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2752 Llama Ct; ; 85-24; Permit
y 0 "' z 0 ;:: .. a: :l u .. 0 "' i[ 0 u "' .. 0 ~ 5 ~ .. z 3 0 z 0 ;:: .. "' z w .. ,. 0 u "' ir w " a: 0 3 I L ![ D I hereby affirm that I am licensed under provla!ona of Chapter 9 (cornmencinti with Section 7000) df Division 3 of the Business and Proless!ons Code, and my license is 1n full force and effect. L,c No _____ _ C1a,,, I here~y af11rm that am exernot 1,~m t~e Cont·;F:- tors license Law for the following reasor !Sec 7031 5 Business and Protess1ons Code An·1 c,ty or c~unly wh,c;; re Quires a perm,1 to co~s:·uc' alle' ,mprove demo.,sh, or repair any stru::ture. ~r,or 10 ,is issuance also requires !he a, pl,cant for such ~erm,t to Irle a s1qned 1tatemert thal he rs licensed p~rsuant to the prov,s,ons of lhe Contrac10r s License Law 1Chapter 9 commencing with Sec:,on 7000 of D»11s1on 3 of the Bus·ness and Proless,ans Coce, or th~l Is e, empt :herelrom and lhe basis lor the allegea exemption A.ny •11ola!1on cl Sect,on 7031 5 by an aopl,cant for a perm,, ou~- Iects lhe apOl'cant to a cIv1: penalty of no\ more !han 11ve sur drecJ doi,ar, :$50(·1 I as owner of t~e property. or my employees w1Th wcges as their sole compensalIon will do the wor~. ar.d lhe st•uc- :ure ,snot intended or offered lor sale 1Sec 70~4 Bus,ress and Pro:ess,ons Code The Contractor's License Law does ~ot apply to an owner ol property who builds or ,mproves :hereon and who aoes such work himself or th,ough his own employees. prov,cted that such improvements are not ,ntena ed or altered for sale II. Mwever the building or improve- ment ,s sold w1th1n one year of completion. the owner-builder will have the burden or prov,ng thal he did no1 build or ,m- ~rove lor the purpose o1 sale) I as owner of the prooerty, am exclusively contractInq w,tr-licensed contractors to construe! lhe pro1ect !Sec 7044 Bus,ness and Proless,ons Code The Con1racror's License Law does not ap~ly to an owner ot properry who builds or Im-~roves thereon and who wn\racts for each pro1ecis with a contrac10,1sl license pursuant to the Cor.tracror's License Law) A.s a homeowner I am Improv,ng my home and lhe lollow ·ng condI!1ons e,ist 1 The work 1s being pertormed prior to saIe 2 I have l,ved ,n my home lor twelve mon1hs pr,or 10 completion of lh,s work J I 1ovc no! clwr>cd this exe,npt,on during the las: th<ee years for i'n~; r!~~~At under Sec ----~-B & PC D I hereby al!,rm that I ha,e a cert,t,cate o• conse'1t to Self ,,,sure or a r-er11!,cate of Wwse,s Compen,s.at,on Insurance. o, a cert,t,e<J coo; Thereo' (Sec 30CO Labor Co<lel POLICY NO COMPANY 0 Copy ,s hied with !he c,ty 0 Cert,toed copy ,s hereby •urn,shed CERTIFICAH. OF EXE::MPTION FROM WORKERS COMPENSATION INSURANU. (Th,s sect,or-. '1eed not be completed ,t the ~,e•'TI,I ,5 •or one "undred dol,ar5 ;$100, ,,. es~ D I cen.ty that ,n lhe perlormar-.ce ol l"e won. '"' ,.Jnch th,s perm,! ,s ,ssued I shall nol e~·;.iluv drh pe,sor-. ,n any mar-.ner so as To become sutiIec• t,, the Worl<ers CoToen,s.a1,on La..,-5 of Cal,lorn,a NOTICE TO APPLICANT 11 at1er 'lla~,n~ th,~ Ce,1, !,cate of E,ernpt,on )'O\J. should become sub1eC1 I' the Worl<ers Compen,s.a!1on pro.is,ors of !he Labor Code you musl !orth11,,1h comp•; w,10, such prov,s,ons o, lh,s permII shall be deerred ·e,,,ked DI hereby attrrm lhat there ,s a corstru,1"'" Iend•ng aoency lor Th" µf>rto,marc e v• the won. 'v wh,ci' th•s pe,n·,! ,s -~~ued ,s,,, 1()97 r:,,,. C-ude Lende, s Name ___________ _ Lende, s ,l,.Qdress __________ _ I USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I I --CARLSBAD BUILDING DEPARTMENT APPL'lCATION & PERMIT 1200 Elm. Carlsbad, California 92008-1989 (619) 438-5525 l0~lt'? JOB AOOR'ESS • AV. ST.RO. NEAREST CROSS ST. :l;;t7 0-L/..._~ ~ ~ '-'-...,~fr~ : l&.1'.l1BLOCK iSUBOIVISlON I •~o's, PM1C\:f "l.,u , 0 "l,, OWNER'S NAME /1-A1 k.te i46-r2-~~ -• I I~::~ ;;_Nd CONTRACTOR c~·· ,--I BUSINESS LICENSE # VALUATION ;q l z4o CONTRACTORS PHONE # ZONE / PERMIT NUMBER jt/1,~y CONTRACTOR'S ADDRESS LICENSE NO PLAN 1.0. # BLDG USE CODE OWNER'S MAILING ADDRESS <t er I I t:lv I~ ) h-$ D 0,¥:\ '\'v\ --s I 'IDESCRIPT!O~ ~ tr:? I /'"1 ... ~ I DESIGNER LICENSE :t STANDARD PLAN# BUILDING SQ FOOTAGE 3"",l, I DESIGNER'S ADDRESS DESIGNER'S PHONE ! 1=,0 ~i12.__o-~r-~E_.b_ __ ·.~ ,ci "J}!-1 :=s EDI f CENSUS TRACl GP LANO USE CE GRADING PERMIT ISSUED REDEVELOPMENT FIRE SPFI I AREA 1 1 D ~ D -. O r-.. vO Not Vahd Unless Machine Cemfied : QTY. PLUMBING PERMIT. ISSUE QTY MECHANICAL PERMIT -ISSUE SUM~UNT NUMBER EACH FIXTURE TRAP INST Al L FURN DUCTS UP TO 100 000 BTU BUILDING PERM!T 01-00·00-8220 ---t--- EACH BUILlllNG SEWER --~---__ _ _ _ OVER 100.000 BTU SIGN PERMIT ___ ---~1-00-00_·8221 EACH WATER HEATER ANlJ OR VENT BOILER,CUMPRESSOR UP TO 3 HP L----'---' PLAN CHECK 01·00-00-8806 EACH GAS SYSTEM I TO 4 UUT LETS '-.liC-l~ SOILER COMPRESSOR 3 1'.l HP ----~'---TOTALPLUMBiNG 01-00-00-8222 I EACH GAS SYSH.M J uri MOHE METAL FIREPLACF -------ELECTRICAL 1 EACH INSTA~ ALT~~.'....R~~~~~~ER P1PE 7~; vrn1 FAN SINGLE Du CT MECHANICAL I EACH VACUUM BREAKER MECH EXHAUST HOOD DUCTS MOBILEHOME 01-00-00-822:J if---t-'~--c:-:-::--::c------------r---~--1,---t-:c:-c==c:c=:c:-=:-:-:~----::-=:-::---+---~-H--===~----,i~~====-t----------j I '1\IAH.R SOFTNER RELOCATION OF EA FURNACE HEATER MOBILEHOME PARK Ill. LJ!j__ I [A',1-' RCUF .:::;:.'r< 1 ''J:; ,ll SOLAR ~,c,__:;_,-00-00-8226 _ __ ~ . TOTt.LMECHANICAL STRONGM□TION 80-92-33-0519 /S,,7-1/:. ~ -::-71 ___ /~ FIRE SPRl"Ji<LERS 01-00-00-8227 ELECTRICAL F . --1, .:;;;,--Ii QTY --;w L " ~LIC FACILITIES FEE 32-00-00-893:J . . ,,,,,._,~, ERMIT -,ssuE .-:;, ~----d orv1 --_srn AR .1ss11F i --~R1DGE FEE ----------=------I -Q 1 ... ,11 fCT:JRS . I 1~ i;HOOL_FEE···-DISTRICT . ---· 1s-~;A'J-;S ______ _j. ____ _:_ _ _J,~c~~d_ ----80-92-21-0519_-+--________ _, SOLAR ISSUE - I EXIST BLOG EA AMP SWT BKR ~()Cc RVi --------+-~--Encinitas 80-92-22-0519 1 1 PH lPH P10'','P ·-"--•SanD1eguito ----80-92-;3-0519 ------- I REMOOEL Al Tt:R PER [IRCUII P'_),'. \>jEC•. ~EE _ _,______ S}nMarcos J.;iL, 80·92-24-0519 -- ~--+--'-f~E~M~P~P~D~L~E'--~/~110,.:_,;~M~P~S----------+---1-l.L-'------1-----1------_ I OVER 700 AMPS ----------=="---c-l----'---l--LICENSE TAX 01-00-00-8162 TEMP OCCUPANCY ·30 DAYSI ----------------------"'-------M-FF-80~~0519 ·ia:;_ 1 ---'------------------~---• ,-CREDIT DEPOSIT : lfllAL EllLIRILAI ---1 /.S---TOTAL FEES PAYABLE I ' I I HAVE CAREFUcL y >EXAMINED THE COMPLETED ·APPLICATION AND PEAMIT' AND DO HEREBY ExpH"ation_ Every per_mit issued bythe8u1ldmg Olhcial underttie prov1s1onsofth1s * AN OSHA PERMIT IS REQUIRED FOR EXCAVATK>NS OVER CERTiFY !J'NOER PENALTY 'OF PERJURY THAT ALL INFORMATION HEREON INCLUDING T haH e1<p1re by llm_1tat1on and become rn.iH and void If the build mg or work 5· O" DEEP ANO ITION OR CONSTRUCTION OF I DECLARATIONS ARE TRUE AND CORRECT AND! FURTHER CERTIFY AND AGREE IF A PER !S autho zed by such permit is not commenced w,th,n 180 days lro the date ot such STRUCTURES O E 3 STORIES IN HEIGHT I S GO•'ER I G CON perm , or if the bu1ld111g or work authorized by such permit suspended or ISSUED: TO COMPLY W!TH ALL CITY. COUNTY AND STATE LAW • N N BUILDIN -y•~~<lo~n~ed!!.,!•~•!•~o!,!!•m!!!!•~•~·•~t~•~•!•~w~o~tk!.,!!"~'~o~m~m~•~o~c•~d!_.!!lo~•~~"~~o~t}18~0Ld~o-,,, ___ -1~~,.,,,~~~--,.,..cl"':;;_-----~~-,'--~-~ I STAUCTION, WHETHER SPECIFIED HEREIN OR NOT l ALSO AGREE TO SAVE !NDEMNI Y ANO ~ UC N . APPRO ED BY t KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABIUT1ES, JUDGMENTS. CO SANO T SIGNATURE • C:ONTRACTOR 0 EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQU'ENCE T □ ii t GRANTING OF TH1S PERMIT BY PHONE ~ ~ iL..-----------------------------------------...JL__::::::..::_ __ ~___:, ___ _L_-,1,~~L.J ~ u: >a ;;, 0 0. E m 1-- ! 'O 0 I.'.) C m u 0. 0. "' ~ C a: 0 00 00 m 00 00 "' I ~ 0 © >- "" 00 m u 0 a: m "iii 0 ~ ill u C m C LL ,::_ C m i" I.'.) 0 u m 0. 00 C ~ ~ ;; I TYPE DATE INSPECTOR r BUILDING , 1 FOUNDATION ~~ /) REINFORCED STEEL ~ z./1..1/af'lf A s•1a. MA-seNfW s-~4_ 2,/21/rs--//1 GUNITE OR GROUT~ 1 .--------.-f7 FLOOR·& CEILl~.,ZUB FRAME 1 SHEATHING M~ooF o SH ~AR FRAME '-""l ~--!J_~L EXTERIOR LATH (" ) I INSULATION ~ INTERIOR LATH & DRYWAL~ .Ll -:,I-lcl~u.s1r .,.., r:=-t7~ V PLUMBING I SEWER AND BUCO D JPUCO i I ~ ... UNDERGROUND D WASTE D ~/ATER lz/u/J'sf't' TOP OUT D WASTE D WATER 1 ' TUB AND SHOWER PAN 1 GAS TEST I I ~H /if~ D WATER HEATER D SOLAR WAjl"ER ELECTRICAL D ELECTRIC UNDERGROUND D l!JFFER -ROUGH ELECTRIC 1 l~•tv'( D ELECTRIC SERVICE D TEMPORARY "' 0 BONDING D POOL 1 MECHANICAL I D DUCT & PLEM., D REF. PIPING _J_ HEAT -AIR COND. SYSTEMS 1 L1 VENTILATING SYSTEMS ,.. CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAV8 BEEN APPROVED. FINAL ' I PLUMBING I • a . \ ELECTRICAL I I MECHANICAL I l GAS . .J I . / BUILDING I ;~~x -.~ .......-:_ _)C , SPECIAL CONDITIONS I I . ?S -~ -.: , \. ,, FIELD INSPECTION RECORD " REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOT ES . INSP-ECTION REO IF INSPECTOR S DATE . • • CHECKED APPROVAL ~ . . . ' SOILS COMPLIANCE --'~--\:..,-.-. . . \ PRIOR TO .:~·-... !' .. ~ .... 4 ,., FOUNOA TION INSP ,,_. "• I . STRUCTURAL CONCRETE 0 .4~ /IV.I I' /' A~P ·A~ OVER 2000 PSI ·t,/l've &flf/tlµ/l -~ ---£ ... PRES TRESSED , :111,~J , 7 CONCRETE h ,,,:~,,;u, I •• In ///~~Jl/41 A u 1/ni/e, -.. -·-~ Au nv.1/1! POST TENSIONED 7-, , CONCRETE FIELD WELDJNG ' . . HIGH STRENGTH - BOL TS To: ENGINEERING, FIRE, PLANNING, UTILITIES -,,. . I SPECIAL MASON,RY FINAL INSPECTION NOTICE ._ .. ·"· --.... _. ::).L/-~,, J ,·• -. ,. Date I ·-~ PILES CAISSONS ~ 7'-.-.i I f».-~1 A c_t )S'")-~« N Address -~ . _ ,.J_ Plan# s .\-· -p ·, \' E •. ·J _, •, . .., .. ~ r I\ C -Type of Construction ~ .··t ,. .. T ~ ........... ~ I I /n--;-_l..J .._,-q-... ': {_.,. _,r ;,-'- Person to Contact L....1.4 1.~, I") Ph. No. I /. , - ~neer~f) Date q /2 7 JP (-Approved , ~-ii.>_,,, 0 . artment N I _,/ , \ ~ PrAvAntlnn Date Approved I ~knlng ') R D artment Date Approved E 11 . -I Utlhues-a ., I Department Date Approved u I E -) ' -l '~ . Comments: s - T t: t IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL ~ ,>.' ·-' .. '• ...... ·.-,·:-, -~ ... . . "· ~ . . . ... ' ' ,1/J • · Received PLAN CHEC~ llUMB~R &r, J, y ADDRESS ,;? 7 .J.) L. (?! Dj,\~ 141985 PLANNING: TYPE OF STRUCTURE ,/4;-p/4 '=Z.44,-u1· Cl~NQf, CARLSBAD SCHOOL FEES: SAN DIEGUITO_______ ENCINITAS ______ _...,.::;_ c::: I.I :3 I.I CARLSBAD ------- % COVERAGE -------,.-----+-1--- B U IL DING HEIGHT ----+-t-+--t-T---~ FENCES/WALLS _____ -+--+--+-+---- . HJO CAR GARAGE ·---------- SAN MARCOS On1iJ;_{Q ~ REQU{REO SETBACKS ------ FRONT ------,~--.-4----- S IDE ---~,--,,......,.. __ _ REAR. ____ ~;__ __ _ ;: ~ COMM ENTS : _____________________ , _____ _ I.I c:( a: C □ ~~ ~ REDEVELOP~1ENT A?PROVAL REQUIRED: ___ ~+z------------....... -- 6 ~ □ I.I.J-c:: ::, 8 ~-□ LANDSCAPE PLAN COMMENTS: ------.:.3-.--~~---------- c::: ENVI Rm!M ENTAL REQUIREp.:_: -------~......;.------------- ADDITIONAL COMMENTS: ~--------------------- OK TO ISSUE: * DATE: 1(,iti~toK TO FINAL: ___ DATE: ___ _ ENG I NEER ING P.F.F. tl,/4: R.0.1~: €7Y~z-w-}C LEGAL DESCRIPTION VERIFIED? Ye,.S 0 PARK IN LIEU IMPROVEMENTS: A.P.N. CHECKE~ ,/....C,N-p~·---- ~ GRADING PERMIT: ~-....,:._~--~------T------------ EASEMENTS: DATE: l/' I * ENGI NEERING INSPECTION REQUIRED: ________________ _ PUBLIC r!ORKS INSPECTOR: ___________________ _ FINAL OK: -----------DATE: ____________ _ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 D ATE : Y'l{.(AUJ 31 I J<tB 5 J UR IS DI CT I ON : c/4 1 /4 da cf 0 APPLICANT 0 JURISDICTION 0 PLAN CHECKER 0 FILE COPY PLAN CHECK NO: ___ 5_S_Z_f~------0 UPS 0 DESIGNER PROJECT ADDRESS: ,//awr4s (/,.H,,, f □ □ □ □ □ □ Form 31584 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 defi c ien- cies identified on the enclosed check list are resolved and checked by building departmen t staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete rec heck. 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 applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicanVs copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advis e applicant that the plan check has bee n co mp 1 et e d . Per son contacted: 4,,,/2 ,.,...._ ll<Lb.d-4u .~, ,_, Da t e contac ted : _____ /_-_?_1_-_~ ........ ;s _____ Telephone # ','$/2~14c .;f- L ~ -/ /4 &d /4J d i, ENCL: r Vt . -----·-·······--··---,.--' ESGIL CORPORATION 9320 CHESAPEAKE DR .. SUITE 208 SAN DIEGO, CA 92123 (619) 56()-1468 D AT E : .:;:r.t,,,RJAB y 28 • r 'I as ' 0 ~ICANT Q-':rURI SDICTION 0 PLAN CHECKER □ FILE COPY JURISDICTION:.,......~c~'.ffl=w~s~P,A......,n.._ _______ _ PLAN CHECK NO:_~e~sL-~24:=---------- PROJECT ADDRESS•--~~=I..A~M=A,_,,c.o.....,u~e::c""'------ D UPS 0 DESIGNER 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff . • □ • D □ • The plans transmitted herewith have major 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 applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applf~ant•p c~p~ of the check list has been sent to: $. "ti~ -wJ.L -~ Esgil staff did not advise the applicant contact person that plan check has been completed • Esgil staff did been completed. advise applicant that the plan check has Person contacted: J?l,,,. &o~ Date contacted: _ _,/'---~;;~9_-~4£,..._ _____ Telephone # _____ _ REMARKS: ___________________________ _ BY: A/ tU/L,._ a,~J ESGIL CORPORA ON ENCL : /J~uot'AIL.$ Form 31584 ;. · ... r Citp of Carf.s&ab .JURISDICTION, OIR4,2,:J4p DATE 1•28 •$$ PROJECT ADDRESs,,_-'.t.o~T'--'g~._.1,{_,z.,1:,s..:.•;:,4;:::zo:ea,-"-,.os~,,.).___ Tc, /;,t7P{..IC.19J.IT Pt.AM codl!:CTION SR1!1C'T SIPtCU! !'AM:IL'f ANO 0UPL2X DWKLI.INCS Plan Check No. ____ _..,85=_-:2:,efc..... _____ _ Oaco pl•n• received by jurlsdiction _ __.½~,~~~/._..B~§ .... _ Oat• plana received by plan ·checker _ _,1//~/~4-~0ul;!.$':,,;;.__ O.te initial plan check P'OAEWCIRD: PL!!ASE RUD c:caploud. 'lze,/A(oy~ T•~ (61') "°""I~) Plan check i• liaitod to technical req\lir ... nt• concained in the Uniform Buildinq Code, Dnifora PlWllbing Code, Uni!om Hech&nical Code, National Electrical Cod• and stat• laws regulating energy conserv•tion, noise attenuation and ace••• for the handicapped. The plan check i• baaed on regulation• enforced by Che Building Inap4'Cti04 Department. 'fou MY have other correction• based on lava and ordinances enforced by the Planning Department, Engine■rin9 Department or other departments. Th• ite•• circled below need claritication, aodi!ication or change. All circllld it..., h&v. to be satisfied betore th• plan• will be in con!onMnce vith t.h• cited cod•• and requlation•. Per Sec. 303 (c), 1979 Unifo~ Building Code, the approval ot th• plans do•• not per.it t.h• violacion ot any state, county or city tav. ... (!). ~ Pl•u• aak• all corr•ctiona on th• ori9inal tra~in9a and submit tvo new ••t• of prints, anJ any original plan a•t• thac away hav• been returned to you by the jurisdiction, ·~· Cilil~Bl!JJ &.I/L/)1'>'-U=f'Alt-rmei'JT ·10 facilitate recheckinq. pl•••• identity, n••: to each circled it••• th• •h••t of the plan• upon which each correction on this ah••t ha• been Mde and return thia check ah••t with th• r■viaed plana. /-Indicate on plans th• na .. of th• l•9•l owner and na .. of person re■ponaible for the preparation •f th• plana. Sec. J02CbJ . ,(. D APPLICANT COPY 0 CITY COPY 0 PLAN CHECKER COPY &5-Z4- Subnlit fully di,..naioned plot plan drawn to ■cal• ■hovin9 loc~tion siz•• and ua• of all exiating and propoaed 1tructur•• on th• lot. ldtDSi(Y property linaa and 1hov loc di .. naiona fnd ♦11 tflMIO~I, Show location o( all C\1S et Ull 1leP11 u:· AtJ"f and approxi .. t• finian floor alevationa tor all atncturaa and ahov el■vations at 111 S9rfl■r1. S.C. ]01(617 • tndic•c• diatanc• troa c.ntar•lina ot 1tr11eC or •ll•Y to property line and distance tr. curh to property line. Sec. J02C~J7 ([;) Plana, 1peciticationa and calculation• IA&ll --S. si ned by• c;,.11carni1 Stace lic;,na;;r--•nqln .. r or architect. (California Bua.I~••• and Prot'euions CodeJ D. ,rR~ PROTF!CTIO~ f· Wal la clo••r than J ffft to property lines ahall be one-hour tir■-racltd construction, hav• no openings, •nd ah.all l:lava lO inch parapets vh•n tho building floor are• exceed• 1,000 aquara f••t on any floor. (Table S•A Sec. 170,CaJ Projections, including eav••• aay not ext.and aore th&n 12 inches into the l foot s■tbacJc: fro• Che property line. Sec. 1710 and Sec. 504(bJ Proj•c:t.ion•, including eav.e.shall be oae- hour Ure-resist.iv. construct.ion, he•vy tiaber or ot non-coiabuscibl• aat■rial if they proj■et into t.be l' ••tbaek ar•• lro■ che property lin•. Sec. 1710 ® .,.._ location ot ;,er.n.,.nentl:r wired saioke detector. Sec. 1210 XEQUWf.D 72t St AT {EAJTEL IJF CblJAI~ D1i'££.1Lt Ri!,c/,E. SillJU_ff'l-_....., ,o,; ,a'1LL "Ila 1"" l'LA•lf: C. ROOM SIZ!:Sr LICRT, V!:ln'tLATIONS AND ctAZINC r· ;(. rl· Y· Ono roo• ■u•t contain• aini..mum of 150 square f••t of superficial tloor area. Sec. l207(b) Habltabl• rooms. oth•r th•n kitchens, shall contain at l ■ast. 70 square feet of floor •rca. Sec. 1207(bJ Vindov area must tie at l•••t 1/10 of the floor area and a ainimum ot 10 square t■et per Sec. U07Ca>. Appears to be d•tic:ienc in cr.nabl■ vindCN area aust be 1/20 of th• f oor area and a ,ainiaul'I of 5 square !."••t. In b.athrooa1•• la11ndry coo.a• ,and •l•ilar rooaa. Ninimwa i• 1.S aq.tt. (Sec.ll05(a) On■-half ot all required window area 1111st ba op■nable in _____________ _ Provide -chanical ventilation capable ot providin9 tive air chan9•• per hour 1n bathrooa•, water cloaet coap,art .. nt ■, laundry roo•• and si■!lar rooa• 1f required vindowa are not provid-4. Sec. IZ05taJ No habitable roo-.. other than a kitchen, ahall be le•• than 1°0• in any di .. naion. See. UOl(cJ Show that ceilin'f hei~ht for habitable rooaa ia a ■ini■ua ot 1•,•. Sec. 12Q7(al r· @. I'· r· t· f· D. ~- ~- ~- Show cailing height !or laundry rooms, hallways. cor=ldors, and bathrooms is a minimum. ot 1•0•. Sac. 12071aJ Provide JO• clear width for water closet compart~ents and 24• clearance in front of water closet. Sec. l711(bl No cooking room shall be used for sleeping purposes, unless complying as an efficiency Living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as alass doors, glazing adjacent to such doors and gl4z.i.ng adjacent ::o walk.i.ng surfaces. Sec. 5406W1uODW 4 a boot a. Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic, Sec, 1711 {fl(gl Sleeping rooms shall have a wi~dow 07 exterior door !or emergency exit. Sill heighe shall not exceed 44• above the floor. The window muse have an openable area of at lease 5.7 square feee with the minimum openable width 20• and the minimum openable heighe 24•. Sec. 1204 Eaves a-nd cornices may not projece ineo a required yard more than 2 inch~• for each tooe of yard width if required w~ndows open into the yard. Sec. l206(d) A mezzanine is an ineermediaee floor and may nee have a floor area exceeding 33 1/3 percene o! the total floor area in the room below, and ehe mezzanine floor must have a clear heighe ~f 7 feee, above and below,and must have 651 of tbe long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story _____________ _ EXITS, STAIRWAYS, AND RAILINGS !loors above the second story shall have noe less than 2 exits. Sec. ll02fa) Required exit doorways shall be not less than 35• in width and noe less than 6'-e• in height, and shall be capable of opening at least 90 degr••~· Sec. 3303fel Provide J6• high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than§•. See. 1716 Show how guardrail :onnection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-9 t . Provide stain,ay and landing details. Sec. 3305(bl , fcl Maximum rise a• arid ~inimum run is 9•. }· ,. J· Minimum width J.s JO•. @ Handrails shall satisfy the following: ~-Prov~d• ~andrail for stairways over 30• high when serving a single dwelling. Title 24, Sec. T25-22(b) t· r· r· r· r· s/ r· t· Handrail shall be 30• to 34• above the nosing of treads. Sec. 33051jl Handrail projecting from a wall shall have a space not less than l 112• between the wall and the handrail. The hand grip portion of handrail 5hall be nee less than t 1/4• nor mere than 2• in cross-sectional .dimension. Sec. 330S(jl (see attached) Every stairway landing shall have a dimension, measured in the direecion of travel, at least equal to the stair..-ay width. Sec. 330S(gl A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stain,ay travel, to less than one-half the required width of the stairway. Sec. 3305(gl A door may open inward at the top step of a stair..-ay provided the top stap is not more than 7 112• lower than the floor level. Sec. ll0J(il2 Proviie details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. c. Minimum width is 30 inches. Sec. Jl0S(d) (see attached) Provide spiral stairway details: a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowese. b. Maximum rise is 9 l/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 330S(fl (see attached) Sprial s~airways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(fl Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(f) Provide I.C.9.0. Reaseareh Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Deparc.~ent or note that the stairvay fabrication shall be done under S?JCial inspection pert.he approved fabrication ?lans. Sec. 3061al4B and Sec. J061f) In buildings over 2 stories in height, provide l/4 hour fire-rated assembliftS for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. A.n exit balcony . .,ith 2 separated stairways is ex~mpt. S•c. 3305 Exterior stairways shall not project into the l foot setback from the property lin•s. S•c. 3305(nl ff. •• r&-r· f,· 'r· r· n· Y· j,. B. r· ,t. ;4· G. The walls and sof!its of the enclosed ~seable space under incer1or sca4rs shall be procec~ed on :he enclosed side as required for one-hour tire-resist1ve construcc40n. Sec. J)OS(m) MinL~um construction specifications shall be ~•d• a part of the approved plans. (Saa actac:ted} ROOFING Specify root pitch. Roof pitch is not adequate for roof type specified. Specify minimum pitch of ____ _ Specify roof material and application. Specify I.C.B.O. approval number for ~oaf materials not covered in use. Specify roof slope for drainage or design to support accumulated water. Sec. J20ila} Show roof drains and overflows. Sec. 3207(&) Provide skylight details to she,,,, compliance with Sections 3401 and 5207 or provide ICBO approval numb•r. Provide plastic root pan•l details to show compliance with Section 5206 or provide ICBO number. Show attic ventilation. Mini.nwn vent area is 1/lSO of attic area or l/300 of attic■ area if at least 501 of the required vent is at least 3 feet above ceiling joists. Sec. 320S(cl MASONRY Provid8 fireplace conseruction details or note construction to be per attached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 25161al regarding ties and t9 wire in horizontal joints or note construction to be perattached sheets J0-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note that cleanout openings shall ~•·provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 Show floor and roof connections to masonry walls. Connection sh~ll resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of the ~asonry will be required for _____________ _ GARAGE AND CARPORTS 1,0.Garage requires one-hour fire protec~ion / on the garage side of walls and ceilings common to the dwelling. Tabla 5-B Sec.30)(b) ~ll elements supporting floor above garage to have one-hour fire-resistive protec~ion on the garage side. Sec. SO). Beams and posts. not •,1it.hin the wall or ceiling con- struction, muse comply with uec. Table 43-A, or be minimum 6" dimension beam and minimum a· by a" post. Y2· l~. t,d•. Y,6. •• 9. @. I'· ------· --------------- Show l 3;9• solid core self-closina door for openings between garage and dw8111ng. S•c. SOJ(d) Garages are not permitted to open into a room us•d for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framing sec~ion, si:e of header over garage opening, lateral cross brac1~g at plate line and method ot brac1~~ qarage front. Chapter 23 NOTE: Minimum plywood diaphragm rstio is J 1/2 to 1 or 2•a~. Tsble 24-I Coors b•twe•n dwellings and at~sched garages may swing in either direction provided the difference in floor elevation b•tween the dwelling and garage does not exceed 1 1/2 inches and orovided the door is not used as the primary means of egress from the. building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see )30Jfi)2 and )305 lql. Provide ta• raised platforms for any FAU. water heater, or any ocher device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platfor:n(sl prior to framing platform. FOUNDATION RE UIREMENTS Note on plans that"A soils engineer shall ev•luate any unanticipated uncompacted fill or expansive soil or other soi: problems disclosed during construction". Sec.J061all2. Submit soils classification determination by a licensed engineer or architec-: -based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with th• soil report recommendation for this project.$!:bt,1 ½11!?EfASA111;,j Of Ho,,,,$r/F.AIA4e 51.A8. Provide notes on th• foundation plan listing the soils report r~comrn.endations for foundations. slab and building pad preparation, Nace on the toundacion plan that •prior to the Contractor requesting a Building Depar-:ment foundation inspection, the soils engineer shall advis• the Building Official in writing that: 1. the building pad was prepared in accor-dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, foniing and reinforcement comply with th• soils report and approved plan.• Provide spread footings for concentrated loads designed for 1,000 ?SF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation walls. Chapter 23 Show height of retsined earth on all foundation walls. Chapter :J Show distance of foundation cut or fill slopes and show heights of cuts and ~ills. to edge of steepnass and Chapter 29 1/9. ~ote on plans ~hat wood shall be 6-above finish grade. Sec. 24171cl 7. @-Note on plans that surface water will drain away !rem building and show drainage P•Jter~ ~ ~~ . .r~~·v~gi\i ~~~SJ._!J ~tl'~~a Dimension fOundation per Tabte'29A. TABLE NO. 29-A-FOUNDA TIO NS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS Dll'TN Of FOUNDATION WIOTH TNIC.N[SS IELDW NUMIH TNICKNUS a, " " NATUU,L or ,ouNDATIGN W.W. FOOTING FOOTING SUIFICE STDIIES (lacflHI (IIICMIJ tlncflHI a, ,1ou111a AND FINISH CGNCl:ffl UNIT ;llDl MASONIY (llldlllll 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 NOTES: \Vheft' unwual c:ond.itton.• or frost conditions are found. foorinp And foundll.tions ~hall be as requir~ in Section ::907 (al. Tb. l(!'OWld under thit lloor may b. e-acavatrd to thll!' t•le,·ation of tht" lop of the footin,i. • Show foundacion sills co be pressure creaced, or equal. Sec. 2517(cl l. Show foundation bolt si:e and spacing. Sec. 2907{el Specify si:e, ICSO number and manufacturer of powe; driven pins. Show edge and end distance and spacing. Sec~ l06Cf) Show si:e, imbedment and locacion ot hold down anchors on foundation plan. Sec. 2312Cf) Note on plan that hold down anchors muse be tied in place prior co foundation inspection. Sec. 2312(!) V'· Show adequate footings under all shear walls. Sec. 23lllel 11•· JA9. I. Show stepped footings !or slopes steeper than 1:10. Sec. 2907{cl Show minimum ta• clearance from grade co bottom of floor joists and minimum 12• clearance Co bottom of girders. Sec. 2517 Show pier si:e, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of 1a•x 2c•. Sec. 2S17 Show minimum under floor ventilation equal col 1/2 sq. ft. for each 25 lineal feet ot exterior foundation with openings as close to corners as practicable to provide cross ventilation on at lease two approximate-ly opposite sides. Sec. 2517 FRAMING Show all joists, rafters, beams, and posts 2• to c• thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams ,• and thicker shall be No. l Grade Douglas P'ir-Larch or betcer. {Table 25-A-ll Show wall bracing. Every exterior wood stud vatl and ma~n cross parcicion shall be braced at each end and at lease every 25 feet of length with lx4 diagonal lac-in brace or equivalent. Sec. 25181gl5 1,/4. f•· /5. ~o. ;?1 · ~ote c:oss bridging or blocking. Floor joists and raf~ers more than 12• in depth and spannLng more than 8 feet shall be supported laterally by bridging at inter•1als not exceeding 8 feet. Sec. 2506Cgl Show blocking at ends and at supports of !loor joists, and for rafters at exterior walls. Sec. 2506(q) Show solid blocking at ridge line and at exterior walls on trussed roots. Sec. 2S06(gl Show double joists. Floor joists shall be doubled under bearing par~icions running parallel with the joists. Sec. 2518(d) 5 Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2518{hl Show rafter purlin braces to be noc less than 45 degrees to the horizontal. Sec. 2S18{hl Show 112• minimum clearance between cop plate of interior partitions and bottom chord of trusses. {To ensure loading will be as designed.) Show double top plate with minimwn ca• lap splice. Sec. 2518{ql4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' hori%ontally or vertically, between stair stringers at top and bottom and between studs along and in Line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517{fl Show stud size and spacing. Maximum allow- able stud heights: 2•x,~~ 16• is 14': 1•xc"&2•x6·t l6"o.c. is 20'. Sec. 2518(gl2 Noce an A.I.T.C. Certificate of Compliance tor glued laminated wood members shall be given to the Building Inspec;or prior co erec;ion. Sec. 306(!1 Detail all pose to beam and pose to footing connections. Sec. 2517(cl ~ Specify nail si:e and spacing for all shear walls, floor and root diaphragms. Indicate required blocking. ~aintain maximum diaphragm dimension ratios. I Tables I,J ,Kl. Show J•x4• or 2"x6" scuds in tirsc story ot three story building. Sec. 2518(!1 Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(al7 Provide ~raming sections through. ______ _ Sec~ion l02(al 7 Specify all header sizes tor opening over 4' wide. Sec. 2519(gl 7 Provide calculations !or __________ _ Section J02(al 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by ?~ers pro)ecting at lease 2• above ;he !inished grade and shall bear on a mecal base plate or created wood unless the columns or poses are foun- dation grade red.wood or cedar. Sec. 2517(cl4 , I·· r- i/2. J. Show location of attic access with minimun size 22• x Jo•. Sec. 3205 Show draft separation for attic areas in excess of l,000 sq.ft. Sec. 320S Show draft s■oaration for spac~ between dropped ceiliffgs and floor above in ~xcess of 1,000 sq.ft. Sec. 2517 Specify plywood grade and panel indenci- fication index. Table 2S-J When roof pitch isl••• than 3:12, design ridge as ~ :leam. Sec. 2518 (hi Wood shear watts shall not be used to resist horizontal forces contributed by masonry in buildings over on■ story in height. Sec. 2516(bl Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms co resist forces imposed by masonry or concrete construction. Table 47-I If cripple wall studs are less than 14*, framing shall be solid blocking. See.2518(gl6 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 . inches by 6 inches when supporting 2 stor1es. See. 2518(gl6 Show plywood sheathing over exposed eaves, or ocher weather exposed areas, is exterior grade. See. 2517(g} 3 Show a weep screed at the foundation place line on all exterior stud walls to be scueeced. See. 4706(el Provide an approved waterproof building paper under wood siding. See. l70l(a} Specify an approved flashing for exterior openings and parapet walls. See. 3208 Show corridor width Co be minimum 36*. See. 3J04(b) Specify truss layout for 30• x 30• atcie access. Ridges, hips, and YllllYI shall be at lease one size larger than supported rafters. See. 251S(hl 3 Provide metal scraps across ridge beam and rafters. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Unifor:n Mechanical Code. ¥0-Show the size, location and type of all heating and cooling appliances o: systems. ft. J,d2- r- Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Every dwelling unit shall be provided with heating facilities capable of maintain-ing a room temperature of 70° r. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC See. 1211 Show minimum 10• deep unobstructed \ofOrking space in front of furnace. Note on plans.clearances co be per manufac- turers listing. See. 704 UMC Furnace shall nee be installed under any scairvay. Sec. 704 UMC Fur~aee shall not be installed in any bedroom, b•ehroom, closet, or in confined space with access only througt', such room, unless specified as direct vane appl1anc•~ enclosed furnace or electric heating appliance. Sec. 704 UMC Show IC30 approval for prefab fireplace and provide approved installation instructions at job site. j, •. •• Show access Co the attic or under floor furnace to be minimum 30 inches by 30 inches. S6C. 708 i 709 CMC Nace that passageway co the ~tcic fur~ace shall be unobstructed and have continuous solid floorinq not ~ess than 24 inches wide. See 708 UMC Show per:nanenc ~leetrical outlet and lighting !ix~ure controlled by a switch for the aetic furnace. Sec. 708 UMC Show details to comply with Sec:ion ~09 for furnace under the floor, Section 708 fer attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing chrouqh three floors or less shall be effectively draft stopped at each floor or ceiling. UBC sec. 1706(a)6 ELECTRICAL (National Electrical Code) All wiring shall comply with the National Electrical ~/2:• Note on che plan Che amperage of elec:rical T-service. t· ©- 2,/.. h If the electrical installation is more Chan 200 amperes, show ~anal location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit br~akers, fuses, and conduits. e. Approximata length of service feeders. d. Provide plot plan showing services, .. all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel sehadule(sl • Owallinqs require minimum 100 amp service. Show loca.c;o11 of all •l~ccrioil roc~cacles •4.A'•, ff{fR}/JJE If" ,_,At•-<•~ ~Df!I>,,.,. 4 &lleA 6• SEE rL ,., Electrical receptacle Locacio s ana or spacing is not ~dequate in LhbUM tm, ( 'rllMP9U I~ ~1,.)J0bp~ z.) At lease one receptacle shall be installed outdoors, in basements and a:tached garages, ocher than laundry outlets. Ar~. 2ll-2S(b) Show minimum dwelling lighting (NEC Art. 210-26(al and GFI'S in ga=age, ~ aod OPtdesn, NEC Art. 210-acal. Nace •uFERw ground Co be provided INECl. Arc. 2S0-81 PLUMBING (Uniform. PlUJftbing Code) All plumbing shall comply with Che Unifrom Plwnbing Coda. 2/•· ¥1· /•· Shew water heater size, ~ype and location on plans. Shew method of providing combustion air to fuel burnin9 water heacer. Sec. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1J09 Provide adequace barrier to protec~ watar heater from vehicle damaqe. Sec. 1310 Show T and P valve on water heater and show route of diseharae line bP 1Xte£i2£ Sec. l0071el Provide dryer vent ta outside. UMC Sec. 1903 Nate on the plan chat hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. 1003 Shower stall shall accomodate a lO*cirele and have a minimum floor area of 900 sq.1n. UPC 909(dl 11 l ' . ~ ~- 0· ii· !: y,. 0· )A. )fQ ISE :~SUU.'f'tCN C OUPL£XES l nu,1111 J•c.u,ts ~, ,:h.aplu: :-o...-an q>•r~.,, ...,,iL\s ~nd !~oar.:eLL ♦nG .1aau•oL~•• eo 1c~1•v• .1 Sound ~r~nsaLss10n ~:~•• i~Tt:J r•c1nq U'I ... u~ ot ,_, ,lec1.bl~• .ind .lft (lll~Ct: (n:5uL•uon 1.:t••• 1 C :i,;i r~u.nCJ on flour. ceLlLftCJ of ,a J11e10L••· T1cl• 25 snow ~ow penecrac1on ot ••■-aL1•• for p1p,nCJ, elect::1al dev,c••· rec•••• ao,necs. ~uicuna. sotft~a. or ~••c•nCJ venc1l•c1nq • or eaMuac· ~u~• 1n■Ll be •••led. tined. or utaul•ced co u.1.nca.a.n req,u.rad sounct cr••-••••on rac,nq. ~\cl• 2S Pro¥1d• 1n■ul•c1on 1n ~Ll• Md ce1L1nq co •cn1.e.,. STC of 50 b•C"IMeft 4ara4■ •nd 11v1nq·•n• 1f 1•r•CJ• u•• •• noc concrolled by r.■1denc T1cl• zs. lllbCY CDIISUYATION1 Pl--llead New SC•c• M•nd•Ced Requlecion■ (C•lif. Adm1n. Cod.el bee ... effecciv■ June 16, 1913 •nd requir■ thac th• d■siqn satisfy on■ of Ch• alc■rnativ. ■n■r,y p,ackaqes ls•• accach■d pacJtaq•• A ••• c. 1. 2. J. 4 and AB 1631. Th• lav also requires thac many mandatory consvrvacion ic■ms be sacisfied. _______ .1s in Zone ____ • Copies of the R■aidential Energy Conservacion Manual may be obc..in■d froa, Publicaciona Unic. California Enerqy Comaisaion. 1111 Rowe Av.. MS-50, SacraMnto. California 95825. (Tal. (9161 920-6216JJ. California Buildin9 Officials also u1ntain • telephone •hotline• bet..,..n 10,00 A.M. and Noon and 1100 P.H. to 4c00 P.M. at (911) 451•3Ul. Show oa the title ShNt of c.he plan■• c.h• alternative en■rgy packa9e that •• select■d: i.e. A. a. c. t. 2, l, 4, or Al 163 to show caapliance, and provide calculation■ and other dac.., appropriate to that select■d pa.cxa9e. The responsible d■si9ner should sign a stat ... nt. on the olan title sheet, •nie desi9n submitted subatancially conforas to the Ener9y Re9ulation■ for Residential Buildin9a•. Show the •a• value for the wills end c■ilin9 and related ar•••· Note that the insulation used shall ca.ply w1th California Qualicy scandard■• Note the insulation inscall■r shall past a siqned c■rtificate, in a conspicioua place in the buildin9, ~t•tin9 the insulation complies with Title 24, Chapt■r 2·53 and Title 20, Chapt■r 2, Subchapt■r 4, Article ). Not■ doors and windows, includin9 skyli9bt■, between conditioned and non-conditioned sp.ace shall be fully weatherstripped. Not• on th■ fr•min9 plan that we■th■rstripp1nq. eaulkinq er ••alanta ■u•t be used to l1•1t filtration in the bu1ld1nq envelope at the followinq locatioaa1 Eater1or Joints around windows and door tr ... ■J between wall sole plates and floor■, •nd u..tw••n •xtwr10r wa11 panel&; penetrations 1n walls, ce1lin9s. and floors tor plwt1b1nq, electricity, and qas lln~s: op~n1nqs in •ttic (loors: and JII other openin9s in the bu1ldin9 env•l or,.,,. Not• t~at doors and window• to be certified and l•oeled as coaply1nq w1ch th• Ener9y Requlauona. Note fans exhaust1n9 a1r to have back draft. da■p■rs. Note at the excer1or wall fireplace •r1r•place to have •1n1■u• six squ.1r• inches ot outs1d■ a1r: to have ql••• or Mt.al door cov■r1nq the ent1re op.ni119 of th■ fir■box: to have t1qht-fittincJ dam9■r with readily •ccesa1ble control •nd should not have a conc1nuoua bu.rftil\9 piloc liqht•. Not■ ducts shall comply with Chapter 10, 1976 UMC and shall be ti9hcly •••led with -■■tic or tape. Note at the water heater location •vat.er heater to have wrap of R•l2 ■xcernal inaulation•. <lii)· Not■, where water heater is in unconditione4 space, the fir■t five !Ht. of out.lac y,. ,.. )42. l.)>3. ©. ~ip■ to have R•l wrap. Not.a all circulatin9 hot water pipe■ in unconditioned spaces shall be inaulat ... Not■ that all 9aa fired heatin9 and coolinq appliances. show.rs and tauc■ta shall c0111ply with the ~•r9y Efficiency St•ndards. Shov, at ba.th and kitchen, that the qoneral li9htin9 shall have an efficiency oC not less than 25 lWNn■ per watt i.e. florescent. Note that heetinq or eoolin9 sy■t-. I 11 ■ pt heat p1■p■) shall have an autcaatic- t.h■nio■tat with NChanisa which can ba -■nually pro9r.11-■d to •utcmacically ••t back the thermostat sec paint.a for at l■aat cvo period.a within 24 hour■• Show t.he size, type and location of the space heatinq lor c:oolin9I ayat• and provide ener9y calcul•tiona if tbe ou:put ITU/Hr. exceeds 45,000 STU/Hr. output. Shaw -■lie aact aodel for PAU aad -t• heaur are CM Shte approved liac. OUcdoor poaU .,..,tll :o•aa.1 tuel h•aurs r-.aA,.z,■ poal co¥er• •• ... , 1 •• ocner .n•rn seva.n• deva.c•• sue.~•• c~ ciOCJ:a, •cc. !"20-L401 MISrnµ.NEOOS Show a minimum 2• ai: s9ace and flashin9 b■cween planter and bu~ldinq ~alls. Sec. 25l7(el Specify material to be used under the shower tile. s■c. li071aJ Specify l&Ch and plaster to comply wich Chapter 47~ use. Tvo J/4• copper pipes ~use be installed tram water heater location co convenient location of future solar ?anels {City Ord.J Prov~de sleeves f:oof jacks) in roof for two !uture l/4• copper p1pes to c~nvenient. loc•~ion of !ucur■ solar ?•nels (City Ord.) Note ::1at solar . .,acer 1?i?1n9 is to ba insulated in ar•as :~at are ~at ~••t•d or ~ooled. (City Ord. I 0 Bu.1.ldin9 plans are substantially correct. and c01aplete. ay, ________________ _ oac■1 ________________ _ 0 Buildinq plans would be subatant.ially correct. and complete is minor corr•c~1ona are -■d• ac counter. •v•----------------Dat■z ________________ _ 0 Buildinq plans r■qua.re 111t1jor corrections and c0111plete plan recheck, by plan check en91neer. 1s requ1red. •v•----------------Data, ________________ _ I! you have any question■ reqardinq this plan check, pl■ue call l':A/tf/ ac. __ ffik ...... / c,._-,...,,u"""'s~-----· _ w■ vould also be pleased to -■•t with you. at no chart•• if additional aaaiatance 1.a needed. ·-,. LI. ---..ul I---. -11-ril"l~J ~ .3. -t,, //) JIJ ne ./ A,,;.· ,.,/ ~" . ., .. = OM.Ir "' A,...,/>•••• -·---··-. r"" ., .A. ) 6 a,,,,,-:, . ..L. c. 7"10.11 -, I')£" . .. . -.. ..,J ,._,,.,0 PIH' Aln-r" /.a" ,,, -r1 A, 1 -/ Pl4N< -E./Jow 6x lo R1&6'! '-cl, r., IC> A,.,:;"'•~ -. ~--o • . ·~ --·-.. ... ,-, ~ I 4!:J A ---.. AF) -•I-~-----•-,--...,,.. 77.ll'I ,., .. ,--· ri? Ki,,. ,lu,I ~ . -. ,.,_ .4 . --!Id·' /I ·-, ~TJ<T" < < , 7 C. -, ""',,,,--,::---PFP CA••<:' ,.a /~'l. ~•J • ~ ~A_.>• - t} ,,,,,_,, ''L,, -r,,,,. 's ""'-"" ,. ,, ,., II,,,.,.. &#t71VT I AreJP,>,J._ I • • -n-ie.e /Ul,{i_l ~t-t:r. E . -----. --r, .• , _.., ,f,r$,r ~/ .. ...,. _,: -P~ -~~ LJ,v, l'n• (,)n,• ,.,,. _,. LJ-r ,,. ---.,.. -- EfU/Ee{ip -I ,4 171 ,,_ ,., ,,,,,_' , R-nJ --: ---'IJ_,,.. -~ r.-. ---7n --M-'AI-' - --_.,__ . l'r'.,.,,,..,. /pc~-..,.. t?ru ,..,_ Pifr-..,.,,... //) dr;, /.di I. ' f?RtQ£ 9. ,,,,_ , -t/eAJ-r1A•' 'P;u,vJ)!i ~ Al.A:-, .A..uen Z!:2 ONA-~ tlt!,Q, QI, t.l az. liW-r_ - Ll>II-J>t•,, ,, , r.c.,, ...• ,..,.--c , 47 C-r ., ... , l"✓ .. , ,11-r IA• I ,,. P,a/~t!,~ ~ --•-. -/! ----1.t!"cr _ _,a .,_~ •. -' -' . .,..71-_-,r, < -. -----. -,-.o t' r,= 'f),rn.J? p~ -'ri'_D fl? C; LISE '.. -· ---c·r/a•' F'FfCTOR . oP: ,4o M)R z -C, 77'112 ,:,/ • (:; Sl/.o· • "-,f:TI+ (HJ Pu:1-IJ-s 1979 EDITION UNIFORM BUILDING CODE Stt. 3305. (j) Handrails. Stairways shall have handrails on each side. and every stairway required 10 be more than 88 inches in width shalt be provided \\ith not less 1han one intermediate handrail for each 88 inches of required \\idth. In1ermediate handrails shall be spaced approximately equal within the entire width of the stairway. EXCEPTIO~S: I. S1airways 44 inches or less in width and stairways sen:- ing one indh·idual dwelling unit in Group R, Division I or 3 Occupancies may have one handrail, except that such stairways open on one or both sides shall have handrails provided on the open side or sides. I 2. Prh·ate stairways 30 inches or less in height may have handrails on one side only. Handrails shall be placed not less than 30 inches nor more than 34 inches above the nosing of treads. They shall be continuous lhe full length of the stairs and except for priva1e stairways at least one handrail shall ex- tend not less than 6 inches beyond the top and bottom risers. and ends shall be returned or shall terminate in newel posts or safety terminals. Handrails projecting from a wall shall have a space of not less than I½ I inches betwttn the wall and the handrail. The handgrip portion of hand- rails shall be not less than I ¼ inches nor more than 2 inches in cross-sec- tional dimension and shalt have a smooth surface with no sharp corners. 1~"UIN. J ;i ~1 'I ,.. ■ I ,~- MIN. ,~- 1\lo"to2• MIN. a~•aux. NOT ACCEPTABLE Date 1 /-2s:3s Prepared by1 Jurisdiction q}Rt,4BAD VALUATION AND PLAN CHECK FEE o Bldg, Dept, O Esgil PLAN CHECK NO •--c.s~s_--'-24-____ _ BUILDING ADDRESS APPLICANT/CONTACT J>AVtp s. PATA!µ< BUILDING OCCUPANCY --~,R~-371/~@~-{ __ TYPE OF CONSTRUCTION v-AI ' BUILDING PORTION BUILDING AREA /,. , .. ,, AJ>eA • </.J ,.. . /J -... .,,,. ----e'/.,, rl, ,.,_ --• I .J.,: Iii . Air Conditionin~ Commercial Residential Res. or Comm. Fire Snrinklers Total Value PHONE NO. ~9a-449z DESIGNER PHONE -------CONTRACTOR PHONE ____ _ VALUATION VALUE MULTIPLIER <c. ~ /a a..,-:,:-:, /"'I-7_'\'::a:., ,5-' z,,_..; @ ta @ /9(,2</o fee Adjusted To Reflect 0 Energy Regulations (fee x 1,1) □Handicapped Regulations (fee x 1.065) B uildirig Permit fee $~-----------~~------"--l!e..1'25-. 50 Plan Check f ee_.f.$ ___________ ~--------"-$ __ 4.c....::3~'t~-~0~8~- COMM EN rs ... •------------------------------ B/4/82 ., BENTON ENGINEERING. INC. APPLIED SOIL Mi;:cW,1cs ..!-•.J-o._;~OATIQ~Fj • • • • 6717 COl'Jl,,IOY cou"T • • • • • • • • • SAN DIEGO, •Afi.Ji"'OFH'l•A 9tt.•~ • •HILIP HEN1.;:ING BEN"(ON •RESIDENT • CIVIL. ENGINf:ER September 10, 1973 \,. , .. Lo Costa Lorid Company Costa Del Mor Rood Rancho Lo Costa, California 92008 Subject: Gentlemen: Pro[ect No. 71-3-24D Grading Permit No. L-5970 Final Report on Compacted Filled Ground And Classification of Soil Conditions Lots 585 to 665, inclusive 712 to 717, inclusive 725, 726, 728, 729 736, 737, 739 740 and 742 And Certain Street Areas Lo Cos to Meadows Un it No. 4 Carlsbad, California · ••· · ··•• • •• • •• • T£Ll!:PHOtlC (714) SQS-1953 This is to report the results of tests and observations mode in order to inspect the compaction of filled ground placed on certain areas of Lots 585 to 665, inclusive, 712 to 717, inclusive, 725, 726, 728, 729, 736, 737, 739, 740, ond 742 and certain street areas of Lo Costa Mecdo\'ts ' Unit No. 4 in Carlsbad, California. The fills were placed during the period between March 17, 1971 and May 10, 1973. Certain lots of this subdivision were not graded during the above period and the classification of the expansive soil conditions presented herein pertains only to those lots graded to level building pads during this initial site development. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications ore shown on the attached Drawing No. 1, entitled "Location of Compacied Filled Ground." The grading pion used for the placement of filled ground wos prepared by Rick Engineering Company end approved Moy 18, 1971. fhe oppro!dmote locations at which the tests were taken and the final test results ore presented on pages T-1 to T-19, inclusive, under the "Tobie of Test Results." The laboratory determin- ations of the maximum dry densities and optimum moisture contents of the major fill material, are preserited on pages T-20 and T-21, under the "Laboratory Test Results." Some of tha maxi- mum dry densities shown in the "Tobie of Test Results" were combinations of these. The tests were token during the weekly periods indicated on the following page. l j ;.;·· ·.;;--;::::==~::-::-:.--:.;·------:----..;..:.::.::.:=::::::=:::. ...... ---...... ..:.. ...... .:;;;;:;;;;;:;;;;;:;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;, _.., ,. ;§:, , ·Project No. 71-3-24D -2-September 10, 1973 ••• •• • • • • • • • • • Lo Costa Meadows Unit No. 4 ·• f : , •• • • • • ' Test Number 1 to 16, inclusive 17 ·to 38, inclusive 39 to 43, inclusive 44 to 45, inclusive 46 arici 47 48 ta so;· inclusive 51 to 95, inclusive 96 to 138, inclusive 139 to 167, inclusive 168 to 220, inclusive 221 to 273, inclusive 274 to 328, inclusive 329 to 391, inclusive 392 to 452, inclusive 453 to 500, inclusive 501 to 572, inclusive 573 to 580, inclusive 581 to 615, inclusive 616 to 626, inclusive 627 and 628 629 to 632, inclusive 633 to 636, inclusive 637 and 638 • • ••• • •• • • • ••• • • • • ••• • • • • • • • • • • • • •• • • •• • • • • •• • • • •• • ••• •.Week Ending • • • • • • • • • March 20, 1971 March 27, 1971 April 1 o, 1971 May 8, 1971 May 15, 1971 July 17, 1971 March 4, 1972 March 11, 1972 March 18, 1972 March 25, 1972 April l, 1972 April 8, 1972 April 15, 1972 April 22, 1972 April 29, 1972 May 6, 1972 May 13, 1972 May 20, 1972 June 10, 1972 June 17, 1972 July 29, 1972 May 5, 1973 May 12, 1973 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 hos been determined that the fill materials, compacted to 90 percent of the maximum dry density, hove a safe bearing value of 1930 pounds per square foot for one foot wide continuous footings founded at o minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If footings 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 al 1/2 horizontal to 1 vertical line 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 adequate to satisfactorily support the proposed wood frame dwellings without detrimental settlements. Expansive cloy, silty clay,ond sandy cloy soils were placed in the upper three feet in certain compacted fill areas and also exist in the upper three feet below finished grade in certain cut areas. The final classifications of the soil conditions !)xisting on the level graded lot areas ore presented on the following page. BENTON ENGl,'-IEEntNG. INC. J ' ; l l ! i : i ' ' i j j ' I ' ''i•-======--;.;;.;=:;;;;;;;;;,;;=;;;;=======;;..;.-=.,;·.;;•-;;;•·;;;··.;;··;;:;-;;.··======;;;:;;=====::;=;;. --"'?,· :~ , . ,r ' 11 .. ~--, ,· . . !. ~ . . , Project No. 71-3-24D -3-September 10, 1973 · I.a Costa Meadows Unit i-lo. 4 ••• •• • •• • • • • • • •• • • • • • • • • • • • • • • • • • Type A -Crl'l1r:all~ Exporisi'1e 315Tb .: Lots••: .: -~ . • • • • • • • • • • • • • • • 585"ro 66,, ill"ciusivl! 713 to 717, inclusive 739, 740 and 742 ••• • •• • • • • In order to minimize possible damaging effects due to differential movements of these poten- tially expansive soils, the .. following spe,cial design and precautions ore recommended: 1. Avoid the use of isolated interior piers. Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of 24 inches below the lowest odiacent exterior final ground surface. Where in-place rock conditions exist at shallower depths, then less depth of ex- cavation is permissible to a minimum of 12 inches. 2. Reinforce and interconnect continuously with steel bars oil interior and exterior footings with one #5 bar at 3 inches above the bottom of the footings and one #5 bar placed l 1/2 inches below the top of the stems of the footings. 3. Raised wooden floors that span between continuous footings ore best, or use concrete slobs reinforced with at least 6x6-10/l0 welded wire fabric. A minimum of 4 inches of crushed rock 3/ 4 to 1 inch in size should be placed beneath all concrete slobs and covered with a moisture barrier. Two inches of clean sand should then be placed over the moisture barrier and below the bottom of the slab. L 4. Separate garage slabs from perimeter footings by o 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by extend- ' ; ,. ing the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the sic'=>. 5. Provide positive drainage away from all perimeter footings with a vertical fall of ot least 5 inches in a horizontal distance of 5 feet outside the house • walls. BENTON EN.J!NEERING. INC. ,...,.,.rf5 r _ . . :ii r z:,;? ii➔ zvzr ' ·f ,. ·.~~ooject No. 71-3-24D i -•· •' ., " , · ' : • }.a ,Costa. Meadows Unit No. 4 1 ' . , •, l!espectfully submitted, BENTON ENGINEERING, INC. By Re:::? ~-;u!t.. R. C • Remer ' · .. -. Distr; (4) Addressee (I) Rancho Lo Costa, Inc. -4-••• • • •• • • • ••• • .. • • • ••• Attention: Mr. Burton L. Kromer (I) Rick Engineering Company, Carlsbad •• • • • • • • • • ••• • • • • • • (2) Son Diego County Engineering Deportment Attention: Mr. H. M. Taylor Attention: Mr. Wilford Robinson (I) City of Carlsbad • • • • •• • •• • • • • •• Attention: Department of Building Inspection (2) Attention: Deportment of Engineering (I) Simpson and Gerber, Architects RCR/PHB/meg BENTON ENGlt-H:'.ERING. INC. September 10, 1973 • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • SAN 1-IARD'.ll UNIFIED SQIOOL DISTRICT PROJECT SERVICE AVAILABILITY LEITER Iffi. NO. _________ _ Phone !.). S"(o 6•-5q l{ U ---=1--+..LL.f#illg~_u_L -==--.:~..l__~j)~, !,,_lf"~~~D (! 19-q L-\ ~ I OWNER :f::jr!;!.Jc:1~1,J.R,~J:~~,!'.~i..l~:'!':'.'.:U~l!~"--~----Phone No. Address: J --, :S: 2.. U e-t,., 19 . ...:t.___L..Chl....'->9.:1...-""t.,._._o,.,S,_._ffi.,___,_--=~~Vl.Jt-k~S-R_A_O~ ,PROJECT DESCRIPI'ION Project Address/I.Dcation _____________ _ Project Name: _____________ _ ject located on Assessor's Parcel Numbers 1. C2ITI CAl2llJ []5] 3. [IIJ o::IJ ITJ Assessor1s Parcel No.(s): ( Attach legal description if necessary) 2.1 I I 1C[]Jrn 4. DI][IJJI I I Census Tract No.-=2'-"0-=0_,_.-"0"-3 ___ _ No. of D.U. 's No. of Bedroars [!9 llinor Subdivision (TPM) D Major Subdivision ('Ill) Housing Type Single Family Multiple Family 1 4 Mobi lehare Uni ts 1. Qvner/applicant agrees to reconfirm this pro,iect with the issuing school district every 6 nnnths unless such action is not required by the district. District Phone_6~1~9-"-'7~4~4-4'--'~7~76"-------- 2. ().mer/applicant understand that the certification for school service contained in this Project Service Availabilit Lett · no longer effective if the project is disapproved or if the con- ditional project appro pennit, or other conditional use processes) expires. 3. The infonnation I have rr APPLICANT' s SIGNATURE'------------------2/7/85 Date'-------------- Date: 'ID: SAN MARCal UNIFIED SCl!ffiL DISTRICT CERTIFICATION OF SCF.OOL AVAILABILITY OR NON AVAILABILITY 11'.l [1jJ2] DAY []JI] YR OIT::5J City of Carlsbad IDJM: School District _ _,S"a,.,n.!-'M'-"<a.!.r.,,co,Oc,Se_,U,cnC!...!.i ,.f..,_i.,,e"d,__ _ _cGrades Served: _'---K_-_1_2 __________ _ 1. D School services and facilities are camtltted for this nrojcet. Services will be available concurrent with project need based on a secured agreement wi. th the developer which has adequate financing and clear intent. The termination date ot the docl.lYIE!nt is: ___________________________ . See attached copy. 2.ifil 3. □ '!he undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to the al::ove described pro.iect concurrently with the need of such project. Owner/applicant has paid the required developer's fee. The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the al::ove described project concurrently with the need of such project because--------------------------------- DISTRICT REPRESENTATIVE'S SIGNATURE _,,/i:...,_.:::0w-n_p,ou'--'!!: ______ Date Feb. 7 1985 TITLE FaciJ ities Tech Phone 744-4776 WIUTE-CIVIC ENTI'IY YELIDW-DISTRICT PINK-OWNER/ APPLICANT LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA- TIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the bal- ance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subse·quent fiscal years shall be collected on the tax roll in the same manner as property taxes. If the six-month construction period extends into the sub- sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually conunences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closings on individual properties within the subdivision. Sewer service charges shall conunence upon close of escrow and will be the responsibility of the buyer. If a service late~al 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 (bu\lding sewer) from the applicant's plumbing to the point in the street (or easement) where a tonnection 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 DISTRIC'F AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The inspection deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'S NAME: Artbur Hersbaroao MAILING ADDRE'""S""S_:_...9 .... g"'"z"'1..._A .. v"'ia ... r~JJ.-□"'r,..._ ___ _ San Di ego PHONE NUMBER: 566-5948 SERVICE ADDRE~S~S-:_..2~Z~52~1=l~a ... m_a_Ct _____ _ LOT NUMBER:~~,.,....g.J.a.---------TRACT DESCRIPTION:~1~a1-1C~a~s~t~a....1!1Meedad~a~w~s.__,#~4.____ ASSESSOR'S PARCEL N0:__,_2 .... J..c5-',i'4!.<-2.u.D,;i-0-=-5a;D*D=.-------TYPE OF BUILDING~s-i~ __ NO. OF UNITS--1.. CONNECTION FEE: LATERAL SIZE: ; EASEMENT: EXTRA FOOTAGE-: -@$ /Foot EXTRA DEPTH: @$ /Foot LATERAL FEE ---- INSPECTION DEPOSIT PRORATED SEWER SERVICE FEE TOTAL PAID BY: CASH_CHECK NO.a RECEIVED BY: (2; $1,500.00 50 QQ $ J, 55□ DD agrees that the above information given is correct and agrees to 17144 ignature Account No. ATTENTION PROPERTY OWNER: . An "owner-builder" building pennit has been applied for in your name and bearing your signature. _ Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and m~J!rials for construction of the proposed property improvement (yes or no) 'I 'fz--) • 2. I (have/have not)-~ G signed the application for a building permit. 3. I have contracted with the following person (finn) to provide the proposed construction. Name ------1'--,,._ _______ _ Address__,,:....,~+-,.~------- City -----f---'---'------- Phone ------------Contractors License No. ____ _ 4. I plan to prov de portions of the work, but I have hired the following person to coordinate, supervise and provide the major work. Name ----.,.-~--------Phone ------------Address ---'--H--,t--,1-1-------Contractors License No. ----- Ci ty ----'-+--+--1-~----- S. I will provide som of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSAJION TO.THE CITY OF CARLSBAD. ~ '""''''