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HomeMy WebLinkAbout2361 Marca Ln; ; 85-102; Permit"' z 0 ~ .. <( J u .. 0 ~[ : ,-. z l .. .. 0 J 5 .. ii: .. z ~ z 0 " <( "' z .. .. ,. 0 u "' ir .. " .. 0 3 L ![ D I hereby affirm that I am licensed under provisions ol Chapter 9 (commencing with Section 70CXJ) of Division 3 of the Business and Protess!ons Code, and m~ license 1s in lull force and effect L,c No _____ _ ,-,:,!'; I hereby alf,rrn trar am exempt '·om the Co·,'·dc 'ors License Law tor t~e tol'8w1ng re2s8n ,sec 703' 5 Business and Pro'ess ons Code An1· Uy or ~oun'.y wh,ch ·e-cu1'es a perm,: to construcr. alter ,-p-O",e derro11sh. c,· ·e;iair a.~y srructure ;J'IC' 'o ts ssua"~e alSG re:pres !heap-;i11cant 'or suer ;ierrr11 to 1 le a s,cnen sta·eme0t 1na1 ie s I,censeo oursuanT to the orov,s•ons o' the Cwt'acrnr s L.cense Law :Chaple' 9 co'llmenc1ng with Sect1or 7000 of C1m on 3 of r~e Bus1~ess and Pr8fess,ons Code, or H1at s e, emp: tre,rfrom and the ~Js1s 1or the allegea exempt·on An1 ·,1o·at·Jn o' Sec',on 7031 Cl by an aop11ca0,r ior a perm11 sJb eels lhe app,1ca1t 10 a c1v11 pe1alty· 01101 rnore than five hu-, d'ed dOI ars IS500,1 as owrer ol t~e orooerty or my em;iloyees w1:h waces as their sole compensation w1li do the work. ,ir:J ire strllc- ture" not intended or olfered for sale !Sec 7044 Business and Professions Code The Contracro, s License Law does 101 apply to an owrer of properly who ~u1lds 8r 1mo,oves thereon and wno does such work h1rnse•1 o· through his ow~ ere.ployees provided thar SJCt" 1mprnvements are not intend ed or of'ered lo, sale. I'. nowever the Ou,ld1ng or 1'l'prove- ment 1s sold within one year o1 complellon. the owner-builder will have the burden ol provmg that he d,d not bu11d or im- prove ior the purpose ot saleJ I, as owner a• the oroperty am exclJs1vely conrract1ng with licensed con\factors to construct the pro1ec1 (Sec 7044 Business and Profess1□rs Code The Contractors L,cense Law does no1 aoply lo dn owner ot prooer:y who builds O' ,m proves thereon. and who contracts for each pro1ects w,th a c8ntrac1or(s) 1cense ou,suant to lhe Cortraclor s l 1cerse "awi As a homeowne' I arr 1mpr01·1~g rl'y home_ and the f811ow 1ng cond1t1ons exis! 1 The work 1s being performed or,or to sale 2 I have lived 1n my home lo, twelve months pr,or to comp1etmn o1 th,s war~ I have no\ cla1-ned this exempt10, durins the last th'ee years for ;h~:•r!~:~~t unaer Sec _____ _ B & PC 0 I tiereby affirm that I tia,e a ce.,11,cale ut con sen· lo sell ,nsure or a cer1,ficate o• Wm~ers Compensa1,on Insurance. or a cerH,ed con 'h,c>rPo' (Sec J80J woor Co<'.le, POLICY NO COMPANY □ Copy IS filed w,t~ the c,ty 0 Cert1f1ed ~OPY ,s heret:,y turr,shed CERTIFICAH. OF EXf::MPTION FROM WORKERS' COMPENSATIO"' INSURANCE (Th,s sez:1,0.-, need not tie compl,c>ted ,1 th<? ;,erm,1 ,s tor one hundred dollars iSlOO! er ess· D i '-"''1,t, n,al , , ,~.e oec'or,-,-.a:-.,.r "! :~e ..,;:'} •~- ..,riIcn 1n,s perm,1 ,s •ssueCI I sna.i '101 em,»o, d''' persor ,n any mannPr so as ,c t,pcomp sut.>•ec · t !he Worl<ers Compens.a1,or L..a ... s of CaI,t0rn,a NOTICE TO APPLICANT 11, a•ter cna~1r,J Hi,\ Cert l1cate of Exernp1,on ,ou snou,d D<?come sub,er:r 1,, the Workers Compensation prov,s,ons ol me Lat,.-y Code. you mCJS1 •ortn,..,tn 'ompl) wIt'1 su~h prov,s,ons or :n,s oerm,t sr.a1I t:ie CIE>ernec r,c>,·,kPC O I hereby af1,,rn that t'"te,e s a ,,or~tru, , .. ~r ,ending a11ency tor '""' oec•o,-.. ,.n, e ,,, ,.,.0r1< wn,ch th,s per...,11r ,s '~'>.Jl'd ,'.:,er >J:Y'JI Cod!" l ende< ~ Ndme' ___________ _ Lenders Address __________ _ USE BALL POINT PEN ONLY & PRESS HARO At"l-'Lll.;AN I I U t'ILL IN INt'UMMJ-\I IVl'!I n-1, n,n ~n1"1.uc::u r1r-.Lr1 ,.., .. ..., ...,.._..,._,..,, .... ,, ... ,~-- : I I CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT I 1 1 1200 Elm, Carlsbad California 92008-1989 (619) 438 5525 :I ';O;ESCs, \ .~ -~:__~o, NEAREST CROSS ST, DATE o, AP>UCAT<ONI BUSINESS UCENSE # ) sZ"q -,_p' >ERM" NUMBER CONTRACTORS PHONE # ZONE 8S-\0.).... lllOT I Q,::l I BLOCK ,ciZ) CONTRACTOR : ~ l' ..... !1--"-~ 07:R·; b9E.3 CONTRACTOR'S ADDRESS O;E;:;~G~~.s~~ ( 1c-:tif,:7 OE.SIGNER I DESCRIPTION OF WORK u I \ '1---------------------------------~J'-----I DESIGNE Fl'S ADDA ESS : ------~-f __ ill ----F.P FLR ELEV. NIJ UCENSE NO. LICENSE n DESIGNER'S PHONE EDU I STORIES I ,□ ,□ --I I C!::NSUS TRAC1 GP LANO USE PARK1NC SPACE: RES UNITS GRADING PERMIT ISSUED AEDEVELOP'v1ENT TYPE FIRE SPF' PLAN 1.0." BLDG USE CODE STANDARD PLAN# BUILDING SQ FOOTAGE ;;),~<o I AREA '(Of ST I y O N , C -... V.,,,. YO N Not Valid Unless Mi1ch111e Certified I : QTY. MECHANICAL PERMIT -ISSUE 3 -SUMMARY/ACCOUNT NUMBER 1 EACH FIXTURf. TRAP ( INSTALL FURN. DUCTS iJP TO 100 000 BTU -BUILDING PERMIT 01.-00-0ll-8220 • f=,Q_ ! E'ACH BUILDING SEWER OVER 100.000 BTU SIGN PERMIT 01-00-00-8221 ··---------------- 1 EACH lhATER HEATER AN[] OR VEr--.T --"'""-'-"=JI---. BOILER:COMPRESSOR UP TO 3 HP '-----'-----I PLAN CHECK 01-00-00-8806 I _,___ --' ---'--'--'--'-=-'---f------'==-~c!- EACH GAS SYSTEM I TU 4 Ot.JTLFTS _ -·. ; BOILER COMPRESSOR 3 15 HP __ JI.-_TOTALPLUMBING 01·00·00-8222 I EACH _G_A_S SY~-~'-.!_ 5 O_f1 ~rn-~E_Q.. ~-~ __ 1 $ ~ 11/[~.4_~ F~~-~-LAc_i~@;3-.-~------~ ELECTRICAL 01-_0_0-00-8223 I E:ALH INSTA~. ALTER. REPAIR ';';AT E:R PIPE ~~l ~! VENT F_AN SINGLE OUCTQ__ '9--_ o--0 Lf:__ --MECHANICAL_____ 01 00-00-8224 -- I E-ACH vAcuuM8REAKER cJ...-~stJ,. --! MEcHE-XHAUST HO6o-0uns -----MOBILEHOME --~o,_-~oo~-~oo~-=B'~'~s-+-----------, l ~:E:~~'.:~:R,' r,r I fUlAl PllJ\11-llr".C I ELECTRICAL PERMIT -ISSUE II to,.,nrATlfHLrl~ ~r. __ ,.,uu,c.<.,,u,,,L,,., T"LCLUl,"' 1u•• ur '-" ~LJRNACf.HEATfR -~--~-+---+-=--= ,-- i_ t-,3s-r TOT kl MECHANICAL r7 . ......, SOLAR STRONG MOTION FIRE SPRi!lli<\ fRS ------ PUBLIC FACILITIES_£~~- 1IQTYI I' 1 NE'/, CONST EA A1v1~ BRIDGE _F=EE~---- SCHOOL FEE -DISTRICT , .-" ii QTY. SOLAR -ISSUE --f-------.-rn-·s-,,-,-R ,-R-d>---e-o~---=-=~--+1-STI--cicc. ~ I C-:JL'_ECT[% I PH I PH I EXIST~BLDG EA AMP SW! BKR I :l PH ii Carlsbad RCJC~ ST~Rt.,r;E ---------+-----If-Enc1~1tas_ J..,._ J f( STDR,t.,GE T'".r.~:s I PH PU1 CIRC"Ull \P'J1·,'.P ____ ------------1-------'----J SanD1egu1to J......TR-----+--------+C---+-11 --San Ma-rcos P. A\ C•-FK FEF 01-00-00-.8.226 80-92-33-0519 01-00-00-8??7 32-00-00-893] 80-92-21-0519 ao-92-22-0519 I ao-92-nos19 80-92-24-0519 :1 REMOnEl ALTl:R -----------,e ----- I o.qC( _ - - I TE \1P PO I E 200 ::..MPS --------j~--"--=---t;---f--____ _____ I : OVlR !UU AMPS _ ___,.,...=-----1--t-------'-+---+----=-~---c,".":-:-::---c ~ 1 3 Sb TEMP O [ C UPA~ CY I 30 UA ~---f-~--'c--.,~-+-_ _j____ -----------+-------jf---c___::_:_:_+---_ 0 "'n-)__u)]:2 ___ ,_ _-:--_ 1 __ I___________ -A--~-1--de---C"----+---l---_ CREDIT ~ ':5 : l11TA! EllURILA! :,,::;;.--1 'OTA.l SOI_AR i TOTOY"n>ca0-0Ay~t1 M -=< Q =r-'t"5 c.; 1,--------1 I HAVE CARE Ft.ILLY J:-XAMfNED THE COMPLETED ·APPUCA~N AND PERM1r· AND DO HEREBY Expiration. Every permit issued bytheBuild1ngOft1c1al under the prov,s1onsofthis * A.N OSHA PERMIT IS REOU~ED FOR EXCAVATIONS OVER s· o·· DEEP A.ND DEMOLITION OR CONSTRUCTION OF I CERTlFY UNDER° f>£NALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall 8"-P•re by limitation and become null and void If the building or work DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS aulhOnzed by such permit 15 not commenced w1th1n 180 days from the date of such 4 ISSUED: TO COMPLY WITH All CITY COUNTY AND STATE LAWS GOVERNING BUILDING CON-J\-jP~••~m~•~<.f.!o,~,t~lh~•~b~"~''d~•!0~r,!0c•!!!!w~o~ck~•J"~'"_;0~•~"~•~d!!!!,by"-",~",,',"_;pe_.,,,~m•"~,1'~"~'~pe""o"deo,:_co_•_-1, __________ .,.. ______________ ..J 1 STRUCT!ON. WHETHER SPECIFIED Hf.REIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AN 8 ed 81 an lime 8 ter the work 15 commenced for 8 r of 180 da s I KEEP HARMLESS THE CITY OF C.ARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AN OWNER / EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TH STRUCTURES OVER 3 STORIES IN HEIGHT GRANTING OF THIS PERMIT. }( Y'S-- .'! "- ~ § 0 0. E ill f- l D 0 ('.) C rn ~ 0. 0. <t I -"' C a: 0 w w © w w <t ~ .2 © >- w w ill u 0 a: ro <ii 0 8 ill u C ro C "- C ill ~ ('.) 0 u © 0. w C .'! ~ s: TYPE I DATE INSPECTOR ----- BUILDING I ' at,·/V~ FOUNDATION ......___, ,{ FIELD INSPECTION RECORD REINFORCED STEEL ,'--'T ,_i/,1_-. MASONRY I . , I GUNITE OR GROUT ' I REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES . INS.PECTIO"I REQ IF INSPECTORS DATE -. ' CHECKED APPROVAL FLOOR & CEILING SUB FRAME I .,, SHEATHING □ ROOF □ SHl;AR • ,t. /IJ-~ r FRAME I , Li lJ-t 7" SOILS COrv'PL:ANt:E ', -. PRIOR TO ... __ l_ __ ----. FOUr--.UATION 1r-..SP ,I -·-------- EXTERIOR LATH ~ ~ STRUCTU>-iAl: GONCRE1 E: I OVER 2000 PSI INSULATION '"--,, ' , l;,t -r:., INTERIOR LATH & DRYWALL I " -,.'.. /.,.-, 7 ~ I I ' PLUMBING I SEWER AND BUCO DIPUCO I ,, UNDERGROUND D WASTE □ V).'ATER -/ , ,r ~ TOP OUT □ WASTE □ WATER :./..."' J I 17"' PRESTRESSED CONCRETE POST TENS'ONED '· CONCRETE ~-=t= FIELD WELDING --1---'l\~ri STHENGTrl BOL Ts ' SPE'.21A; MASONqy TUB AND SHOWER PAN f ,.., I GAS TEST I /¼/.rL ~ P1c_E'.::, CA1ssor-,.~- □ WATER HEATER □ SOLAR WATER f --· ----------- I ' ELECTRICAL I t----' ' . ', □ ELECTRIC UNDERGROUND □ l!JFFER ROUGH ELECTRIC I . ./_ .,: /~ ~ -r' □ ELECTRIC SERVICE □ TEMPOPIARY ' - □ BONDING □ POOL I I ----r· . MECHANICAL I -' --- □ DUCT & PLEM,, □ REF. PIPING J',1J.o/rt I?" --~ ' HEAT -AIR COND. SYSTEMS , , I VENTILATING SYSTEMS I I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE! BEEN APPROVED ' . - FINAL I PLUMBING " I ' ' ' . ELECTRICAL " I ' .. ·• .• . :. ', " , I /}. -MECHANICAL I .... GAS ' ' " : i· I "' 'rt' ' BUILDING . ' " , . I 11/1)1,. I SPECIAL CONDITIONS "-I ,'-' ------ I FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-102 DATE: 4-11-86 PROJECT NAME: ------------------------------- ADDRESS: 2361 Marca PROJECT NO.: _______ UNIT NUMBER: TYPE OF UNIT: -----"'S""'F---"O _________ NUMBER OF UNITS: l INSPECTED UL1Y1 DATE 4--1£--%h ~ BY: INSPECTED: APPROVED DISAPPROVED ! INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:--------------------------------- Rev. 1/86 WHITE: Suspense GREEN: Engl es PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-102 DATE: 4-11-86 PROJECT NAME: ------------------------------- ADDRESS: _____ ....c2c....3cc....6c....l=--'-'M'-'-a=r:....:c:....:a;c...._ _____________________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: __ S=F=-=D _________ NUMBER OF UNITS: 1 CONTACT PERSON:_~M=i=k=e"---'H=o=l=l=i=n=-.;g"-'sC....w"--o=-r==t=h'--------------------'--- coNTACT TELEPHONE: ___ 9_3_1_-_1_8_8_4 ____________________ __:'---- ~y~PEC~ INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE _d, / J INSPECTED: 1/~ r" DATE INSPECTED: DATE INSPECTED: APPROVED k'olSAPPROVED ___ . APPROVED __ _ DISAPPROVED __ _ APPROVED DISAPPROVED __ _ COMMENTS:#~ -C/<''t:)-,,4')Ac.,/.l!J(Z/'; N ~-7'" l?e!IIQ<)y > I \ 4/fe/g. , #AR/(6,IJ o/""' ,t::aJZ Z'Gf»/e /,r Rev. 1/86 PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR~ SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ~/_1,/495_.; JURISDICTION: ~L,<! aoo PLAN CHECK NO: 85~/0£-.ZZ:: NT PLAN CHECKER □ FILE COPY 0 UPS 0 DESIGNER PROJECT ADDRESS: ,/1'1,lfrZC,'9 M,.a::.&- □ ■ □ □ □ D □ ■ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified 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 sen~'&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 I _____ _ REMARKS: ~/CJ/NT 72' c;?,c: B/Zlfl/( e/,3c:Ju/Ot:f 70<2 Ct1e(&-.5 ; ' >n:2 / T"H C l'-1/, cs 012 ENCL: ------- Form 31584 JURtSDtC't'IONr _______ _ PROJECT ADDRESS, ,111/1/c!C. H TD, ;9,PP{..IGAH, Pt.All COIUl!CTtON SRD'T' SIIIGLE PM'ILY AND DUPLU DWELLIHCS Plan Check No. 85" -JO~ -I Dato pl•n• recdvad by juri.sdic,::iontdl'O, 2j2zlps I/ // :>•t• plana received by plan ·checker ______ _ Date initial plan c:llack .,,_plotod. r/4:/ D)'. .:71 YI(/ PORENC>RD, PLEASE READ Te~ (61,) '60-l'61).3/8/g5". Plan check i• 11.lllited to technical req\lir ... nta contained iA the Unifom auildin9 Code. Onifora Plumbing Code, Uniform KechAnical Code, National Electrical Code and •Ute lavs regv;latin9 en•rff conserv•tion, noise attenuation and ace••• tor the handicapped. The plan check ia ba•.S on re,u.bUona anforcad by the Buildin9 lnapee,:ioa D41partaent. You uy have other correction■ based on lave and ordinanc:.a enforced by tn• Plannin9 De;M,rtaent, tn9ineerin9 O.partlNAt or other departments. The itea circled belov need clarification, aodi!ication or ct..n9•. All circled it..,. haft tc be ••tiatied Nfor• the plane vill be in confora.nce vieh Che cited cod•• and r99Ulation■• Per Sec. 303 Cc), 1979 Uniform Buildinq Code, the approval of the plans doe• not p.aait the violation of any state, county or city lav. ... Please .. k• all correction• on th• ori9inal tracin9a and submit two nev aet■ ot print■, an4 any ori9inal plan aeta t.hat NY have be•n r•turned to you by th• juri■diction, t•• BL-a:;· .p1::.--pr. o& ¢;q;.:,I l-C, 01'& p, ; ·To facilitate recheckin9. pl•••• ideneify, n••~ to each circled it .. , th• •heet of the plan• upon which each correction on this aheet haa been aade and return thi■ check 1heet with the revi•~ plan■• Indicate Oft plan■ th• n•-of tha let•l owner and n■N of per■on re■pon•U•l• for th■ preparation•' the plan■• lee. )OZCbl / □,:PI.ICANT COPY <:ti ITY COPY::> I I I 0 PLAN CHECKER COPY Subait fully di-n■ion•d plot plan dr■Wft to teal• 1hovin9 loc~tion •1••• and uae of all exiatinq and propoaed atnctur•• on th• lot. Identify property lin•• and 1hov lot di-n■iona and all eaa-■nt1. Show location ot all c:ut or fill •lope■ and approxiallte fin.lab floor el•vationa for all atru«urea and ahov elevation■ at all corner■• sec. l02(bl7. Indicate diatance froa center-tin• of atrNC or all•Y to property line and distance froa curh to property line. sec. J02Cb)7 Plana, apecification■ and calculation• ■hall be ai9ned by a California Stat• licena-S en9in-r or architect;. (California Bu•.i~••• and Prot-■aiona Cod•I D. rrR~ PROTEC"f'IO~ . r'- c. I- ,/. r· 1· Walla clo■er than l faet to property liu1 at..11 be one-hour tire-rated c:onatruction, hav• no openin91, .and shall have JO inch p.arapeta vhen the building floor area exceed■ 1,000 aquare taet on any floor. (Table S-A Sec. l709(aJ Proj~ion■, inclw:Unq eavai, .. y nae ext.end aora than 12 inchea into Ch• l foot Htbac:k fr011 Cha property lina. Sac. 1710 and Sec. 504(bJ Projection•• includinq eave■• shall ba oae- hour fire-resi■tive con■truction, heavy timber or of non-coabustible aaterial it they project into t.ha 1• setback area froa the property line. Sec. 1710 / Show location ot ;,enMnently wired smo~k• detector. Sec. 1210 Sl-6~ B&r' Hr -rt')p tJP' .S-n,;,//Z. s ROON snu C LICHT, VENTILATIONS AND Ct.A.ZINC Ono rooa IIUSt conuin • ainiJIWII ot 150 square feet of ■uperficial floor area. Sec. 1207CbJ Habitable rooms, oth4r than kitchens. shall contain at l•••t 70 square feee of floor •rca. Sec. 1207(bl Window area •uae tie at lea■t 1/10 of tba floor area and a aini■ua of 10 square taat per Sec. U07CaJ. Appear■ to ba detichnt in ______________ _ or.nat»le vindow area auat be 1/20 of th■ f oor area and a ■iniau~ of S 1quara fnt. In bathrooaa, laundry rooas and ■iailar rOOIUI. Miniaua ia l.S ,q.ft. CSec.120S(al One•half of all required window area ■ult be openable in Provide Nchanlcal vaneilation capable of providin9 tive air chan9•• per hour in bathrooaa, veter cloaet coap,artNnta, laundry rooaa and aiailar rooa■ if required window■ ar• noe provided. sec. llOStaJ No habitable rooa, ahall be le•• than Sec. U07Ccl other than a kitchen, 1•0• in any dl .. n■ion. /. Show thee callln9 hei9ht for habitablf rooaa i• a ■iniaua of,., •• Sec. l'Q71a, ~ c.""' ~ w ,.._,cow /-'Da5CIZl(-"l,av, '1-T" M'612...,. (t L.. A VIVt>.z.<.( ,· ' . I I· r- }- I D. r- Shew cailing height !or laundry rooms. hallways, corridors, and bathrooms is a min•mum of 1•0•. Sec. l207(al Provide Jo• clear width tor water closet compar"tments and 24• clearance in front of water closet. Sec. l7ll(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 glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. sec, 1711 (f)(gl Sleeping rooms shall have a wi~dow o~ exterior door for emergency exit. Sill height shall not exceed 44• above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20• and the minimwn openable height 24•. sec. 1204 Eaves a-nd cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. and the mezzanine floor muse have a clear height ~f 7 feet, above and below.and must have 651 of 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 _____________ _ EXITS, STAIRWAYS, AND RAILINGS rtoors above the second story shall have not less than 2 exits. Sec. 3302(&) Required exit doorways shall be not less than ]6• in width and not less than 6 1-a• i~ height, and shall be capable of opening at least 90 degree~. Sec. 3J03(e) Provide 35• high protective railing for porches, balconies, and open sides ct landings. Maximum opening between railings shall be less than g•. Sec. 1716 Show how guardrail connection details are. adequate to support 20 pounds per lineal toot at a right angle to the top rail. Table 23•B Provide seain,ay and landing details. Sec. 33051b) , lcl a. Maximwa rise a• and minimum run is 9•. b. Minimum head room is 6'-6•. c. Minim.um width is Jo•. 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 Jo• to 34• above che nosing of treads. Sec. 330S(j) c. Handrail projecting from a wall shall have a space not le•s than l 1/2" between the wall and the handrail. Th• hand grip portion of handrail shall be not less than 1 l/4• nor more than 2• in cross-sectional .dimension. Sec. 330S(j) (see attached) /. Every stairway landing shall have a dimension. measured in the direction of travel, at least equal to the stairway width. Sec. 33051g) ~/ A door may open over a stairway landing 7· 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 the required width cf the stairway. Sec. 3JOS(g) _>i. :t· 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 minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. e. Minimum width is 30 inches. Sec. JJOS(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. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. see. ll051fl (see attached) Sprial stairways may not be used for required exits when the area served is greater chan 400 sq. ft. Sec. 3305(fl Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(!1 sa/. Provide I.C.B.O. Reaaearch Report and Number / for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306lal48 and Sec. 306Cfl 5J. In buildings over 2 stories in height, provide / 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 t .. t. horizontally of an exterior stair-way. Aft-exit balcony with 2 ~eparated stairways is ex~mpt. Sec. 3305 1 /Exterior stairways shall not project into /• the 3 foot setback from the property lines. Sec. 33051nl .. •• 78. B. /a. r· The walls and soffits of the enclosed ~••able space under interior stairs shall be ~rotected on !he enclosed side as required for one•hour fire•resistive construction. Sec. JJ05(ml ~inuum construction specifications shall be ~ade a pare of the approved plans. lSee at-cac!\ed) ROOFING Specify roof pitch. Roof pitch is not adequate for root type specified. Specify minimum pitch of _____ _ Specify roof rDAterial and application. Specify I.c.a.o. approval nwnber for roof materials nee covered in UBC. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(&) Show roof drains and overflows. Sec. 3207(al Provide skylight details co show compliance with Sections 3401 and 5207 or provide ICBO approval number. Provide plastic root panel details to show ccmpliance with Section 5206 or provide ICBO number. Shew attic ventilation. Min:ulum vent area is l/l50 of attic area or 1/300 cf attice area it at least 501 of the required vent is at least l feet above ceiling joists. Sec. l20S(el MASONRY Providi fireplace construction details or note construction to be per attached fireplace standard drawing. See. 3707 Shew veneer support and connections comply with Sec. )OOZ, 4,5,6, and Sec. 25161a) regarding ties and t9 wire in horizontal joints or note constructian cc be perattached sheets 30-1 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 tilled over 4' in a single pour. Cleancut shall be sealed before grouting, after inspection. Sec. 2415 r• Show floor and root connections to masonry wall•. Connection shall resist 200 pounds per Lineal foot or the actual design load, / whic~ever is greater. See. 2310 ,1"2· Provide material specifications for mortar, grout, masonry and reinforcing steel. / See. 2403 (i., Show hew masonry house walls retaining earth I are to be waterproofed. Provide detail. Note that special inspection of the ~a■onry will be required for _____________ _ C:. GARAGE AND CARPORTS iol.Garage require• one•hcur tire protection 7· on the garage side of walls and ceiling• common co the dwelling. Tables-a Sec.503(bl All eleaents supporting floor above garage to have one-hour. tire-resistive pro.cection on the garage side. Sec. SO). Beams and . poses, not within the wall or ceil•nq con-,_j "l\ struction, must c0111ply with uec. Table 43-A, or be minimum 5• dimension beam and m•n•mwa a• by a• pose. · _/ Shew l 3;e• solid core self-elcsinq doer rz• tor openings between garage and dwelling. see. S03(dl J,,11(. Garages are not permitted to open into a room used tor sleeping purposes. See. 1104 y(. ~ ~- •• 0'· y&- ,). Openings ~•tween carport and residence require self-closing doers and stationary windows. Sec. 1214 Shew garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is J 1/2 to l or 2•e•. 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 doer is not used as the primary means of egress from the building. It 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 ever the depressed level. {see J30J{il2 and JJOS lg). Provide 1e• raised platforms for any FAU, water heater, er any other device which may generate a flame or spark. Note that continuous tire wall protection shall be installed behind raised platform<s> prior to framing platform. P'OONDATION R UIREMENTS Note on plans that•A soils engineer shall ev~luate any unanticipated unecmpaeted fill or expansive soil or other soi! problems disclosed during construction•. See.3061aJ12. Submit soils classification determination by a licensed engineer or architect •based en observation, tests, borings, or excavations, and containing comments on the degree of ex~nsiveness, compressibility and bearing value. See. 2905 Note on the plan the soils classification, whether or net the soil is expansive, and note the allowable bearing value. See. 2905 The foundation plan does not comply with the soil report recommendation for this project. _________________ _ Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, t.he soils engineer shall advise the Building Ot'fieial in writing that: 1. the building pad wa1 prepared in accor- dance with th• soils report: 2. the utility trenches have been properly backfilled and compacted, and: ). th• foundation excavations, forming and reinforcement COfflply with the soils report and approved plan,• ProJide spread footings for concentrated loads des~gned for L,000 PSF soil bearing or per bear1ng value as determined by an anqineer or architect. Chapter 29 ( Fao~..-~ 13>'\C..\<-,.,.11,1, . .._s oF" "'~~e- lJ~ ,:,~""1\~(5""' ""!. i-,o\.OI~ uf/ ,1 -rt,13 l'\.oot1. l'\'•3ovi5 • Al..~"-'~ 1 i 0~ 1>.fs ""'\~•~•• G'I\) G,,,c\-C~'5 C.1#11..IIVe.., ~~ C.f.10 (3eA-M e. 8 ..... 6 rosr-.s. 'rO\) Y\~e...Q. <;;~ G\os,,....'\ '.P:'!)d\a. s~~ ~oiU-e Goc..hl>'le A-Yv.0 L.118 IZ,l'l'fZ, '-1' c.s($Z. I Z I¢.) i_;/. 1./1. 0· /,. /o. Show height ot all foundation wall•. Chapter 2l Show height of ret4ined earth on all foundation walls, Chapter 23 Show distance of foundation cue or fill slopes and show heights of cuts and tills. to edge of sceepn,us and Chapter 29 ,~/ Note c~oss bridging or blocking. Floor /' joists and ratters more than 12* in depth and spanning more ~han 8 teet shall be supported laterally by bridging at inter•,als not exceeding 8 feet. Sec. 2506(91 I Note on plans that wood shall be 6• above finish grade. sec. 2417(el 7. ~ote on plans that surfac■ water will drain away from building and show drainage ~teer~ and key elevations. See. 2905(f) Dimension foundation per Table 29A. TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS DUTIi or FOUNDATION WIDTH TMICltNlSS IELDW 0 NUMIElt TMICKNlSS Df Df ., NITU .. ,L ., FOUNDATION WAU. FOOTING FOOTING su1r,,c1 I STDIIU (IKIIHI IIIICflllJ (lacllHt or ;ROUND IND flNISN CONClffl UNIT ;a.111 MASONH ll•dlfll I 6 6 12 6 12 2 8 8 15 7 18 I 8 24 ~ 3 10 10 18 7 XOTES, ~ \VhHP unusWll conditioM ot frost conditions iltt found. Eoorinp and foundations ,h11U be as requirf'd in Sfflion 2907 4a,. Ttu~ ouund under ~ floor may bet n:caYaled to the l'le1.·ation of tht" top of the foo1in1t, Shew toundation sills to be pressure treated. or equal. S•c. 25171c) J. Show tcundation bolt size and spacing. See. 2907le) Speeity size. ICBO number and manutactur•r of pew•~ driven pins. Shew edge and end /: distance and spacing. Sec. J061tJ 7 Show size. imbedment and lceat~on ot hold down anchors on foundation plan. See. 2312(!) .J Note on plan that hold down anchors must y~. be tied in place prior to foundation inspection. See. 23121!1 Shew adequate footings under all shear •ef/, walls. sec. 2Jll(el • Show stepped footings tor slopes steeper 7 ohan 1,10. Soc. 2907(cl ~el?, · Show minimum u• clearance from grade to /SJ bottom of floor joists and m~nimwn 12• clearance to bottom of girders. Sec. 251 Show pier size, spacing and depth into undisturbed soil. Table 29-A yl. Show minimum under floor access of 1e•x 24*. ~ See. 2517 Show minimum under floor ventilation equal to l 1/2 sq. ft. tor each 25 lineal feet • ot exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate-~ ly opposite sides. Sec. 2517 lS • !"A.A.MING Show all joists, rafters. bea,ns, and po■ts 2• to 4• thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5* and thicker shall be No. 1 Grade Douglas• Fir-t.arch or bet.ter. I Table 25-A-1 I Show wall bracing. !very exterior wood stud wall and INlin ero■■ part.ition shall be braced at each end and at least every 25 feet of len~th with lx4 diagonal let-in brace or equivalent. Sec. 2518(9)5 Show blocking at ends and at supports of !loor joists. and for ratters at exterior walls. Sec. 2506(gl Show solid blocking at ridge line and at exterior walls on trussed roots. sec. 2506lgJ Show double joiats. Floor joists shall be doubled under bearing partitions running parallel with the joists. See. 2518ldJ 5 Show rafter ties. Rafter ties shall btt spaced not more than 4 !eet on center where ratters and ceiling joists are not parallel. Sec. 25181h) Show ratter purlin braces to be not less than 45 degrees to the horizontal. Sec. 251B(b) Show l/2* minimum clearance between top plate ct interior partitions and bottom chord of trusses. ITo ensure loading will be as designed.) Show double top plate with minimwn 49• lap splice. See. 2Sl81gl4 Show nailing will be in compliance with Table 2S-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' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line wi~ 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(!1. Show stud size and spacing. Maximum allow- able stud heights: 2•x4•~ t&• is 14': J•x4•,2•x&•9 1&•0.c. is 20'. Sec. 2518(gl2 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erec~ion. Sec. J06(fl Detail all post to beam and post to footing connections. See. 2S17(cl 4 Specify nail size and spacing for all shear walls, floor and root diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J',KI. Show J•x4• or 2•x&• studs in first story of three story building. See. 251Blfl pr-~rff.d t .,. and truss calculations. r•~Wl~~~ .. a~ ProvideAfOO framing plan. Sec. l02Ca)7 Provide frami-ng HCtions through A~ ggcp'.t,, To ~\-,""-'J t>e.,¼1 '. ', 1e.:h:, see "'ISi Section l02(a) 7 Specify all header sizes C?r apenh9 cw•• I ti Ue Provide cdeuhtions for \'Y)fl \'fJ ~5" .. O>v1v12.1111,:J$ l t...-...T\:."\Gfl:L. \.,o,q,c,.s e, fDti · ction J02(al 18: l<-~fl-'t=---0 In area■ subject to water splash and in ex~erior locations, wood columns and posts shall be support.ed by piers projecting at least 2• above the finished grade and shall bear on a metal base plate or treated wood unless th• columns or pasta are foun- dation grade redwood or cedar. See. 2517(eJ4 , y<. J. Show locacion of attic access wiUI minimun size 22• x Jo•. S•e. 3205 Show draft separation for attic •reas in excess ot l,000 sq.ft. See. 3205 Show draft separation for space between dropped ceilings and !loor abOve 1n excess of 1,000 sq.ft. Sec. 2517 Specify plY"'ood grade and panel indenti- fication index. Table 2S-J When roof pitch is leas than 3:12, des1gn ridqe a■ a Qeam. Sec. 2Sl8 (hi Wood shear walls shall not be used to resist horizontal forces contributed by =••onry in buildings over one story in height. Sec. 25161b) Gypswn lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete eonst:uecion. Table 47-I It cripple wall studs are less than l4", framing shall be solid blocking. Sec.2S18(g)6 Cripple wall studs exceeding 4 feet in height shall be l inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 2518 I 9 > 6 Show plyvood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 2Sl71g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706Cel Provide an approved waterproof building paper under wood siding. Sec. l70l(al Specify an approved flashing for exterior openings and parapet walls. See. 3208 Show corridor width to be minimum J&•. Sec. 33041b) Specify truss layout for Jo• x 30• attic access. Ridges, hips, and valleys shall be at least one size larger than supported ratters. Sec. 2518(h) J Provide metal straps across ridge beam and rafters. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Me~nical Code. j,40. Show the size, location and type ot all r heating and cooling apPtiances o~ systems. . Show source of combustion air for furnace will comply with Chaper 6, U.H.C. 1 .,,,<_ Every dwelling unit shall be provided with r• heating facilities capable of uintain• ing a room temperature of 10• F. at 3 feet above the floor in all habitable rooms. Shov basis for compliance. uec See. 1211 Show minimum 30• deep unobstructed working space in front of furnace. Note on plans.clearances to be turers listing. see. 704 UHC per unufac- Furnace shall not be installed under any stairway. Sec. 704 UHC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only throuqt, such room, anless specified as direct vent appliance, •nclosed furnace or el•ctrie heating appliance. S•c. 704 UMC Show ICIO approval for prefab fireplace and provide approv•d installation instructions at job dte. K. Show aecesa to the attic or under floor furnace to be minimum 30 inches by JO inches. Sec. 708 i 709 CHC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flcorinq not less than 24 inches wide. See 708 UHC Show peC'lllanent electrical outlet and lighting !ixture controlled by a switch fer the attic furnace. Sec. 708 UMC Show details to comply with Section ~09 fer furnace under the floor, Section 708 for attic furnace, or Section 710 for roof er outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. use See. l706(al6 ELECTRICAL (National !leetrieal Code) All wiring shall comply with the National Electrical ;zod. y{- Note on the plan the amperage of electrical service. If the electrical installation is more Chan 200 amperes, show ~anel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. e. Approximate length of service feeders. d. Provide plot plan showing services, .. all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(sl • Dwellings req!Jire nd.nimum 100 amp service. Show location of all electrical receptacles. At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210·2S(b) Show minimum dwelling lighting (NEC Art. 2l0-26{aJ and GFI'S in garage, baths and outdoors. NEC Art. 210·8(al. Note •urER" ground to be provided (NEC). Art. 250-81 b PLUMBING (Uniform PlWftbinq Code) All plum.bing shall comply with the Uni.from Plumbing Code • ?f<· Y1· Y'- Show water heater size, type and location on plans. Show method of providing combustion to fuel burning water heater. Sec. air 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. See. ll"l0 Show T and P valve on water heater and show route of discharge line to exterior See. 1007Ce) Provide dryer vent to outside. Sec. l90J UMC Note on the plan that hose bibbs and lawn sprinkler systems shall ~ave approved baektlow prev•ntion devices. See. 1003 Shower stall shall aecomodate a JO•circl• and have« minimum floor area of 900 sq.in. UPC 909ldl !!,. 274. !f0[5J t~SUt.\TtON f0UPL£xql Jhow JeeaLls ot duPl•• :oaaan ,p•r~yl wJlts ~nd !loor, :e1l,na J.••~•ol1•• co ~c~1•v• ~ Sound ~r~na■\ss1on ~:J11 !~Tel rac1nq 1n •.,,• l l ~ or 10 ,1.c1bli~• .Jnd J.n t•~c~ [nnul•c1on i...:l••• t t1Cl r.1unq on etour. ce1l1nq ot 10 ~.C1Al••· Tlt.l• 25 Shov ~ow ;,en•crac1on of •••-l1ea for p1pLnq. elec:ric:.al d••~c••• r■ceaa..t aD1n■cs. tMfflcuea. sotf1ca. or h■ec1nq venc1lac1nq, or aJCMuac due-=• snall a sealecl. l1necl. or inaulaclld co -■1nu1n reqv1rlld sound cran•1aa1on rac1nq. T\cl• 25 PTOYLd• inaulac1on Ln .... 11a &ad «1l1Aq co aCftH.,. STC of ,o IM~ ,uaq• •nd 11vinq· an• it qar■q■ 1.&aa ,a nae concrolled. by ru1d■nc ~1C1e 25. INDCY C'DIISUYATIONr ··--..... New State Mandated Re.iulationa ICalif. Adatin. Code} bee ... eft.ccive June 16 • 1913 and require Chae the dea19n sa~iafy one of the alternative ener9y 5»ACka9ea I••• at"C.acbed 5»Acka9ea A, 1, C, 1, 2, J, 4 and AB 1,Jl. The lav also requires Chae uny mandatory consurvation itua be aaciafi■d. _______ 1s in Zan•----· Copiea of th• Reaid■ncial Enerqy Con••rvacion Manual .. y be obc:.ained fraar Publicaciona Unic, C.lifornia Enerqy Caa.isaion, 1111 Hove Ava, MS-50, s•cr ... nto, California 95125, IT■l. 1916) 920-621,Jl. C.lifornia luildi.D.9 Official• also uinCain a telephon• •hoClin•• bat.Veen 10,00 A.H. and Noon and 1100 P.N. to 4100 P.H. ac (911) 456-3123. Shov on tn• Ciel• •h-t of the plan.a, the alt■rnacive ■n■rqy packaqe Chae va■ ■■lecc■d i.e. A, 1, C, 1, 2, l, 4, or Aa 1,1 to shov caapliance, and provide calculaciona and Rher data, appropriac■ to that. ael■c:-ced PAcka9•• Tit• responsible de■iqner should si9n a scac ... nc, on th• olan title shftt, •Th• deai9n sut.icced subacantially -confor■■ co the Energy Requlacion■ for Reaid■ncial Buildinqa•. Show the •a• value for th■ walla and cei.linq and relaced area■• Note that the insulation used ahall c011ply wich California Qualicy scandard■• Not■ the inaulacion inacall•r shall poac a signed c■rcificac■, in• conapiciCNa place in the buildinq, ~cacinq the inaulacion co•pli•• with Title 24, Cl'lapcar 2-53 and Title 20, Chapter 2, Subchapcer 4, Article 3. Note door• and windows, includinq akyli9bta, betwc:en cond1Cioned and non-condiCion■d ap,ace &hall be fully w•acharatripped. Note on th• fra•in9 plan thac ..,.ath•r-1tripp1n9, caulkinq or s•alanta au.at be uaed co li■1c filcracion in Che bu1ld1n9 envelope at th• followinq locatiana• Exterior joints around window■ and doar fr•-•: b■Cw••n wall 101■ plat•• and floor■, and u..:twwen axt•r1or wa&, p,&n•,a; p■n•trat1on• 1n wall•• c■1lin9a, and floors for plwnb1ng, •l•ctricity, and 9•• ltnds: op~n1n9• in attic flooras and ~It other openinqa in the bu1ldin9 •nv-,1orw, Not• that doors and window• to be and lao•led •• coaplyinq with th• a■91i1lauona. Note fan• exha1i1atin9 air to have back draft daapera. lll. Note ac Che exterior wall fireplace •r,r-place to have ■1n1■u■ s,x square inches of 01i1ca1de ■1r: co have 9laa■ or -cal door cov■r1n9 the •nt1r• openint of Che firebox, to have ti9ht-fittift9 damper with readily accesa1bla control and should noc have a continuoua b1U"ftift9 __ / pilot li9hc•. Jl"l• NOC■ duct.a shall coa.ply with Chapter 10, 197, UMC and shall be ti9hcly sealed wiCh maacic or cape. Not• ac ch• wacer heat.er locacion •vat■r heat.er co have wrap of R-12 excernal inaulation•, ~./'· Noc■, where wacer h■acer ia in uncondiCiOIIN ,r•• space. the fir■c five fHt of out.let 215, _)A'(. ~ipe to have R•J wrap. Not.a all circulatinq hot wac■r pipe• in unconditioned spacea shall ba in■ulat ... Note that all 9a■ fired heatinq and coolinq applianc••• showera and faucet■ shall coaply WiCh Che Ener9y Efficiency Standarda. Show, ac b.ach and kitchen, chat th• qaneral li9htin9 ahall have an eftici•ncy of noc l••• Chan 25 lWNn■ per wacc i-•· floreacenc. Nace that heatin9 or coolinq ayat ... lexcap~ heat pu■p■J shall have an aucaaaci~ theraoacat wich NCh■niaa which can be Nnu■lly proqr.,..d to aucoaacically sec back the theraaatat sec pointa for ac leaac tvo period■ within 24 hour■• Show che size, type and locacion of th• apace heacin9 Cor coolinqJ •Y•C- and provide ener9Y c:alculacion• 1f Che ou!!put ITU/Hr. e.xc:Nda o,ooa ITU/llr. outpuc. Show -■lta and aodel for PAU UIII •ts ,._car ■r• • stat■ a~ liat. Oucdoar poo&a w1tn fo■a11 tu■l huc•r• raqu1r■ poo L co,,er■ •• we& 1 •• ocn•r en•rn •••us• dev1c:a■ ,uc:s a■ ti.a ~1oca■• ecc. -:2a-ua1 HISc;µ.ANEQDS Show a mini.mum 2• air space &nd flashing btltw••n planter and building walls. sec. 2517Ce) Specify ucerial co be used under ch• ahower tile. Sec. 17071a) Specify lath and plaster co COlllply with Chapter 47, UBC. Two J/4• copper pipes muac be installed from water heater location co convanienc location of future solar panels !City Ord.l Provide sle■vea (:oaf jacks) in roof for two future 3/4~ copper pipes to e~nvenienc location of future solar panels (City Ord.I Note ~nae solar water piping 1s in are•• th&t are ~oc ~eated or (City Ord. I co be insulated :ooled. 0 8u1ldin9 plans and cOMplete. ··•---,---------------Datet ________________ _ □ Buildinq plan■ would be 1ubscancially corr•ct and COfflPl•t• is minor corraction■ are -■de at counter. I ···-------------------~, Date•-----------------'"-- uildin9 pl.an• requ. ire major correction■ and complete plan r■check, by plan check n91ne■r. 1■ required. •• -::,-, w\ . Datet '";, \ fb\ !$ It you hav• any qu■■tion■ reqardinq thia ~•n ch•ck, pl•••• call ::::t",\'Y) •• £fol~) sc:;.o l4<el2 . We would al■o be pl■H■d Co ... c Witll you, ac no ch■r9•, if addicional a■■i■tanea ia needed. · tx4-~ U/fJ ~v~ e ~""''· 1 C = ~ ·. -" -Wa-t) 1.ill,L- -,KCA-11:. Wl~~~l! ~ 11 ~1a MAX I 11 1H It-It-11(;1'2-'fAC e,~t, ---12> tAA, 1,,14~ WI~~ (!!,, IP llt?,~, _ A -,G,.. ~1' ~~ ~lZZ:.,.Jol ~.-..e,,. if' ~11-r. .JC, 11--1-r~ ~ ~"€ (',II~ --¢~ c"AA, AIJ?Ht:>12. -· -11~_., fllX71t@ I (i::, II t?.C, ~ 12--r l{, 1-h:::>-rzz:. fu. ~ ·,~e6 we "5o\!-.>1Y\ \C. -Z.olJG.S ~ 1"\'lv·D 4-C <£,t::.7:= S~c, ~ "R \ &\~,-J ~11--H~H A~)_ -A t 7ffitlll:-III (. ,. "' :z -t<) i: Anchored Veneer Stt. J0.104. (a) Masonry and StoM Unit• (5 lnclles Maximum I■ T11idu1n~t. "-~asonry and stone veneer no1 exceeding 5 inches in thickness may be anchortd directly to s1ruc1ural masonry, concrcle or s1uds in one of 1he following manners: 1. Am:hor ties shall be corrosion-resis1an1, and if made of shcel metal, shall hne1 minimum size of No. 22 gage by I inch or, if of wire, shall be a minimum of No. 9 gage. Anchor ties shall be spaced so as 10 supporl nol more than 2 square feel of v.all area bu1 not more than 24 inches oncenler hori1.on1ally. In Seismic Zones No.) anJ No. 4 anchor lies shall be provided lo horilontal joini reinforcement wire of No. 9 }!age or equivalent. The joint rcinforcemenl ~hall be \'.'Onlinuous wilh bu11 splicn h(. (\\CCU lits permi11ed. When applied over !.IUd i:onstrui:1ion, 1he ,rnd, "'hall be "'-Pai:cd a maximum or 16 inches on ceniers and approved paper !r>hall fir"'-1 be arirlied over 1he sheathin1t or Mrcs bclween studs except as 01herwise pro..,ided in Scc1ion 1707 of lhe Uniform &Jilding Code, and mor1ar shall be slushed in10 the 1-inth ,pai:c between (a4,.-ing and p,pcr. As an ahernate, an air space of at least I inch may be main1aincd between 1he tacking and 1he veneer in which case temporary spol bcddina may be used away rrom the tics to align the veneer. Spol bedding at the ties shall be of cemen1 mortar entirely surrounding the tics. 2. Veneer may be applied wi1h I-inch-minimum grouled backing space which is reinforced by not less 1han 2-inch by 2-inch No. 16 gage galvanized wire mesh placed m·cr waterproof paper backing and anchored directly to s1ud construction. The slud spacing shall not exceed 16 inches on center. The galvanized wire mesh shall be anchored to wood studs by galvanized steel wire rurring nails al 4 inches on crntcr or by barbed galvanized nails at 6 inches on center with a I ¼-inch minimum penetration. The galvanized wire mesh may be auached to steel studs by equivalent 11,irc tics. If 1his method is applied over solid sheathing the nU'.'"'-h muM be furred for cmbcdmcnt in grout. The wire mesh must be auachcd al the t0p and bottom wi1h rot less than 8-penny common wire nails. The grout fill shall be rlaccd lo fill the 5fl3'-'t intimately around the mesh and veneer facing. (b) Slone Unils (JO Inches Maximum In Dickness). Slone veneer unils not ex- 1,,'tt"(iing 10 inches in thickness may be anchored dircc1ly to s1ruc1ural masonry9 con- crete or to studs: I. Wllh concrcle or masonry backlnR. Anchor tics shall be not le,s 1han No. 12 gage: galvanized wire, or approved equal. formed as an exposed eye and eKtendin& not less than ½ inch beyond 1he face of lhe backing. The leg\ of the loops shall be 001 less than 6 inches in length bent at right angles and laid in the masonry mortar joint and spaced so that the eyes or loops arc 12 inches max.imum on center in both directions. There shall be provided not less than a No. 12 gage galvanized wire lie, or approved equal, threaded through the exposed loops for c-..·cry 2 square feet of stone ~nccr. This tic shall be a loop having legs not less than IS ini:hc,. in length so bent that it will lie m the stone veneer mortar joint. The lasl 2 ini:hc,. of eai:h wire leg shall have a righl angle bend. One inch of ccmenl grout ~hall be plai:cd be1wccn 1he back- i,g and 1he stone veneer. 2. Wilh stud bac:klnJ. A 2-inch by 2-ini:h No. 16 gage gah:anizcd wire mesh with 1wo layers of waterproof paper backing shall be applied directly to wood studs ~aced a maximum of 16 inches on center. On studs the me!r>h shall be attached wilh 2-inch-long galvanized steel wire rurring nails al 4 inches on center providing a minimum I ¼-inch penetration inio each stud and wi1h 8-penny common nails at 8 inches on center inlo top and bottom pla1cs. The galvaniLcd wire mesh may be at- tached 10 steel studs with equivalent wire tics. There shall be not Jess than a No. 12 pgc galvanil1.-d wire, or approved equal, looped 1hrouih 1he mesh for every 2 square rce1 of stone \'Cnccr. This tic shall be a loor ha\'inJ lcJ" no1 less 1han 15 inches in length, so bent thal it will lie in the stone veneer mortar joint. The hi!r>l 2 inches of each wire leg ~hall have a ri~h1 anp:le hcnd. One-inch minimum lhickness of cement groul ~hall be placed between lhe ha,:king and the \lone veneer. 1 lisc°IL CORPORATION, The tOllowing are requirements for outlet spacing, 1,There shall be no point on the walls between the arrows liiore than 6' tram a receptacle. 2,A receptacle is required tor any wall space 24" or wider. J,The wall space afforded by fixed room dividers shall be included in the 6' measurement on both sides. Dividers may be solid or open • .r..The fireplace is considered to extend 12" on each side of the firebox 5,For fixed glass panels and sliding glass doors in exterior walls sheet 1. 6.Receptacles spaced per 1 and 2 above are required, except at steps, along the floor line of sunken rooms where elevation change exceeds 8' To determine the location of a receptacle outlet, the measurement is to be made . along the floor line of the wall and is to continue around corners of the room, but is not to extend across doorways, archways, fireplaces, passageways, or other space ID!Suitable for having flexible cord extended across it. 0 '&o~ 0 RCHWA i I , . , : i , I . I , I; ! :: ' ... '.i IV~ 1~ ... V'· 12" FROM FIREPLAC OPENING ·(TYPICAL) p STEPS_t RECEPTACLE SPACING IN BEDROOMS j 0 ,0 This ~~11 less than 3' no receptacle; more than 3' -::e: ...... _. ... receptacle required This wall less than 2' no receptacle; more than 2' receptacle required .. 0 0 .., g -0 ,0 ESGIL CORPORATICtl ~ HO lil[CIPJACU IIIEOUtlllED FOIi tNllGIIIAL fOVIE AllllAS USS THAN IT LONG THIS i WOULDAUO.V,LYtOMtSL.ANDiaNKOA SfDV(, ISc. 21.nllll. I Wogmn·l l L~□0 ~ o~~~ IIOtll t Af UA51 rwo 10 •-.tJltluA..Cl cu1cuns ""'' llll(OUUIIID IN 1N( IU1CM(N IJI &DOlfl()ft TO 1Hl UGH11NG ClflCUITI A .. n, .. ,,.. ClOCII. ,u,NG( "INT HOOO, C.,..•14Gl tllSl"OSAl 011 A DISH ■ASHI.• MAY II ()al ll1N(II 1Nl UGHIING 011 THI N'l'LI.U.CI CIIIClllfS ,11ov1DfD 1H( CIII• CUl1S Alll lrtOT OVllllOAOIO AJ,jQ All( CA\.CU l,A,110 tN ACCOIIOAIIIC( "''" SlCTIONS J1on. ,,on, ... no,. 710:JfM AJrtO uo Of TN( 11,S (Otll()N 0, THI 111' MAltOkA\. lUCIJUCAL COO<. FLAN VIEW OF A BUILT-IN STOVE I. 1Nf llllCl'1ACU OUTUTS Jl(OUllll(O IY TH,S IICTION IMAll If IJf AOCH190frt TO ANY JllClfl. TACLI THAT IS PAIII Of-• LIGHT...0 ,,uu111 Oil M'f'\.1.....:1. lotAHOWITHIN CAll"USOII a..ec)AIIOS.OII \.OCA110 OV(III l'io flit A90Yl THl Jl,OCM. CS... JUUi!_, AN .U,,1,fAN(( 10, SUIIFAC( MOIi( THAN IT LONG THAT IS AN lfrlllGIU,L l'AIIT OF A P(Ut1AU( N'I' UNCI DOU NOT ll(OUIIII( A illl(Cf,tACU OUI 10 lift l'OllfAIILIIY If TN( SUIIJAC( A90YE IHI APf'LIA"-Cf rs A IUIU IN SUlllfACI NOT IIIADllY llJaA.Ct TO IIIOYIYU\111. ACOI.JfrtTUII lllC(PTACU WOUI.D If IIIIOUllll(D ON THI IASIS lHAT THllfl( 1$ ACOUlillTllll MOllll THAN Ir LOlfG. ISc. 2t0154W. 111ACt1ss,n1111e,n-.cLil IEHIH() STOYl J 1 ··. /: -••L\AICl .. ACLtt ,~ I ~ COUNTER SPACIS IN ICITCHUI AND DINING flOOUS. SUCH AS THOSE SHOWN IY SHADED Alil•ows. MUST E SU,,UID WITH RICEnACUS If TH( COUNTU OVU Ir LONG. A l'OIIITMU: Alt'U.._..c;t OCA TED ANYPLACE ON A COUNTU MUSI ALSO IE r ITH1N 1'0"' 01 A RECEPJACU WITHOUT STRETCH- \ ING CORDS ACIIIOSS SINKS, HHIND RANGES. UC.. . ts.c. 21•2S11t1 I. A 1111c1,ucu U)CATlD AT fLOOIII uvn 1S~-Atct:nA1u IUl NOT IIECOMIIENOED DUE 10 UMITATK>NS NPOSED IY THIE I" COIID AHO PIIOIUMS PUITINENT TO fLOOII MOfflNG 0111 fLDOR WAXING. CSec. 210 2$11111. ~ A COUNTfll TOP PIIOJICTS UOIIE THAM I" r IIOM A WAll. THU~ AN ADOIHONAL HCEPIACU ltlDUIR(D. NO l'OINT ALONG SHADED AIIIIOlfll' SHALL IE MOR( lHAH 1'-0'" IIIOM A ltfCEPTACU. CS.C.J,02611111. TYPICAL RECEPTACLE LOCATIONS IN KITCHENS ONLY IJl(QUIIIIMlNn 1011 DtNING. LIVING. IAllllt.'f'. UOIIIOCIMI, LAUNOIUES • IIMIUJI 1110CMS NAVE PUNOSU Y IE(N ._.nt:ot Ii_ __ !ll J lilJ -----·- aa~J 1 e1;;.:u;.:1 ii • ;r•· 1,-· ,r:7 I . I 11 'b· ~--L---· . ...2 .. __ l__ . . ELEVATION ·, ~, A •tcEPU.CU IS U$(D 10 PQff:11 A NflllGfllATOII IUf IS RUDllY MXUSlllE. THE IIEClPU.C&.I IIAY II COUNTED AS A llEO,UlllD WAll MClPTACU. o,I .... y ALSO H COUNHO AS A lllOUUlllD COUNlU JQP lllClPTACLl. is.. 21o.a4111J. A lllC(PUCll lOCAJID IIHIND A QfllllGIIIATOIII WHlllll THI lllfCUfACU II NOi IIIAOII.Y ACICUIIM.I DOH NOT COIJNJ AS OHi Of h•l REOUl■ID CIDl.affllll TOP IIIECOfACLlS0IIIWALl lllECEllACUL 1$c.210nllllll. '--...._ :;;:c;;mctr: SPACING AT SLIDUIG GLASS DOORS 1. A floor type receptacle shall not be required in any traveled portion of a slidin& &lass door openin1. . :. Slidins 1lass doors, 12 feet in width or sreater, with no fixed panels, shall have a receptacle placed on each side within 6 feet of the opening. Other receptacles will be_ evenly spaced throughout the ~oom. :S. A sliding 1l_ass door with fixed panels shall not require floor receptacles in tho traveled pathway of the sliding portions. Floor outlets placed within 12 inches of tho wall at the fixed &lass locations are acceptable in lieu of wall outlets. 4. Fixed &lass walls are subject to Article 210-2S(b) and floor receptacles within 12 inches of the wall are acceptable. C' -o•• MAX. >-·· -=__;=-==-~ 6"•0 .. MAX. \ F•...00~ MOUNTE:l,:' ® ,-. I I c1-C}FLOOR I I MOUNTED FIXED FIXED 7 <:....__ MORE THAN s ,. 6"•0 .. MAX. r &'-0" _.,I 6'-0""MAX. r .. I <lb ---~ ~=------------=-==- 6'-0 .. MAX, 1 FIXED <lb C:: LESS THAN ;•-o••-· 1 I, .. ~ FIXED ' CLESS THAN ·---------------- ic 6'·0 .. MAX. = &•-o•• MAX. 1 ANY SIZ~ __::;; 1 q MOUNTE.ur I--~-,-:'---___,;;:::,--- 6"-0"MAX. (_-> I __ ;:,,C_FIXED • MORE THAN 2-4" CIXEO-MORE TH.AN 2-4" qJl9 FLOOR MOUNTED r 2 l (__ANY SIZE .. 1 <U> ;•.o•• MAX. r 6"-0 .. MAX. db L--====-c---=:-:;7::,--:===--I .__:\.)....SLICERS• ANY SIZE ' . 1,'-0" MAX. i l' 6"•0"MAX. f db FIXED FIXED C ___;,;; ) LESS THAN s·-o .. -------------- ! I • ·-. .. .. ' . ' : . . . · .. ' I••• DEVELOPMENTAL SERVICES 1200 ELM AVENUE CARLSBAD, CA 92008-1989 BUILDING DEPARTMENT (819)4311-"25 Citp of ~arlsbab J •.. Di: L' 1 {j 198; . , .. ''.!;• ; '··:· THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TiTLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person -Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or·Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Development Plan Specific Plan, Site PLAN CHECK NUMBER _________ _ cd 112383 Date1~5' Jurisdiction ~(5&,Z? . Pre~ by1 VALUATION AND PLAN CHECK FEE PLAN CHECK NO. 8 5-/0 2 -r o Bldg, Dept, 0 Esgil BUILDING ADDRESS /7? M'?c?.C 1.;. J.:?,1,.,,µe,e- APPLICANT/CONTACT 1ftj:',/f l-/4tt.1lf)C,SUJC1./i!:#, PHONE NO, 1tt:-ff?¥ BUILDING OCCUPANCY /3-3 (11 DESIGNER PHONE ,, ------TYPE OF CONSTRUCTION !/-II CONTRACTOR PHONE. ____ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER £.lv'//llr-~-7~ @._ 53.00 -I t,t'S-5..:3P. , ,,--~-.,e -;!5(; , (119, 13.0-0 5' 5i::;.g ,,-1; -/o_ ,,,:cJChe1e ~~ ~ 9',tJtJ I J:f"7Z , I') JD ~I -l .... > ( - , " ' . Air Conditionin~ I.)_ ,-,,,. -I Commercial . (a ·r . .-17 ., Residential ,a Res. or Comm. Fire Snrinklers @ Total Value . l~✓97f? Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) . □Handicapped Regulations (Fee x 1.055) Building Permit Fee.$-----------~-----·~.....,_~!._ __ · ____ _ Plan Check F ee___;SL----------~-------~D:t....;~lo,.-------/ CO H HEN TSi.... ____________ ...;._ _____________ _ 8/4/82 ~ • PLAN CHECK NUMBER ,f S--/4,L ADDRESS .)_ 3 ~/~ ~'#rfeivec!_ PLANNING: TYPE OF STRUCTURE .{' ~ 7~ FEB 271985 ZONE: SCHOOL FEES: SAN DIEGUIT~-~----- CARLSBAD ------- % COVERAGE ()\l,, ------------ BUILDING HEIGHT __ Q..a.~~------- 0\> FENCES/WALLS ----------- · TWO CAR GARAGE __ ...,Q""")V--.. _____ _ ----- CITY OE CARLSBAD ENCINITAS l<e>c~ SAN MARCOS_....,._ __ ~--:--( REQUIRED SETBACKS~~~~~~---~ FRONT 1?-.' SIDE {) REAR ot · 1 COMMENTS: _____________ _ ~ 0 □ REDEVELOP~1ENT APPROVAL REQUIRED: jl/ft 1 G ~ 0 · 7 u.J-~~ □ LANDSCAPE PLAN C01<1'1ENTS: 10 . -j ENVIROr:M ENTAL REQUIR EP: WHAt Ae& QiMP\tl4i A(!oql)h ? Wz.s1s.s· -/'Jo fqflAoi ,.,t e:vv-, ij9j'rtS' · __ _ ADDI TIONAL COMM ENTS: .;.._ ___________________ _ ~----------- OK TO ISS UE~:_/' DATE: t./9/lt.J,-oK TO FINAL: ___ DATE: ___ _ ENGINEERING P.F.F . /vM I R.O .!~: .£)(-/..S,: LEGAL DESCRIPTION VERIFI EO?tf.oc, A.P.N. CHECKEO?tf~ CJ er· PARK iN LIEU ~ ··--- IMPROVEMENTS :-Yfo/';:;~~ /'f(w -og,, ~ ________________ E.O.U /...=;;..;;;,...;;_;,.c;;;;;;.._ _________ _ ~SrnER~J-VO-~~~-___ _ c:: LATERAL : £JVsr.-o& DRIVEWAY : ~1Y"'~z{~~ ~ GRADI NG PERMIT: #/4 Pl(.,-~ 4i: v--_,,, :=: c.u > ~v ~ ~ DRAINAGE:&~~~~~ /0,~ .T --:c, <2-t:XJ~~ ~ .□ -o □ I-u.J UC:: I.IJ- EASEMENTS: a .,,,., ADDITIONAL COMMENTS: ______ _ ~g [:V,. u c::: ~ OK TO ISSUE : ---;;::~,..;------- * ENGINEERING INSPEC PUBLIC l-!ORKS INSPECTOR : __________________ _ FINAL OK: ----------DATE: __ ~---------- * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) 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 subsequent 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 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. ff .a service late7al is requ,ired, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the 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 APPllOVED 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 APPllOVAL 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'~ NAME: Mike Hollingsworth MAILING ADDRESS: 3320 San Carlos Dr Spring Valley, Ca 92077 PHONE NUMBER: 697-1693 SERVICE ADDRESS: 2361 Marca Pi LOT NUMBER: I ot 102 TRACT DESCRIPTION:_,,;;;21:..:6c...--=-35:..:2:....-.=..3l::.,..,...---,---ASSESSOR'S PARCEL NO: sp. village TYPE OF BUILDING s.f. NO. OF UNITS___l_ CONNECTION FEE: LATERAL SIZE: ; EASEMENT: EXTRA FOOTAGE-: -@$ /Foot EXTRA DEPTH: @$ /Foot LATERAL FEE ---- INSPECTION DEPOSIT PRORATED SEWER SERVICE FEE TOTAL PAID BY: CASH_CHECK N0.1028 RECEIVED BY: $ 1,500.00 50.00 agrees that the above information given is correct and agrees to 6-4-85 17383 Date Account No \ r \ ~ \ \ f J • > t , • \ ~ '-~~ ~ \ i~r