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Home My WebLink About2403 Levante St; ; 87-454; Permit"' z Q ... C a:: C ..... u w a C I[ u a:: ~ ... 5 • i? ... z ! z 0 ~ ~ z w IL :Ii 0 u II) ii: w "' a: 0 3: D I hereby affirm that I am licensed under provision, of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Co<:le, and my Ileen•• is in Pull force and ellact. I he-,eby aHirm ma1 1 am e1Cernpt from lhe Contr;ic.- ror"5 license L~w tar the-following reason (Set 7031 s Busmes-s and Profes-s•ons Code Anv citf or count.,-wh1U, re- quires a permit lo construe!. ,altef improve. IJertiol•sti_ or repa1f any strncture_ PflDr to 1ts 1:ssuanc.e also reQuires !heap- p11cant for -such oerm11 10 Fi1,e a :s1~ned statement tha1 he rs l•censed pursuant to !h-e prov,sions. of !he t.:on1ractor" s l ,c~11se Law ! CTl.!pter 9 cDll'lmencmg wtH1 Sef.tron 7000 01 D1v1s.1on 3 ol the Bus111:ess and Prafe~s1ans Godei or thal 1s e:ii- ~m.pl !heretram aM Ille ba~1s Jor the all-egeo e)(emp,,on Any 111-ol;it1on ot Section 7031 5 by an iippl1c.ant to, a pe.rm11 s1.1:J· ie-cts th,e <!pp-1,cant to a ;:1v1t p-enalty of 1'10t more th•in live h1Jn- -d•er.! c:1-oll;lH'S ("$50(\) I, as owner ol the property. or my employee-s. w•th wages as The-r sole compensal!On will do lhe work and nm struc-ture •s nat intended or ottered for sale rSec 7044. Busn1es.s ancl Profess1on-5 Code Ttie Comractor· s L1-c.ense Law -does r.ol apply lo an owner -of properly who builds or imJ)(Oves !hereori aM who Does suc:h work himself o,r through his own E':mplovees.. pro'll1de-d that such rrnprovements are not intend- -ed or offered 1m -s.ale If. how-ever. tri.e bt11lclmg or 1rnprov~- meri! 1s sold within on-e year of completion. the own-er-buclder wili have the tiurtJen of proving that he clid nol tlwld or im- prove lor lhe ourpose of s.,leL 1. <!~ owner ot the propeny. am e)(Cltrsrvely comra-ctin,g with hcen::.~d ,co.nHactors to construct the proJect (Sec. 70.114 Bus1l'less ;]nd Profess,ons Cod-e-The Conlfac:lor· s. t 1cen-s.e taw does nol apply ta afl owner ot property who builas or 1rn-pro1;es !he.re-an. anct wh.o contracts for each projec!s w1tt. a contractor{s) license pursuant to lhe Cantracta-r"s l icer.se Law) As a homeowner I am improving my h.orne. and the: tollow in,g con-c:rit1ons exist , Th~ WOfk is be1n,g perfo,med prior !o saie-2 f have lr1,1ed in my home tor twelve mcml'ls prior 10 completion o1 this work I Ii.ave nol cl.a1me-d ThJS exemption dt.mn,g Ille last 'thfee years I am exrmpt vnder Sec ______ _ B&PC for lhis reason ------------- I h.ereby afh•m that I have a cerl1f1cale of consent to self-insure-. or a cerhficate of Work.ers· Cornpensat1on In- surance.ma cerHied copy tf"lereof lSec 3800_ LdtlOr Godel POLICY J'iO COMPANY Cert1hed copy 1s hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS-COMPENSAilON INSURANCE ,This sechon need not be completed i1 the permit IS for One hundred dollars ;$l00t Or IPSS) _ , cemfy that 1n the performance of cne work 1or whch H115 perm rt 1s issued. t snail rm1 employ any pe1son ,n any mariner so as lo become subJect to the Workers· Compen- sation Laws ot C.ahfornia NOTlCE TO APPLICANT: If_ after making this Cer~it1cale of E:.::emption you should becomf:" sub1ect to the Workers.· Comp-errsat1on pirovis•oris of the Labor Code. you must rorthwith comply with s~ch pro1risions or tt11s p,errnit shall be deemed revoked I ':iereby atfirm that there 1s a const-n..rction lerid1ng agency for trre perlm-mance otthe work forwhit:;h this ;:i-e-r rn1t is. issued (Sec 3097. Civil Code·1 Lende•·s Nan-re USE BALL POINT PEN ONLY & PRESS HARD CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 -·JOB ADDR-ESS AV, ST.RD. THOMAS BROS NO. 0'4Drlji/iJ3 LQ_\Jo.nt.e.... ,\~~ .. .::' ·-'Sc;:;~ ~,:_ ·.-·'P. ·'' -::' :-.-~:,, .. ii ·:·-· ·\: _,, .. -+-. ' :::: , •• , . <-i'-._/ ,_,--., _., ,., :'" --,. . : . .• _,,, -,- .,, . I CENSUS TRACT I PAP~OACl iRES UNITS I CONTRACTOR <,:ONT RACTOR'S ADD RESS. OE$1GNER F°LA ELEV .. , Y[ _ _:; GRADING PERMIT ISSUED I REO:EVt:LOPMENT AREA '0 N 0 'r:::J ,r:::i . QTY PLUMBING PERMIT. ISSUE 7$-QTY. Mr{)~ly;_L PERMIT· ISSUE Z£..-EACH FIXTURE TRAP ...... u., "7 INSTALL FURN .• """"T~P ~ 100000 BTU ? ...... EACH BUILDING SEWER I 3, lil 1, EACH WATER HEATER ANO OR VENT 5 .Co ~ EACH GAS SYSTEM l TO 4 OUT! ETS ~ <rD ..,..~, !."J01'€f> QJMPRESS~ 3f,l{, HP --EACH GAS SYSTEM~ OR 'v10R[ EACf-1 INSTAL. AUER_ REPAIR WATER PIPE if-EACH VACUUM BREAKER lo _c:rv WATER SOFTNER RHOCAT!ON Of EA"f"lik,A{MEA TE R rnCH RuO• [Je!,IN I ;NSl[)f i 2,.. DRYER VENT v,:~Vr- TOH,L MECHANICAL ][)! Al Pl UM HING I QTY ELECTRICAL PERMIT ISSUE s--~ QTY. NEWCONSUAAMPSWT HKR CAR PORT l PH ·; PH , AWNING /!_? EXIST □LOG EA AMP SWT llKR GARAGE . -l PH 3 PH I REMODEL AL HR PfH CIRCUIT TtMPPQlf lOOAMPS \~ · _,_, ·.·-,~ VM 0VE:R !DD AMPS TEMP OCCUPANCY '.30 UAYSI Tl!IAt lllURll:Al I "0TAI APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. APPLICATION & PERMIT ··. • e NO STORIES TYPE CONST BUSINESS LiCENSE # (;OHTFl~CTQl'IS f>HQNE • STATE LICENSE NO. BUILDING SO. FOOTAGE DESIGNER'S PHONE :•.r:-·-!' '•-.• r<_..;.. ••• ~ ,·-.... _ .. -•• J ----.. <~--~ .... ~ u~~E :~-.--t-)~ OCC GP EDU OCC LOAD FIRE SPµ Nor Valid Unles1 fll;,chme Cerrif,ed SUMMARY/ACCOUNT NUMBER /y _(f2) ~UILu,m, f'cHMI' UU 1-~ 1 U·UU·00 ·B, LU lllf3,~" SIGN PERMIT 00181000008221 PLAN CHECK 001·810-00·00-8891 "'74~,:/~ TOTAL PLUMBING oo· -s 10-00-00-8222 ru,:so ELECTRICAL 001-81G-OG-00-8223 5t;, <fV MECHANICAL JO 1 810 00-00·B224 ~:i.' (JV MOBILEHOME 001 81-c 00 00 8225 SOLAR 001 -s 1 0·00-o□-8226 9 ro STRONG MGTION 8B0·519-92-33 11,2-¥ ([!>•--------------------FIRE SPRl"J~LERS ~01 810·00 00 8227 PUBLIC FACILITIES FEE 320·810-00-00-87 40 BRIDGE FEE 360-810·00·00-8740 T~t' '"' PARK-IN-LIEU (AREA I TIF 312-810·00·00-8835 /07il rro LA COSTA TIF 311-810-00-00-8835 - FMF ..JJ 0 .. - LICENSE TAX 001 -s 10-00-or·-s 152 i'!:I~. :17 MFF fa:, /A.I{) 880-519-92· 5 l !vi CREDIT DEPOSIT TOTAL FEES PAYABLE ... • . ;,_cc:, . :::,. ... ·· . . . . .: ., .. ·c . ~-.. _·· ·C: . . ,.: -:~-: l . ,:,. . j ·"· . _,._ , .. I HAVE CAf!Eli'utLt EXM-\INED THE COMPLETED ··,APPLICATION AflltrPEfif41T'" Aim 00 HEREBY CERTIFY ... ;UNOER:P.ENALTY OF PERJURY THAT ALL INFORMATlON° HEREOWINC.LUDING THE DECLAAATlONS ARE TRUE AND CORRECT ANO I fURTHER CERTIFY A0f1UJ AGREE IF A PERMIT I!, rSSUEO: TO COMPLY WITH All CITY, COUNlY AND STATE LAWS GOVERNING BUILDING CON- STRUCTION. WHETHER SPECIFIED HEAElN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE _ -1:Xpifali<)fL E:..,Y permit ,sw!l(I by ih, BiiildingOffi9afu!'~i%rthe pro~fs,ons oi this · Co<:le shall expire by limtta.tion .and biiconitt nun and yciid "t!Um butlding·o, .. 0,1< authorize<:! by suet> pe,mit is not commen(;<td within-180d•ys r,orri the date of "'-'Ch permit. or d the b!JllOmg or work -a~1horized .by such permit 1s SU$pended or abandoned at any lime after !he work IS commenced fora l)et1od 01180 "•w• * Att.0SHA PffWrT IS AEQUIAEO FOAbCAVATIONS OYEfl 5· o·· DEEP -.No DEMOl.lTION (iA ¢CJNStFIUClll:>N OF STRUCl'\IRtS OVEA ) STOAIES IN HllGHT APPROVED BY DATE GRANTING.OF THIS PERMIT. ' -f) -I" -~ ~- / I f c (1l 0 a. a. <( I .:£: c:: (l_ 0 "' rn (l) rn !/J <( (l) {.) C ro C u. 0 t, Gl a. !/J C TYPE I DATE INSPECTOR I - BUILDING '-I FOUNDATION 7'---...... /J FIELD INSPECTION RECORD REINFORCED STEEL I " :,/g1/;r -r I REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES . MASONRY I , --.,,. REO IF INSPECTORS PJ/lJJ J..IY'/J61 , )J./,z._.,D . GUNITE OR GROUT tE#/rtLvJ/Jti. 16/24 -r--' INSPECTION CHECKED APPROVAL DATE "°"""~ ,~1t1/J f? f,J D CEl~fNG✓ --· I I I I SUB FRAME D FLOOR /J ...... ·-... ,,_ -SOILS COMPUANCE 9/,/tY 1---:0> . •· . .. . . . SHEATHING □ ROOF □ SHEAR PRIOR TO ... ; . F-OLJNDATION INSP . ··.: ; ~...: ;_~.'\ . FRAME /}/2'.y/yt I/ -· I .. -~~-.: I I I STRUCTURAL CONCRETE .,:,\ EXTERIOR LA TH /1 OVER 2000 PSI . \-; • I .. I /~Jr/w ~ Jf:# ~ DO PRES TRESSED ' ' .. ,... t INSULATION CONCRETE -l .. ; ~. INTERIOR LATH & DRYWALL /11/,d·/i / .,,I ,,_ I I POST TENSIONED ._:,._ \,;,, f;iJ~ ~·..-I , I CONCRETE •. -,.l .. ........ _.F .. ' s.;, :" ~:- .. '"i,1 FIELD WELDING "';I PLUMBING I <~ . ,,,._ ... ;;, □ SEWER AND BUCO [J P~/CO ~ ,-/) rll(iH STRENGTH r1,o.u1~ .~f,>-" □:WATER 5/~ IT:::i BOL.l'S .... _... .. 1..-,. UN DERG ROUND □ WASTE TOP OUT 0 WASTE □ WATER 1//2,y/~ / SPECIAL MASONRY . I -TUB AND SHOWER PAN l /1 .•. GAS TEST ! l//1.,,y/J"t'" rf-J I . I PILES CAISSONc, -. 0 WATER HEATER □ SOLAR WATER ,I I I/ ---~----~· ----: . a-··· I -·-., ELECTRICAL I .i,., "i ,.-. ' □ ELECTRIC UNDERGROUND DUFFER /) / ·-~ : C ' 11/2-y/y;,-'T . ROUGH ELECTRIC I □ ELECTRIC SERVICE D TEMPORARY I ·-·4 -, .. I •. □ BONDING □ POOL ! .. I ---I I MECHANICAL I ·-· --r-------i /) I □ DUCT & PLEM., □ REF. PIPING /1/1-y/,-j,-.L-' I HEAT -AIR COND. SYSTEMS ' I I VENTILATING SYSTEMS I I CALL FOR FINAL INSPEC7ilON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL I -.. PLUMBING ' I (\ ELECTRICAL "" I u I ' ' . --.. MECHANICAL "' I I ,,9 I'/ GAS '--i -/vi n J - BUILDING : "'-'01 I SPECIAL CONDITIONS I " FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 87-454 DATE: 7-24-89 PROJECT NAME:------------------------------- ADDRESS: _____ 2_4_0_1_-_2_4_0_3_l_e_v_a_n_te ___ ,---________________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: ____ d_u~p_l_e_x ______ NUMBER OF UNITS: CONTACT PERSON: ___ D_o_u~_T_h_o_m~p_s_o_n _____________________ _ CONTACT TELEPHONE: __ 7_49_-_8_7_0_1 ________________________ _ Ian, fire w t r INSPECTED DATE JUL. 2 7 1989 BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED Rev. 1/86 WHITE: Suspen REEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ,, FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 87-4SIJ DATE: 7-24-89 PROJECT NAME: --------------------------------- ADDRESS: 2Q01-2403 Lev nte PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: ____ d_u_p~le_x _______ NUMBER OF UNITS: CONTACTPERSON: ___ D_o_u_g __ T_h_o_m~p __ o_r_, ____________________ _ CONTACT TELEPHONE: __ 7_49_-_8_7_0_1 ________________________ _ INSPECTED BY: _________ _ INSPECTED BY: _________ _ Ian, ff re, w ter DATE 7-2,1-84 INSPECTED: / DATE INSPECTED: DATE INSPECTED: APPROVED >< DISAPPROVED __ _ APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED __ _ COMMENTS: ---------------------------------- Rev. 1/86 WHITE: Suspense BLUE: Water Dist ct GREEN: Engineering ANARY: Utilities PINK: Planning GOLD: Fire ,. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: 1-2 - PROJECT NAME: ---------------------------------- ADDRESS: 2401-403 PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: ____ d_u-'p'----1 _x _______ NUMBER OF UNITS: CONTACT PERSON: ___ Oo_u_'---__ .,___ ______________________ _ CONTACT TELEPHONE: __ 7_-_7_0_1 _________________________ _ ~~ ..,,- INSPECTED DATE BY: INSPECTED: DISAPPROVED = INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:----------------------------------- .... i.'2.3 24 25 <6 "V'J,, A ~~ ~ T o> ~ ~ ~ JUL 1989 ~ UTILrh~\CHECK MAINTENANCE / PROJECT N ~<.., Ell : _____ 2_4_0_1_-2_4_0_3_le_v_a_n_t_e _________________ _ FINAL BUILDING INSPECTION MBER: 87-454 DATE: 7-24-89 --------- \ PROJECT NO.: ________ UNIT NUMBER: _______ PHASE NO.: _______ _ TYPE OF UNIT: ____ d_u_,pc..,.l_e_x ______ NUMBER OF UNITS: CONTACT PERSON: ___ Oo_u----=-g_T_h_o_m_,p_s_o_n _____________________ _ CONTACT TELEPHONE: __ 7_4_9-_8_7_0_1 ________________________ _ Blog, erq, pl n, fire, water INSPECTED DATE ~~TCJ APPROVED j,,/' BY: INSPECTED: ~ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: --------------------------------- s Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineer! P K: Planning GOLD: Fire FINAL BUILDING INSPECTION RECEIVED JUL 2 6 1989 PLAN CHECK NUMBER: 7-54 DATE: 7-24- PROJECT NAME: __ __,,,,_,,,---_______ -=--=----------------------- ADDRESS: -----+-l-------------------------------- PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: CONTACT TELEPHONE: __ 7 __ -_7_0_1 _________________________ _ ~y~PECc:Jc~ DATE 8/4/t:5/ APPROVED ¥--INSPECTED: DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: ---------------------------------- Rev. 1188 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planni~ I ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: II-/O-fi'J JURISDICTION: { Ii'( 6>F {Al<t&&+D PLAN CHECK NO: !37-4-\?./-IV ------=------------ PROJECT ADDRESS: '2Lj-L)/-V/-()3 LL \/A.IU,[3- PROJECT NAME:_-_P_v_P_L_t_-~Y ____________ _ - The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. D □ D D 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 for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant 1 s copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of the check list has been sent to: O 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: ,:::0~//\S, T1J">il-1P':..01...J Date contacted: / 1-12 ~&,-_____ ..__ __ _ Telephone # 141 · B 7D I REMARKS: --------------------------- By: ~ YtO AL[E(Y) ESGIL CORPORATION 11-3 -8-=t Enclosures: ----------- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ID~2.3-8r JURISDICTION: FILE COPY PLAN CHECK NO: BUPS DESIGNER PROJECT ADDRESS: -Z.4-'Z> I -,z4D3 U \I A-N TE PROJECT NAME: Du PLE)( ____ ___,_ _____________ _ 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 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 here~ith is for rour 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. fiB The applicant's copy of the check list has been sent to: . Doul$LA s. TI-t-0111 p'c-: cHJ '97tJ s:· 1,{]D( 4-,J CJ<!tc,<.... tA..l/1 r lslnA.1.D!D6, CA, °f 'l;j 2<..::, O Esgil staff did not advise the applicant contact person that plan check has been completed. f] Esgil staff did · been completed. advise applicant that the plan check h~s ~ Person contacted: .£b<J4,1.A ~ Ti-10Mp~of..J (fro...d.ed_) Date contacted: 1c/Jf)1_47 Telephone# 741-z,rOj REMARKS: __________________________ _ By: S'((D i-\1;(£fY\ ESGIL CORPORATION Jr., ,, --, •.~ '"1_. ,· .... ~' 0 ••• , ••• t1 -,- Enclosures: ----------- .. .,. -~ ..... •' JURISDICTION: C,,r'( "t ~Date {0-2 -3-8:J- PRDJECT ADDRtss: 1401 -2 4°.3 LEvA ,,rrE PLAN CDRRCCTIOH SHEET Planr Check No._•B,....1.;...-_4_C-_4 ______ _ Date plan• received by the Jurisdiction _____ _ Date plans received by plan checker /0 -Z2 -g 1-· Date initial plan check completed /tJ' '3 -81-' 81. 51§p A-L-EE-M ·roREWORO: PLEAS( READ Plan check is limited to tectinical requirements contained 1n the UnifoC'III Building Code, Unirorm Plumbing Code, Unlrotlll Mechanical Code, National Elcctdcal _Coda •~ state laws regulating energy coneervatlon, noise attenuation and access far the handicapped. The plan check is based an regulatlCM enforced by the Building lnspectlan Department. You may have ol:her corrections ba.sed an laws and ordinances enrorccd by the Plannlng Department, Engineering Department oz::- a ther department.s. The items circled belcw need clarirlcation, aiod1'1cation or change.. All circled items have to be satbr!ed berore the plans will be in conrormanca with the cited codes and regulationa. Pel:' Sec. JO:, Cc), of the UnUorm Building Code, . the approval ar the plans does nat permit the violation or any state, county or city law. A. PLANS 0 © Please make all corrections on the original tracings and submit two new sets or prints, and any original plan sets that may have been returned ta you by the jurisdiction, ta:t°~/L CoR.f, '7'320 CHESJ-l,Pt.'fl.(l 5TE '20<&( $AN D/Ei:,D. <fi '<''.:":1.~·3 ' To racllitate rechecking, plitaso !ditntlry, next to each circled item, the sheet or the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. f "?} - - (Jq} - (/71} - .. 711[ F~uo,.o ING--f7E.n-J<,. r-Ji.c ✓-,,, ,P/Cf/lOUS CHECt<L/ ;,, r ,AR..£ . fl!l=/YJA/ ...V / .lfJCt,. OLJ/!J /l€( Olli::>S S.HtJ uJ TffA T 7C80 -:# /0&4 /l~o Ati- FIJ~ t7Utsr1c.s .f-NOT F~A- SIC.'1'LI&HT~. &P6Clf-~ -rceo -.t:t' "'F SIC...YU6HT C. \I cFL l'-IT'-H {-1, :S K.YLIC.:. HT" ~M-AL-L 15G Of'f;;N It 5 L..E. • k.J.Jf;/U. "( nF4:.,.fr .. JJFR~ <Mll Pf,!OV! ni=· CA-Lt:IJ Lf'n D ,J .5 fc;,;i.. Sr 't I ,JC:, CF ~LAR. PA-}J~L~ • , , •, .... ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 {619) 560-1468 DATE: JURISDICTION: C 11 '( <0 f CA TZLS. PJ\ D PLAN CHECK NO: 6 I -4 <;,.4. ::I[. FILE COPY 0UPS □DESIGNER PROJECT ADDRESS: 2401 -Z4D3 l.£vA NTE PROJECT NAME: DUPL-E. X □ D □ ------------------- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified-=-------------=--,,---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ■ The check list transmitted herewith is for your information. · The plans are.being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. II The applicant's copy of the check list has been sent to: DDtJqLAs. ,t-toMF'$oN 97o~ °fJJ01A1>1 Cta:tK. /NAY E.scot-1D100, CA c;mz~ O Esgil staff did not advise the applicant contact 1/son that plan check has been completed. / __ ._ ■ Esgil staff did advise applicant that the plaµ check has fnr--.cJ'\ been completed. Person contacted: Cbu LA. ~ fHO P"'Sei "1 ,.__~ ~ Date contacted: JO/Js/;o7 Telephone #-,._ ________ _ REMARKS: -------------------+-------- By: SYED A L.£.EM ESGIL CORPORATION l0-8-81" Enclosures: I ----------- «:itp of tltarlsbab JURISDICTION: CA ,:l::LSBA.D Date /0-1 S"-S=,- PROJECT ADDRESS: 2 4-0 I -240 3 LE\/,+ t,JT6 TO: Dou§ LA~ TH OM P.SokJ 27 rO S:-I:"-1D1 A Iv CfZ.GC t'.'.. LA.JI-. t CSLD l'J D I DO, C:.& :=t -z.. o 2 '-4 PLAN CORRECTION SHEET 1[ Date plans received by the Jurisdiction ----Date plans received by plan checker 10 -6-Br Date initial plan check completed (() -/ C-t31: By S'/6-D AU·E-/Y\ . roREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. ·All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. )OJ (c), or the Uniform Building Code, the approval or the plans does not permit the violation or any state, county or city law. A. ~ 0 Please make all corrections on the original tracings and submit two new sets or prints, and any original plan sets that may have been_returned to you by the jurisdiction, to: t.'SG,JL {Df<P, '?37lJ CHE~ PlA K.E I>R ST£ 2Df'.;, SA-N DI E4~ CA '9 l.._/ Z,3 1 . , © To facilitate rechecking, please identiry, next to each circled item, the sheet or the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. - (3) - - (/'1) - (17) '-7 (1) (11) - 611) {fl.J..) _,. (J) {II"' - - (t111 - (/{,1,J ........... 1Ht FOUOW( J.J<::, JTl NI S f:-1!.o r, i f'f<.E:t/10()5 /"l,AiM ~RReC/"/0/J UST AR£: 'STJ LL lc&JYJ/t-1 Al JP~ Fo;L ? K....,, I_./(".., H1 s US.cl::> 01/;;.F ~..,-C>IE/U use OPFAIA-8Lr-S)<Y'Ll&H1S.., 6PFI" 1 F-"r" j" C. i:::v-. 1T CJ I?. UL- LIST1N6 DF SK..:'fuuH r DI?. s+1ow DE,A/LS PER.- "oE:CTIDN -04-01 ~ s20 r-6F VBI", A~ f'r/!.. 50/ L,..S. RE:P£J 12..-,- SH.flw· CoJJr, Al UtJ LJ S l~1ER10R, Poon UbS M I AJ I /'IIIJ Wl DF , 8 .. BE,Lot,u suR.FA-CE. IN PLAU or= 1 1-rre t<.J o f<., PIE-£.&. Fo fl--SECT/01.J~ C-C, MJ'D· 0-D SHE.F--r + ' SH~w /VI IAJ 1tv1 u r,1 IA" DE-PTH • Sttou 1 IVlllJIMUN'I ay Cl.EA,:.. /~\J'F-.~ F30i1t A-r TOP~ &oTTOM D I= Foo,1 IJ6-S. Sut.AP-1'.tl.A-N'bf f, 12'. J:>(;;"TA I I ~ S1tow,\J AP?.. f: NOT ClF-:A.Z. CLA/Zlf.Y l+O vJ PLYWOOD GHEA£ ,,,,J1t1 LS. A R.r AJA!llD A-r ~o7'TDM PLA,E,. IJA. 1 nf 1ft t !.. H SHtf, 4-op l'I Al,) S , Uf>6 '5/ IYJP ~OIJ /--3<:.J/ /' I Ip,:_, OR, Prvei/Vl}LFNT t/"fZ,I) APPi-~!) 1/ .-.::-c, .CL/t:1 /f/.C:.TCt I, :') OF ,z·,-_4--• JC.. 6.A roe TA'---::.TR/iF,; SueNl 1 ·r 5orAR f'A;< ~: L- S!:Cl)'JG CAL CL) LAT IO f'l 'S , PIM V J/)f-"5rA 7 llY? t A..'7 C,f'- 1!1L£ '2-4 ,~.{SJ[) [ fiJ Ti /l L £.AJ !.. J!:; · '( ({)IY).f LI ,1 Al(_ f C Al :;,L /-l 1.JS S;,:;, tJ, BY OW!Jf..;:,., 0/C LI <.,£:A/.$ l. t Pf<OFeSSlo Al Ar_ I I· e,. ~ Re ;..1 ! ~t../7! {£) N 1/:../1-C TO f.l.. eAJ&1Aif.(1<;._\. • ESGIL CORPORATION 9320 CHESAPEAKE OR •• SUITE :?08 SA:"l DIEGO, CA 92123 (619) 560· 1468 DATE: JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO : ~-/ -,f \ ~1. ------------------ PROJECT ADDRESS: '2 LfO I -.7 --1 !.' :; U 1//\ I! t { PROJECT NA.ME: D □ □ ■ D -g □ 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 ~ tJ(..., i-As i/i r 1\1 P.: l' A) list has been Jent to: q70:;-JND1A·t,.) CR..l.CK. vJ/1 '( l sco1v DI oo_, CA 9 2() Z(p Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did been completed. Date contacted: REMARKS: advi~e applicant that the plan check has Person ~contacted: Do !Jb, A S 11'tt),-,, P 5o ;,_,( V.Y\ou.J) c::r I--;, ; 1 '77 --,, £ -, ~r: ,/1 lJ Telephone t ,4q · l'· }t' BY: -:;yep Acr(rv) ESGIL CORPORATION 'il)Zt., ENCL: -------- ' ... PI.All am% JIO:_,_.jg'-"--',7_-_4..:...5:-4r-------- m: DtJLJczLA s t , i7-lo#JP5 o N q 70 ~-JIJ.PI kN Lp["(;J(_ W,I\ y m.asDRIS: _______________ _ n.omt ADA.:, __ / h_&o ..... /_l./-_'+-0 ________ _ SI.UtIIS:, ___ _;/ _________ _ BEIGB:r:, _________________ _ RDIARIS: ----------------- Date plans received by jurisdiction: Date plans received by Esgil Corporation: B·l&i·n7- Date initial plan check completed: q -4--q .'J By: •:;•( C::D Ar re/\-, Applicant contact person: Pwc#r IH T.lrbA--fltYf'elephone: 14-1..-6 7-o 1 Plan check is limited to technical requirements contained in the Unifoxm Building Code, Unifoxm Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. Iha plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff, 10/28/87) 198S UMC (eff, 8/28/87) Ihe above regulations apply to residential construction, regardless of the code editions adopted by ordinance. Iha circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec, 303(c), 1985 Unifoxm Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) were each correction item has been addressed i.e •• plan sheet. specificat,ion. etc. Be sure to enclose the marked up list wen you submit the revised plans. IQII: PN.a lDIBIRS ARI IID'l Ilf SIQODICE AS PAGIIS BAVIIG Im IDMS lWWillG CilRur:r.IQIIS W1R1 DltB'J'ffl List No. 63, C&rlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) Q /. 0 0 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. Plans must be signed by the person responsible for their preparation. Plans, specifications and calculations shall be signed by the Califomia state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan draw to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302(c). 8/11/87 Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shal 1 have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 81 of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 31 setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A SID0ke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be coM&Cted to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 2 0 Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per SecK-ion 120~ (a). Appears to be deficient in fl r I}! f.) Openable window area in habitable rooms must be 1/10 of the floor area and a minimum of 5 T-Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4-411 above the floor. The window IDUSt have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 1411 • Section 1204. 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)), (2'!/' m01{iJ lY.' 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 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 4211 in height. Section 1716. 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). F~f:.-K.ITCH.fN Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer aide is at least 65% open, and the porch abuts a street, yard or court. rP/2- SJiction 1205 (a). €:,[pJ2.,IH)fV)-:;,, 2.. C Llt-f?.,;:::. v .<>,J YI-A-NS . Provide •chanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required <>t?an&ble windows are not provided. Section 110~ (a). Ho habitable room, other than a kitchen, shall be less than 71011 in any dimension. Section 1207 (c). ,),I(':' Show that ceiling height for habitable rooms is a minimum of 71611 • Section 1207 (a). .,)5': Show ceiling height for laundry rooms, ballwar.5, corridors, and bathrooms is a minimum of 7 10 1• Section 1107 (a). @ Dimension on the plans the 3011 clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety gluing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. ft:£, ,'fP!N& C,,1A',, O~t.G, ~ .... Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 6011 above the walking surface, unless the gluing is leaded or faceted glass. Section 5406 (d) 6. _,)!I: 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) S. 8 11/87 £ Iba loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. KXl'lS, st.\IXWAYS. ARD JAp,DIGS Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than h:lllediately above the second story. Section 3303 (a). R~uired exit doorways shall be not less than 361 in width and not less than 618" in heigpt, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611 • Section 1711. Q Show how guardrail connection details are ~ adequate to support 20 pounds per lineal foot at a right angle to the top rail. Iable 23-B. ~ Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise is 7" and minimum run is 1111 • When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 811 maxi.mum and run 911 minimum. Minimum headroom is 6'6". Minimum width is 3611• 3 ?-All handrails per Section 3306 {j), shall •satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall be 3011 to 3411 above the nosing of treads. c. lbe handgrip portion of handrail shall be not less than 1 1/1+" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the.stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3301+ (i). .✓-A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). ~ Provide details of winding stairway complying with Section 3306 (d): /-Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. )f. Maximum rise is 8 inches. ~ Minimum width is 36 inches. ,>'I'-Provide spiral stairway details, per Section 3306 (f): ~ L /. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches The tread must provide a clear walking area measusing at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. 8 11 87 In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or witin 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1), Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines • Section 3306 (n). y. Ihe walls and soffits of the enclosed usable • space wider interior stairs shall be protected · on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). .,wi: Within units, show that corridors have a minimum width of 36 inches. Section 330S (b). Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Ihe maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. Ihe minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum l/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 230S (f) and Section 2S11 (d) 6. 4 Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C,B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or l/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). Provide fireplace construction details or note construction to be per attached fireplace standard drawing, Qiapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. 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 in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. 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 zt1 air space and flashing between planter and building walls. Section 2S16 (c) 7. GARAGK AllD CAnaaS Garage requires one-hour fire protection on the garage side of walls and ceiling coamon to the dwelling. Table 5-B, Section 503 (d). /t_l) JI Uf'DATF 8 11 87 ,JI(. @ All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section S03 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Olapter 23. HOIE: Maximum shear panel ratio of heigbt-to- width is 3 1/2 to 1, Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not. more than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. tJMC Section sos, UPC Section 1310 (a). -ggp;s-m 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). 'nle foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: ______________ _ Provide notes the soils foundations, preparation. on the foundation plan listing report recoomendation for slab and building pad 5 Provide a letter from the soils engineer confiming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Ihe soils report recolllll8Jlds excavations be reviewed by soils engineer. Note on the foundation plan that 11Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: ,x.' Iha building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and Ihe foundation excavations, farmings and reinforcements comply with the soils report and approved plan.11 Show height of all foundation walls. 23. Chapter Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 {d) 5. @ Dimension foundation per U.B.C. !able 29A: ll.22n looting SYJmorted* §temwaU Width ~ :Dl,;1.clm!ss 1 611 1211 12" 611 2 8" 1sn 1811 711 3 1011 1811 2411 8tt 1c'Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 8V Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. 8/ 11/87 ~- Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) l. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 1811 clearance from grade to bottom of floor joists and minimla 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into widisturbed soil. Table 29-A. Show minlJIIJIII underfloor access of 1811 x 2411 • Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as closa to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. nwmtG ~ Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feat of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. _J,Oef.Note cross bridging or blocking. Floor joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, wiless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 6 _v>{. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 1~ Show double joists. Floor joists shall be 7--doubled wider 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, J,0<-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 JJ>6'· (h) 4. - Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show 1/2° minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be a.s designed). jJ..,<f{. Show double top plate with minimum 1+8n lap splice. Section 2S17 (g) 2. Q Show nailing will be in compliance with Table v 2s-Q. §, Show or note fire stops at the following locations per Section 2516 (f): G G G 8/11/87 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; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are Wlfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at celing and floor levels, with noncombustible materials. /, Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10 1 ; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3. JH. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. ?able 25-R-3. 11.ll': Note on A.I.T.C. Certificate of Compliance for 7-· glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). '114\ Detail shear transfer connections, including V roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, Kand Section 4713 ·(d)]. 1 ,,,c' Show 3" x 411 or 2" x 611 studs in first story T"'' of three story building. ?able 25-R-3. W. Provide truss details and truss calculations / for this project. Specify truss identification numbers on the plans. 118: Provide roof framing plan and floor frming ✓--plan. Section 302 (c). )i!9-Provide frming sections through Section 302 (c). Q Specify all header sizes for opening over 41 \:Y wide. Section 2S17 (g) S. y<. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). ~ Provide calculations for lateral loads, shear panels, shear transfer and related, Section 302 (b). 7 ~ Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) 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. _;,.as:'1ndividual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. .,,J2'-Sh~ location of attic access with minimum size 22° x 3011 • Section 320S. ~ Show draft separation for attic areas between units in a duplex. Section 2516 (f). J.28-:" Specify plywood grade and panel identification index. Table 25-N. )il!f. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). J.)6. If foundation cripple wall studs are less than 1411 high, framing shall be solid blocking. Section 2517 (g) 4. 1'M"'" Cripple wall studs exceeding 4 feet in height ,,r-· shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. ~ Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). Q Show a weep screed at the foundation plate line Von all exterior stud walls to be stuccoed. Section 4706 (e). }i'-Detail truss layout for 30n x 30° attic access, if required for equipment in the attic. ~ Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2S01 (b). 8 11/87 All heating, ventilating, and cooling systems and applicances shall comply with the Uniform Mechanical Code. _;,a-r: Show the size, location and type of all heating and cooling appliances or syst811116. C Show source of combustion air to furnace, per V Chapter 6, UMC. ~ Every dwelling unit shall be provided with heating facilitites capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. Q Show minimum 30" deep unobstructed working V space in front of furnace. Section SOS, UMC. C Note on plans, "clearances to be per v::_;; manufacturer•s listing.11 Section 504., UMC. Y.,,:-: Furnace shall not be installed in any bedroom, bathroom or in a.closet or confined space with access only through such room wiless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show I.C.B.O. fireplace. approval number for prefab Q Show access to the attic or underfloor furnace \.:Y to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. ~ Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. G Show permanent electrical outlet and lighting 0 fixture controlled by a switch for the attic furnace. Section 708 UMC. § Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Q Note on plan: Gas vents and non-combustible V piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 1t.<.'" Provide dryer vent to outside. 7· --1903. UHC, Section 8 l!Ll!ClRICAL {MA:rIOIL\L ELEgRICAL OODE} All wiring shall comply with the National Electrical Code. ~ Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. }51· Show location of all electrical receptacles. µt:' Electrical receptacle locations and/or spacing is not adequate in _____________ _ Q Show at least one convenience outlet other than V outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements ( other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. Note electrical system ground to be provided per NEC, Art. 250-81. PL111BDE fmu1w, n.uamc am) ~ Show water heater size, type and location on plans. UPC, Section 1301. fisi'\ Show source for providing combustion air to V fuel. burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. ~ Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. _,159, Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. .J.66':' Show I and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). ~ Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section l003(h) & (i). 8 11 87 Show shower stall can acco111DOdate a 30" circle and has a minimum floor area of l,024 sq. in. UPC 909 (d). MOISB DISOLIJ.IOII {DUPLEXES) Show details of duplex colllDOn (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of SO decibels. Title25-~C{ /l.1:A(l:(p S/I(-(_( Q 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 requ;u:ed soWld _ transm;ssion rating. Title 25 •• S t:;;{ /, !":/+ (tit{) s J-M;f,ry-. , - ,/Provide insulation in walls and ceiling to 7-· ~chieve SIC of 50 between garage and living area if garage use is not controlled by resident. Iitle 25. llllRGJ gcg;gyilICII: PL:&\SE mp State regulations (California Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. Ihe law also requires that many mandatory conservation items be satisfied. Q Ihe designer shall provide an Energy ~ Certificate of Compliance imprinted on the plans. Ibis Certificate shall indicate the features and perfozmance specifications neeeded to comply with Olapter 2-53 of Title 24. (1) The individual with overall responsibility for the design, !n!l (2) The owner of the building or property shall sign the Certificate of Compliance. Iitle 20, Section 1403 (a) 2. A. %2 tba n1 lmrd .Qlll;i] 0 JM8 £1 1!1.al'1A,1 F , Show on the plans the 11R11 value for the walls, floors, ceiling and related areas. J.68'· Show double glazing as per Energy Design, on Glazing Schedule. Show on the plan how shading requirements are satisfied. p<t: Show on the plans the thermal mas& areas as indicated in the energy documentation. 9 / 4 @ The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: C LAI If y pJ/1 ,n P/IOA1i 'r',n/ A\c r ,·(:,tJt,,? ::--c, /• --~f'C•'·" .··. :·11 1 f'; ✓ l/1Cf..A6F5 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, '?fandatory Energy Conservation Requirements". Show the size, type, make, model and location of the space heating (or cooling) system and provide heat ·1oss calculations if the output exceeds 45,000 BTU/Hr. gpf--fl&D S.¥ .D. & IJOP'tD SIJl'PLINElrl: Q Energy conservation design should be for Zona '<:J 7 See attached energy packages. ~ Floor drains must have auto-pria (city policy), Q Note exhaust fans cannot be ductless type ( city ~ policy). ~ New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed11 where the water heater is in the one story garage and directly below the most south facing roof (City Ord:inance No. 8093). ,>n, ~- Note "two 3/4n copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a ona story garage and is not directly below the most south facing roof. ( City Ordinance No. 8093). All piping for presant or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). _}80. Incorporate the waterproofing details, on the attached Policy so-a, where interior living space occurs below grade at the masonry wall(s). @ Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. Q All new residential buildings, including V additions, require a soils report. Please submit two copies. e ?f[(f F -r i~ ' . •.)' r I . . f '! 8 11 87 ,s:i,("' Heavy timber framing, minimum 611 x 1011 beams 7~· and minimum 811 x 8" post, for the structural beam and colWID'l supporting the fire separation between the garage and . living area above, is acceptable if shown on the plans. (city policy). _).8¢", UBC Adopting Ord:inance 8792 requires Fire Retardant roof on all structures (Sac. 18.04.230). Show compliance with UBC Section 3203(e). ~ City Ordinance 9792 requires two parking spaces/unit with clear area of 201x201 i.e. no washing machines, etc. Show compliance. ~ Please see additional corrections, or remarks, V on the following page. 'lha City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92113; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact, _______ _ S iE:t> /tL€.£tn at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. 'lhank you. Enclosures: A 1 LI v , /rJ 6 1.~ torn 10 / . . .. J' Date I q,_4-81 Prepared by, :5y(D A! f. un CITY OF CARLSBAD VALUAT!ON ANO PLAN CHECK PEE o Bldg. Dept. ■ Esgil PLAN CHECK NO. 6 7-4C4 BUILDING ADDRESS 2.LJ..o l D ~~ Le vA /)Tf APPLICANT/CONTACTDOUC:11 A~ Tit~fY'!P .Sa fJ PHONE NO. _______ _ BUILDING OCCUPANCY !2-. -"? DESIGNER PHONE. _____ _ TYPE OF CONSTRUCTION __ , __ /r_A.J __ . __ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER D ()f i C-t ( r'-w(; t t · rJc-,\ :334-tP I, I '.!rt) 'J? '-" ZZ1Jf35(p r., M2. A &t f <-. fJJf;O 17 '<.,C::, 14'1 lt:>o 9ECJC 1&4 q ' "-,'.') 144-8 I Air Conditionin~ ·commercial @ Residential ta Res. or Comm. Fire S"Drinklers @ To-tal Value '243244 Building Per111it f'ee s ___________________ _..__/_/4 __ 3_,_~ ____ _ S "1/l2. 28 Plan Check f.' ••-· ...;S::.,._ ___________________ -=-__ l'T.:...;;.;.,, ___ _ ca" H c N rs._ __________________________ _ Plans ~eceived by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. · al "C 4J ;: 4J > Q) 0:: 4J +-' !ti Cl cc "C 4J ;: .2 > 4J 0:: ~□□ □ □ □ □ □ D □ □ □ ENGINEERING CHECKLIST Date: C/-2-87 LEGEND ~ @ I tern Complete Plan Check No. 81~/f Project Addrass: 2'10I-J'/S llVf}I.Jr£ S;r Project Name: _..,W:;..=;..:.~..;;:t=E..:..;X=--------- I tern Incomplete -Needs Your Action Field Check Date: !o/fe,/9? 1, 2, 3 Number in circle indicates plancheck By:~ number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading s. 6. 7. 8. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit) • Grading plans in plan check PE ------ Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. Right-of-Way Permit required for work in public (e.g., driveway approach, sidewalk, connection to etc). right-of-way water main, 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED □ 10. Park-in-Lieu fees required. Quadrant: _____ , Fee Per Unit: Total Fee: ----~□ □ (6) □ @ □ tJ~ 0 □--11. Traffic impact f#e required. # Fee Per Unit: if636 , Total Fee: '/O'?,Z~. ~ □ □ D □ ~DD 12. Bridge and Thoroughfare fee required,._t ge_. Fee Per Unit: f:z.,¢:sP--, Total Fee: rf3//8 . 13. Public facilities fee required. 14. Facilities management fee required. Fee:~ 15. Additional EDU's required: lC{).)0 -~Jtt{;; . Sewer connection fee:_-:..-:..-::.-===---Sewer permit no. 1 6. Sewer latera I required : _J,,C"-"-"'=)1)____.Q::.._ _______ _ REMARKS: Wqe,z ~ @~ w::f§:.l -,.;fb7 ,11 ~i"'\Ac.E t~~ g.,J, ~t \-~~ 0. K. to issu~..:2:::.._"'L::........:-~-===----=====--Date: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. • Q) Q) Q) +-' +-' +-' (!I (!I (!I Cl O C cc cc cc "C "O "C Q) Q) Q) 3: 3: 3: Q) Q) -~ > > > Q) Q) Q) Cl::: Cl::: Cl::: .... M l"l"I * * * u u u ll. ll. ll. □□□ □□□ □□□ □□□ ODD PLANNING CHECKLIST Plan Check No. B'/-45'f Address 2t/o/-.1,'I03 UVAN7E Sr: Type of Project and Use _.;Q,;::;.....::;...PJ.'""'"""e-'-,c. _________ _ Zone R-z Use Allowed? YES __L NO Setback: Front OK. Side __Q&_ Rear ....QK_ School District: San Dieguito __L,. Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments YES YES YES Encinitas _A San Marcos NO X, NO _L NO$_ Type --- ---------------------------- Coastal Permit Required YES NOJ{_ Additional Comments DATE /0--/6-9) ·r :• ~ th6> M••-l ,o 2••-0• (Z.4) C-3x4.3 to 24,'-0'" e· H H' C-Z.Sa6,0 to 241-0- .!l.!r,!g ,. ..!.. _IL 4.0" ,., .. 4,0" 1.s• 4 At.TEIUIAT! SPLICE (11) C-Z,5x4,3 to 24"-0" SYMMETRICAL ABOUT,CENTEAUNE At TEIUIATl: SPLICE (T2) (2:116) ,c-4x4 • 3 to 24 •-o" (2x0. C-2 • Sa4 • l to 24 • -O" Bl LOAD Ollll .. llO>I 1t-1Clir ASL I. ZS SP .. C(D2• IIC lOAIIINr. LL • l)L ON !OP CIIORD • JO PSF DI ON 80TTOM CHOIIO • 10 PSF* TCH~ LOAD• 40 PSF• *fl. fl'SF A[OUCflOti, 'Ur.iKfiltl: ON BOHOM Ctl()R(), A>l•L SUlt$S ~LV RE.ACTION • 840 MAlUMUl,I muss "4EMBEA FORCES Tl• -18S9 Bl• 1763 Wl • T2 • -1280 W2 • !!'.!:!f! 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C ,Z.6'2, ... }_ -~~~ • 1., "' 1 .~s• ---~ _,.., • - tJarefl. TvM I 31, If ,o s-o i4tUM Gor.. ?,-T~ E XT/<VJIOAJ £!Er M ... sr~tt~.2~): 1,,,1,~ teq•o Jr '-8 ~ .: 0 1,g 't('700 ' w1•r11 •-""-"-e•_o_i_a_ = ,t.S''" JIii C t'tl )(,S'x,,r = ,o, --· ,,_" '") IO"t t.ea'n S' ~ ---• ,oo ,._....,1 . . -ir=o IUl•T'II• "JC ,Oo4,--f-C I ,t,. ") ,t ,It {" LIJO. 1D IASI. A~.1!6T tAMe Al ,.l6"V.! .aM.c,c;r r,:, ,c._,,,. L.116 f<.Uw I.U /'Ul.1-our 'l. .,, • Toi' ~r~r T0 Sol.-./fll. GILLE.CT8U &,'ell «>t,EcTl!-1, f& rsr : n,. /u.~w 'h,'t -µ ll~i 'I~• i;e, s,.e.Ew wf-· MIN, P£N~rµruw i ! I .. -_,;..--... . -·-------!" ..... •· -t=□------ ·-,C.-•""911, ~ ...... __, ~--JI?r:J ____________ :.....__) j. ...,,, .. -- ..,....IM.IVIUIIC.t-11 H• 1,,n. -...11H• I tt,.t l!!l..:t.: ~~ !!!...!!!JI.!!! tr ... t•..r1r.1-· .. ...... ,.._ .... .. ,,. .... QI,. 611,· 1• .. rlt• .. t ... .. 1□~-1 ... 0_. ~- 1--..-1 --- .,. .. , TI T j,_,. __ , --tt11•e..-... u·~ c .... ..-,. .. t -------............ .,... ..... r,, -...... (~) . !!!!!' •■ .. -,._n.,.,_.__..,_ .... , .... . ... " .............. , ..... . •1. '"'" .... '""' ... C.-.-M•I-... IN' ·-··"···· .... ftl. ............ 1 .... uuti1 '"~-..,LI t==:::c==::i:::::::!1. .-.t•-· .11 ........ . ___ ., .... ~------ 1 BENTON ENGINEERING, INC. APPLlaD ■OIL MIICHAHIC:■ -,ouHDATION■ •••o RUP"P'IH ROAD ■AH DIIIGO, C:ALIP'ORHIA 11111 PHILII" HEHIUHQ RE:HTON PIHelDIHT • Cl'IIL IIHIIIHIUII Mr. Douglas Thompson 9705 Indian Creek Way Escondido, California 92026 October 6, 1987 Subject: Project No. 87-9-22F Results of Expansion Test La Costa South Unit 1 Lot 120 2401-2403 Levante Street Carlsbad, California Dear Mr. Thompson: TIIUPHOHI (Jlf f ·•••IISS This is to present the results of a subsurface soils investigation, field sampling, and laboratory expansion test results conducted for the proposed duplex to be constructed on Lot 120 on Levante Street in Carlsbad, California. Two test pits were excavated on the site to a depth of three feet. The soils were classified using the field identification procedures of the Unified Soil Classification Chart. The log of the soils encountered in the test pits are tabulated below: Pit 1 Pit 2 Rear Lot Eastside Depth Below Existing Ground Surface 0 1 td 11 l 1 to 31 Front Lot Westside Depth Below Existing Ground Surface 0 1 to l 1 11 to 3' Soil Description Yellow brown, moist, medium firm silty clay·with some fine sand. Brown, moist, firm, fine sandy clay. Soil Description Red brown, moist, firm, silty fine sandy clay White-yellow, moist, very firm silty fine sand with clay binder. Mr. Douglas Thompson Project No. 87-9-22F -2-October 6, 1987 Laboratory Test Results A County of San Diego expansion test was conducted on a sample obtained from Pit 1 at a depth of 1 foot to 2 feet, and the soil was classified as a fine sandy clay. The sample was remolded to County of San Diego procedures at optimum moisture content, then allowed to saturate under a unit load of 144 pounds per square foot. The results are as follows: Remolded Optimum Moisture Depth Dry Percent Moisture Content Pit of Density Expan-Content Saturated Expansion No. Samele lb/cu ft sion % dry wt % dry wt Index 1 l 1 -21 107.8 4.62 12.4 21.0 46 The results of the expansion test show that the soil tested has an expansion potential of 4.62 percent with an index of 46. The potential expansion of the soil is classified as low according to the Uniform Building Code. However, it is recommended that the following design precautions be taken in order to minimize the adverse effects of the potential expansion in these soils: 1) Isolated interior piers should not be used. Continuous interconnected reinforced footings should be used throughout, and these should be placed at a minimum depth of 18 inches below the lowest adjacent exterior final ground surface. 2) Reinforce and interconnect continuously with steel bars all interior and exterior footings with two #4 bars at 3 inches above the bottom of all footings and two #4 bars placed 1 ½ inches below the top of the stems of the footings. 3) Use raised wood floors that span between continuous footings, or reinforce all concrete slabs with 6 x 6 -10/10 woven wire fabric, and provide a minimum of 4 inches of clean sand beneath all concrete slabs. Provide an adequate moisture vapor barrier 2 inches below slabs under living areas. 4) Separate garage slabs from perimeter footings by½ inch thickness of construction felt or equivalent to allow independent movement of garage slabs relative to perimeter footings. 5) Provide positive drainage away from all perimeter footings to a horizontal distance of at least 6 feet outside the house walls. 6) Presa tu rate the upper 3 feet of soils approximately 5 percent over optimum moisture content one week to 4 days before pouring concrete footings and slabs. The undisturbed natural soils on Lot 120 have an allowable bearing value of 2000pounds per square foot for one foot wide continuous footings founded at a depth of 1.5 feet below the. undisturbed natural ground surface. A narrow strip of compacted filled ground was placed on the eastern side BENTON ENGINEERING, INC. Mr. Douglas Thompson Project No. 87-g-22F -3-October 6, 1987 of the lot. The compacted fill extends approximately 10 feet west of the eastern property line. If any footings are founded in the compacted filled ground, an allowable bearing value of 1510 pounds per square foot for one foot wide continuous footings founded at a depth of 1.5 feet below the lowest adjacent compacted filled ground surface is recommended. Respectfully submitted, BENTON ENGINEERING, INC. Byd{J~~ ;-aohn H. Benton Re,ie~d by~~~!ii,~• ;?;'"' __ _ RCE No. 10332 Distribution: (3) Addressee JHB/PHB/jer BENTON ENGINEERING, INC, •••• ..... •~--........... ·--c-• BENTON ENGINEERING. INC. APPLIED SOIL, MECHANICS -~ FOUNDATIONS 6741 EL Cl.JON BOULEVARD PHILIP HENJ<ING BENTOIJI flll'lltll[StOil:NT -c,1i1rL l;NG.IN&UII' Rancho La Costa, Inc. Route l, Box 2550 Encini tcs, California 92024. SAN 011!:GO, CALt,ORNlA 9.tl 15 June 23, 1969 Subject: Project No. 68-11-23D Gentlemen: Fi ncl Report on Compacted Filled Ground La Costa South Unit No. 1 Rancho la Costa, Cal ifornio . .. :· '\ s .... o,r:ao, sa:s.ses4 u MnA, -4e9.ses,4 This is to report.the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of Lots L, 3 to.1.,. !~lusiv!z ,1_4 to 25, inclusive, 34 Jo 39, inclusive, 43 to 46, inclusive, 54 to 58, inclusive, 62 to 72, inclu~, 83, 84, 86, 87, 89, 90, l JO to~inclusive, 122, 123, 131, 132, 151 to 154, inclusive, 166 l'o 177, inclusive, 181 to 184, 1nclusive,,and Portions of Lo Costa Avenue, Navarro Drive, Viejo Castillo Woy, Nuevo Castillo Way, Sevilla Woy, Levante Street, Galicia Woy, and la Coruna Place, La Costa South Unit No. 1, Rancho La Costa, California. The fills were placed duri1"9 the periods behveen February 4, 1969 and May 2, 1969. lhe 6pproximcte a~eas .. end depths· of filled ground placed under our inspection in accordance . with the approved specifications are shown on the attached Drawirg No. 1, entitled "Location of Compacted Filled Ground. 11 The grodif"8 pion used for the placement of filled ground was prepared by McIntire ·& Quiros, Inc. doted January, 1968. The approximate locations at which the tests were taken and the final test results ore presented. · on page Nos. 4 to 19, inclusive, under the 11Toble of Test Results. 11 Jhe laboratory determina- tions of the maximum dry densities and optimum moisture contenfl of the major fi II materials are,'presented on page t--.lo. 20, under the "Laboratory Test Results. 11 Some of the maximum dry densities shown in the 11Table of Test Results" were combinations of thes-e .. The tests we.re taken durir-G the weekly periods indicated below: Test Number Week Endif'9 l to 8, inclusive February 8, 1969 9 to 29, inclusive February 15; 1969 30 to 37, inclusive February 22, 1969 ,. 38 to 89, inclusive March 8, 1969 _.,,.. ... __ 9.;,..0~to.;.......,1:-::3:-:9:-L,-:i:-n_c.1 u...;s_i v.:..e:;__ _________ March 15, 1969 140 to 191-, inclusive ·March 22, 1969 OJ-, j/t'/. 192 to 257, inclusive March 29 1 1969 0 , 'to '1 Continued on pog~ two~ I• Project No. 68-11-230 . La Costa South ·Unit No. 1 Test Number 258 to 352, inclusive 353 to 433, inclusive 434 to 461, inclusive 462 to 485, inclusive 486 to 506, inclusive -2- Week Endi'll April 5, 1969 Apri I 12, 1969 Apr I I 19, 1969 Apri I 26, 1969 May 3, 1969 June 23, 1969 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearif\1 value of at least 1510 pounds per square Foot for one foot wide continuous footi1"4:ls founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. , If footirgs are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1~ hori:zontal to l vertical hne projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adeq.uate to satisfactorily support the proposed one and two story wood frame dwelli~s without detrimental settlements. In our rep0rt of the original investigation conducted at this subdivision, (Project No. 68-2-2C dated March 8, 1968), we stated that some silty clay and sandy clay soils had been found 1;,n the sHe that were expansive, and we recommended that each lot be inspected during or after ' grading to determine those lots in which such expansive soils exist within the upper 3.0 feet. This has been done, and the followi111 lots have been found to contain potentially expansive soils within the upper 3 .0 feet. Lot Nos. · 1 to 81 i, inclusive lot Nos. -J7 to. 1~, incll,Jsive lot Nos. 170 to 184, inclusive It is recommended that the followire special design precautio~ be taken for_ the houses to.be. constructed on the above-listed lots: - 1. Isolated interior piers should not be used. Continuous footi~s ;hould be used throughout, and these should be placed at a minimum depth of two feet belgw-. the lo-west adiacent exterior final ground surface. . ·· 2. Reinforce and interconnect continuously with steel bars all in~erior and exterior footi rgs with two I 4 bars at 3 inches above the bottom of a II footings and two I 4 bars placed 1 1/2 inches be low the top of the stems of the footi ~s. . 3. Use raised wood floors that span between continuous footi~s, or reinforce all concrete slabs with 6 x 6 -10/10 woven wire fabric, and provide a minimum of 4 inches of clean sand beneath all concrete sl~b&. Provide a moisture barrier 2 inches below slabs under ltvirg areas. BENTON ENGINEERING. INC. ,. Project No. 68-11-23D La Costa South Unit No. 1 -3-June 23, 1969 4. Separate garage slabs from perimeter footirgs by 1~ inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter Footirgs. S. Provide positive drainage away from all perimeter footi1"9S to a horizontal distance of at I east 6 feet outside the house walls. - In addition to the filled ground placed and inspected within la Costa ·South Unit No. 1, there was an area of fi II approximc1tely 180 feet east of the east end of Navarra Drive. lhis area is shown on Drawing No. 1, and the tests taken within the area are Test Nos. 257, 258, 264 and 270. Respectfu 11 y submitted, BENTON ENGINEERING, I NC. By ?111,,·,/~ M. V. Pothier, Civil Ergineer Distr: (4) Addressee (2) McIntire & Quiros, Inc. Attention: Mr. Gary Cumbey ( 1) Rick Ergineerirg BENTON ENGll'llcERING, INC. ·r HAI: (1•6) C-4•4.J to 24'-0" (2•4> C-l•4.l to 24'-0" a· M B 4.0" 4.0" _!_ l.5" 1.5" 4 Im SPUCI c-2.s.1.o 10 z••-o- ALT!lUiAn SPLlC! (II) C-2,5:14.l to 24'-0" sn1a C-5ri.O to 24'-0" SYlotMETAICAL ABOUT C[NTEflllNE F'ILE NO,: nuu -24 -' • 40• DATE 61\/94 RH n-1 DES BY SC TOP CHORD ALTEltffAT! SPLICt (Tl) (2•6) C-4114.J tn 14'-0" (2:14) c-2 .5:a4. 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J\l,m-1 Srr 'h(l'" P11111e •S N'\CN° .tlf"-tf tty ~ pf"f1• (_N rt'l<fl- ~1o,on••0111 Ill• lf'Ht°'C lllfl't t" u• ,...llt.W••••1.1~ Alll)ll"'l!'f,111#1/JOo• Oft Po, .. Spo,co -. ON pr,net por,,"11 'l()M;n 11r• ~atM ff t,c. , .... pa~ ,.i"I\Jlh f • 5-., f'ifhef ~of~,,.,,,.. ~•1M IX.JIJG.rtll ~---- C-l.514,3 to 2••-0 .. HDI-Tllt C-2.h6,0 to 24'-0" c-2. 5it4, J to 21 •~r f Oil 11 ll SPANS NO fED OU.OW. l.UMIJI-ll St◄l\l L BE OF Tl-IE MINIMUM GRA()f ANIJ SPECIE INOIC:AT ED OIORO ----.----..-----r--_;__,,-----,---,,.....-~~-.-=-::-:=--r---::=-.,-".'.".::"~~--::--~"."!':""-,-~-:":':':-Y---·I SllE 2<100F 22'.,0F 2100F 1950F moo, IG!>Of 1450F ss DF #1 OF 112 UF ss HF #1 HF 116 U'-0" 24'-D'' lll'-11" sr O STAJIDAIID BOTTOM CHOUD 2x4 24' ·ll" 2''--0" 24'-0"' W(fl Ml MIii II'.• · ;• • 4 SI I\NDAJI() 011 SI lJIJ ( illl\lJI" 11I M · f tll. ? • :J •1 Ill M I Ill OIi I\~; NO no ON flf r.;1<,N ______ _... ....... ..,~ •.. -._.__.,.,,~-v'--•-~ .... --_--... ____... _________ ...,. .... _....,..,. __ ~.,,..---------------- \ lf i-i O f U.A~_( , _ . AL \ . .J. ~'-w .... ~-L-11.., •~, ,..}-"'~-· * * * * * * * * * * * * * * * * * * * * * * * * * »· * * * * * * * * * * * * * * * X}* ~~;1 * *'-'h"~-~Ak* * * * * * * * * CALIFORNIA ENERGY COMMISSION -PASSIVE SOLAR CALCULATION METHOD FAFCD, INC. 235 CONSTITUTi □N DRIVE MENLO PARK~ CA. 94025 FAFCO 444A PASSIVE SOLAR WATER HEATER CUSTOMER/PROJECT NAME: DATE: ONET USED::::: C!f'i'l:~!3 USED ::;: QLDE\13 UBED "'" GALLONS PER DAY - NO.OF UNITS USED= 26000 20 .. :~6 ~-1:::· .:~ 1,,,,11,J II ,,., ' j ' STEP 1 -TSRCC -32.41296 STEP 2A -L' -4.616048 STEP 2B -QLOSS SRCC = STEP 3 -QTOTAL SRCC = STEP 4 -QTOTAL LOCAL: STEP 5 -QTANK LOCAL - STEP 6 -QLOSS LOCAL~ STEP 7 .... NN~ STEP 8 -QDEL LOCAL - STE::P 9 OhNN ... t)OUG THOMPSON THE CL. J M{HE ZONE 28520.80 4380 .. Bl!-:: 24139.9~5 B811. OB~S STEP 10 -NET SOLAR FR~CTION (NSF) =58.22816 ********* ROUND NSF TO THE NEARE3T 10 PERCENT 60'%. NSF TH IS f~EPDr(f l•Jm3 DONE FIJF;: ~ I\IATL.IR(:,L ENERGY DF\/ELOPMEI\IT TED MOUNT 504 liJ. MI ~3G I UN (.\'-)E.. ~~U I TE ?i:l'.'i ESCONDIDO~ CA. 92025 *******************************'**************************************** ********************************************************************** CALIFORNIA ENEr-:;:G'{ CDMMIBBION -P(.\SSIVI:.-:: SOL.AH CALCUUHIClN MFTHCJD FAFCO ~ I NC. ~r::.5 CONBT I TUT I ON DR I ''(;f.: MENLO PARK, CA. 9402~'; FAFCO 444A PASSIVE SOLAR WATER HEATER CUSTOMER/PROJECT NAME: DATE: QNET tJSED = G!HES USED = (;lLOSB USED ;::: OCTOf.iEh: 2'i !' 1 9B7 26000 ~::.00 20. =~;6 GALLONS PER DAY - NO.OF UNITS USED= 1 1 -TSHCC -:~:-2. 41296 2A -L" -4.616048 2B -QLOSS SRCC = 3 -QTOTAL SRCC = 4 -QTOTP,L LOCAL. """ 5 -QTANK LOCAL - 6 -QLOSS LOCAL= 7 --N/A 8 -· fJDEL L..C)C~Al_ -- 9 Dt\NN - DDU('l T HOl'1PSClhl THE CLIMATE ZONE= 2393.917 28393. ';' 1 28520.80 122. ,215:3; 4380.843 N/A 24139.95 8811.085 STEP STEP STEP STEP STEP STEP STEP STEP STEP STEP STEP 1 0 -· NET SOL.AH FRACTION (NSF) =58.22816 ROUND NSF TO THE NEARE3T 10 PERCENT ********* 60% NSF 7 THIS REPORT WAS DONE FOR: NATURAL ENERGY DEVELOPMENT TE::I) MOUNT 504 W. MISSION AVE. SUITE 205 ESCONDIDO, CA. 92025 *******************************t-**************************************** Price Quote: Sol3r Water Heating ENERGY CENTER, INC.a 1020 E. Pennsylvainia Ave. -Suite C Escondido., CA 92025 (619) 7 43-3119 Name:_.t...:.../V],l..!-K.;;.._· ____,jI~ft.:.......;0M~PS:;.._o:....ic...J ___ _ Date: -----1/_·("_-_3_--..._g 7_ Address: ___________________ _ Pryone: _______ _ City: _______ State: _____ Zip: ___ _ Juantity Item -~ Solar Collector Panels -4 X 8 ,. 4 X 10 -·x Copper Piping with All Associated X Fittings and¼" Rubatex Insulation Storage Tank -Glass Line~ I Steel with U?per I Electrical Element X Differential Thermostat with Sensors x Circul?.ting Pump, 115 volt Grundfos Stainless Steel I Tempering -air vent -pressure relief X Support Rack Insulating Blanket X Pipe Runs Subtotal Sales Tax Per Panel Unit Ea. Ea. For Storage Tank 66 Gal. Ea. 80 Ga1. Ea. 120 Ga 1. Ea. Ea. 1/35 HP Ea. 1/20 HP Ea. 1/12 HP Ea. Valve Pack Ea. Per Pa•iel Ea. Ea. · Ea. Ft. Price Total $ ____ _ ;, ~ ---I i , Installation Labor: L s . Base System X Pipe Runs -per ft. X $ · Per Panel >( Penetratio~ -Wall/Rnof X Per Tank X Penetration -Ccncrete Rack -Per Panel XI Move Existing WH I C ~ 1 ~~::~:-1 r.", ,L ... .....,4,, ·: 1 _ .................. ' $ Cob,,:;1 $..:!;,t~ta.1 s TOTAL LA90R s A LL-MIITE/?.J A LS_ LA e()f!.. oJ--771 XEs lNCL!lJ2.ED TOTAL PRICE s ..17S-tJ. ' ' ------------ ~5£ {!/1t...-CS ,,,<JtR...e FCJ/2_ 2 -t./x 6 P~N Cl-..5 go C?AIL ...S";ro/2'4c;;e, C/Nl'T, / F. FAFC.O VN/ 7 Di?.e__s NtJ T /11:'Jf:-/ ,DE/'?//N.O~ PLEH,.se., ~r} e C/t /-r/.c..S tt ,,,,4,YL:) SAV--c .AIN.t::JTr/.C/Z PL.AH CHcc4 /c /lt?.,;P,C/Oc.L;>". /.-:;::,.,, -/ ~ '.60 ··-· "'..,'-.:;> / r/ t1 Mr :.5 t/,-Y ENERGY CENTER, INC.@ 1020 E. Pennsylvainia Ave. -Suite C Escondido, CA 92025 (619) 743-3119 -· C0L-U-CTOR 'R.A-rtN9 ~tJr'V\R£R§ 1hot.,Sc;l'ld<... of 6fl)s ~,., (laU< oe< oc,rel C O.J-<! "e" '-t AT @F) 2,CX:Ofifu/~l-1,';;a) '¥:.W/++2 \,coo 6fU){+i A (-9) 4S.2.L\ 34.39 23.l,2.-~-·~~--~-, 6 (-t9) 3q_43 LS.SC\ 11-82.. c.. (~6~) 3/:J.1(J Zfl-1~ 9.78 ----···------ 1)(-t-96) It.\. 18 5.54' I (').00 • -.,-,, __ n - E: (~ IL\t.\J --~ ------- 1)iariufac\-o<e'.{ ·. Svlat ~ans;+,on ) \nL . /\ddrrss ·, -~ lY'-::,Y uo.dt. S-L > Son Vie.Of> 1 CA q2..12... \ X'D.a:kJ_JlQ : P408 ~v'oKd ~ovn-e._ ·• San-up (;)-roSS A't£a.. ~ 32 .. 08 _f+."-~,uic\ ;· \J-Jo.k< ~utaclu~e~s fY\o..y.. ~-ec_o~~en~~d_ f_~!D ~~+:-~ <-\.0 (frn · D<i \AJ e ~~+-: q 1 \ 'os. ~~~~ o. 9 °60-\s . fY\o.;1u.murn O~.!:R.-h:,,_v~pe<(k\-D((:__ : 350° F fY\0-¥-1\'Y'\Ut"'n ~o..hl'l.i ~~~-=--: '2. ~ PS\ Co\ \ec.,-b-' ~ +ev-~a..l~ =-c;~~,,..--:-~'('Yl-~e4 \_ow \ (01"\ ~\a~s ·v'('a.rne.-·. Co0cW t'\0rn1v>urn fi_bw,by"" '<no._~·L0-,; UJf>(xY ·-yu_oe.. / ~ S\--ee:-\-- Cca_ h vv •• \5 l o..ch 9h \ "'-\- \ ns0\Q~~: ~oi.\ ~o.cet\. ~oo.vY\ -re.<1, n \CR\ \ D \DY N"\aJ--i::, n E.. ft 1 ~ i-e nc () ~ % uo._ ~ on ·. WC!Te: (P)-= (Ti··T"--) (P) /r -. 002.2.. (P).,_ /L lnciaev& A-na}f... \'Y1,A,~'e' '. "-lOTtc: (P) = (I/cos e r) ~ 0..T = \ .0 -. l 9CJ (.p) S1ope.-: -\. 171(,, ENERGY CENTER, INC.~ P.O. Box 2086 • Escondido, CA 92025 0 -11 I \!1.3'~1=;· = 1~\ 1----~ Alt. ~ I .l4 1rf 15_ lL.L IL 12 I I ! I I 0 I 4-t::P--•--_.J I l:_J (1) Solar ;7J~~~-T~nk (2) Conventional Water Heater L/oGAL.. (3) Collector Temperature Sens (4) Storage 5<":4..J", "''~ (5) Collector(s) A/ f-iss (6) Differential Thermostat (Control) {7) Pllfl1) (8) High Limit Sensor (Optiona (9) Freeze Sensor(s) (10) Automatic Air Vent (11) Check Valves · {12) Temperature/Pressure Relief Valves (13) Bypass Valves (14) Thermometer (15) Dielectric Unions (16) Ball Valve .. CERTIFICATION OF COMPLIANCE 0-7-U5 d CITY OF CARLSBAD Plan Check No. 0 T~ / DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 ( 619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92008 (457-4985) / Encinitas Union Elementary San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) 189 Union Street /4n Dieguito Union High School ~--625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: 7ho~.soc APN: -?;~ -JftJ -.!.L -/'1(}/-;?f/11~ Lev---<1,,,v re-Project Address: RESIDENTIAL: SQ •. FT. of living area -33 ,(&, Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By ~ ~ Date ------------------------------------------------------------------------------- FEE CERTIFICATION (To be completed by the School District) L Applicant has complied with fee requirement under Govern~ent Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other-------------------------------;------- sq. ft.@ __ ,....;~.;.__,5_-__ Residential Fee Levied: $ ,,9 / 7 L/ • 9t?.. b~sed on ,? -:S '/~ Comm/Indust Fee Levied: $ ------based on ------sq. ft.@ ______ _ AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square fo0t for commercial/industrial. 't . - CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. !7-Ysy DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 ? c::29(,;:, This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92008 (457-4985) / Encinitas Union Elementary ---189 Union Street Encinitas, CA 92024 (944-4306) San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) ~ Dieguito Union High School ~ North Vulcan Encinitas, CA 92024 (753-6491) -1E-+-"~OM""+~'V--'.S___,_O,__,lJ _____ APN: -iU_ -I ft} -.!_:j!'__ ,/tflJ/-A'vc~ Lep',4,,V re-~ Project Applicant: Project Address: RESIDENTIAL: SQ. FT. of living area -3,a ¥&, Number of dwelling units SQ. FT. of covered area ____ _ SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA ----- Prepared By ~ ~ Date FEE CERTIFICATION (To be completed by the School District) ---A-Applicant has complied with fee requirement under Governnent Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other------------------------------------ Residential Fee Levied: 331/0 sq. ft.@ _,. _Y?_l_ based on ______ sq. ft.@ Comm/Indust,.Fee Levied: $ ,.....)~' ------•. ✓ ' . . :L.,-~,.,,,.,r:1 €_ _,, b, . .., I .. ,. , ~--• , ,, Schoo Title AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. Date LEUCADIA COUNTY WATER DISTRICT APPUCAT ION FOR SEvlER SERVICE Owner 1 s Name Mailing Address Thompson Construction Phone No. 436-9729 .P. Q, Do• 409 scO/.Sb~ sew • .. EP. PERMIT fSSUED UPON Encinitas 1 CA 92024 RECEIPT ~ ~-Or-BUILDING PERMIT Service Address: Jl(o t Levant~2L_ Tract Description: lot 120, South #3 Assessor's Parcel No. 216-190-14 -~-~~~-------- BU/LO/NG PERMIT MUST Be APPLIED FOR BY _6' .• ;,")_-{-c)C, Type of Building --~d-up~l~e=x---~ No. Units 2 Connection Fee $1200.00 Lateral Size: 4" 611 8 11 Saddle Easement Connection (pre-pd 400.00) Extra Footage: __ @$ __ _ Extra Depth: ___ @ $ ___ 800. 00 Amount Rec'd $800.00 Ck. No/Cash #1572 Date ~ Rec'd By s. Williamson Lateral Fee Prorated Sewer Service Fee Total $..12D..Q..._Q_Q_ The application must be sigr.ed 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 lateral 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 conformity 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, MUST 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 DISTRICT-WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. -- The prorated sewer service feE! is based upon the date the District estimates that. serv.ice will begin and covers_ the balance of the fiscal year. There will be no _· additional fee or refund if service actually corrmences on a different date. For succeeding fiscal years, the sewer service fe~ will be collected on the tax roll in the s·ame manner as property taxes. The undersigned hereby agrees that the above information given is ·correct and agrees· to the conditions as stated.- ~ ~ wn •sSignature ~-Z8-?J --Date Z,.oh. 't. IO l o:~~~54 J Account No. .. ......,..UJ..V.L,1..'I.LJ...C.li...a...L.-. .,.~J.VJ.'t.J..\..-..1..1:'tt.J..J IIVJ-1.J.J:,.t\ U.l..'.::>".l.t{.ll,..:·l· ]966 Olivenhain Road, Encinitas, California 92024 753-6466 APPLICATION FOR METER SERVICE DATE: __ a~z_-_;:;_-_;;z_._7_L~------ACCOUNT NUMBER: OWNER'S NAME AND ADDRESS: NAME NAME: NAME: ---------------....,,.c,..:.=.....i...:J'""--~....:.c..;i:......:::.£....:....=..:_.....:::,.......:::....:....,.<-=-...; __ ADDRESS: -~-------------CITY: ---------------'PHONE: I HEREBY APPLY FOR WATER SERVICE AS INDICATED BELOW: DATE SERVICE DESIRED: METER LOC~TION: ,~._e-/-~-0-----.,...--,-- . . ,~.c/-d,d.c, . APPLICANT WILL STAKE? ADDRESS: ___.,,__,,...,._ ___ -----..c..,.....__...__..,....._ ___ _ CITY: --=-""'----=--=~-..-..:.-...;;c-------- P HONE: NEW INSTALL. W. O. # ---------TRANS. FROM: SUBDIVISION UNIT f ----------- TYPE OF SERVICE f UNITS SIZE METER: .,;7-¾ v ------'-"c.-,.....--~---u_ ~-r::,, MONTHLY MINIMUM:$ /·, ----------\ APPLICATION TAKEN BY_~~-·~---------- APPROX. PRESURE _______ LBS.MIN. . ~ ~. ~ \0~ ~ -~i LBS. MAX. --------\,, ~~-*_P_R_I_C_E_S QUOTED ARE SUBJECT TO CHANGE WITHOUT NOTICE Q!" COST.OF ¾'' METER ...................... i?~ .'d'.. ~ •.. <'{~ q P ....................... $ d~3 o. IMPROVEMENT DISTRICT CONNECTION FEE ID-/ ...:;2 . 06-'7d, ~ • --,; . . •••••••••••• -• -·• -•• $ /..:;::;,< ... ~- ADDITIONAL CONNECTION FEES FOR ___ UNITS @ $ _____ ••••••• $ ______ _ PIPELINE EXTENSION CONNECTION FEE (EXT. # } ..................... $ DEPOSIT ( ~:...61. ---) ................ $=L==CJ,-t:,===· ==0-0=·== OTHER (-------------~--------------) ............. ·$ ______ -,-- TRA.NSFER FEE .......... ~ ................ _• ••••••••• ~ ........ -........ ·$ ------- /. ~--" 9 0. oo . TOTAL PAID ................... $ -, .. .J ~------ ''I HEREBY AGREE TO ABIDE BY THE RULES AND REGULAT.IONS OF THE OLIVENHAIN. MUNICIPAL WATER DISTRICT.AND AM IN RECEIPT OF. A-.CPPY OF_THESE RULES AND . REGU~TIONS. n INSTALLATION OF METERS ARE :SCHEDULED. ACCORDING TO THE DISTRICT ".S CURRENT woRKLOAo.81GNATURi:'. ~~/rT . 0 F o·R-DISTRICT USE ONLY --------·-.----· -·---- METER # STARTING DATE METER SIZE ---------------------- METER. TYPE UNITS DIAT.S \ f 'I LEUCADIA COUNTY WATER DISTRICT APPUCATION FOR SEWER SERVICE Owner 1 s Name Thompson Construction Phone No. 436-9729 Mailing Address ..P. Q, B-ex 409 ~/Sb~~~ si:w • ._ ER PER►AIT ISSUED UPON Encinitas, CA 92024 RECEIPT - Service Address: ..-t2!f.ll.{ Levante St. ~-Oi-BUILDING PERMIT. Tra ct Description: ~....,_lo,,...t"--"1-=2=01.-, -"'S,"""o""---ut=h!-..!!.#=3 ______ _ llUltDING PERMIT MUST Bc- APPLIED FOR BY _f·-J · .~)_-(-c:>Ci Assessor I s Paree l No. --=-21......,6,__-..,.19,,.,0..__-___.1_.4________ --.;;.;:;__.i_:::.~-., Type·of Building __ _,,d=u-pl.:...::e==x,___ ___ No. Units 2 Connection Fee $1200.00 Lateral Size: 411 611 811 Saddle Easement Connection (pre-pd 400.00} Extra Footage: __ @ $ __ _ Amount Rec'd $..8Q.Q.OQ Ck. No/Cash #1572 Date M.27/79 Rec'd By s. Williamson Extra Depth: __ @$__ 800.00 Lateral Fee Prorated Sewer Service Fee Total $.J.20Jh.Q!L The application must be sigr.ed 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 lateral 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 conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED ANO APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST 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 DISTRICT WILL BE CONSIDERED 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 comnences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. '&-Z&-77 --Date Z.oh't_ l O ~, .. i'o :>-.\ : ".:2 ,1 -9854 v Account No. • ., ~-... w ..... ,.,... , ., • -~--~ • ~---•••••