth on all foundation 3oists and rafters more than 12" in depth and'spanning more than 8 feet shall be 23 walls. Chapter Z Show distance of foundation to edge of supported laterally by bridging at intervals. not exceeding 8 feet. Sec.'2506(q) cut or fill slopes and show steepnass and ' Show blocking at ends and at supports heights of cuts and !ills. Chapter 29 of*floor joists. and for rafters at exterior Note on plans that wood shal - I be 6*.abov6 walls. Sec. 2506(q) 1 0 finish grade. Sec. 2417(c) 7.' Note on that surface water will drain plans ~*e Show solid blocking at ridge line and at exterior walls on trussed roofs.. away from b uilding and show drainage pattern Sec. 2506(q) ' and key elevations. Sec. 2905(f) Show double joists., Floor joists shall' '1~ be doubled under bearing partitions running Dimension foundation per Table,29A.. with the joists. Sec. 2518(d) 5 /parallel 6. Show rafter ties. Rafter ties shall be TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING spaced not more than 4 feet on center WALLS-MINIMUM REQUIREMENTS where rafters and ceilinq -joists are not allel Sec 1912lui OEM or FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS Of OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE' STORIES (Inches) "Inchies) (inches) or GROUND AND FINISH CONCRM UNIT MUONAT GRADE (inches) a 12 6 8 8 15 1 is 3 10 10 is 8 24 1.,~~Show rafter purlin braces to be not-less than 451degrees to the horizontal. Sec. 25 8( I Show 1/2' minimum clearance between top plate of interior partitions and bottom, chord of trusses., (To ensure loading will be-as designed.) Show double top plate with minimum 48" lao splice. See. 2518(g)4 ,~;e Show nailing will be in compliance with Table 25-P.' NOTES: ~rov a re stops between stories, between top story and roof space, at ceilings %Vhere unusual conditioTtior ftost conditions are found. footinp and and.floor levels in interior and exterior foundations shall be as requ red in Section 2907 ia). walls, in mansard roof or eyebrow so'no Ile ground under the floor may be excavated to the elevation of the top,of the footina. concealed or furred space is greater than. 10' horizontally or vertically, between stair stringers at top and'bottom and Show foundation sills to.be pressure treated, between studs-alonq and in Line with stair or equal. Sec. 2517(c) 3. run adjoining stud walls and partitions, at perimeter of sliding door packets. I Show foundation bolt s'ize and specing. X-, between chimney and wood frame using metal Sec. 1907(e) or incombustibles for the fire stop and /4 ~J Specify size, IC3'0 number and manufacturer at other places that could afford.passage of poweg driven.pins. Show edge and end of.fiame. Sec. 2517(f) ,distance and spacing. Sec~. 3,06(f) Show size, imbedment and Location of hold Show stud size and spacing. maximum allow- able stud heights: 2"x4'@ 16" is 14'; down anchors on foundation plan.' Sec. 2312(f) 3*x4'~1"x11*@ 16"o,C, is 20'. Sec. 2518(g)2 Note on plan that hold down anchors must be tied in plate prior to foundation inspection_ Sec. 2312(f) "o Note an.A.,I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) _M-7. Show adequate footings. under'all shear Detail all post to beam and post to footing walls. Sec. 2311( e) connections. Sec. 2517(c) 4 Show stapped.foctinqs for slopes steeper than 1:1,0.' Sec. 2907(c) IYK- Specify nail size and spacing for all shear walls, floor and roof diaohraqms~. 'grade Show minimum 1'81 clearance from' to Indicate required blocking. kalntain bottom of floor joists'and minimum 12" maximum diaphragm dimension ratios. clearance to bottom of. girders. Sec. 2517 (Tables-1,J,K). 11~w-Show pier size,,spacinq and depth into undisturbed soil. Table 29-A ;X'6"- Show 3 * x4 or 2b*x6* studs in.first stori I Show minimum under floor access of 18"x 24". of three :tory uilding. Sec. 2518(f) Sec. 2517 Provide.truss details and truss calculations. Show minimum under floor ventilation' equal. Provide.roof framing plan. Sec. 302(&)7 to I In sq. ft..~for each 25-lineal feet Provi . de framinq,sections through of* exterior foundatiori iwkth'openinqs as" close to corners as p"cticable to provide cross ventilation od at ' least two approximate- Section 30Va) 7 ly opposite. sides..' Sec. 2517 1 Specify all header sizes for opening over FRAMING 4 - wi4j'.. Sec. 25 a Show all joists, rafters, beams, and posts 181 `.Provide calculations for. PL~L- F;7-AMI I Vey 2 " to 4 * t It i CA to be No*. 2 drade'Douqlas ~bbyZ~. t=Dfo - 4 L Fir-Larch or-better.. All 'posts and' beams 5" and th icker shall be No.J Grad Douglas 7 C 0 lu Xxa-- t;-rj 0 It -- - - s~ubct ~~~-a 11111~1 r:eas je to water Fir-Lar'ch iir ,better. (Table 25-4-e. 1) iplash exterior.lotiaticitis, wood columns" and posts Show wall bracing. every exterior wood -shall be supported by piers projecting stud wall and main cross partition. shall at least 2' above the finished grade and be braced at each end and at least every' shall bear on a metal base plate or treated ~25 feet of length -with lx4. diagonal wood unless the columns or posts are foun- let-in brace or equivalent. Sec. 2518(9)5 dation gra wo, od or cedar. Sec. 2Sl7(c)4 _(:I!~S~!Show ipcationof attic access with minimun Show access the Attic or under floor i-jmun si , za*22" x 30'.. S . ec 3205 ss w h furnace to be minimum'30 inches by 30 -inch - as. Sec. 708 4'709 U14C J414"." Sh draf~ s~7- ow aparation for attic areas 2 Note that Passageway to'the attic fux in excess' of 3,0 - 00 sq.ft. Sac ' * 12,11 shall be unobstructed and have continuous Show draft separation' for space between solid flooring not less than'24'inches dropped ceilings' - and floor above in excess wide. Sec 708 UMC of 1,000 sq.ft. 'Sec..2517 2 Show permanent electrical outlet and Specify plywood grade and panel indenti- lighting fixture controlled by a switch' fication index. Table 25-J for the attic furnace. Sec. 109 UMC when roof pitch is less than 3:12, design 2 Show details to comply with Section -709 ridge asi a beam. Sec. 2518 '(h) for furnace under the floor, Section 708 for attic furnace, or Section 710 for Wood roof or outside furnace. shear walls shall not be used to resist horizontal forces contributed by Note an plan, gas vents and non-combU3tibLe masonry in buildings over one story in piping passing through three floors or height, Sec* 2116(b) less shall be effectively,draft stopped Gypsum lath and plaster, * gypsum sheathing at each floor or coiling. UBC Sec.-1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist 9. ELECTRICAL (National Electrical Code) forces-imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 47-1 Code XO If cripple wall studs are less than W, Note on the plan the amperage of electrical - framing shall be solid blocking. Sec.2518(9)6 service. Cripple wall studs exceeding 4 'feet in If the electrical insta . llation is Tore >j f1l"height shall be i inch by 4 inch or 2 Z-han 200 amperes, show panel location inches by 6 inches when supporting 2 stories- and provide a single line diagram and Sec. 2518(q)6 load"calculations including: Wiring method employed. re nD )4_2"' Show plywood sheathing over''exp6sed eavesf Sizes of all conductors, switches, or other weathar*exposed areas,. is exterior grade. Sec. 2517(g) 3 circuit: breakers, fuses, and conduits. , C. Approximate Length of service feeder.. Show a weep screed at the foundation plate d. Provide plot plan showing services. line on all exterior stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(e) u.s and load distribution on panel busses. a. Provide typical panel schedule(s). Provide an approved waterproof building ~~-paper under wood siding. Sec. 1701(a) PC - Dwellings re~rjire minimum 100 amp service. I Specify*an approved flashing for exterior Show location of all electrical receptacles. openings and parapet wells. See. 3208 . Electrical receptacle locations and/or I ! Show corridor.width to be minimum W. spacing is not adequate~in Sec. 3304(b) PI~Spec, fy truss layout for 36" x 30.11attic access. At least one receptacle shall be installed Ye outdoors, in baseme ' nts and attached garages f 'PIK Ridges, hips, and valleys shall be at other than laundry outlets. Art. 210-25(b) least one size larger than supported Show minimum dwelling.liqhting (NEC rafters. Sec. 2518(h) 3 IP41, Art. 210-2~(a) and GFVS in garage, baths id 1 3 "frov * de meta straps acros ridge beam and outdoors. NEC Art. 210-8(a). i a f and rafters. 0 F Note 'UFER* ground to be provided (NEC). MECHANI 6 r CLE Art. 250-81 ~,10 Oj ICAL 1V1nj(S'Y-~M ~)b a . . ....... All heating, ventilating, and cooling syst s and appl iances shall comply with . the Uniform. H h nical Code. L. PLUMBING (Uniform Plumbing Code) Show the size, location and type of all All plumbing :khall comply with the Unifrom e: , ti:q and cooling appliances or systems. Plumbing Code. 2~S h ource of combustion air for'-furnace w w ill comply with ChApar 6, U*M,C* 236. Show water heater size, type and location on plans Every dwelling unit shall be Provided with heating facilities capable of maintain- 23 Show method of providing combu Ttion ~&~ir~ to ing a room temperature of 70* F. at 3 to ual burning wateLr_1xek;q;,_Sqs. .110_~ feet above the floor in all habitable 2 Fuel combustion water heater shall not be roomi. Show basis for compliance. UBC installed in bath or bedroom or in a closet ac. 1211 opening into bath or- bedroom. Sec., 1309 Show minimu 36"de*p unobstructed working 2 Provide ad6quate b - arrier to protect water. space in front.of furnace. hedte'r from vehicle damage. Sec. 1310 2 . Note an plans,clearances to be per manufac- Show T and P valvo-on water heater and ~~:urers listing. -Sec. 704 UNC show route of,discharge line to exterior 'urnace.shall not-be installed under any, Sec. 1007(a) tairw.ay. Sec.'704 UMC Provide dryer vent to outside.. UNC Furnace shall not . be installed in any. Sec. 1903 ~Z:Sedroom, bathroom, closet, or in confined Note on the*plan that hose.bibbs and lawn space with access only through such room, spF'inkler sy3tems shall have approved unless specified as dir * act vent appliance, backflow prevention devices. Sec. 100,3. enclosed furnace or electric heating appliance. Sho r stall shall a 30'circle Sec..704 UMC we . . ;cc modate a and eve a mini um loor area of 900 sq.in. Show ICBO approval for prefab fireplace upc 909(d) and provide approved installation instructions. at job site. Note at.th* exterior wall fireplace t3- minimum six square inches,of outside air: to Save qlaa ar'm*tal door covering the entire :.ninq of the firebox, to have tigtit;fittinq damper with readily ac.essibl control and.should not have-& continuous burning pilot light*.* 28). 'Note ducts shall comply.with Chapter 10. 1976 UNC and shall be tightly sealed with mastic or tape. Note at the water heater location *water heater to have wrap of R-12 external insulation*. 28 Note, where water heater is in unconditioned space. the first five feet of outL*t pipe to have R-3 wrap. Note all circulating hot water pipes in unconditioned spaces shall be insulated. Note that all gas fired heating and cooling appliances. show rs and faucets shall comply with the Energy Efficiency Standards. 0~~Show. at bath and kitchen, that the general lighting shall have &h efficiency of not less than 25 It, ns per wait i.e. florescent. 30 No a that heating or cooling systems ,e ncapt heat pumps) shall have a. automatic thermostat with.machanian which can be manually programmed to automatically set back the thermostat sot points for at least two periods within 14 hour., 9_ Show the six*. type and location of the space heating for cooling) system and provide energy calculations if the output STU/Hr. exceeds 45-..000 STU/W. output. Show "to and madeL for "A and water heater or* an state appsew list.' Ouedoor POOLS With fOG4&1 fuel ft*GCSCI requias POOL covets as well as acnec energy sav&Aq devices suc.11 as tz" clocJss. etc. .20-1,406 0. MISC=j.ANrdUS Show a minimum 2' air space and flashing between planter and building walls. Sec. 2517(e) Specify material to be used under the shower tile. Sec. 1707(a) Specify lath and piaster to comply with Chapter 47, UBC. Joe Two 3/4' copper pipes must be installed , from water heater location to convenient location of future solar panels (City Ord.) Provide.sloeves (roof jacks).in roof for two future 3/A' copper Pipes to cunvenient location of future solar panels (City Ord.) late chat solar water piping is to be insulated in areas that are not heated or tooled. (City Ord.) 0 Building plans are substa~ntially correct and complete. Sys Dates Building plans would be 'substantially correct slid. complete is minor corrections are made at counter. Bye Date: Cj ~ilding plans require maJor corrections and plate,plan'r*chock. by Plan Check , V~~anqinier, is required. Sys -:::, I YV\ Dates -Z If you have.any questions regarding this I n check please call z3-1 VVN at ~~08\,V ~:7,6-c) —14_z e:a., we would 4120 be Pleased to meet with you. at no charge. if additional assistance is needed. .40C§Z . N UtxTicm (-OUPLEM I Show .1 ts&'.s of dup'Lax --,,pon Party) 4ssufflaiLes to scn&dvo I Sound * r~snsmLss&on Ct,lss (M)'"C"9 L n -4& 1 Ls , ai-`50 decibies .1n4 in copact Inaulacion Class (CIC) r3tLnq an tlaur... coi.l.i.nq of i(l d*cibl*s. Title 23 Show now penetration Of &S~ssmof,jos for Piping. 4L*dtX%CaL devices- recessed Cab&AOC3. bathtubs. soffits . or heating v*nC1lJkC1Aq- , or axnausc ducts shall be Sealed. tined. or insulated to m4.LncA&n required sound / ersnassi,ass.on rating. 'rtCL* 25 Provide ifle'uLacion in walls aW coiLinq to achieve STC of 50 b*60011 garage and tied livinq,area if qsraq* use is not Contra by resident Title IS. a. 1012R= COMERVATIONs -Please Read Now State Mandated Regulations (Calif. Admin. Code) became 'effective June 16. 1983 and require that the design Satisfy one of the alternative energy packages (swis attached packages A. B. C. 1. 2. 3. 4 and AS 163). The law also requires that many mandatory tion items be satisfied. T,S:,r,va,,, is in Zone Copies of the Residential Energy Conservation Manual may be obtained froms Publications Unit. California Energy Commission. 1111 How* Ave, HS-50. Sacramento. California 95a25. (Tel. (916) 920-6216)). California Building Officials also maintain a telephone *hotline' between 1000 A.M. and Noon and IsQ0 P.M. to 4:00 P.M. at (916) 456-3823. Show an th titl sheet of the plans. th alttrn:tive :n*rqy package that we: Selected i.*. A, B. C. 1. 2. 11 4. or AS 163 to*show compliance, and provide calculations and other data. appropriate to that selected package. 2 The responsible designer should sign a statement. an the plan title shoot. 'The design submitted substantially .conforms to the Energy Regulations for Residential Buildings'. 'Pe Show the *R* value for the walls and ceiling and'related areas. 27S. Note that the insulation used Shall comply with California Quality Standards. 276. Kate the-insulation installer shall post a signed certificate, in a conspicious place in the building, stating the insulation complies with Title 24. Chapter 2-~3 and Title 20. Chapter.2. Subchapter 4. Article 3. Note dears and windows. including skyliqbta. between conditioned'and non-conditionod .spa ce shall be fully weatherstripped. Note an the framinq plan that weather- stripping. caulking or sealants must be used to limit filtration in the. building an . ve at fall . owing locationes lap@ - the Exterior j i. ts *around windows and door frames: between wall sole plates and floors. and uwtwi*n ext*rior we&& pan*La; popetrations"n walls. ceilings, and floors for plumbing, electricity. and gas lines. openings in attic floarss -and all other. openings in tho'building ,/en.velopq. I Note that doors and windows to be certified and * laoss led as complying with the Energy Regulations. ,~Od' Note f:ns exhausting air to have back . draft &xspecs. I Re: Levitz Residence 2653 Obe'lisco Place Carlsbad, CA , 92008 Plan ID No. .84-33 D. A. Bowen & Associates General Contractor, State License #4372,04 5076 Btillo Street San Diego'! CA 9,2117 June 26 1984 City- of Cai~l.sbad 1200 Elm Carlsbad, CA, 92008, -Sir Dear The purpose of the re-subin.ittal-is to show the, the'Architect and,,Engineer'have made in the Foundation. Primarily, due to.differen'ces in'the existing grade.elevation, the;following -changes have been made: Detail 6/6-Garden Retaining Wall This revised detail allows for the increased- height requirements existing at the north- ~east corner of the ho 'use.. Detail 7 /6 'E'x'terior Wall— Between House and Patio The original plans requested a concrete block retaining wall with backfill material , forming the base -for'the patio's concrete slab. This,retaining wall has been replaced by a wood-fr ' ame pony wall with shear paneling ,and, hold, -down,, hardware-, as, shown. Detail' 8/7'Retaining. Wall'- This detail wa's added to be used on those wal1s,,once specified by 5/6. Detail 11/7 Shear Wall Footing Interior Wall wall was re-enforced by additional shear p a~ne eling-and;lc-irger',-a.hchbr bolts. Sin 1 Y c D . A Bowen ESGIL CORPORATION Ju Date 1 risdidtio.n- (3 Bld g. Dept. Prepared'by: 'VALUATION AND, PLAN -CHECK FEE E3 Esgi.l. PLAN, CHECK NO BUILDING ADDRESS APPLICANT/CONTACT P H 0 NE 'N 0 113 2 BUILDING OCCUPANCY 'DESIGNER PHONE. ,TYPE OF CONSTRUCTION. 'CONTRACTOR PHONE APPLICANT COPY <ZZCIT~YCO!Py~ LD PLAN CHECKER COPY AoAe Citp of Carl9bab JURISDICTION: DATE PROJECT ADDRESS:, 00ez TO: EV 4 P,) 77~ L4 / ?I- rftC /-S 70 OXeWell-,r 15 iV.0r&_r,7 7V &t—_ ~57X~y -7 U0715f 7T, COACS 7LO C-'q~c_s &"S01L_5 eel ~qjlCS PLAN CORRECTION SHEET. Plan Check No. 931-93 it-, plans ro!ccived by jurisdiction -7- Je 3113 *14t# plans received by plan checker e Date initial plan check completed `by2~_ ;;70 FA9EWOPOi PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code. National Ele7ctrical Code and state laws regulating energy conservation, noise attenuation and access for the ha.-.dicapped. The plan check is based on regulations enforced by the Building inspection Zepartment. You may have other corrections b?:ed on laws and ordinances enforced by the P nning Department. Engineering Department or other departments. The items circled below need clarification, rodification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Ter Sec. 303 (c). 1979 Uniform Building Code. the approval of th* plans does not permit the violation of any state, county or city law. PUANS Please make all corrections on the original tracings and submit two new sets of prints. ' nJ any original plan sets that may have 'been returned to you by the jurisdiction. 6712 ZE5~~vz_ 5-60 / 44&,3 To facilitate rechecking. please identify, ~e h: tpto each circled item. the sheet of lans upon which each correction on Zhis sheet ha:tbeen m ;de , :nd retur'n this check a heet w h.the ev ed plans. . Citp of Carlsbab PLAN CHECK NO. OWNER PLAN RECT. PLAN CHK'D. CHK'D.-BY 11-1dilos 'up x0 Coln (2 5- 07 814 A MAO n &PO 7-P /9- PLAN CHECK RUMBER 4~~33 ADDRESS_ . (~ ~,l /~~' — DATE ~1-.IA PLANNING,~- TYPE -OF STRUCTURE 5~~06 ZONE: SCHOOL FEES: SAN DIEGUITO CARLSBAD % COVERAGE BUILDING HEIGHT FENCESNALLS TWO CAR GARAGE ENCINITAS ARCOS , al- -~AJ:Jf)~XttUIRED SETBACKS FRONT SIDE_ REAR L dJ 7ir Lu u-j COMMENT S., Ll REDEVELUOPHIENIT APPROVAL RFQUIRED: LQ L.) cr: u.J C—) UJ '(L) =' I ] LANDSCAPE PLAN COMMENTS: Al A-- '~/- Z ll~ ENVIRONMENTAL REQUIRED:~ .17— o /y/ /m ~ ~--- /t/ -T— ADDITIONAL COMMENTS: I - C~K TG 'ISS-UE. u A rE - 0 K 1 ."0 - F , I NAL: DATE: ENGINEERING LEGAL DESC RIPTION VERIFIED? CHECKEDAV~--. P.F.F.—, PARK IN LIEU A- oai sh9c"m. &Qegw~ R.O,t4,- IMPROVEMEN'rs: v,^fjv ~z 1000 E 0. U: SEWER ol U4 LATERAL, DRIVEWAY: ZD GRADING PERMIT- DRAINAGE: EASEMENTS: ADDITIONAL COMMENTS: 1,otzm,6,c-s uj UN lu ISSUE: DATE: * ENGINEERING INSPECTION IRED: PUBLIC'WORKS INSPECTOR: 'FINAL OK: DATE: IF THIS ITEM IS NOT CHECKED 9 BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB ""UT, DRAINAGE, ETC.) 1111 -g Lw e C7~ 0' 1141-' 0 .vo /,7 31#, CIS 7' 772 SA e ~a ,` .-0 .33 x/o - -- 7-9 6(:~P)C 46 1 X6 kx6 74, t/ ee tv 76 46 ..,460 ve Ca IC PV1 Z-12 ..k-ey ag L 71- F v 07~ X 3,1 1 ,4 -Fag;; IX~ 142 CaO T~T 'S L' C 13. 4o,.. ................. Si Ale 3, 76 /67 87 19 (14 S -e '0 30 -;aj ny :,,SHEET f-HK.0 MY .......... ... ....... ........... ....... ------ Zf 2 x4-: p_.."') us e. D 174, 32 -9 A 0 G~Z 78 7f7 D A~, F --------- : s tj a ,:l .......... a—L7 e 2 2- 154~- 'roo, X, 186 4 -R 32 8 3700 L I rl co- 70/ —33 ;, rj, LIVE ,74 3 Poe XZA LEIGHTOWa'nd ~'ASSOCIATES'--- (OX SOIL ENGINEERING GEOLOGY GFOPHYSICS' GROUND WATER HAZARDOUS WASTES March 30, 1984 ~Proje' -01 ct No. 4840249 TO: Bud Bowen 5076 Bril'lo Street 'San Diego, Cal.ifornia 92117. SUBJECT:. Levitz Residence,,L6t 674 Obelisk 0 Court, Carlsbad, California Introduction This report presents the Y~es'ults of our geotechnical -investigAtio'n at the subj ect, site. *Our investigation clonsis,ted of a review-of-literature (Appendix A),'field exploration, laborat'ory.testing,-engineering and geologic analysis of the fiel'd and laboratory data, and preparation of this report.' Site Description The Site consists,of a vacant '0.98+-. a cr e' residential lot- (Lot 674) located at Obelisko Street, Carlsbad,~California,.(see Index Map, pag'e-2). jhe pro* perty slopes down from Obelisko Stre ' et-at variable gen$le inclinations. Site elevations vary between 589 feet (MSL)*on-theeast to 550--(MSL) on the west. Much of the vegeta- tio'n,has been stripped ,from,the site., kelativel -minor loose,piles,of -fill soils y and rock boulders e xi, s.t on~the site. Proposed Development Proposed development consists, of a one~story,. wood-frame,, single-family residence, founded on perimeter.and isolated perimeter footings,, with'raised wood floors. An 8-foot.high retaining wall is planned at'the rear of -the residence to contain a swimmingv~pool and concrete deck. 4393.VIEWRIDGE AVENUE,'SUITE D, SAN DIEGO, CALIFORNIA 92123 -4567 (619) 292-8030 (800)253 IRVINE WESTLAKE/VENTURA 19 DIAMOND BAR/WALNUT :SAN BERNARDIN01 RIVERSIDE SAN DIEGO PALM DESERT SANTA CLARITA/VALENCIA I . I I I I .1 I I I I I I I j I g BASE MAP: Aerial Floto-Map Book, Page E8 HN Levitz Res'idence/La Costa Carlsbad, California I - 0 2000 4000 scale feet Fioure 1 SITE LOCATION MAP ProJect No. 4840249-01 LEIGHTON and ASSOCIATES INCORPORATED1 11 4840249-01 We understand that building loads will be typical'for.this type of light construc- tion. Grading Wch will result -in~~backfilling~bf'-the 'retaining wal-I to a maximum. depth .of 8 feet - is. planned. We.understand that. the fill materials utilized dur--~ ing grading will consist largely of imported sandy soils. It is also understood that the imported fill will be derived from a borrow site of Torrey Sandstone that is located in the vicinity of La Costa Avenueand El Camino Real.in Carlsbad, California. Subsurface Exploration Subsurface conditions were explored on March 21, 1984, by our engineering geologist who logged and sampled three dozer.test trenches and'performed a geologic recon- naissance of the site... The approximate locations of the trenches and geologic conditions are shown on Figure 2, Geotechnical,Map. The logs of the trenches are attached (Appendix B). Laboratory Testing' Laboratory tests were performed on ' bul.k samples obtained during the field explora- tion. Laboratory testing consisted of expansion index and moisture content.- The test results will be sent as an addendum upon completion of laboratory analysis. Soil and Geoloqic Conditions The.site is underl,ain'by fill soils, topsoils,and the Santiago Peak Volcanics. Each of these are described below: 9 Fill Soils - Relative minor amounts of fill soils occur on the site afthe approximate location shown on the Geotechnical ' Map, Figure 2. The fill con- si'sts of light gray-brown, sil-ty,sands. In addition,...:several.'piles of rock boulders are 'scattered on the site. * Topsoils - The entire site is generally underlain-by potenti-al.ly compressible topsoils varying from 1 to 2 feet in depth. The topsoils are compo . sed of brown to. red-broiWn, dry to moist, loose to stiff,,silty fine sands with rock fragments. Due to their compressible nature,-the topsoils .will require removal/ recompaction in the.area of grading. * Santiago Peak Volcanics. Formationalsoils consisting of low to moderately expansive, orange to light.gray metavolcanic rock of the Juras.sic-aged Santiago Peak Volcanics underlie the entire site. This unit was found to be mas sive and extremely resistant to excavation with a dozer. The Santiago Peak Volcanics possess excellent structural properties relevant to slope stability and foundation bearing capacity. Due to the highly:resistant nature ,of the Santiago Peak Volcanics, difficulty of excavation (i.e., for utilities, foundations, etc.) should:be an'tici.poted. It is assumed that no major excavations into the Santiago Peak -Volcanics are proposed'(which would encounter*nonrippable rock). -2- LEIGHTON and ASSOCIATES INCORPORATED 11 I i I I I 11 I 4840249-01 Ground Water Ground water was not observed duri n 9'our i,nvestigat.ion. Since no deep-excavations are planned, ground -water seepage proobl.ems'af-e not anticipated to be a factor relevant to site development. Faulting and Seismicity A review of available geologi ' c literature indicated that there are no known active or potentially active'faults on or'in the immediate vicinity of the site. The neares ' t major active faults are.the Elsinore fault and San.Jacinto fault, located approximately 23 miles and 47 miles to the northeast, respectively. The closest potentially'active fault.is the postulated offshore"extension of the Rose Canyon fault,-located approximately-8 miles.west of the site.~, The seismic~hazard most likely to impact the subject site is groundshaking fol- lowing a large -earthquake on one of. the major active regional faults.' The Elsinore., fault is the most likely fault to affect the site with groundshaking, should an earthquake octureon the faul-t. ' A maximum probable.event-on the Elsinore fault could produce a peak horizontal acceleration of about 0.171 at the site. The pro- posed building should be designed,to meet the seismic design requirements of the Uniform Building Code or Structural Engineers Association of California. LEIGHTON and ASSOCIATES INCORPORATED 4840249-01 CONCLUSIONS AND RECOMMENDATIONS General Based on our site evaluation -it is our opinion that the-proposed construction.is feasi'ble from a geotechnical standpoint provided the following recommendations are incorporated into'the design and construction of the project. 'There are no geotechnical constraints present on the site which,cannot be mitigated*by proper planning, design, and sound con'struc-tion..practic.e. Site Grading Prior to grading, areas to be graded should be cleared of surface obstructions -and stripped of brush and vegetation. 'Vegetation from the clearing operation should be removed from the site. ~Obstructions which extend bel.ow finish.grade should be removed and replaced with compacted fill. In fill areas, any unsuitable/lobse -soils and topsoils should be removed down to bedrock. Following the removal of unsuitable soils, all areas to receive fill should be scarified to a depth of~6 inches, brought to near optimum conditions and compacted to at least 90 percent relative compaction (ASTM D1557-82).. Fill constructed on natural slopes steeper than 5:1 (horizontal.to vertida-1) should be.keyed and benched into competent.materials.''Compaction of slopes should be achieved by overbuilding theslopes laterally and then cutting back to the design line and grade or by backrolling with sheepsfoot rollers at intervals not greater than 4 feet as the fill is placed, followed by final compaction of the entire-slope. Feathering of fill over the tops of.slopes should hot.,be permitted. Any fil.1 soils pl . aced in conjunction with the proposed construction shoul - d'be compacted to at.least 90.percent relative compaction (ASTM D1557-82),'under the testing and observation..~of the geotechn.ical..consul.tant. Imported fill soils should consist of granular, nonexpan'sive soil~that has been ' approved by the geotechnical consultant prior to del.ivery to the site. Our evalu- ation.indicates-that import soils obtained from the previous ' ly discussed proposed borrow site, is generally suitable for use as fill at the site. Foundation and Slab Design FoOndations and slabs should be''designed in accordan c . e with structural considera- tions * and -the following recommendations. These recommendations assume that moderately expansive soils will be removed within three feet-of pad .'9rade. We assume that fin.i.sh grade soils will-then have a low potential for expa.nsion..,This should. be confirmed by performing expansion tests on the pad soils ' As necessary during*grad.ing... Special foundation designs in accordance with the attached Table I would be required.if.highly expansive soils are placed.within 3 feet.bf finish pad grade. I -4- LEIGHTON and ASSOCIATES INCORPORATED I I I I 484'0249-01 e Foundations The proposed building may be su * pported ' ..on continuous footings bearing in dense natural or compacted fill soils at.a minimum depth of 18 inches beneath lowest adjacent finished grade. At this depth, footings may be'designed for an allow- able soil. bearing value of 2,60.0 pounds per square-foot. This.v'alue may be increased by one-third for loads of short duration including wind or seismic forces. Footings should h.ave a minimum width of 12 inches and reinforcement consisting,of two No. 4 rebars.(top and, bottom of each footing). Effort should be.made to prevent large moisture.iariations of the underlying soils by -pro- viding positi've drainage away from the building foundation. 9 Floor Slabs Slabs founded on nonexp ans ive soils-should have a minim um thickness of 4 inches. (nominal) and be underlain-by a 6'mil visqueen moisture barrier protected with a 2-inch3ayer of clean sand. Slabs should be reinforced with a 6x6-10/10 welded'wire mesh placed at mid7height in the slab. v Lateral Earth Pressures Cantilever retaining-walls-(fre e to rotate)*retaini ng nonexpansive granular soils maybe designed for an active equivalent fluid pressure of 35 pounds per cubic foot. Restrained walls should be *designed for an additional 5 X H pounds per square foot (where H = height of wall in feet)., Those values assume a level backfill and free~-drainii.hg conditions.. Drainage should'.be provided as indicated in Figure 2. Any surcharge from adjacent loadings should be evaluated by the structural engineers, i.n conjunction with the geotethnical engineer. 9 Lateral- Load Resistance Footings or slabs founded in natural soils or compacted fill may be.designed for a passive lateral bearing,pressure of 200 pounds per square foot per foot of depth.- A coefficient of friction against sliding.between concrete-.and soil of 0.30 may be assu ' med. These'values may be increased by-one-thi rd when considering loads of short duration including wind or seismic forces. .Trench Excavations and Backfill Excavation of trench es deeper than two feet in the Santiago Peak Volcanics will encounter extremely difficult'ripping and/or nonrippable conditions. The on-site soils and proposed'imported soils may be used as trench I backfill providing they are screened,of cob ' ble sizes over 8 inches in dimension and , organic matter. Trench backfill should be cor6pacted.in uniform lifts (not exceeding 8 inches in loose thickness) to at.least 90 percent relative compaction (ASTM D1557-82). Construction Inspection The~recommendations provided in tfiis report are based on subsurface conditions disclosed by our subsurface exploration. The interpolated subsurface conditions LEIGHTON and ASSOCIATES INCORPORATED 4840249-01 should,~be field checked during construction by.a* representative from Leighton and Associates. All.exc6vations should be geo,logical-ly'mapped for the presence of adverse geologic conditions by an engineering * geologist from Leighton and Associates during grading. All foundation exc - avations and grading operations. should- be observed by a representative of this firm so that construction is-'performed in accordance with the recommendations of thi, * s*rep6rt. Final project drawings should be reviewed.,by -this office;'prior to construction., This-opportUnity to be of serVice is sincerely appreciated. IfyoU should,have any questions regarding the contents of this. report, pleaseAo not hesitate to contact our office. Respectfully.suWitted,, LEIGHTON AND ASSOCIATES, INC., '~wski Bob Czarn Project Manager. Ernest R. Artim, CEG 1084 Chief.Engineering Geologist Avram Ninyo, RCE 29 ~38 Manager/Chief Geotechnical Engineer RC/EA/AN/kb Attachments: Figures, I and 2. Appendices A through C Di stri bution: (6) Addressee LEIGHTON, and ASSOCIATES INCORPORATED li GINWNGIMPERMS Pro$W NM. joMtz/Mos~. M Ofted do M MiNg M M M M~~ Project Number: 4840249-01 Elevation':. 580± TRENCH NO. W rcz Equipment: JD-350 Location:. See site plan S 0 V dO W 0 W ~A Z 9 0 IL -OuEr U GEOLOGIC GEOLOGIC ATTITUDES' DATE: 3-21-84' DESCRIPTION: UNIT Or @ Light tan to orange-brown,.damp, dense, silty fi,ne sand Toosoil SM with gravel to 411 . (Z Fractured -volcanic 'rock. Jsp -GRAPHIC REPRESENTATION SCALE': 1"' 2' SURFACE SLCOE:50 100 TREND:N-- C? '0 2 0. . -.1 ! 1 .... I— . * . a 1 —1 - i i i i . i I i - I . , — 1 .1 1 M . a 0 ProjlW.,N~ ~tj/MostM. M MWed Mps G IAMNG9%PEA% Project Number: 4840249-01 -Elevation*:. 580± TRENCH NO. 2 (A 0 Equipment: JD-350' Location: See site plan z a 0 010 dp 1A GEOLOGIC GEOLOGIC P1 0 U ATTITUDES DATE: 3-21-84 DESCRIPTION: UNIT -0 r Red-brown'to brown, dry, loose to medium dense, silty fine Slop,ewash SM 7 @ sand with gravel to 4". Orange-brown to tan, damp, dense, silty fine sand with Topsoil SM fractured metavolcanic-rock to 12". GRAPHIC REPRESENTATION SCALE: 111 21 SURFACE SLOPE: 80 TREND: N-S ............ 4 0 PrqhW NM _MtzAWosM. M MWedl* off. M -M M M M MWNGWPOWS Project Number: 4840249-01 - Elevation: 572± TRENCH NO. 3 Equipment: JD-350 Location,: #"S 0 $I* 0 10 op #A C 11 0 GEOLOGI C GEOLOGIC ATTITUDES DATE:,' 3-21 -84 DESCRIPTION: UNIT 0 O r z 0 Light tan to brange-brown, dry, medium dense, silty' fine Slopewash @ 2 W sand with volcanic boulders,to 18 inches. (Z Fractured volcahic rock. 'Jsp GRAPHIC REPRESENTATION SCALE: 1,, 2 SURFACE SLOPE: 50 TREND: N S '77 0 2 a A M FOUNDATIRN AND SLAB- RECOMMENDATIONS FOR EXPANSIVE S01 (ONE AND *WO-STORY RESIDENTIAL BUILDINGS) I-STORY FOOTINGS 2-STORY FOOT I NG S GARAGE DOOR GRADE BEAM LIVING AREA FLOOR SLABS EXPANSION 'INDEX EXPANSION INDEX* EXPANSION INDEX EXPANSION INDEX 0 ' 20 21 - so 1 51 ~- 90 .91 - 130 VERY LOW UPPASIM LOw EVAIISION FIED11,11VEXPANSIM N I Gil EVANS I Oil ALL FOOTINGS 12 ALL FOOTINGS 12 ERIOR FOOTINGS ERIOR FOOTINGS INCHES DEEP. INCHES DEEP. , WINCHES DEEP. WINCHES DEEP. FOOTINGS CONTINUOUS. SOOTIN~S CONTINUOUS. J~TERIOR FOOTINGS JITERIOR FOOTINGS NO STEEL REOU IR ED -NO. BAR 11,114TS DEEP. I NCgES DEEP. FOR EXPANSION FORCES. TOPAND.BOTTOM. BAR TOP AND -No. BAR TOP~AND BOTTOM., BOTTOM. ALL FOOTINGS 18. ALL FOOTINGS 18 ALL -FOOTINGS 18 TERIOR FOOTINGS ANCHES DEEP. INCHES DEEP., INCHES DEEP;- . it INCHES DEEP. FOOTINGS CONTINUOUS. OOTINJS CONTINUOUS. fOOTINPS CONTINUOUS.. TERIOR FOOTINGS NO STEEL REQUIRED I-NO BAR TOP I-NO. q BAR TOP AND 11 1 NCgES DEEP. FOR EXPANSION FORCES. AND iOTTOM. BOTTOM. -No BAR TOP AND ROTT6M. NOT REQUIRED. 12NOINCr S DEEP; 18 1 NCHES DEEP. 4 ,, 1NCgES DEEP. BAR TO -No. 4 BAR TOP AND - . BAR TOP AND AND BOTTOM. BOTTOM— BOTTOM. INCHES TH I CK 116HI8 THRICK. THICK. ~ X tNVgSWTHICK, NO MESH REQUIRE; PX67 W1 E LOOM WIRE IRE MESH FOR EXPANSION FORCES. 5LSH 8 MID-HEIGHT. ZESH 9 MID-HEIGKT 9 MID-HEIGHT. TO 90 BASE REQUIRED. INCHES, GRAVEL OR INCHES GRAVEL Oi NO..5 DOWELLS FROM MIL VISOUEEN JAND BASE. _tAND BASE. TING TO SLAB 9 ISTURE BARRIER PLUS NIL VISQUEEN NIL VISOUEEN INCHES ON CENTER. INCH SAND. MOISTYRE BARRIER MOISTPRE BARRIE 4TINCHES GRAVEL OR PLUS INCH SAND. PLUS I INCH SAND. JAND BASE. NIL VISOUEEN UnICT DC UADDICO I PLUS I INCH SAND. GARAGE FLOOR RINCHES THICK. THICK. V 615718. A_] T 2XjN;"gS THICK. SLABS NO MESH REQUIRED FOR - WIRE MESH bXb- WIRE MESH -b1b WIRE.MESH EXPANSION FORCES. OP QUARTER SLABS. OR QUARTER SLABS. OR QUARTER SLABS. NO BASE REQUIRED. ISOLATE FROM STEM ISOLATE FROM STEM ISOLATE FROM STEM NO MOISTURE BARRIER ALL FOOTINGS. ALL FOOTINGS. FOOTINGS. REQUIRED. I INCHES ROCK, X INCHES ROCK, GRAVEL rLL INCHES ROCK, GRAVEL GRAVEL OR SAND BASE. OR SAND BASE. OR SAND BASE. NO MOISTURE BARRIER NO.MOISTURE BARRIER NO MOISTURE BARFLIER REQUIRED. REQUIRED. REQUIRED. PRE-SOAKING NOT REQUIRED. SOAK TO INCHES .-SOAK TO 1; INCHES SOAK To 29 INCHES OF LIVING MOISTEN PRIOR TO DEPTH TO 41Z~ABOVE DEPTH TO 51 ABOVE DEPT14 TO 52 ABOVE AREA AND POURING CONCRETE. OPTIMUM MOISTURE OPTIMUM MOISTURE OPTIMUM MOISTURE "RAGE SLAB CONTENT. CONTENT'.. CONTENT. SOILS NOTES: 1) ALL DEPTHS ARE RELATIVE TO SLAB SUSCRADE. SPECIAL DESIGN IS REQUIRED FOR VERY HIGHLY EXPANSIVE SOILS. All footings should be'continuous. I I I - I I -- I SLAB SUBGRADE SAND LAYER VARE MESH DOWEL, when MqLiw*d sule-\, GRAVEL OR SAND WE, when rewred ".wvV1A-4, All' 4 REINFORCING DEPTH OF BAR, when jqm INTERIOR DEPTH OF DEPTH OF FOOTING EXTERIOR PRE-SOAKED FOOTING SOL INTERIOR----- FOOTING ---,EXTERIOR FOOTING FOUNDATION AND SLAB DETAIL not to scale 21 Reiaining Wal 1,,,' 0 0 Class 2 Permeable Filter 0 terial, Compacted*to Floor Slab minimum C 90 .peecenfrelative density*. Finis~ed Grade', 90 .0 0 0~0 0 0 :4",Diameter perforated a PVC pipe.(schedule 40 minimurn~ or equivalent)..'Minimum .Wall.Footing 1,percent gradient- to suitable o`utlet .,A , Minimum 6" layer of jilter rock beneath pi pe Based on ASTM D15'57-78 MG. -NO. . 69 SAN' MIODS UNIFIED SCHOOL DISTRICT PROJECT SERVICE AVAIL4BILITY IF= (Applicant fill in - print legibly) APPLICANT:— Phone No. -72 2 - Address:ZQZY C0TTA4F_ L,_~&J L) i STA CA clzo rr s, i io tj e Po a Foem L> ITR Phone No. Address: 11~ 2,(5 60R2F_WTb -'->A*J CA Jz a PROJECT DESCRIPTION' Project Address/Location Z (p 6 _3 0aat_1c Project Nam 4-A44S8,40 1 C,4 Project located on Assessnr's Parcel Numbers Assessor's Parcel No.(s): F-1~ 3. 17-1 Attach legaldescription if.necessax-y) 2. 4. Census 'Tract No. h2ject TYpe*(check one or more) Housing UYN -No. of D.U.'s No. of Bedroans F-1 h1inor Subdivision (TP?-4) Single Family 3 17 major Subdivision (7.1). Multiple Family Mobilehome Units 1 . Owner/applicant agrees to reconfirm this project with the issuing school district every 6 months unless such action is not required by the, district. District Phone 619-744-4776 Owner/applicant understand that the certification for school service contained.in this Project Service Availability Letter is no longer effective if the project is disapproved or if the con- ditional project approval (subdivision, permit, or other conditional use processes) expires. 3. The information I have pro Wed 'LS corTect. APPLICANT's SIGW Date SAN MR035 UNIFIED SOKOL DISWICF CERTIFICATION OF 904.ODL AVAILABIL17Y OR NON-AVAILABILITY Date: MD DAY 'YR TTW1 City of Carl sbad FMI:. School District San Marcos Unified Grades Served: K~12 School services and facilities are ccmmitted for this project. Services will be available .concurrent with project need based on a secured agreement'Mth the developer which has ,adequate financing and clear intent., 7be termination ckite ofthe document.is: See attarhed copy. OX The undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to the above described project concurrently with.the need of such project. ~Owner/applicant.has jAid the'required devO.IopElr's fee. 3_ F1 The undersigned school district hereby I certifies that it will not be able to provide adequate school services and facilities to the'above described project —concurrently with the need of such project because DISTRICT REPREsEmrmw, s siGNAnm Date May 7, 1984 ees Techynician Phone 744-4776 TITLE _Facilit WWTTP_rTJ7Jr FWTT~, YRJ5L-DTSTR1Cr PINW-OVNER/APPLICANT LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR.SEWER~ SERVICE Owner's Name 'Ed Friendl y Phone No. -879-0603 Mailing Address 1.110 Bel Air Place Los Angeles, CA 90049 Service Address: 4 Tract Description- lot 678, La Costa Meadows #4 Assessor's Parcel No. 215-440-02 Type of Building single family No. Units 1 Connection Fee $ 1,500.0 Lateral Size: 4" 611 811 Saddle — Easement Connection _Jpre-pd 200.00 Extra Footage: @ Extra Depth: @ $ 1,300.0 Lateral Fee Amount Rec'd Ck. No/Cash --tl:: Prorated Sewer Date Service Fee 1 2-22E__6101 - - Total $-T, 50-0. 00 Rec'd By The application must be signed by the owner (or his authorized representative) of the property to be_served.~ The total charges must be paid to the* District at the time the application is submitted. If a service 1ateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant!s building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The Connection of the applicant's building sewer to the service lateral shall be .made by the applicant at his expense. The 'connection Must be made in conform, i ty with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, LJUST. NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC_. TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE D.ISTRICT WILL BE CONSIDERE-9 INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the *date the District estimates that service will begin and covers the balance of the fiscal. year. There will be no additional- fee ' or refund if service actually commences on a different dat6. For succeeding fiscal years, the sewer service fee will be collected on the tax roll, in the same ma.nner as property taxes. The undersig ned hereby agrees that the 'above information given is correct and agrees/ ! to the conditions as stated. Owner's Sionature Patt Account No. 9