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Home My WebLink About2410 TORREJON PL | 2412 TORREJON PL; ; 85-211; PermitIll z 0 .: C a:: C ... <.> "' 0 C ![ 8 ... 5 • ii: "' z 3 0 z 0 .: C Ill z "' a. :I 0 <.> Ill ix "' ..: a:: 0 3 i[ O I hereby affirm that I am licensed under p,ovlelone of Chapter 9 (commencing with Section 7000) 01 Division 3 of the Business and Prote11lons Code, and my license Is In lull force and ettect. lic No ______ Clm I hereby affirm lhal I am exemp1 from the ContrJC· tor's License Law !or the loUowing reason (Sec 7031.5 Business and Prolesst0ns Code Any city or county wtuch re-quires a perm11 10 construct. alter. improve, demohsh. or r~,r any wucture. prfOf 10 its issuance aIso requires :he ai>-JMIC,anl lor such permt to file a ~ned statement that he 1s hcenseo purs.un1 lO the pcov1sl0fls o4 the COn1raeuw· s License Law (Chapter 9 commencing w11h Section 7000 ot D1vIs1on 3 of lhe Busmess and Professions Code} or that Is ex· empt therefrom and lhe basis tor 1he auegeo eleemptIon Any ~hon of Sec:IIOO 7031.5 bY an app1,can1 !or a permit sub· 1ects the apphcanl to a CN"1 penally ol no1 more than !1"1e hun dred dollars ($500) L as owner of the property, or my employees with wages Lbelf sole compensation. will do !he work, and lhe slluc· lure 1s 001 intended Of ottered toe saie (Sec 7044 Busmess and Professions Code The Contraclor's ltcense taw does not apply to an owne, ol properly .,ho bu1kls or .nprowos thereon and who does such work h1msett or through his own emplQyees, provided Iha! such improvements are not intend· eel or offered lor sate. It, however. the budding or improve· ment Is sofd withtn one year of completion. the 0'Nner-buIlder "W•H have the burden of prov,ng that he d,d not build or Mn· prove tor the purpose of sale) J I. •s owner ot the properly am excluslYO!y contracting with lteensed contractors to construct the proiec1 (Sec 70<44, Business and ProfessM>ns Code The Contraclor's License Law does not apply to an owner ol property who builds or Im· prOYes thereon. and who contracts fof each proiects w,1h a ~rlor(s) focense pursuant to the Contrxtor·s L,cense D As a homeowner I am 1mprOV1ng my home, and the IOllow mg COndlhORS exist I The work IS bell1g per10Jmed prior to sale 2 I have kved in my home tor 1wetve months poor to complehOn of 1tMS work 3 I have not clauned this exemption during lhe last three years D I am exempl under Sec ______ . B & P C lor this reason ____________ _ D I hereby athrm 1tta1 I na ... e a certificate of consen1 10 sell insure or a cert,1,cale of Wor1o.e,s Compensa11on Insurance. 0t a cen1f1ed copy 1nereot !Sec 3800 LabO< Code! POLICY NO COMPANY 0 Copy IS filed will'\ (he City 0 Cen1t1e<:1 copy ,s hereby furnished CERTIFICATl OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE fltus .sectt00 need not be completed 1t me l)tl1m,1 ,s fOf one hune,ec, OOllars 1$100) or ess, 0 I cen1ty that ,n 1ne per1ormance of the woO( f0< •tucn this perm,1 ,s ,ssued, I shall not emp1oy any person ,n ¥lY ma,nner so a.s 10 become sub1ec1 to the Wof'1ilers Compeny11on Uws ot Galltorn1a NOTICE TO APPLICANT II atte, makmJ u·us Cen, 11ca1e ot bemplt<>n you shoul<l DeCOfl"le suD1ec1 I'> !he Wor1'.ers Compensa1,on prov1s,ons ot the W.b01 Cooe you must lor1h'A 11h comply w,ttt sue n prov,s,ons o, this oerm,1 shall oe oeemed revokea 0 I hereby alf1rm thal !here ,s a construc11on lend1no ~ency f()f lhe perto,mant.e or the wo,tr,. 10,• wruch tn1s perm,t ,s ,ssjcO ,sec ]097 C,v,t Cooe1 Lenoer s Name ___________ _ l enders AOOreu __________ _ ... I 1 USE BALL POINT PEN ONLY & PRESS HARD .... -·--··-.. ---------... -· -----· APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. l CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1, ~ 1200 Elm. Carlsbad, California 92008-1989 (619) ~38-5525 JOBJ:~i o / ~4-l ~ rs~o~ ;~ES~~"' I OATE OF APPLICATtONII BUSINESS LICENSE # VALUATION PERMIT NUMBER 9;p-<;-s-d-s~ 1f--q (., g~-;;;2. ( \ LOT BLOCK I ,ueo,v,s ON~¾ASSESSO~ARCEL!j+' CONTRACTOR CONTRACTORS PHONE • ZONE I lriri.. \ L -C.. ~ ~ I -0 -0 3.-01.v,.,,.--a ..... ·,,~.,. OWNER'S NAME I OWNf R'S PHONE ' ~.~.l.-E,....v -,.' 1' CONTRACTOR'S ADDRESS CJ,1ve9..,J-.l" LICENSE NO. PLAN I.O. # BLDG USE CODE I 'i'tef ~-./2.1Je 1..,_'YJ..DJ.4t OWNER'S MAIL NG ADORES!! 9J.oJ.y I DESIGNER , LICENSE a STANDARD PLAN# BUILDING SO. FOOTAGE I ~~9' I • ,.,s / tf'e ~ --oJ,,. -I : .... ~ 44,q~ I OESCR1PT10N OF WORK ., -✓ DESIGNER'S ADDRESS DESIGNER'S PHONE :..1 I UI, -v~ \ e_x_ i.' I, • >--~ ~ -F P FLRELEV. NO OCC GP EDU ~:!.,MM STORIES -K-3~ vO NO --n2-. CENSUS TRACl I GP LANO use lpct·;:c: I "-l_UNITS I GRADING PERMIT ISSUED I REDEVELOPMENT TYPE J OCC LOAD FIRESPR YO~ AREA ~ cv; vO N vO NO QTY. PLUMBING PERMIT -ISSUE 7 5L) QTY. ( " I ......,_ ?_-SUMMARY/ACCOUNT NUMBER MECHANICAL PERMIT · ISSUE , ,:L(r.., EACH FIXTURE TRAP ( ~ ~ ;;:z_. sz:> h'::>. I INSTALL FURN DUCTS UP TO 100,000 BTt.J4 M.-BUILDING PERMIT 01-00-00-8220 ~ ,~...-- ,.:2 EACH BUILDING SEWER ( ,J (; . "'5 V / 2,. -OVER 100,000 BTU-SIGN PERMIT 01-00-00-8221 ....:L EACH WATER HEATER ANOiOR VENT~~~ 5 _ .. BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 534-_qs;" EACH GAS SYSTEM I TO 4 OUTLETS I BOILER/COMPRESSOR 3 15 HP TOTAL PLUMBING 01-00-00·8222 l O 3. 3C, ------' SE;""--. \d-EACH GASSYSTEM5 0R MORE ~, <o< 7 .f"r.. r:J... METAL FIREPLACE( .J -:::... lo . --ELECTRICAL 01-00-00-8223 EACH INSTA~, ALTER, REPAIR WATER PIPE (,., VENT FAN SINGLt01JC~ ~ I _:i._. --MECHANICAL 01 ·00-00·8224 ~9~ ~ EACH VACUUM BREAKEF( J "1. 5°V -~ -_'-} .-MECH EXHAUST HOOO--TS MOBILEHOME 01-00·00-8225 WATER SOFTNER RELOCATION OF EA FURNACE HEATER MOBILEHOME PARK INSP ' EACH ROOF DRAIN (INSIDE I SOLAR __ 01 ·0Q·00-A??~ I ror,;L MECHANICAL ~RONG MOTION 80-92-33-0519 1l.BE -TO_TAL PLUMBING-17)3-:-:;r, ~q.--- I I FIRE SPRINKLERS 01-00·00·8227 I f:J-1 I PUBLIC FACILITIES FEE 32·00-00·893) I QTY. ELECTRICAL PERMIT -ISSUE QTY. SOLAR -ISSUE I ~ BRIDGE FEE I~ NEW CONST EA AMP SWT llKR r {J{J ~ r, c)-COLLECTORS SCHOOL FEE • DISTRICT I I PH 3 PH V STORAGE TA'IKS Carlsbad 80-92-21-0519 I EXIST BLOG EA AMP SWT BKA ROCK STORAGE ~\ ''-I Encinitas 80-92·22-0519 I I PH 3 PH PUMP San DIegu1to L\ "{,.) "-80-92·23·0519 I REMODEL ALHR PER CIRCUIT PLAN CHECK FEE San Marcos -80·92·24-0519 I TEMP POLE 200 AMPS I I Ol/'£R 200 AMPS ~ LICENSE TAX 01-00-00-8162 ..... I o--c '-f.,:)., I TEMP OCCUPANCY tJO DAYSI MFF B0-92-57-0519( X'('\\ 1 ')\) I ' I CREDIT DEPOSIT ( S..:lS'.;).O I I I / I TOTAL ELELTRILAL _L;,~ -TOTAL SOLAR TOT AL FEES PAY ABLE (~ 117-R:S-I I I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT'• AND 00 HEf'EB< EKp1rat1on Every permit issued by lhe Bu1ld1ng Ott,c,11 under the provisions ot1h1s * AN OSHA,7::1 IS REOUIAEO1FOR EXCAVATIONS OVER I CERTIFY U.NDEf,:PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING fHE Code shall ell:ptre by hm•tahon and become null and vo,d If the building or work S' O" ~ DEMOl.lTION OR CONSTRUCTION OF autnorized by such perm II ts not commenced within 180 days trom the date of such l OECLAR.(TIO~ RE TRUE ANI) CORRECT ANO I FURTHER CERTIFY ANO AGREE IF A PERM:T IS ST OVEA 3 STORIES IN HEIGHT ISSUED. 'Ti-!M>LY wn11,i.i.t_CffY· COUNlY AND STATE LAWS GOVERNING BUILDING CON I ' ~ u: >-.; 0 a. E Cl) I- I 'O 0 0 C co .2 a. a. <( I :,:. C a: 0 "' "' Cl) "' "' <( I ~ .2 a; >- Cl) "' Cl) (,) 0 a: co ~ 0 ~ Q) (,) C co C u: ::. C Q) ~ 0 £ (,) Cl) a. "' C ~ .c =~'::ln~ 1 !1 t=~v ~~:•J.i~h:C:~r:~!~~~~e:l~~~~ ;>4'~~~•~,s~:rc,~~ or I I STRUCTION WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AN:l APPLICANT'S SIGNATURE ~ OWNE~ CONTRACTO~ ~O:Eo~y-~'\~ \J A:A~4l KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS ANO I EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFTHE~:.-a £ I GRANTING OF THIS PERMIT _ ~A BY PHONE 0 ' .• ' . k I -- 1' TYPE I I BUILDING I OUNDATION ~I EINFORCED STEEL Fi R M G F s F E / I . IASONRY I iUNITE OR GROUT I LOOR & CEILING.SUB FRAME I HEATHING ,&>l:ROOF D SHeAR RAME /:' I XTERIOR LA TH I INSULATION I INTERIOR LATH & DRYWALL I . / I PLUMBING/ I SEWER AND BUCO wuco I ., s u UNDERGROUND 'ilh_WASTE D WATER rop OUT D WASTE TUB AND SHOWER PAN Tl G GAS TEST D W~TER I I D WATER HEATER D SOLAR WAtER I ELECTRICAL I D ELECTRIC UNDERGROUND D IJFFER ROUGH ELECTRIC I D ELECTRIC SERVICE D TEMPO~ARY D BONDING D POOL I I MECHANICAL I D DUCT & PLEM., D REF. PIPIN~ HEAT -AIR COND. SYSTEMS I VENTILATING SYSTEMS I I DATE s.z~~ ~:J ,rF, J '?'-/lr5 ~Cl~ ~1~ rrc-:y~ __, /,,,.Y V -~ INSPECTOR '".:'--.. -, ..... ~-·,~ - ~ FIELD INSPECTION RECORD .r-REQUIRED SPECIAL INSPECTIONS INSPECTION -REO IF INSPECTORS CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP V"\_ STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED -CONCRETE -FIELD WELDING V<.._ HIGH_ STREN_~TH - BOLTS ~ ' ;,,--- V(.___ SPECIAL MASb NR¥ PILES CAISSONS - . - . -_, ~ -· ~ -.. ... -----. \ , -' -.. - , . CALL FOR FINAL INSPECT~iN WHf..N ALL APPROPRIATE • •• LI' ~ . ITEMS ABOVE HA V BE~N 'APRR~---'. : ~ '{'--"' _., -' • • ' ' FINAL I ~-~ ff . '\ -,: -,- PLUMBING ,. tz -·+ . .. ~ \' , I .. ELECTRICAL I I -. , . • I . l . -MECHANICAL ..... I I II ~ I/ I ' -... ,-I ~ 1 GAS I I vv -.I BUILDING Id,, 'J4 Ji/, yy·~ ~/ ~-I SPECIAL CONDITIONS I II r ~ I ~ f " ........ '' \ ~-...: 85"" • ;;l.,1 I . INSPECTOR'S NOTES DATE . l ; ----.. . . . . ' .,. ._ . -. . . -.. . . -,., . - ~ ' {\ : , ! I I ;, / '+ -, ---'. I, II I·,, I ' . \ ( i J I . -• ---,.. \ ~ •• , ... # ,, .. .. . . -t,?~ I J '· .. •. ' -. -- --' ,. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-211 DATE: 4-3-86 PROJECT NAME: _____________________________ _ ADDRESS: 2410/2412 Torryjon PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ---A?~-..-.-- TYPE OF UNIT: __ D_u.c_p l_e_x ________ NUMBER OF UNITS: 2 , • C6 CONTACT PERSON: Kurt Enged1 ~ MAINTENANCE 942..:9235 CONTACT TELEPHONE: ~RTMENT "619\ Lf--1 G -~APPROVED .. INSPECTED ULJVI DATE Cl-J4 BY: INSPECTED: DISAPPROVED I INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: ------------------------------- s ff : Rev. 1186 GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-211 DATE: 4-3-86 PROJECT NAME:------------------------------ ADDRESS: ____ 2_4_1_0:..._/2_4_1_2_T_o_r_r-=-y-=-jo_n __________________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: __ D_u.:._p_le_x ________ NUMBER OF UNITS: 2 CONTACT PERSON:_K_u_r_t_E_n_;g:..._e_d_i _____________________ -'--- CONTACT TELEPHONE: __ 9_4_2_-_9_2_35 _______________________ _ INSPECTEe_s:~ BY: DATE </ <f ~ INSPECTED: " ' APPROVED DISAPPROVE~ * INSPECTED ~&/ DATE aj;/d-6 X DISAPPROVED BY: ...'.'.:o/L-INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED IJLJI> i:v>T? r .... Rev. 1/86 ESGIL CORPORATION 9320 CHESAPEAKE DR .. SUITE 208 SAN DIEGO. CA 92123 (619) 560-14-68 □ A PP LI.CA.NI., CD Ju R ~DI C .... T __ I_O_N~- 0 P C"A'N-Cii-E-G·K-£,,R-"""' □ FILE COPY PLAN CHECK NO: ___ g~s,...,_-_.2~1~1-------D UPS 0 DESIGNER PROJECT ADDRESS: ___ -,-~,:v,:~-~•'~?~f~:bt:->~=------ □ □ □ □ □ □ 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 ~n the enclosed check list are resolved and checked by building department staff.~~~ ~LOI.J The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted f9r 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 applican~s copy of the check list has been sent ~o: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: -------------- Date contacted: Telephone# ------------------- 2.) r:iar~ ALL fL u Wt 8, NG Prue..Tlc'A1Jor:,l s :tl> z-rl(. hl&kL :rt> t:i: rur.raL ne,c.lC?. >) 2lt2'' 1'lee ~x~ op K€1uer-1 1,,JALL l ( E f LI 1.)£. -ft> ~r--f . -<:Et'; '5 E;;C."i" I Q ,J S° '\ BY: /2 au,lj (1,Nl#\.fl! ENCL: ESGIL CORPORATl._ON ------- Form 31584 ,, ESGIL CORPORATION 9320 CHESAPEAKE DR .. SUITE 208 SAN DIEGO. CA 92123 (619) 560-14-68 o A rE = ___ .... a .... o .... ~ .... 11___,_1 .... r .... , .._1.._1 .... s""">--------PL RISDICTION A CHECKYR J uR rso r crr oN : __ ~c~e~//~1"----'~~r~,A~oaa,_ ______ _ □ FILE COPY PLAN CHECK NO: __ ~e£:.:..,.__-2 •. ~//'-------- PROJECT ADDRESS: __ 'll~~~lf:~~~~.:J~C?~· =~/'------- 0 UPS 0 DESIGNER □ □ □ □ Ill □ The plans transmitted herewith have been corrected where necessary and substantially comply with ~he jurisdiction's building codes. 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. 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 applican~s copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: -------------- 0 ate contacted: Telephone# ------------------- REMARKS: ------------------------------ ENCL: ______ _ Form 31584 ; . ., . . . Citp of Carluflab JURISDICTIOH1.c.N1L6eAp.._ __________ _ PROJECT AOORESS1. _______________ _ TOt /} ,PPt,_IC.19>1, PLAN C'OP.lll!:C'TIOH Sll'Eff SI ltCU! P'MIL l' A HD DuP t~ DW'Kt.LINCS Plan Ch•ck No •. __ .....lf3""5..._-.. z..i) .. I _________ _ C•to pl•n• recaived by juriadiction. ______ _ :>41te plana received by phn 'checker 4 -ll.-85, Date initial plan check coapleted.4 ·)1 :65 by~ P'tlREWC'RD: PL!:AS'!: Rl!!AD Tel. (61') '60-1'41) Plan check ia lililitad to technical ritquir-nt• contained in the Unitora Buildin9 Code, Dni!ora Pluabin9 Code, Uniform Mechanical Code, National Electrical Code and state lava requlatin9 en•IC'9Y conservation, noise att•nuation and ace••• !or the hAndicapped. Th• plan check ia baaed on requlationa •n!orced by the Building Inapec::tiOA O.partaent. l'ou MY hAve other correction■ baaed on lava and ordin&nces enforced by th• Plannin9 Depa~nt, En9ineerin9 O.percaent or other departaenta. The iteas circled bel-need clarification, aodi!ication or chan9e. All circled it ... have to be satiatied before th• plana will be in con!onoanc• with the cited cod•• al\d regulation■• Per Sec. 303 (cl, 1,1, Uni!ora Building Code, th• approval ot the plana do•• not perait the vlolation of any atate, county or city law. ~ 0 PluH Mk• all correction■ on th• original tracing• and aut..it t-n-••t• o! prints, anJ any ori91na1 plan ••t• tut -y have bean returned to you by the juriadiction, f tc., CdfL:i~sc::. 'To facilitata rechecking, pl•••• identity, nex: to each circled it••• th• •h••t ot the plan• upon vhich aach correction on thia •h••t haa been ud• and return thia check •h••t with the raviaed plana. Indicate on plan• then•-ot the 1..,a1 -nez• and na-of penon reaponaible tor the preparation ~t th• plana. sec. JOZ(bl 0 □·APPLICANT COPY □ CITY COPY D PLAN CHECKER COPY Subftlit fully di-naioned plot plan drawn to scale 1h-in9 loc~tion aize, and uae ot all exiating and propoaed atructurea on CJ\e lot. Identity prolicty line■ and ahov lot di-nalona and a •••-nta. Show location ot all cut or till slopea and approxiaat• finiah floor elevation• tor all atructurea and ■h-elevation• at all corneu. sec. l02Cbl7. 1i::' l.aT' "'Ii'.) e,e Sl.1~1)1\/\Dl=J:), s.+oiu LOLA-no.3 1 D t"TAIL~ ~ '2.•HI(. ""~~ P..~r-rVce Indicate diatance tr-center-tin• ot strNt or all•Y to property line and diatance froa curh to property line. Sec. l02(bl7 Plana, apeciticationa and calculation• shAll be aigned by a California Stat• licenaed en9inNr or architect. (California Bua.in.••• and Proteaaicna Codel D. ,rR~ PROTECTIO~ 1/. Wal la cloaer than l fNt to property Un•• ahall be one-hour tire-ratad construction, hav• no openin9s, and shall have 30 inch parapets when th• building floor area axceeda 1,000 aquar• t••t on any floor. (Tabla S-A Sec. 170,CaJ Projection•, incl udin9 eaves, -y not axtand aora tMn 12 inch•• into th• 3 toot Htbac:.lt troa th• property line. S.c. 1710 and Sec. S04(bl Projection•• including eavea,shall be oa- hour fire-resistive construction, heavy tiaber or ot non-COllbustibl• Mtarial it they project into the l' ••tback ar•• lroa the property line. Sec. 1710 C\ Show location of ;,cr111.11nently wired ..ioke '-J detector. Sec. 1210 f.~U1££0 Af ltlP Of' :5TA1W6<! U:lf'JE.t: Of c.El L.it.H'af C. R~ Sit!:S, LICJl"I', VVITILATIONS IIN'D CUZINC Ono roo• -■t contain a ■iniaum ot 150 square teet ot superficial floor area. Sec. l207Cbl Habitable rooma, oth1r than kitchens, shall c:,,ntain at leaat 70 square feet oC floor area. Sec. l2071bl ~indov area ■uat t.e at leaat 1/10 ot the floor area and a ainiaua ot 10 aquara feet per Sec. l2071al. Appear• to be deficiant in ________________ _ ~ Openable vindov area ..,11: be 1/20 ot the V floor araa and a ■ini■u" ot 5 square f-t. In bathrooaa, laundry rooea and ai■ilar rooaa. Nini•ua 11 l .S aq.tt. C!ec.120SCal "" SK. -~o -A~ SK.'f\.1E,lfT", DA::tJA6lE A&uE f7• One-halt ot alt required wind-araa 1111at be openebl• in ___________ _ ~ Provide -chanical ventilation ca~bl• ot '-::.J providin9 five air chan9•• per hour in bathrooea, weter clo••t coa~rt-nta, laundry ~ and liailar rooaa it required window• are not provided. Sec. 12051al L.11.-UUD'21f ANO L,A'I/ Ae~~ Jf• Mo habitable rooa, other than• -itchen, ahall ba l••a th<ln 1•0• in any diNn■ion. Sec. 1207Ccl Shov that ceilin9 hei~ht for habitabl1 rooaa ia a ■ini■ua ot ,., •• Sec. 11,j71al y,. o. f,. Show ceili ng height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(al Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. 17ll(bl No cooking room shall be used for sleeping purposes, unless complying as an etticiency living unit. Sec. 1208 Specity satety glazing tor glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent :o walking surfaces. Sec. 5406 Glazing in shower and tub enclosures (including windows ) shall be tempered, l&111inated or approved plastic. Sec. 1711 (t)(gl Sleeping rooms shall have a window or exterior door tor emergency exit. Sill height shall not exceed 44" above the tloor. The window must have an openable area ot at least 5.7 square teet with the minimum openable width 20• and the minimum openable • height 24". Sec. 1204 Eaves and cornices may not project into a required yard more than 2 inches tor each foot of yard width if required windows open into the yard. Sec. l206(dl A mezzanine is an inter,nediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height ~t 7 feet, above and below.and must have 651 ot the long side open to the room below. Th• loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story _____________ _ !XITS1 STAIRWAYS1 AND RAILINGS Ploors above the second story shall have not less than 2 exits. Sec. l302(al Required exit doorways shall be not less than 36" in width and not less than 6'-8" i~ height, and shall be capable of opening at least 90 degree~. Sec. JJOJ(el Provide 36" high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail . Table 23-B Ca\ Provide stai rway and landing Q Sec. l3051bl , (cl details. 0 ~ /. Maximwa rise a• and minimum run is 9". Minimum head room is 6'-6". Kini.aum width is 30". f Handrails shall satisfy the following: a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22 (bl b. Handrail shall be 30" to 34" above the nosing of treads. Sec. l305(jl c. Handrail projecting from a wall shall have a space not less than l 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than l l /4" nor more than 2• in cross-sectional .dimension. Sec. ll05 (jl (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. llOS(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 stairway travel, to less than one-half t he required width of the stairway. Sec. 33051g) 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. Sec. 3303(il2 Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimUJ11 9 inches at a point 12 inches from the side of the stairway. b. Kaximwn rise is 9 inches. c. Minimum width is JO inches. Sec. )JOS(d) (see attached) Provide spiral stairway details: a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. MaximUJII rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. JJOS(f) (see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. llOS(fl Spiral ■tairweys must have a clear walking space of 26 inches between th• column and handrail. Sec. JJOS(fl Provide I.C.B.O. Rea■earch Report and Number for metal stairway, or submit plans and calculation■ and approved fabricator registered with th• Building Department or note that the stairway fabrication shall be done under special inspecti on per the approved fabrication plans. Sec. 306(a)48 and Sec. J06(fl In building■ over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is ex~mpt. Sec. 3305 Exterior stairways shall not project into the l foot setback from the property line■• Sec. 3305(nl .. a. The walls and soffits of the enclosed ~•••bl• space under lnterior stairs shall be protected on :he enclosed side as required for one-hour fire-resistive construction. Sec. Jl05(ml ~inL~um construction specifications shall be made a part of the approved plans. (See attached) ROOFING Sp•~~6oof pitch. '/4" In-0\.)1,?,f. '7"'2At.~ S. Ro~ p1tch is not adequate for root type specified. Specify minimum pitch of ____ _ Specify roof material and application. Specify I.C.8.0, approval nwnber for root materials noc covered in UBC. Specify roof slope for drainage or design to support accwnulated water. Sec. J207(a) Sh~roof drains and overflows. Sec. l207(a) Prov1d~~ighc details to show compliance with Sections ]401 and 5207 or provide ICBC approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBC nWllber. Show attic ventilation. Mini.,,Wll vent area is 1/150 of attic area or 1/300 of attice area if at least 501 of the required vent is at least 3 feet above ceiling joists. Sec. J205(cl MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. J707 Show veneer support and connections comply with Sec. J002, 4,5,6, and Sec. 2S16(al regarding ties and t9 wire in horizontal joints or note construction to be perattached sheets J0-1 or J0-2. 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 shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2Jl0 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 ____________ _ G. GA.RAC!: AND CAJIPOR1'S ~Garage requires one-hour fire protection . '\.:Yon the garage side of walls and ceilings co1111110n to the dwelling. Table 5-8 Sac.503(b) ,Jl.All elements supporting floor above garage r to have one-hour fire-resistive protection on the garage side. Sec. 50J. Seams •nd poses, noc within the wall or ceiling con- struction, muse comply with uac, Table 4J-A, or be minimwn 6" dimension beam and minimwa a• by a· pose. R. l 9. Show l 3/8" solid core self-closing door for openings between garage and dwelling. Sec. 50J(d) Garages are noc permitted to open inco a room used for sleeping purposes. Sec. 1104 Openings ~•cween carport and resi dence require self-closing doors and stationary windows. Sec, 1214 Show garage fr&111ing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 2J NOTE: Minimum plywood diaphragm ratio is 3 1/2 to l or 2'8". Table 24-I Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the. building. If the difference in floor elevation exceeds 7 l/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 JJOJ(i)2 and 3305 (g). Provide 18" raised platforms for any PAU, water heater, or any other device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. l'OONDATION Re UIREMl!!NTS Note on plans that"A soils engineer shall ev•luate any unanticipated uncompacced fill or expansive soil or other soi~ problems disclosed during construction•. Sec.306(a)l2. Submit soils classification determination by a licensed engineer or architect -based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sac. 2905 1/1. Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 '122\ The foundation plan does not c0a1ply with '(J the soil report recommendation for this project 5Ht>w 'IL" :SfPWfiorJ \;EC-iABA4HMQI# fun:, t,) ki!? Provide notes on the foundation plan listing th• soils report recommendations for foundations slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building Departlllent foundation inspection, the soils engineer shall advise the Building Official in writing that: l , the building pad was prepared in accor- dance with the 1oils report: 2. the utility trenches have been properly backfilled and compacted, and: l. the foundation excavations, forming and reinforcement comply with the soils report and approved plan.• Provide spread footings for concentrated loads designed for 1,000 PSF 1oil bearing or per bearing value as determined by an engineer or architect. Chapter 29 .I .. ' l ==1 Shov height of all foundation walls. C~apter 23 Show height of retained earth on all foundation walls. Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepn•ss and heights of cuts and !i lls. Chapter 29 Note on plans that wood shall be 6" above finish grade. Sec. 2417(c) 7. Note on plans that surface water will drain away from building and show drainage pattern and ~•Y elevations. Sec. 2905(!) Dimension foundation per Table 29A. TABLE NO. 29-A-FOUNOATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS DEl'Tll a, FOUNDATION WIOTII TIIICKNESS IUO'# IIUMIU TIIICKNESS Of a, a, NATIIUl a, fOUNOATION WAU FOOTING ,ooTING su•,•cE STOllll (l11clle1) (IIICIIHI (l11c•es1 a, "OUND ANO flNISN CONCllTt UNIT GUDE MASONIY <•-•1 .__ I. 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 :0-0TES: Who,.. unUJ=! conditkm• or frost coaditions ••• founJ. (ootinp •nJ (ouncbtions ,hall bo as requirfd in Soc:tion 2907 (a 1. The cround undor tho 8oor may be uc:avat..i to tho ~lo,·ation o( th~ top of the lootin,r. Show foundation sills to b• pressure treated, or equal. Sec. 2517(c) 3. Show foundation bolt size and spacing. Sec. 29071•> Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Sec~ 306(f) Show size, im.bedment and location of hold down anchors on foundation plan. Sec. 2312(f) Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 2Jl2(f) Show adequate footings under all shear walls. Sec. 2311<•1 Show stepped footings for slopes steeper than 1:10. Sec. 2907(cl Show minimwa 19• clearance from grade to bottom of floor joists and minimum 12• clearance to bottom of girders. Sec. 2517 Shov pier si ze, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of l8"x 24". Sec. 2517 Shov minimwa under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approxim.te-ly opposite sides. Sec. 2517 P'RAMINC /&o. Show all joists, rafters, beams, and posts 2• t o 4" thick to be No. 2 Grade Douglas Fir-C..rch or better. All posts and beams fl. 5" and thicker shall be No . 1 Grade Douglas P'ir-r..rch or better. (Table 25-A-ll Show wall bracing. !very exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with lx4 diagonal let-in brace or equivalent. Sec. 2518(gl5 19 • yo. y1. Note cross bridging or blocking. P'loor joists and rafters more than 12" in dept~ and spanning more than 8 feet shall be support ed laterally ~y ~ri dging at intervals not exceeding 8 feet. Sec. 2506 (gl Show blocking at ends and at supports ot floor joists, and tor ratters at exterior walls. Sec. 2506(gl • Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506(gl Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(dl 5 Shov rafter ties. Rafter ties shall be spaced not more than 4 !eet on center where rafters and ceiling joists are not parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 2518(h) Show 1/2" minimum clearance between top plate of interior parti tions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48" lap splice. Sec. 2S18(gl4 Show nailing will be in compliance with Table 2S-P. Provide fire stops between stories, bet~een 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' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and parti tions, at perimeter of sliding door pockets, between chimney and wood frame usi ng metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2S17(f) Show stud size and spacing. Maximum allow- able stud heights : 2•x•·~ 16" is 14'; 3•x4•,2•x6•@ 16"o.c. is 20'. Sec. 25l81g)2 Note an A.I.T.C. Certificate o~ Compliance for glued laminated wood members shall be given to th• Building [nspector prior to erec~ion. Sec. 306(f) Detail all post to beam and post to footing connecti ons. Sec. 25171c) ~ Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required ~locking. Maintain maximum diaphr~gm dimension ratios. (Tables [,J,K). Show 3"x4" or 2"x6" studs i n first story of three story building. Sec. 25181fl Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(al7 Provide framing sections through ______ _ Section 3021al 7 Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 Provide calculations for __________ _ Section 3021a) 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2• above the finished grade and shall bear on a metal base plate or treated wood unless the columns or ;,oats are foun- dation grade redwood or cedar. Sec. 2517(cl4 .. , ' .. .. ·. 183. Shew location ct attic access with minilllun size 22• x 30". Sec. 3205 186. ti· 1/3. ~- 0· }A6. ~7. 0 · 0· J. Shew dratt separation tor attic areas in excess ct 3,000 sq.ft. Sec. 320S Shew draft separation. tor space between dropped ceilings and !leer above in axcess ct l,000 sq.tt . Sec. 2517 Specify plywood grade and panel indenti- !icaticn index. Table 25-J When root pi tch is less than 3:12, design ridge a ■ a beam. Sec. 2518 (hi Weed shear walls shall net be used to resist horizontal tcrces contributed by masonry in buildings ever one story in height. Sec. 2516(b) Gypsum lath and plaster, gypswn sheathing beard and gypsum wallboard shall net be used in vertical diaphragms to resist !areas imposed by masonry er concrete construction. Table 47-I It cri pple wall studs are less than 14", traming shall be soli d blocking. Sec.2518(gl6 Cripple wall studs exceeding 4 feet in height shall be l inch by 4 inch er 2 inches by 6 inches when supporti ng 2 stories. Sec. 2518(g)6 Shew plywood sheathing ever exposed eaves, or ether weather exposed areas, is exterior grade. Sec. 2517(gl l Shew a weep screed at the foundation plate line en all exterior stud walls to be stuccoed. Sec. 4706(e) Provide an approved waterproof building paper under weed siding. Sec. l70l(al Specify an approved tlashing tor exterior openings and parapet walls. Sec. 3208 Shew corridor width to be minimum 36". Sec. l304(bl Specity truss layout tor 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported ratters. Sec. 2518(h) 3 Provide -tal straps across ridge beam and ratters. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Unitcr:n Mechanical Cede. 2.1)6. Shew the size, lccatic~ and type ot all heating and cooling appliances er systems. e Shew source ct combustion air to~ furnac~ 11 wil;..~cmply rl&Chaper 6R~if,J 1\"A ~goa12':• 2/2. fvery lfwe~ng un1e~:l1 be prcvide~wi.t\:! heating facilities capable of raaintain- ing a room temperaeure of 10• F. ae l e feet above the floor i n all habitable rooms. Show basis tor compliance. UBC Sec. 1211 Show minimum JO" deep unobseructed working space in frone of furnace. Note en plans.clearances to be per manutac-turers listing. Sec. 704 UHC Furnace shall not be installed under any stain,ay. Sec. 704 UHC Furnace shall noe be installed in any bedroom, bathroom, clcsee, or in confined space with access only througt, such room, unless specified as direce vene appliance, enclosed furnace er electric heating appliance. Sec. 704 UHC Shew ICBO approval !er prefab fireplace and provide approved inseallaeion instruceions ac job site.~ \5"Q\ l.10 Lo~ Aa,uE ~a:; ~ Re. :ll: I SI , '2..4~ 2/a. Shew access to the attic er under tlcor furnace to be minimum JO inches by 30 inches. Sec. 708, 709 UHC Neta that passageway to the attic furnace shal l be unobstructed and have continuous solid tlcori nq net lass than 24 inches wide. Sec 708 UHC Show permanent electrical outlet and lighting !ixture controlled by a swiGch fer the attic furnace. Sec. 708 UHC Shew details to comply with Section ~09 tor furnace under the tlccr, Section 708 tor attic furnace, er Secti on 710 tor root or outside turnace. Note en plan, gas vents and non-combustible piping passing through three floors er less shall be attactively drat t stepped at each floor er ceiling. UBC Sec. 1706(al6 K. ELECTRICAL (National Electrical Code) All wiring shal l comply with the National Electrical Cede. 2Ji. Note en the plan the amperage cf electrical service. rt the electrical i nstallation is more than 200 amperes, shew panel location and provide a single line diagram and lead calculations including: a. Wiring method employed. b. Si zes ct all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders. d. Provi de plot plan shewi ng services, all panel locations, circui t arrangement and lead distribution en panel buss••· e. Provide typical panel schedule(s). Dwelli ngs req~ire minimum 100 amp service. Shew location ot all electrical receptacles. Electri cal receptacle locations and/er spacing is net ~dequate in ________ _ At least one receptacle shall be installed 0utd00rs, in basements and attached garages, other than laundry cut lets. Art. 210-25(b) Shew minimum dwelling lighting (NEC Art. 2l0-26(al and GFI'S i n garage, baths and outdoors. NEC Art. 210-8(al. Note "UFER" ground to be provided (NEC). Art. 250-81 b. PLUMBING (Uniform Plwnbing Code) All plumbing shall comply with the Unitrom S ing Code. Shew water heater size, type and location on plansA 'JJ~I.J ~~ 1-«fr wmtf' 2i1. s~t.~~ :§>/1rovftinfL-fo~uileion air T co fuel burning waeer heater. Sec. 1307 }'8. Puel combuacion water heater shall net be installed in bath or bedroom or in a closee opening ineo baeh er bedrooa. Sec. 1309 Provide adequaee barrier to proeec~ water heater trom vehicle damage. Sec. 131.0 Show T and P valve en water heater and 1how rouee cf discharge line to exterior Sec. l007(el Provide dryer vent to out1ide. UMC Sec. 1903 Note en the plan that hose bibbs and lawn sprinkler syseems shall ~ave approved backtlow prevention devices. Sec. 1003 Shower stall shall accomodate a JO"circle and have a ainimwa floor area cf 900 sq.in. UPC 909(dl ... . '' • 8 e .'IOCSE :~,u~TtOH 10ur~cxg1 Jhow Jeta1ls ot duplex ;oaaon ,p•rtyl w~Lls £nd ~loor.:e1l1no Jaauaol••• to .1c~1•v• J Jound ~r3na■1sa1on ~:Jaa l ~TCI racino 1n ·4411., ot 10 itec1bl,t1 .1nd Jn Cai,.ct CnAulat1on c.;l••• I C!C.:I r3uno on t lour. ce1l1no of 10 ~-lOl••· T1tl• 25 Show now penetrac1on ot •••-l1•• tor p1p1n9, ele.:c:r1cal dev1c••• rtte:•••ed ao1nets, ~tntuoa sotf1ta, or heec1n9 v-t1l•t1n9, or exn.au;t du=• sna1l tMI •-led, lined. or illauUced co -1nca1n req\11rad sound tran-1aa1on rac1n9. T1tl• 25 •~ov•d• inaul•t1on in _,ta Mid ca1l1no to •ctu..,. STC ot ,o be-" 9&&"a9• and l1vin9· an• it 9araqe u•• 1• noc ,oncrolled by reudent T1tle 25. M G,MlA(a£ I LAU rJot!.1./ DIDCY CCIISUVATION t Pl--llead II.-State Mandated 11-oulationa ICalit. A<i■in. Codel bee--ettective June 16, 1911 and require that th• dea19n sa~iafy one ot th• alternativw enerqy packaq•• ca .. attached packaqea A, a, C, 1, 2, l, 4 and U 1611. The lav alao require• that -ny -ndatory conavrvation it••• be aatiatied, _______ u in %one ____ . Copies of the lleaidential Enerqy Conservation Kanual -y be obtained tr-• Publication• Unit, Calitornia Energy C-■ission, 1111 Howe Ave, MS-50, Sacra .. nto, Calitornia 95125, ITel. 19161 920-621611. Calitornia luildiA9 Official• also aaintain a telephone •hotline• bet.,..n 10100 A.N. and llooft and 1100 P.N. to 4100 P.M. at 19161 456-)123. Show on the title ah .. t ot the plaa■, the alternative enerqy p■cka9e that -■ aele<:c:ed i.e. A, I, C, 1, 2, 3, 4, or Al 163 to •h-~liance, and provide calculations and other daU, appropriate to that aelected packa9e. Th• reaponaible deaiqner ahould aiqn a ttat-nt, on th• plan title ahNt, "Th• deaiqn 1ubaitted substantially confor■a to the Enerqy Reoulationa for Reaidential luildin9a•. Show the •11• value for th• -11a and ceilin9 and related ar•••· Note that the insulation uaed ■hall c-ply vith California Quality Standarda. Note the insulation installer shall poet a si9ned certificate, in a conapicioua place in the buildin9, ~tatin9 the insulation c-pli•• vith Title 24, Olapter 2-Sl and Title 20, Chapter 2, SuOchapter 4, Article). Note doors and windows, includinq akyli9bta, between conditioned and non-conditioned apace ■hall be fully -•th•ratripped. Note on the tra■in9 plan that -•th•r• atrippinq, caulkinq or •••lanes -•t be uaed to li•it filtration in th• llu1ld1n9 envelope at the tollowinq locati-■• bterior joints around window■ and door tr--•: between wall aole plat•• and fl-ra, and =t-•n ext•c1or wal! pane1•: penetration• 1n walls, ceilinqa, and fl-rs tor plua,b1n9, electricity, and 9aa l1n~•: op~ninqa in attic r1-ra1 and ~II other openinqa in th• buildin9 envt'lop,,. Not• that doors and window• to be certified and laoeled aa c-plyin9 with the Ener9y lle9ulationa. Note ran■ axhauatin9 air to have back draft daapera. ~ lf'• 3~. l,'3. 3/4. Note at the ext,rior wall t i replace "rir•place to have a1n1au■ a1a aquac• inchea of outside air: to have 9laaa or aetal d-r coverinq the entire openinq of the firebox, to have ti9ht•tittinq daaper with readily accessible control and should not have a continuoua buninq pilot U9ht". Note ducts ahall co■ply with Chapt■r 10, 1976 UltC and shall be t i qhtly sealed with uatic or tape. Note at the water heater location •-t•r heeter to have wrap of R-12 external • inaulation•. Note, where water heater ia in unconcliei--4 ·apace, th• first five faet of outlet ~ipe to have R-l vrap. Noto all circulatin9 hot water pipe■ in unconditioned apace■ shall be insulated. Note that all 9sa fired heatin9 and c-lin9 appliances, showers and faucets shall c-ply with the Enerqy Efficiency Standards. Show, at bath and kitchen, that the 9eneral liqhtin9 shall have en etticiency of not less than 25 lu.ena per watt i.e. floreacent. Not• that heatinq oc c-linq sy■tlexcopt heat puapal shall have an aut-ti~ theraoatat with aechani•• which can b■ -nually proqra-d to aut--tically set back the theraoatat aet points for at leaat two peri od• vithin 24 hO\lrs, Show the size, type and location of the apace heatinq (or coolin9) ay■t- and provide enecqy calculation■ if t0• ou:put ITU/Kc. exceed• 45,000 11'U/Hr. output. s,-Mlle AM ■oll■l for nu ....a -t• i..eter are -State a~ list. Ouedoor pools WLtft fosaLl fuel hHter• r-.a&.re pool c:ov.ra a• _, 1 u ocner et1•rff ••••n• •-•c.• auc:1 a■ t.Jae clOCU, acc. ~0-1406 MIS~CS Show a minimum 2• air space and tlashi nq be~••n planter and buildinq wal ls. Sec. 2517(el Speci fy material to be used und■r the ■bower tile. Sec. 1707(al Speci ty lath and plaster to COlllply wit h Chapter 47, uac. Two l/4" copper pipe• 111Ust be installed fro■ water heater location to convenient location of future solar'panels (Ci ty Ord.I Provide sleeves C=oof jackal i n root f or two future l/4" copper pipes to o..nveni■nt location of future solar panels (Ci ty Ord.I Note ~hat solar water 9i pin9 ia to b• insulated in areas t.~•t are not ~•ated or cooled. (City Ord. l 0 luAldin• plan■ are ■ubatantially corrKt and c-pteu. ■y, __________________ _ Dates _________________ _ (j luildin9 plan■ would be aubatantially cocrtte:t and coa,plete ia ■inor correc~iona ace -d• ac. coun~•r. lys ________________ _ Oates _________________ _ • luildin9 plans require aajor correction■ and c-pl•t• plan recheck, by plan check enqineer, ia required. ly I {qAf>Y ~~ Due, JW 15, !'1M'. l t you have any qu-■tions reqsrdin9 thia plan check, Pl•••• call (eA:D'f ac Sb?-!i'25 1M -ld also be pleaaed to -t with you, at no ch~r9e, it addition.al aseiatance is needed. Date, 4-1t1-85 Prepared bys M4?Y A;N4,a. Jurisdiction LA'2.L? L'5A D VALUATION AND PLAN CHECK FEE c Bldg. Dept. O Esgil PLAN CHECK NO. $5--Zt/ BUILDING ADDRESS __ Ti~D~-t4=X.-a-.::akJ,__ _______________ _ APPLICANT/CONTACT K'., /fr t.rex E. Pl BUILDING OCCUPANCY e-3 DVrLEX,,,, TYPE OF CONSTRUCTION _ __.V._-_._tJ __ _ BUILDING PORTION BUILDING AREA L\\.hlllC.. Pl2.f!3.A M-94 r:t7 /'_c,-P/l(n~ q3e, CI1 / n ,dJ,=r, 11'.>ee_ u lS"o d ' nOPP<-kS ('D, Oec.t<. 2.\ 2.. lf1 . Air Conditionin~ Commercial Residential Res. or Comm. Fire Sprinklers Total Value PHONE No. q4z.SzJS: DESIGNER PHONE -------CONTRACTOR PHONE ------ VALUATION VALUE MULTIPLIER L::i.:i.-2..'3 JI, t ~? l~ -\ 7 I /_9\ s-75:0 1-Z,~O -2.?0/"J I?,_ \'-,qt-, @ ,. @ . @ ·' z_5'54q{..., ree Adjusted To Reflect 0 Eriergy Regulations (ree x 1.1) □Handicapped R~gula~ions (ree x 1.065) B uildirig Perm it r ee. $ ____________ .;.......a _____ ___,$..__:9_2.3_· ,_D_o __ _ Plan Che ck r ee_=-$ _____________________ ___,$'--_t:a;;......34...;..;.... 9--"f:: __ _ CO H HEN TS._•------------------------------ 8/4/82 .j I ' i ~ ,;;..1-~'//0/d<r/'~ Pl/ t:S-=/t~ / ~ /.c. PLAN CHECK NUMBER ID -~ 1 l ADDRESS ";oet'~~,v ______ DATE ff/ 0/ (ff PLANNING: TYPE oF srnucruRE ,Auf L -12,X •. ZONE: ----- SCHOOL FEES: SAN DIEGUITO --------ENCINITAS ------- CARLSBAD -------SAN MARCOS ______ ___,; % COVERAGE ----~-'½--+------REQUIRED SETBACKS BUILDING HEIGHT_~~-+------FRONT --6"""-.a.-+ FENCE:S/WALLS ----"("'r--"f-"'d------SIDE_~-~+--- --nJO CAR GARAGE REAR. __ ~-------o.: 1..1.J 3 uJ -Lu > ►-~ ~ __ ,_ cm'iMErfrs: --•--···--------~-------------- REDEVELOPtiENT A2PROVAL i:EQUIRED: ---- LANDSCAPE PLAN COrtiENTS: ----------------- ----------- ADD IT IONAL COMi'-1ENTS: ---------·---------- OK TO ISSUE:"""~---DATE:~~ OK TO FINAL: ___ DATE: __ ·-_ **** !:-:.:~'*"'*****·E~~l:*-!·****f -c:-:1:-::~:~,-,-::~**-!:'****-!:'""•::·:.··::,~-***********"*"*******************• ~N~NG LEGAL DESCRIPTION VERIFIED? 7 A.P.N. CHECKED? 7 P.F.F. ____ /3"'._'4""-----PARK IN LIEU ___ /k:__..d_ _______________ _ IMPROVEMENTS : ~~ r $°/ -~.;.;....;..;..._ __________ _ GRADING PERMIT: _----ii=fa?1~"'-~------------ -Lu > ►-~ ~ DRAINAGE: ~ .□ i ID _____________________________ _ 01.uITJ u a: OK TO ISSUE: ft--{~ DATE : __ ?1~~1_.J'--.... 1'"'L'------------~,w"------- EASEMENTS : ,_fo'.1___,.;"/1-____________ ADDITIONAL COr,,NENTS: ______ _ * ENGINEERING INSPECTION REQUIRED: ________________ _ PUBLIC ~ORKS INSPECTOR:_, _________________ _ FINAL OK: -----------DATE: ___________ _ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT , DRAINAGE, ETC. 1 i ·/ .. J . . . f .. -BENTON ENGINEERING. INC. I.Pi'LIED SOIL Ml::CH,.,NICS -· FOUNDATIONS 674) CL CAJ ON BOULEVARD eAN PICCO. CALIFORNIA 02.115 l"HlLI? HHIKING BENTON ,-,iu~,10(.Nl • CIVJL CNC.tht(A Jar1-1ory 16, 1970 Rancho la Cos ta , Inc. Route 1, Box 2550 / Encini la~, California 92024 Subject; Project No. 69-10-25D . Final Report on • ~ Compacted Filled Ground . • Lots 207 to 237, indusive , Lots 239, 243, 246 to 248, inclusive lots 250. and 251, ar;}-2.5~ .,Jo .. ~~k-~2-:{t~,:Y..!2.lL ~0 ,,~_;}...£-:: Son Diego County, California G e ntlemen: r- J" B-'N 01cco, 50:,-"5654 LA M,:s_., 4G0-:;654 This is to repod th e results of tests and observati~ns mode in order to i n .. pect the co.":1;-:::;::~i on .-'. of filled g roun:: placed on certain area.. of Lots 207·to 237, inclusive, 239, 243, 246 to 2~-8 , inclusl ve , 250 ord 251 , ard 255 to 257, inclusive, of La ·Costa South Unit No. 3; San Dic~o Count-;1 Cclifcrnio . The fills were placed durirg th e period-be tween October 20cnd D-~cernber 5, 1969 . 1 Th e c ppio:-:imo~e c recs end d epths of filled ground_ placed under our irop~ctfon i~ d'Cco;-dcnce ·with :he Oi~?iCved specifications are shown on the attached Drawiro No. 1, entitled 11~ocation°. o.f.tC..om poctcd fil led G roun::!. 11 The g ro:lirg plan u~ed for the p loccmenrof filled ground we::, prepared by Rkk En3i nee ring Ccmpany and dated Septemb~r 30, 196.?. • • ' . . The a pproxima te locations a t v..h ich the tests were token and the fin-:il tes t resvl ts ore prcsent~d on ix~J C.S -1 to 10, inclusive; unde r the 11 To blc of Test Re.suits. 11 The laboratory dctcrmrnations of the :r;ax ir:1Um dry densities and optimum moisture contents of the mo jor fi 11 materia ls are 0 :-esenlcd on pcge _ 10, under the "Lab orot.:,ry Test Resu lts. 11 Some of !hc_moximl.'m dry densities ~hov,'n .. in the "Tabl e ~tTest Resu lts 11 i·cre combinatio-ns of these . lhe tests \Vcre··takc n durirg the v.-ec k!y pcrio::Js indicated below: Test Number •·' .Week Endi rg • lord 2 , 3-'to 59, inclusive 60 to 123, inclusive 124 to 168, ind us:vc ···· 169 to 197, incl:.1si~e 198 Jo 213, indusivo 214 to 244 ,· inclusive October 25, 1969 Novembc·r 1, 1969 Novemb er 8, 1969 November 15, 1969 November 22, ·1969 November· 29 , 1969 December 6, _ 1969 ' Tho final ·results of tost-s ard observatlon5 indicare that the comr1cted filled ground hos boon placed at 90 percent of the maximum dry density or greater. It has been de tormi ncd that tho flll materia.ls, compacted to 90 percent of the maximum dry density, have a safe bearlro value of at least 2000 pounds per sguarc foot for one _ foot wide continuous footi rus founded at a minimum depth ard placed fi ve feet or more inside the top of compacted filled g round dopeL If footirgs are placed ~loser to the oxp<>scd slope3 t-hon 5 feet i nside the top of compacfod filled grou rx:f slopes, these should be deepened one foot bclo_w a 1 1/,2 horizontal to 1 vertical line projected outward ard downward fr om a point 5 feet horizontol ly i nsidc the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is odcquatc· to satisfac- torily support one or two story _wood frame dwellirgs designed for the recommended borirg _ value, without detrimental settlements. _ ,,/ ·->l . /7/J h _ 2 <!SC • ~~ .•--£..~Ct.q-3 -PY&~. //l-y~~ fa½?~. 3·~ -In our report of the original inves'~igation conducted at this subdivision, (Pro~ No. 69-3-246( • dated ~ay_J~.l,?69), we stated that some "expansive " soils existed on the site and if th;y·..,~~7e allowed to remain in the upper 3 et below finish ed grade some of the lots would require specially designed f~tings a slabs. e furth er stated. that these lots would be listed upon the completion of grodirg. The lots where cf P~~ive soils _were o~served to remain within the uppe r _3 feet, or~ tab-Jloted o_s follows: ~ ~/.,OT ,J.. 1 STE() A RE N oN ~ Type A: l~ts 2~9, 220, 250 ard 25-r,- Type B: lots 221 to 224, inclusive~ 229, 231 and 232, and 248 'and 2~9. • ll_/·· . It is recomn-,erdcd that the folfowir(J special design precautions be taken for the houses· to be constructed on the above·-listed lots: 1. _-i.u.lr-.· /.. 3. 5. ,!ypc A Lots Isolated interior piers shwld not be used. Contiruou~ fcoti1"r3s should be use d throughout, and these sh ould be placed.at a mini mum de pth of-two fe~J be low the- lowzst adjacent exte rior final ground surface . • • Reinfoice ard interconnect continuously with steel bars al l interior and ex t~rlor footir'E}S \vith two f,4 bars at 3 inches above the bottom of all foo ti ngs and two 04 bars placed· 1 1/.2 inches be low the top of the sterns of the footi ~s. ·Use raised wood floors that span bctwaen continuou!. footing~, or re inforce all 1 concrete sl obs with 6 x 6 -10/10 woven wire fabric and priv ide a mini mum of 4 inches of clean sand beneath al I concrct.e slabs . Provide a moisture barrier 2 i riches bolow slabs under livire areas. Separate garage slabs fr om perimeter footings by 1/2 Inch thickness of construc- tion felt or cqulvolont, to allow i rdcpe rdcnt movement of garage slabs relative to perlmo tcr foot! rgs. ·Provide posrtlvc drainage awpy fr om all porlmctor footlrgs to a horizonta l dista nce of a t least 6 fcot ou ts ldo tho houso wal Is: • • b ENTON ENCINEEnlNC, INC, ;,ofect No. 69-10:.25D + La Co;~a South Unit No. 3 -3- . . . January 16, 1970 $ Type B Loh f. • 1hose iot> listed on page 2 os Typo B loh should follow oil the obove-lh ted recommendations f, w.th the two followlrg exccptio~: ... -1 I ♦ The continuous footirgs may be pfoce"d at a minimum depth of 18 inches below the lowest odjaccnt"exte rior fina l ground surface rather than the two feet recomme~ed for Type A lots. ' 2. Sirole G4 bars placed as directed (above) near ·tops and bottoms of all Interior and exterior footil"'Gs may be substituted for the two l!4 bar-$ recommended for Type A lots. Recommendations 3 to 5, inclusive, as lrsted for Type A lots, are applicable to the Type B lots also . ~ Respectfu_lly submitted, • ' { BENTON ENGINEERING, INC . • i: • ------ i (/.. I ~--~/. f By •. . .·' -/" ..... ~ • F ~ i· Philip H. Benton, Civil Engineer f • ~ Dis tr: II.) ' • Addressee , ! ( 1) (2) Rick Eroineerirg Company Son Dieg o Covnty Buildi rg Vista Office ...... Inspection · .. ___ _ ,I These are min 1u 11 .., ........ ·-more restrictive specifications sh~wn on the approvt:u .., ..... ~. ~ A. FOUNDATION AND UNDERFLOOR l .'~Coryc<ete for-footings sha ll have a minimum compressive strength of 2COO psi.at 23 cays and shall be composed of 1 part cement. 3 parts sand, 4 parts. of 1" maxirmm size rock., and ;)Qt more than 7½ gallons of water ~er sack _'?f 1:ement. (Table No. 26-A.) 2. Wood.and E.:irth Separation. Foundations supporting wood shall ex.:end at !=--::St 6" a!Jove the ad- jacent finish grade. (Sec. 2907(a).) Provide 18" clearance unde-wood jois-u and 12" clearance underwood girders. (Sec. 2517(c)2.l 3. Concrete Slabs. Slabs on grade shall be at least 31/i" thick. (Sec. 2623.1 4. Treated Wood. All foundation plates or si 11s and sleepers on a concrete s!a!J. which is in direct contact with earth, and sills which rest on concrete or masonry four.dat:ons. and wood joists closer than 18". ,r wood girders or supports closer than 12" to the ground shall be presrure treated wood or foundation grade redwood. • • . 5. Anchor Bolts and Footing Sills. All footing sills shall have foll b:aring on the footirig wall or slab .;nd shall b~ bolted 10 the foundation with½" x 10" bolts embeclced at lea . .-t 7" into the concrete or reinforced ma!-Onry or 15" into unreinforced grouted masonry. Bolts shall be. spaced not tC" exceed 6' on center with bolts not over 12" from cut end of sills. (Sec. 2907(c).) I --4 , 6. Underfloor. Vents. Underfloor areas shall be ventilated by openings in foundation walls. Wall openings shall have a net area of not less than 1 % sq. ft. for each 25 linear feet of exterior wall. Openings shall be arrar.ged to provide cross ventilation and shall be cove:-ed with corrosion-resistant wire mesh of not less tQ,_an ¼" nor more than½" in any dimension. (S~c. 25!7(c)6.) . ' 7. Underfloor Access. Underfloor areas shall be provided with a crct.vl hole not less than 18" x 24". {Sec. 2517(c)2.) \ . B. WOOD FRAMING I • 1. Lumber. All j~ists, rafters. beams, and posts 2 .. to 4" thick shall be No. 2 Grade Douglas Fir- Larch or b~tter. All posts and beams 5" and thicker shall be No. 1 Grade Douglas Fir-Larch o,: better. {See itern B 14 for lumber grading requirements for studs.) 2. Wall Bracing. Every exterior wood stud wall and main cross partition shall be braced at each end 3. 4. 5. 6. 7. 8. 9. 10. and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. (Sec. 2518(9)5.) Cross Bridging. Floor joists and rafters more than 12" in depth and spanning more than a feet s:-.a:: be supported laterally by bridging ot ii1ic:1·v.ils not exceeding 8 feet. (Sec. 2506(9).) Provide blocking at ends and at supports of floor joists. and for rafrers at exterior walls. Provide bloc!Zi~g at ends and supports of rafters more than 8" in depth. Provide solid blocking at ridge line and at exterior walls on trusSed roofs. Double Joists. Floor joists shall be doubled ur,der bearing parti!ions running parallel with thP. joists . .(Sec. 2518(d)5.l . -. Rafter Purl in braces to be not less than 45° to the horizontal. (Sec. 251 S(h) 5.) Rafter Ties. Raf:er tii:s shall be spaced not more than 4 feet on c~nter where rafters and ceiling joists art? not parallel. (Sec. 2518(h)4.) Provide "/2·' minirnurn clcJrance between top plate of interior partitions and bottom chord of trusses. • 11. ?rovidc double top plate with minimum 413" lap splice. (Sec. 251B(g)4.) 12. ·Nailing will be in compliance with Table 25-P. 13. Fire blockin•g shall be nrovided for wall:. over 10'·0" in height. !Sec. 25·17(1)), als•.> ior ho~il.Ont;;l shafts 10'·0" o.c:., and for any corlccJlc.-d draft opening. 14. Stul1S. In one-or two-story boildings, stt.:ds for cxtcr:or w,111s :::tnrJ interior bearing walls shail be • not less th.Jn 2 x 4 at 1 c;·· o.c. S iuds· for interior nonbe,iring p:1rtitior.1s may be 2 x 3 at 1G o.c.. Studs 2" • 4" thic~ .md 2" • 4" wide and not more th:m o ft:ct long ~all be ··stud gr<.1dc" Ooug:,,s Fir-LJrch or ucttc.-r v-,h<!n st:pporting not more than one floor and J roof. (Sec. 251U(gl.) 15. An ,\.I.T.C. Ccrtifit:alP. of Conforrn;.inr:c for glued larninJt~d wooJ :ncrnbers sh.ill be givc:n to ~nc Euih.Jir,u lmncctor prior to erection. ' .: --- ., t ! ' . . ( T I > I i ► l t J t f .. t f : l ' ' I I :-... C .. GENERAL MATERIAL SPECIFICATIONS f 1. Mortar Mix. Mortar to be-used for construction of ·masonry walls. -fouodation walls. retaining walls shall consist of 1 part portland cement. 3½ parts sand and ¼ to ½ part hydrated lime or lime putty. Mortar mix with plastic; cement shall be 1 part plastic cement to 3 parts sand. • 2. Grout Mix. The mix for the grout shall b'cl 1 part portland cem-~n·t: 2-3 parts sand, 1/10 part hy- dra~ed lime of lime putty, and 2 parts gravel. Grout shall attain a minimum compressive srrength of 2000 psi at 28 days. • 3. Masonry. The masonry. units shall comply with ASTM Spec. C90-70, Grade N, for hollow unit .concrete blocks. 4. Reinforcing Steel. The reinforcing steel used in construction of reinforced masonry or concrete structures shall be deformed and comply with ASTM Spec. A615-68, Grade 40. 5. Structural Steel. Steel used as structural shapes such as wide flange sections, channels. plates. angles shall comply with ASTM Spec. A-36. Pipe columns shall comply with ASTM Spec. A-53. 0. ROOFING AND WEATHERPR0OFiNG 1. Wood Siding. All wood siding shall be placed, over an approved, weatherproofing barrier. (Sec. 1707(a).) 2. Flashing Around Openings. Every opening in any exterior wall shall be flashed with sheet" metal or waterproof building p.iper. (Sec. 1707(b).) 3. Roof Covering._ Wood shingle, split shake and composition shingle roofs shall not be installed on a roof having a pitch of less than 4 inches to 12 inches. Tile roofs shall not be installed on a roof having a pitch of less than 3 inches to 12 inches. Mineral surfaced. built-up roofing shall not be installed on a roof having a pitch of more than 3 inchl:!s to 12 inches. (Sec. 3203(d) and Table 32-cJ.) 4. Weep Screed. A weep screed shall be provided for all extc(ior stud walls finish~ on the exterior with stucco at the foundation plate line. (Sec. 4706(e).) E. GENERAL 1. Attic Access. Attic areas shall be accessible by an opening not less than 22" x 30". With a f_:,irnace in the attic, the opening shall not be less than 30" x 30". jScc. 3205(a) .) 2. Shower Enclosures. Shower walls must be finished to a height of 6 feet with a smooth, hard, non- absorbent surface. (Sec. 171 l(dl.l ENCINITAS UNION SCHOOL DISTRICT 189 Union Street Encinitas, CA 92024 Telephone: (619)753-1152 D:!dication of I.and or Fees for School Districts (Title 8, Division 2, County Code) TO: '!he City of carlsbad 1200 Elm Avenue carlsbad, CA 92008 Plan Cleek No. Effective =-0a""""te,---:::P-a.i.r' d-::-,::P""'"lan--:Check=----=--=Fee=--- * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PROPERTY OWNER'S NAME_~f<~~=c._..sl-:..._--6.t==-o~-,-c~cJ._, _____________ _ TELEPHONE o/'-/J...-9J > s:- PROJECT NAME (if applicable) --------------------- PROJECT LOCATION ___ )-_u_.f ...... __.),.._._)._1 _ __._J..,..c:,..__C.-.e, ....... s: .... sb_..____5;"""'0 ...... ...-.__...tl ___ ,.,_, _\--._v-_, .... ·c__._# _____ J.___ ASSESSOR'S PARCEL NO. )../6 -')_'--jo -O:J -------- TOTAL NUMBER OF DWELLING UNITS_.....::;..~-=--- Applicant __ ~;:_-~~/-1----','--"£:c..-.~ -~--'-----lt!~r~'=l~~-,---_,,..O_v_~_~ _____ ~_=-i_-_r._~_-_ Signatur~ Title Date * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * School District Certification No. bedroans/like roans _ _.~-- I certify that the requirenents of Title 8, Division 2 of the County Code for school facilities dedication of land or fees ~ 7 satisfied.: descr~ project, Si-tureOf~ •• ~ Title Date * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * NOTE TO ) A review of one set of plans is APP.L.'ICANT) required by the school district. FCR4 NO. 01--021 0htr1bt.,tlo1u •MU• Appllct•& 1'111ow: Dhtrtct llok: A,plluo, •• DEVELOPMENTAL SERVICES 1200 ELM AVENUE CARLSBAO, CALIFORNIA 92008-1~9 BUILDING DEPARTMENT (&111) 438-552S (itp of ~arlsbab DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS • Oi;APTER 21.55 CARLSBAD MUNICIPAL CODE RETURN TO: FROM : BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 School District SMJ OIEGUITO UNION HIGH SCHOOL DISTRICT Name of District Effective Date @ Plan Cleek No. Date Pl an Check Fee Pd·. Property Owner's Name Kurt Enyed1 Project Address Project Site Legal Description I ot 221 of La Coita Soyt~, ~Rit ffJ Project Site Assessor's Parcel No. ---=2..:..1"'"6_-=2 .... 4=0_-.,._0...,3 _________ _ Project Description -Incl. no. of dwelling units MF 3 bdr (Duplex) Department Official _________ _ Signature Title Date ' SCHOOL DIS~RICT CERTIFICATION I rertify that the requirements of Qiapter 21.55. of the carlsbad 1-\nic.~ O:x:e for school f~lit·.i " catJ.On of laid aid fees ha~ been sausfied for the des cn.l::ed pro J e~ Authonz.ed s i o~~ G, ~., ,/ Olstnct Offic. L . ..., ~A~dinator 5/6/85 S.l.Q1at. ure '._ Tl. tle cate Note to ~i=t: A rev:i.ew of aie set plans may oe required by the school ci:st-'"l.tt. N 3/1(0 LEUCADIA COU NTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Mailing Address Mohammad Rezai Hariri 64 14 Cibola Road San Diego, CA 92 120 Service Address: .2'if & Tnrrejon -~PJ~a-c~e ______ _ Tract Description: rat 221 South #3 Assess or ' s Parcel No. .........2 ... J .... 6-==--2..,,4 ..... 0=-.... a 3....__ _______ _ Phone No. (213) 655-3B83 (714) 74~=.1187 N R Type of Building _ .... n"""111p"'""J_e_x~----No. Units 2 Connection Fee $1 200 00 Lateral Size: 4" 611 811 Saddle Easement Connection (pre-pd 0 400.00) Extra Footage: __ @$ ___ _ Amount Rec'd $A c::P Ck. No/Cash ~-5 Date q-7-9 Rec 'd By fisQ t u Extra Depth: __ @ $ __ Soa ct Lateral Fee Prorated Sewer Service Fee Total $ \5:>CX)·cb The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service 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 mai n collection line in the street (or ease~ent) 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 stree·~ (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 REPRESENTATI VE, 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 cornnences 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. , . .. 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 s ubmitted. 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 subsequent fiscal years shall be collected on the tax roll in t he 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 s ewer 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 commences 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 commence upon close of escrow and will be the responsibility of the buyer. f f a service latefal is req~ired, it will be in~talled by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from t he 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 s ewer pipeline (building sewer) from the applicant'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 DISTRI~ 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 a pply i n those cases in which the applicant has paid plan check and inspection fees for a s ubdivis i on. OWNER'S NAME : Kurt & Lynn Enyedi CONNECTION FEE: $ MAILING ADDRESS: 849 Wood Lane LATERAL SIZE: ; EASEMENT: Encinitas 92024 EXTRA FOOTAGE-: -@$ /Foot PHONE NUMBER=.==----,-,,.....,----~--=----SERVICE ADDRESS: 2406 Torrejon Pl ace LOT NUMBER: 221 TRACT DESCR~I P-T=I-=-ON_:_L--CS _____ #_3 ______ _ ASSESSOR'S PARCEL NO: 216-240-03 EXTRA DEPTH: @T / Foot LATERAL FEE ---- INSPECTION DEPOSir PRORATED SEWER SERVICE FEE TOTAL ----- 500.00 50,00 PAID BY: CASH TYPE OF BUILDING duplex NO. OF UNITS_2_ CHECK NO. /l)t,2-.,; $550,00 The undersigned hereby the conditions as stated. ,7/4 ~ ✓--· ' OWn~~ignature RECEIVED BY : B. Savill --\ agrees that the above information given is correct and agrees to 3/19/85 Date #10205 supplement to #~ Account No. ATTENTION PROPERTY OWNER: An "owner-bui Hil!r" bu11 ding penn-i t has been applied for in your name and bearing your signature. ·_ Please complete and ~eturn this infonnat1on in the envelope provided at your earliest opportunity to avoid unnece$sary delay in processing and issuing your building pennit. No building·pennit ~111 be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement {yes or no) y ~ ..s . 2. I {have/have not) _ __,_h.~"'---y,;:: ______ signed the application for a building pennit. 3. I have contracted with the following person {finn) to provide the proposed construction. Name /h v $e / .I-Phone > ------------Address -------------Contractors License No. -----City _____________ _ 4. I plan to provide portions of the work. but I have hired the following person to coordinate. supervise and provide the major work. Name /1:::::y /'. c;:, I/-Phone __________ _ Address_____________ Contractors License No. ____ _ City _____________ _ 5. I will provide some of the work but I have contracted {hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed:·· Property Owner _fi __ ~--~-~---fyce:.._,.-/2 ____ , ___________ _ Socf a 1 Security Nunber ~-,,? -e> :r -7 / 9 z Date: s-;... Jo ,... S-..s- EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORl<MAN'S Cc»4PENSATION TG TH.E CITY OF CARLSBAD. Initials