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2361 SPRUCE ST; ; 85-424; Permit
U) z 0 ~ < C < ... (.) "' 0 C I[ 0 (.) C .., 0 ... 5 ~ .., z 3 0 z 0 ~ ~ z .., CL ~ 0 (.) U) a: .., ,.: C 0 3 tl O I hereby affirm that I am licensed under provisions of Chapter 9 {commencing with S.Ctlon 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. tic No ______ Class I heteby affirm lhat I am exempt from the Contrac· !or's license Law lor lhe lot1ow,ng reason (Sec 7031 5 Business and Professt0ns Code Any city or t'OUnty wh1c.t. re- quires a permit to construct, alter improve, de~ish. 0t cepair any structure. prtor 1011s issuance also requires !heap· pl.cant !Of such perrfkt to hie a signed s1aIement Iha! he 1s t.censed porsuanl lo the prov1s1ons at the t:ontrac1or's License Law (Chapler 9 convnenc.mg with SectlOA 7000 of 01V1S1on 3 ol the Business and Professions CodeJ or that 1s e,> empl lherelrom and the basis lor the allegeo exemp!Kln Any v1otat1on at Secit0n 7031.5 by an appl¼canl for a perm,1 sob· ;ects lhe applant to a CNll penalty of not more lhan live hun• dred dollars ($5001 I, as owner of the property, or my employees with wages as their sole compensation. will do the wock. and the slruc~ lure ,s not intended or offered for sale (Sec 7044 Busmess and Protess1on5, Code The eon1ractor"s l~ense Law does not apply 10 an owner of property who budds or improves thereon and who does such work t11mself or rhrough his own employees. provided Iha! such ,mprovements are not mlend· ed or o11ered !or sale If, however. Ihe building or improve· menl Is sokl w1Ih1n one year of complet!On lhe owner-builder will have the t>Urden ol provmg that he d+d nol build or im- prove !or the purpose ol sale) n I, as owr.er of the property, am exclusrvely con1rac11ng w11h licensed contractors to construct the proJecl (Sec 7044, Business and ProfessiOns Code. The Conuactor's License law does not apply 10 an owner o! property who builds or un-- proves thereon, and who conlracts tor each proiec1s w,1t1 a contractor(s) hcense pursuant to the Contractor's Ltcense Law; L, A.s a hOmeOwner I am improving my home and the follow ,ng cond,ttons exist 1 The work Is bemg performed pnor to sale. 2 I have lived 111 my home !Of twelve months pnor to comple!lon ot this work I riave not clauneCI this exemp11on during the last lhree years □ lamexemptunderSec ______ ,B&P.C for this reason ____________ _ 2 I hereby alhrm that I have a certificate of consent to sell-insure. or a certihcate ol Workers' Comoensat1on ln- su,ance. or a certified copy thereof (Sec. 3800. labor Code) POLICY NO COM PANY -J Copy IS filed Wllh the c,ty :J Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit 1s for one hundred dollars tSlOOl or less) D I certify that In the performance of the work for which this permit is ,-ssued. I shall not employ any person in any manner so as to become subJect to the WOfkers· Com pen, sat1on Laws of Calllorn1a. NOTICE TO APPLICANT: II. alter making this Certihcate of Exemphon. you should become sub1ect to !he Workers· Compensation provisions of the Labor Code. you mus! forthwith comply with such provisions or !his permit shall be deemed revoked. D I hereby athrm that there Is a construction lending agency tor the perlormance ol the work for which this pee, m1t is issued {Sec. 3097. Civil Code) Lender·s Name ____________ _ Lender's Address, ___________ _ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT ; Carlsbad, California 92008-1989 (619) 438-5525 . 108 AOORESS ,<,r'\ 12..tJ ~IE- AV ST.RO, NEAREST CROSS ST. lot/ J,J:;7~°JY sus,NEss LtCENSE. ;;?;;;i PERMIT NUMBER ~,, .sY ~4-~ LOT I BLOCK Is~ ~01 V1S10N I AS5J~tARCEL NO ? ()TRACTOR LI CONTRACTORS PHONE • ZONE -0~7--I -ao OWNER'S NAME OWNER'S PHONE l~&.l.-- KetJJJE11f Z, Mozqft 1zq-'/66!/ CONTRACTOR'S ADDRESS LICENSE NO PLAN 1.0. # BUILDING SO. FOOTAGE ~'2--7 OWNER'S MA1UNG AOORESS 2..3 7( SP~ tJt.£ sr: C ~ R. t.S olf D. C,t. 'tz.oii. DESIGNER DESIGNER'S PHONE , DESCf .. Pl ,o,-. OF NE. K IV co,;sr. DESIGNER'S ADDRESS LICENSE NO f:i/l,~ tfjod..:.L. -~F.:l> u.--, I\. ' ULJittl.b~ -b/d.:ii' 85 1~f:') I .•; 'T'"T "' ~ G,~ i; .111. J F1P FLA ELEV. NO t~ EDU vO NO ~s I -- CENSUS T RA Cl I GP LANO USE ~ PARlf f ~ I RES UN7 I GRACING PERMIT ISSUED I REDEVELOPMENT lftl OCC LOAD FIRE SPP AREA ~ yQ N"bd: I y D ND vO Not Valid Unless Machine CertJ/ied I r;s-i> 2.-1 QTY. i,..--PLUMBING PERMIT • ISSUE QTY. MECHANICAL PERMIT -ISSUE SUMMARY/ACCOUNT NUMBER I _. -. -· I /.J EACH FIXTURE TRAP ;i_,-) ..... J, I INSTALL FURN DUCTS UP TO 100.000 BTU f..1-: -BUILDING PERMIT 001 ·810·00-00·8220 v ',l-/J - I / EACH BUILDING SEWER -' "-I/ OVER 100.000 BTU SIGN PERMIT 001 ·810·00-00·8221 I / EACH WATER HEATER ANO OR VENT 1 ,~ r,.,, BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001 ·810·00·00-8806 -:,,._r1,,., "l,-0 I I I EACH GAS SYSTEM I TO 4 OUTLETS ~ ~o BOILER/COMPRESSOR 3 15 HP TOTAL PLUMBING 001-810-00·00·8222 3.!~·~- I , .... -- EACH GAS SYSTEMS OR MORE 7.-METAL FIREPLACE ELECTRICAL 001·810·00·00·8223 ~- I -,~ u-,., - I EACH INSTAl. ALTER. REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 001·810·00·00·8224 -- I EACH VACUUM BREAKER MECH EXHAUST HOOD DUCTS MOBILEHOME 001 ·810·00·00-8225 .... I RE LOCATION OF EA FURNACE/HEATER I WATER SOFTNER MOBILEHOME PARK INSP I EACH ROOF DRAIN (l'lSIDEi SOLAR 001·810·00·00-8226 I TOT J;.L MECHANICAL _ STRONG MOTION ~,17_ I /1. -- 880-519-92-33 TOTAL PLUMBING I JlnJ/J FIRE SPRINKLERS 001·810·00-00·8227 PUBLIC FACILITIES FEE 332-810·00·00·8930 Q TY. ELECTRICAL PERMIT · ISSUE ~✓ QTY. SOLAR · ISSUE , NEW CONST EA AMP SWl BK R -J..J'J{) ,rn-COLLECTORS ,,y ~ "n V r"\ SCHOOL FEE · DISTR0' I PH 3 PH STORAGE TANKS '-.J~~J;~.1.,~ LJ Carlsbad V EXIST BLOG EA AMPISWT BKR ROCK STORAGE Encinitas I PH 3 PH PUMP JUN 21 l~~b San Diegu1to REMODEL A L HR PER CIRCUIT PLAN CHECK FEE San Marcos TEMP POLE 200 AMPS Cltv of CARL51: IAD OVER 200 AMPS ftfCUfCI ;--•• ·•~y II r,u '"C.C:DV(.. LICENSE TAX 001-810·00·00·8162 't,,,<,,/0~- TEMP OCCUPANCY 130 DAYSI --MFF / (\ .,<t., ~ I(') 880·519·92-57 'i(Jl 0 - CREDIT DEPOSIT <·~~'(a' ~ TOTAL ELECTRICAL 1 JJ~-TOTAL SOLAR TOTAL FEES PAYABLE I l/..J"o I, 4-L, ....... I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY E 1tptrat1on Every permit issued by t.,e Bu,ldiog Ofhc1a1 under the pmv1s1ons of this * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by 11m,1at1on and become null and void If the budding or work 5' O" DEEP ANO OEMOUTION DR CONSTRUCTION OF DECLARATIONS ARE TRUE ANO CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS authorized by such permit Is not commenced wIth1n 180 days from the date of suet\ STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED TO COMPLY WITH ,\LL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON :~~::Cn°:0 '!1 t~~v ~~~1~fl.~~h=~~r=~ti~~~e~le~~~~ :=.~1~tr~~~~~ or , STRUCTION WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND OWNER □ CONTRACTOR 0 APPRO D BY +D;/v2;/$f l<EEP HARMLESS THE CITY OF CARLSB"'D AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND APPLICANT'S SIGCATURE Jf. EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE X ll t Jko'IAL). BY PHONE 0 I -. ., .. L GRANTING OF THIS PERMIT I • ~.,. •• _., ~ ,-n I a ~ LL >-;;; 0 0. E Ql I- 'O 0 <.? c ro 0 Q. 0. <( I .x C a: 6 r/) r/) Ql r/) r/) <( I ~ 0 ai >- en "' Ql 0 0 a:: ro cii 0 §: Ql 0 C ro C Li: :::. C Q) Ql t3 0 u Ql 0. r/) C ~ r= ~ TYPE I DATE INSPECTOR ' ' -.. BUILDING I FOUNDATION I / 11•1•1(' IJ-'£1"i.--- ' . g&"~Ui~ r ·\\ •' \ FIELD INSPECTION RECORD REINFORCED STEEL I ---MASONRY I GUNITE OR GROUT I REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES , ... ' I . REQ IF INSPECTORS INSPECTION CHECKED APPROVAL DATE .. SUB FRAME D FLOOR D CEl~ING SHEATHING D ROOF □ SHEAR FRAME ' I EXTERIOR LATH I I . " ~ . ,, .. ·, SOILS COMPL,ANCE ,,.... ., PRIOR TO I . -FOUNDATION INSP O("HC!:!•'lti ! J,~f'( ': ►7 "'1 ?f.i5t,;?" ~ . \ _, STRUCTURAL CONCRETE C!Jt. o ...... i ~-.~ ·1-~ ;p t "-· •... OVER 2000 PSI INSULATION I INTERIOR LATH & DRYWALL I I PRES TRESSED ·::/• CONCRETE •l : ; ·. POST TENSIONED CONCRETE -I 0 PLUMBING I I ,-FIELD We't..Di'NG -· l..,1 : t/ JS i lJ _J ' ' D SEWER AND BUCO D P~/CO UNDERGROUND □ WASTE □ WATER HIGH STRENGTH BOLTS TOP OUT □ WASTE □ WATER SPECIAL'M~SONR~-1 ' \ TUB AND SHOWER PAN ' I ,. GAS TEST I ~ PILES CAISSONS □ WATER HEATER □ SOLAR WATER - I ; ' ·, I ' ~ .... .,_. ELECTRICAL I □ ELECTRIC UNDERGROUND □1UFFER ROUGH ELECTRIC ! I □ ELECTRIC SERVICE □ TEMPORA~Y . .--, .. 1 "":'-,..~: \ ·. ~ ,.. ,,. -• • r ~ .. ·? ... ' ' \. ,, '\ ._, ' ... ¥ ·, -. □ BONDING □ POOL I ' . . ' ' ' I MECHANICAL I -; . □ DUCT & PLEM., □ REF. PIPING )' ' . ,, ' ,. • "' ; ' •. .... J HEAT -AIR COND. SYSTEMS I I . ·-' ...... .. -\ VENTILATING SYSTEMS I .... I • -. • ..... < -~~ . I -. CALL FOR FINAL INSPE~~ON WHEN ALL·APPROPRIATE ·-ITEMS ABOVE HA E BEEN APPROV&D. ___ , .. . FINAL I " -J -. ':.! ... ;· -, ~ ~' -:-~ ' ... \ . . ~ .. ... -...... ., PLUMBING I ~ _:. . ~ ~~. ELECTRICAL I ~"' . rr " ... "-.~' I MECHANICAL I ... ~~ .._ \ ... • '~ GAS I ~ 7 m-' ~ ~ BUILDING I . ~ ('"""IL ~ - -·.) ' , r~ ~--. ,-<" \ . . . _, --. -.. ..,r-. ,. -.. ' . t. "" ~ -·· .. , . . ' . ' .. ' ' . . ' ,_ '"--. . , .. ~. ,· ~ "'\) .... . ~ ' .. . SPECIAL CONDITIONS I • ~ ,u rf - I ""-I ~ "-~ APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD ENGINEERING DEPARTMENT 438-5541 BUILDIN ADDRESS OWNER MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING LEGAL DESCRIPTION REMARKS: EXISTING BUILDING LATERAL LOCATION ST. LATERAL NQ, _______ INSTALLATION DATE--------11 SE ~ ISSUED BY __________________ _ DATE ISSUED------------------ VALIDATION LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30'. V. 10') OVER 30' H. @ FT. OVER 10' V . @ FT. STANDARD 6" (Max. H. 30', V. 10') OVER 30" H. ___ @. ____ FT. _________ _ OVER 10' V. ___ @ ____ FT. _________ _ TOTAL CONSTRUCTION COST---------- SERVICE CHARGE (REPAVING ETC.) _________ _ TOTAL LATERAL CHARGE _________ _ LINE COST DATA ASSESSMENT DIST. NO.-------------- FRONTAGE ____ COST PER FT. ____ TOTAL __ _ OTHER ____________________ _ I CONNECTION F~E NO. UNITS ____ COST PER UNIT----TOTAL---- PUMP STATION FEES NO. UNITS ___ COST PER UNIT ____ TOTAL--- WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-424 DATE: 6-19-86 PROJECT NAME: --------------------------------- ADDRESS: _______ 2_3_6_1_5-p_r_u_c_e ______________________ _ PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: ~f-[J NUMBER OF UNITS: CONTACT PERSON: ______ K_e_n_n_e_t_h_M_o_z-=g=--a _________________ ..:..__ __ CONTACT TELEPHONE: ____ 7_2_9_-_9_6_6_9 _____________________ _ ~Ny~PEC~ DATE ~~ INSPECTED: r APPROVED X DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED 1(.,}Rf11"5 Jr, s pe.<'--+,Ol"I Fr-, do ... ,-q (,/ 2-0) COMMENTS: __ r._.e_a_d.,._y_f_o_r_E_n ..... o _i _ne_e_r_,_· n_,o"'---~-------------..j _______ _ " . . ~ Rev. 1/86 WHITE: Suspense ANARY: Utilities PINK: Planning GOLD: Fire -, FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-421J DATE: PROJECT NAME: ADDRESS: 2361 S ruce PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: SFO NUMBER OF UNITS: 1 CONTACT PERSON: Kenneth Mozga CONTACT TELEPHONE: 729-9669 INSPECTED u ½Yl DATE 6 -fl-3-i:6 APPROVEO ~ BY: INSPECTED: DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:-~-------------------------------- ~.· ~,' Rev. 1/86 WHITE: Suspense GREEN: Engineer INK: Planning GOLD: Fire £~r /7 I " I\) G\ ~ ~ ti;\ \.. i , A· ,. , . Q • -\ ~ ' ;,,y , I °" 'r' : I) ' ' I ''L., ,J \ ~, ,_ r "'-I 1(1 ' ") ~ .,_ l_ . \ .... ~ '.··~ \II I\ --: \) I I L . ~ I I I i "'o' :1 v , \.' I -L'. . I &,.sL' 'Peco, /7,"9 ' I ~ ' G\ ' ~ ' .J ~'c:.,C;-.,~ -/ ,-,'i /' I ' \ I) • ' 1/l ' ' ' . . ! ' ,. \, ' ((. \ ,· J ' " ·-------- -~ - .• C'/ 11 N 8':l0 59' 56" E /ZS oo ~ "'- ~ _:;7 -/✓:; ,-L ~t:7.R~sr -:r #.' E .r. s c'. R.-t'. A/,uY I F-r. /0/-p_ -- .,,,,; ~1 ' l -· ;,?. _,, ..... :. , .rt ..:::;,....,,v,,,d ✓ ----,. t -/~ LEG/IL. P,,:SC,,e/,DT/~ff ] L. or! No. /7 Mq,.o ...Vo. ~,_, Z ;".? r! ke C,,[y o/' ea,-/J 6ercr N-,'? Cot:/,?& o/ .so~ .t4·<[!10. JU.£ I\ ~ I•<> \): \) ~e<iENO ~ ( !16' ~_) -~,,..,...,L :Jc~,,. ~~ ~ .,,.--Cl/ t? L/rc.,,11 _,r;_,../ r·/~·1' ,l 0~ ,1o-O/i ,/,.• pl'" ~ V) ..T n?por rf !} Z CV. ~;:a/S'. ,l1Y£"NVE -- 0 /i' ,q / /V ,q c, tt: PL "'1 N FOR KcN'#~T# M(:)ZdA 2 3 7/ SPr uce .5.t Cor,6.6od Co 92oo8 p,1,, 7Z::,. 9t;;,:;,!J OE"8NED' I '""' SMITH ENG\NHH, "''· I I 2656 Stai. SlrHI Carhbod, Calif. 92008 729-8981 CHECKED: l'f,..r. APPROVED: I ,e c . .I-V-v /G R C -E .:J o, .Si:/ DATE: ~//,_,,~ SCALE: /;'.:/,o SHEET· /o/'/ S!!>3S ~-· l ~ tw ~l f ( \ '- ,1 ' ' ·\: A --~---------- "' ~ 'i (~-5) -( !!JS)- ~ -----t'-9-:/ ~, ~ ~ ~ "' -,, ~ '\.' ,,-,(!"~ 8,' -i ---------' . ~ ~ ' -" ~ I' ~-~ I) L /o/. S ll_ I,_ ~ i\ ,:~- /0/:;, - I \ ) -(~ - /0 / '7 L I I I 1 . ,- \ ~ ~ • ~ ~- l ~ ' I~ t ~ ~ ~ . ~ ,:,-~ \~ ~ It ' ~ g ;-. ' ( \ " ',, I ' ' c~ A f __I _ £,,..,-c Toe ..-r;.,qo roe --E -</.Sl: ..S/o,,oe Ii -----__ ., ------ ' I ( c-"/Si!. C C/r&-<i , 5',c, t(c. e,- •"srREET y-~-"'-'.-'~ .., . ' L~T S/2:..t:r = (?G>X?' .,,,_,_s-:::.-?sc)D s3 # pl/ ,?CACifO C).,,_} ,,.,. {/T7-ze° O<./L-?<-('-f;w.//7 b;::: /~-?:.->r-60K7c>~ ~.,.l<'~ Sf fo: lciJltc~ 11> L,,,,.,,.; - //5e:f:> /IAA-b Le,,~.rc_ JO~ L/lfc£ 'I'/ }" ~ P;II Ha?S-,~o. c:..--".-:;....-i-- ~------=---yil\1'-- /.FK'-c.> Ar /9"~ y-/ ~ /.J' 7. 3? c.t,,,1,,t:. )d)j ----- /.s-X oo F: // ---------t, ffe~~c::-3 . s-/ _ / /t,, C? ~------[po / c:J./?' /21 ~-?E..i) ~: // 7"c:;c:J ev6/~ yZ>5 p'~~ 7D ?;417 /~ 4"CKJ ~i/; y~ ~ p; // . J;;:_-/~. f/1--/'/t- ..• ·- .·.· .;·::· • I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: II-APPLICANT JURISDICTION: Q JURISDICTION Q PLAN CHECKER QFILE COPY OUPS PLAN CHECK NO: 0 DESIGNER PROJECT ADDRESS: PROJECT NAME: D ■ □ □ D □ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's buil_ding codes. The plans transmitted herewith will ·substantially comply with the jurisdiction 's building codes when minor deficien- cies identified 8&7....duJ · are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant 's copy of the c heck list is enclosed for the jurisdiction to return to the applicant contact person . The applicant's copy of the check list has been sent to: ■ Esgil staff did not ~vise the applicant contact person that fi6. plan check her.; b een mpleted. -/A I n £.t9.0 (2.-r p _,. C"qJ. I ~ -~~ ,4~ ~ ~ □ Esgi i lerf"_~_c~ advise· a~licant ~e plan check ttas Oi b eted. Person contacted: ontacted: ________ Telephone# _________ _ © s: ~,<--,Ni?< Le u)Yl-11,,,1.::c;.:no r0 eer,20 t;?S-n=-o SI,), kS t2,c'"B;)er e:,vo Sw u ctv 12.A:L C e Le.Ill-. fr[] 0 i':I s . 14F .:rr:: :;:sgr ]Y:JO IC MJ=--:S Cf'¼,l..G v 'I.. v:.r, 01\)S tu:: ~1;. m :run-=x e:,, m I?Et L1:c."'T"L..:g::) o ...i ::n:. s 1' 1... :9 l:i:"& Cs P!UJ,) A:J<s: LI3-S!> Th 'Pl .. 2-s-' ) .. (:=):::!%;: W-fH?fS".'()A-11) 1+11-S C..I..PGS)l.:1!;i0 :::tc,s Soll ... , Bu, C.t.fr'S.Sll"'IC,!5:Til>H Y'.YlP!->tBG 13~ ~ Llc.£=:VSE:O ~.o•l. A-fU.h, do SIG.-YVt;:p 13t:t:,t,9::r f\=-1?.so.,J. Pa..av10S Pc $1\\ LS, 'RE:e:> :sz:r, ..__ BY. L ' ' ENCL: :E~r~Ioii =-. -__ _:_ A ¼s '\ T ~ ~ •~ -4<,o ~- c;;: /2..&U.J.-E---,_.....----- ESG·IL CORPORATION 9320 CHESAPEAKE DH., SUITE 208 SAN DI EGO, CA 92 I 23 (619) 5(i0· 1468 DATE: 5/2" /'f? ~-/ JURISDICTION: C ~1.-,S B,q,Q QAPPLICANT ■ JURISDICTION 0 PLAN CHECKER D FILE COPY QUPS PLAN CHECK NO: PROJECT ADDRESS: _5'pt2UC..(E' 5z:-: L,, I 7 ✓ 0 DESIGNER PROJECT NAME: □ D Ill □ □ □ The p l ans transmi tted 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 i dentified _______________ are resolved and checked by building department staff. The p l ans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for r echeck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list h as been sent to: Esgil staff did not advise the applicant contact person that plan check h as been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone# _________ _ REMARKS: __________________________ _ ES: CORPORATION BY:,~ : : . =i I J 1 I Citp of Car~bab E\JC.L., '.(D GL~ 2..1 N G @ f-M-N D t?.A-\ L- .1URISDICTION1 ________ _ DAT?! PROJECT ADDRESS, _5//'Z~ ,S-r;', TOI ,9,PPt..lCANr > PLAN COPJU:CT!ON Sffl!ff SY~ ?'ANILY AHO OUl'L!X OW!tt.L!HCS Plan Check No. _________ ;.._ __ ;_,. ____ -r--:- ~ato plans received by jurisdiction-"~==-',,t.--1-,"-~ Date plana received by plan checker...;.~=....,,t.--,"'"' ... Date initial plan check caapleted.fl'C:: roR£1,ICIRO: Pt!:ASE R!:AD TcL (61') -'60-1'7~9-"'~S" Plan check h 1/.lllited to technical r~ir-nu contained in the Unifor11 Building Code, Dni!ona Pluabing Code, Uni!oni Mechanical Code, National Electri cal Code and aute laws regulating energy conservation, noise attenuation end ace••• !or the handicapped. The plan check h baaed on regulation• enforced by the Building In•~ion Department. You aay have other correction• based on l•-and ordinances enforced by t."le Planning Depertaent, Engineering Department or other departaents. The ite,u circled belov need cleri!ication, aodificetion or change. All circled it ... have to be satisfied before th• plan• vill be in confonience vith the cited code■ and regulation■• Per Sec. lOl (cl, 1979 Unifona Building Code, the approval of the plan• doe■ not penait the violation of any state, county or city lev. ~ Plea•• aake all correction• on the original tra~inga and aubmit tvo n-aeta ot print•, an~ any original plan aeta that ... y have been returned to you by the jurisdiction, tC.I 6LOt • D-.-P,-: / 'To facilitate rechecking, pl•••• identify, n••~ to eaoh circled it••• the aheet of the plan■ upon vl\ich each correction on thia aheet haa been aade and return tnia I check •h••t vith the reviaed plane. Indicate on plane then•-of the l~•l owner and na-of peraon reaponaible for the preparation ~f the plan■• Sec:. lOl(bl / D APPLICANT COPY D CITY COPY D PLAN CHECKER COPY Subftit fully di-naionad plot plan dra~n to teal• 1hoving loc~tion ai1e, and uae of all exiating and propoaed atructur•• on the lot. Identify property lin•• and ahow lot di-naiona and all •••-ntt. Shov location of ell cut or fill alopea and approxiaate finish floor elevation■ for all ■tructurea and ahov elevation• at ell corner■• Sec:. l021bl7. I Indicate diatance froa center-line of 1tr-t or all•Y to property line and distance fraa curh to property line. Sec. l021bl7 I D. Plana, apecificationa and calculation■ ahell be aigned by a Calitornia State licenaed engin-r or architect. (California auai n••• and Profeaaions Code) PIRO: PR01'£CTIO~ I Walls cloaer than l (Ht to property line■ shall be one-hour Cira-rated construction, hav1 no openings, and shall have )0 inch parapet• when the building floor araa exceeda 1,000 square feet on any floor. (Table 5-A Sec. l709Cel I- I· (.. Proje<:1:iona, including eaves, aay not enend acre then 12 inches into the l foot Htbac.lt Cro• the property line. Sec. 1710 end Sec. 504(bl Projection■, including eavea,shall be on-hour fire-resistive construction, heavy ti..llber or ot non-combustible Mtarial if they project into the)' setback area troa the pcoperty line. Sec. 1710 Show location of pcC111J1nently wired saioke detector. Sec. 1210 C. ROOM SI?!S LICIIT VVff!LAT!OHS ANO CLA%INC ,. Ono roo• a,uat contain a •inl.lllum of 150 square · / feet of superficial t l oor area. Sec. l207(bl µ. Habitable rooms, oth1r than kitchens, shall c,,ntain at least 70 square feet oC floor area. Sec. l207(bl I Window area ■ust ~eat leaat 1/10 of the floor area and a min.uoum of 10 square feet per Sec. l2071al . Appears to be deficient in ________________ _ I O~n•ble vindov area aus::: be 1/20 of the floor area and a ■ini•u~ ot 5 aquare feet. In bethrooas, laundry rooas and aiailar /. rooaa. Klni•wa 1• l.S aq.ft. (!ec.1205(al One-half of all required vindov area 11111c be openable in /Provide -chanlcal ventilation capable of providing five air change• per hour in bethrooaa, weter cloaet coap,art-nta, laundry rooaa and •i•ilar rooaa if reqvlred vindov• / •r• not provided. Sec:. l2051al No habitable rooa, other than a kitchen, ahall be l••• than 7'0" in any dl-naion. (: . ec. l207(cl l how that celling hei~ht for hebitablt rooa• 1• • •ini•wa of,., •• Sec. l:J4171al ·, ... I Show ceil~ng height :or laundry rooms, hallways, corridors, and bathrooms is a / min1mum of 7'0". Sec. l207(al ?O aHa.ndrails shall satisfy the following: Provide handrail for stairways over JO" h1gn when serving a single dwell1ng. Title 24, Sec. T25-22(b) Provide JO" clear width for water closet compart~ents and 24" clearance in front of water closet. Sec. l7ll(b) ,,./ No cooking room shall be used for sleeping. 7· purposes, unless complying as an efficiency living ~nit. Sec. 1208 f r· f /· D. r· j· a- t· I· Specify safety glazing for glazing in hazardous loc3tions such as glass doors, g lazing adjacent to such doors and glazing adjacent :o walking surfaces. Sec. 5406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. l 7 ll ( f) ( g l Sleeoing rooms shall have a window or exterior door !or 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 minimum openable height 24". Sec. 1204 Eaves a-nd cornices may not project into a required ~ard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. l206(d) A mezzanine is an intermediate floor and may not have a floor area exceeding JJ l/J percent of the total floor area in the room below, and the mezzanine floor must have a clear height ~f 7 feet, above and below,and must have 651 of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story ______________ _ !XITS, STAIRWAYS, AND RAILINGS ~loors above the second story shall have not less than 2 exits. Sec. Jl021al Required exit doorways shall be not less than J6" in width and not less than 6'-8" in height, and shall be capable of opening at least 90 degree~. Sec. JJOJ(el Provide J6" high protective railing for porches, balconies, and open sides of landings. l◄aximum opening between railings shall be less than ~,• Sec. l 716 -Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to :he top rail. Table 23-9 Provide stairway and landing details. Sec. JJ05!b) , (cl a. b , c. Maximuro rise 8" and minimum run is 9". Minimum head room is 6'-6". Minimum width is JO". / b . Handrail shall be JO" to J4" above the nosing of treads. Sec. JJOS(jl Handrail projecting from a wall shall have a space not less than l l/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. JJOS(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(g) I-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 stairwav travel, to less than one-half the required width of the stairway. Sec. JJOS (g) I /.. I I I ;I j A door may open inwar d at the top step of a stairway provided the top step is not more :han; l/2" lower than the floor level. Sec. 3 JO)( i) 2 Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point l2 1nches f rom the side of the stairway. b. Maximum rise is 9 inches. c. Minimum width is JO inches. (see attached) Provide spiral stair-~ay details: Sec. JJOS!dl a. Minimum run is 7 l /2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 l/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. JJOS(fl (see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. JJOS(f) Spiral stairways must have a clear wa lking space of 26 inches between the column and handrail. Sec. JJOS lf) Provide I.C.a.o. Reasearch Report and ~umber for metal stairway, or subm~t 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. J06(a)48 and Sec. J06 ( f) In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for al l openings in the exterior wall ~elow or within 10 feet horizontally of an exterior sta1r- way. An exit balcony with 2 separated stairways is ex~mpt. Sec. JJ05 Exterior stair-~ays shall not project into the J toot satback f rom the property lines. Sac. Jl051nl ,Y-':'he walls and sof!its of the enclosed 'Jseable space under inter~or sta1rs shall be pr otected on :he enclosed s1de a s requ1red for one-hour fire-=es1st1ve constr'Jct1on. Sec. JJOS(m) J?. 1/· f: f. ~-~- I I'· 8. sf f f . 91· r· G. ~in1mum construction specifications shall be made a part oc the approved plans . (See attached) ROOFING Specify roof pitch. Roof pitch is not adequate !or roof type specified. Specify minimum pitch of ____ _ Specify roof material and aprlication. Specify I.C.9.0. approval number for roof materials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Sec. J207(a) Show roof drains and overflows. Sec. J207(a) Provide skyti,ht details to show compliance with Sections 3401 and 5207 or provide ICBC approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBC nwnber. Show attic ventilation. Minimum vent area is l/150 of attic area or l/JOO of attice area if at least 501 of the required vent is at least J feet above ceiling joists. Sec. J205 (cl AASONRY Provide· fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. J707 Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2Sl6(a) regarding ties and t9 wire in horizontal joints or note construction to be perattached sheets JO-l 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 Shdll resi st 200 pounds per lineal foot or the actual design load , whichever is greater. Sec. 2310 Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special ins pection of the masonry will be required for _____________ _ ~RAGE AND CARPORTS la.Garage requires one-hour fire protection on the garage side of walls and ceilings ~DlfflOn to the dwelling. Table 5-B Sec.SOJ (b) lD1.All elements supporting floor above garage /' · to have one-hour fire-resistive protect1on on the garage side. Sec. SOJ. Beams and posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimUJII 6" dimension beam and minimwa a· by a· post. H. Ji'· 122. Show l 3/8" solid core self-clos ing door for openings between garage and dwell1ng. Sec. 50J(dl Garages ar~ not permitted to open into a room used for sleeping pur poses. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage fr'1llling section, size of header over garage opening, lateral cross bracing at plat■ 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-r Doors between dwel lings and attached garages may swing in either direction prov1ded the difference i n !loor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the pri~ary means of egress from the building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided i n accordance wit h stairway requirements, and the door must not swing over the depressed level . (see J303(il2 and J JOS (g). Provide ta• raised platforms for any FAU, water heater, or a~y other device which may generate a f lame or spark. Note that continuous fire wal l protection shall be installed behind raised olatform(s) prior to framing platform. · FOUNDATION RE UIRENENTS Note on plans that"A soils engi neer shall ev&luate any unanticipated uncompacted fill or expansive soil or other soi~ problems disclosed during construction•. Sec.306(all2. Submit soils classification determination by a licensed engineer or architect based on observation, tescs, borings, or excavatiQl\S, and containing comments on the degree of expansiveness, compressibility and beari ng value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report reco111111endation for this project __________________ _ Provide noees on c.he foundation plan listing the soils report recommendations for foundations. slab and bui lding pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building Depart;nent foundation inspection, the soils engineer shall advise the Building Official in writing that: l . the building pad was prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with th• soils report and approved plan.• Provide spread footings for concentrated loads des1gned for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 I. Show height of all foundation walls. Chapter 2J Show heighc of ret3ined e arth on all coundation wal ls. Chapter :3 Show di~c~nc~ of ~ound~c1on ~o edqe of cut or cill slopes and show steepr.~ss and heights or cuts and :ills. Chapter 29 Note on plans that wood shall be 6" above fi nish grade. Sec. 24171c) 7. Note on clans that surface water wil l drain away !rom building and s how drai nage pattern and ~ey elevations. Sec. 290S(f) Dimension f oundation per Table 29A. TABLE NO. 29-A-FOUN0ATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS NUMl(R or STOllU 1 2 3 XOTES: T!IICXNUS or roUNDATION WALL (IKftes) CONCUTt 6 8 10 UNIT M.lSONRT 6 8 10 WIDTH or rOOTIN, {lnct111) 1:2 15 18 T!IICKN[SS or fOOTINI: (lncftesl 6 7 8 D[l'TH o, FOUNDATION HlOW NATURAL SURfACE ar ;aouND ANO flNISH 1:UD[ (lncftesl 1:2 18 24 \Vherf' unu.su~ conWtion., or frost cood.ition1 3re founJ. footinp .1nd found:ltions ~hall be u require-ct in .Stttion :907 1aJ. Th• ground under the ftoor may be e-xc.avar~ to tht> t·levation of the- top of the footin~. Show foundation sills to be pressure treated, or equal. Sec. 2Sl7(c) 3. Show foundation bolt size and spacing. Sec. 2907(e) Specify size, ICBC number and manufacturer of powe~ driven pins. Show edge and end distance and spacing. Sec,. 306 ( f) Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(fl 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. 23llCe) Show stepped footings for slopes steeper than 1:10, Sec. 2907(c) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders, Sec. 2517 Show pier size, spacing and depth into undisturbed soil . Table 29-A Show ~inimum under floor access of l8"x 24". Sec, 2517 Show minimWII under floor ventilation equal to l l/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 approximate-ly opposite sides. Sec. 2517 l'RAM[NG Show all j oists, ratters, beams, and posts 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5" and thicker shall be No. l Grade Douglas Fir-~rch or better. !Table 25-A-l) ~- Show wall bracing. Every exterior wood stud wall and main cross parti t i on shall be braced at each end and at least every 25 feet of length with lx4 diaqonal let-in brace or equivalent. Sec. 2Sl8(g)S 1/. Note C::';)SS bridging or blocking. !'loor joi3ts and ratters more than 12" in dept~ and spanning more ~han 8 feet shall be supported laterally by bridging at 1ntarvals __ /not exceeding 8 feet. Sec, 2506(gl _;YJ· Show blocking at ends and at supports _µ<. of ~loor joi sts, and tor rafters at exterior wa lls. Sec. 2506(g) Show solid blocking at ridge line and at exterior walls on t russed roots. Sec. 2506(g) ✓Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2S l8(d) S ✓ Show rafter ties. Rafter ties shall be spaced nee more than 4 !eat on center where rafters and ceiling joists are not parallel. Sec. 25181h) ~ Show rafter pur lin braces to be not less than 45 degrees to the horizontal. Sec. 2Sl8(h) Show 1/2" minimum clearance between top plate or interior partitions and bottom chord of trusses. (To ensure loading wi l l be as designed.) C.L 'AV: H0't ,ttuss ?><a>, Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. ?b'"' Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior wall s, in mansard roof or evebrow so no concealed or Eurred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and bet·.,een studs along and i n line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, bet•.,een chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2Sl7(f) Show s tud size and spacing. Maximum allow- able s tud heights: 2•x4•~ 16" is 14'; J"x4"&2"x6•~ l6"o.c. is 20'. Sec. 2Sl8Cg)2 Note an A.I.T.C. Certificate of Compliance for glued l aminated wood members shall be given to the Building Inspector prior to erection. Sec. J06C f) Detail all post to beam and pos t to !coting connections. Sec. 2Sl7Cc) 4 Specify nail size and spacinq for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J,K). Show 3"x4" or 2"x6" studs in first story of three story buil1ing. Sec. 2518 (!) Provide truss details and truss calculations. Provide roof framinq plan, Sec. 302(a )7 Provide !raming sections through ______ _ Section J02(a) 7 Specify all header sizes for opening over 4 ' wide. Sec. 2Sl8(g) 7 Provide calculations for';e,IS,yt1c. -Z.n"'-'t;:;<+, f(\ "A-, ',) Bz tb'.YI l; e 'TI<l>S sc;; s ) s he4/1 . Sect ion 3 0 2 Ca) 7 11'~ l=='<a2, In areas subject to water splash and in exterior locati ons, wood c olumns and posts shall be supported by piers projectinq at least 2" above the f inished grade and shall bear on a metal base plate or treated wood unless the columns or ;>osts are foun- dation grade redwood or cedar. Sec. 2Sl7Ccl4 J. Show tocat1on of attic access with minimun Sl~e 22· x 30 ". Sec. 3205 Show dr3ft separation !or attic areas in excess of 3,000 sq.!t. Sec. 3205 Show dr3ft seoar~tion ~or space ~ecween droooed ceilings and :loor above 1n excess ot i:ooo sq.:c. Sec. 2517 Spec1fy PlY"OOd grade and panel indenc1- ficat1on index. Table 25-J Whan roof pitch is less than 3:12, des1qn ridge as a ::ieam. Sec. 2518 (h) Wood shear ,.,al ls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in heignt. Sec. 2516(bl Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shal l not be used in vertical diaphragms to res1st ,fl· IC. Show access to the attic or under floor furnace to be m1nimum JO inches by JO inches. Sec. 708 ~ 709 ~MC Note that passageway to :he attic fu:naca shall be unobstructed and have concinuous solid !loor~nq nae tess than 2 ~ inches wide. Sec 708 UMC Show oan,anent electric3l outlet and l ighting :ixtura controlled by a switch for the attic turnace. Sec. 708 UMC Show details to comply with Section 109 for furnace under the !loor, Section 708 for attic furnace, or Section 710 for roof or outside !urnaca. 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, UBC Sec. l706(al6 ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete All wiriz,q shall comply with the National Electrical construction. Table 47-I Code. If c:-ipple '"all studs are less than 14" • ~2 • Note on the plan the amperage of electrical framing shall be solid block1ng. Se~.2518(gl6 service. Cripple wall studs exceed1ng_ 4 feet 1n 2-f. I! the electrical installation is more height shall be 3 inch by 4 1nch or 2 . 1/4 • than 200 amperes, show panel location inches by 6 inches when supportlng 2 5tor1es. and provide a s1ngle line diagram and Sec. 2518(gl6 load calculations including: Show ply,.,ood sheathing over exposed eaves, or other '"eather exposed areas, is exc.erior grade. Sec. 2517(gl 3 Show a weep screed at the foundation plate line on all exter ior stud walls to be stuccoed. Sec. 4706(el Provide an approved waterproof building paper under wood siding. Sec. l70l(al Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". Sec. 3304(bl Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(hl l Provide metal straps across ridge beam and rafters. MECHANICAL a. Wiring ~ethod employed. b. Sizes of all conductors, switches, circuit br~ake:-s, fuses, and conduits. Approximate length of service feeders. Provide plot plan showing services, c. d. e . all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schadule(sl. Dwellings :-equire mlnimum 100 amp service. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in At least one receptacle shall be install ed outdoors , in basements and attached garages, other than laundry outlets. Ar:. 2l0-2S(bl Show minimum dwelling lighting (NEC Art. 210-26(a) and GFI'S in garage, baths and outdoors. NEC Art. 210-S(a). Note "UFER " ground to be provided (NEC). Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Unifor-:n , \ Mechanical Code. $~~-20 . Show the~ location and type of all h PLUMBING (Uniform Plumbing Code) 6'-0,µ heating a~oling appliances o~ systems. e . ,,.,(. Show source of combustion air for furnace /•. will comply with Chapar 6, U.M.C. All plwnbing shall comply with the Unifrom Plwnbing Code. -,,1{ £very dwelling unit shall be provided with 7• heating facilities capable of maintain- ing a room :emperature of 70° F. ac 3 feet above the floor in all habitable Y'· 2/ ~- rooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unoostruc:ed working space in front of furnace. Note on plans,clearances to be turers listing. Sec. 704 UMC per manufac- ,rfa. Furnace shall not be installed under any stairvay. Sec. 704 UMC G°9. Furnace shall not be installed in any ~ bedroom, bathroom, closet, or in confined ~- space with access only througt, such room, unless specified as direct vent appliance'. enclosed furnace or electric heating appliance. 2""',. Sec. 704 UMC /~. Show ICSO approval for prefab fireplace Show water heater size, ~YP• and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 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. Sec. 1~10 Show T and P valve on water heater and show route of discharge line to exterior Sec. 1007(el Provide dryer vent to outside. Sec. 1903 UMC Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. 1003 Shower stall shall accomodace a lO"circle and have a minimum floor area of 900 sq.~n. UPC 909(dl I !.:. !'fOCSt :i,su~T!CN (OUl'!.ZXOI ihow .le~sd s ot Juple>< =o"""°n • p-Ar~y• .. .ill• ~nd :~ooc. :e1 l ~na J••~~OlLe9 :o ~c~1~v• ~ 3o~nd ~~~n~mls~1on ~:~•• !~~l r•Clnq 1.n •.,• l l .• oC ,,, dac1,.bl ,•s .1nd .in C111o.act: cn:1ul.1cion ,.;:_..,. t Ctt.:l r3c1nq on !lour. ca1l1nq ot ,0 Uote1Dl••· T1cl• 25 Show~-?•n•crsc1on of •••-al••• ~or p1p1nq. elacc:1cal dav1c■■• rac■■■ed csa1nacs. o,cncuas. iot~1=•• or ~••c4n~ venc•l•c•nq, or exnau■c ~u=s snail :,a seal..:!, l ined. or 1n■ulac..i to -•nta1n requ1rad sound cranu1a■1on rat1nq. Ttcla 2, P~ovtd• 1n■ulat1on Lft -11■ Alld c■1l1nq co acn1a.,. STC of ,o bee-en qaraq• and lLvinq· area 1t qaraq• u•• •• nae controlled by re■idenc T1cl• 25. DEJICY COIISE.RVATION1 Pl-■■ llead New Stat• Mandated Requlation■ (Cali!. Mlal1n. Code) bee ... eftective June 16, 191) •nd require that the des19n sat1afy one ot the alternative enerqy packaqas Is•• atuched pacl<aq•• A, B, C, l , 2 , l , 4 and AB 15 3 I • The law also raqu1res that -ny mandatory consvrvat1on item• be satisfied. _______ 1s in ?one ____ • Cop1es o! th• Residential Ener9y Conservation Manual tUY be obuined !roa, Publications Unit, C&litornia !ner9y C011Diss1on, 1111 Hove Ave, ICS-50, Sacramento, California 95125, (Tel. (9161 920-621611. California Building O!!icials also ma1ntain • telephone "hotl1n•• between 10:00 A.K. and Noon and 1,00 P.K. to 4100 P.K. at 1,1,1 456-llll. Shov on the title sh .. t ot the plan■, the alternative energy pacuge that -• selected i.e. A, a, c, l, 2, 3, 4, or AB 163 to shov co,ai1li■nce, and provide calculations and other data, appropriate to that selected package. T?le reaponsible de■i9ner ahould ~ a statement, oft the clan title sheec, "T?I• desiqn subalitted sub■tantially conform■ to the Ener9y R9<1ulation■ for Raaident1al Building••• Show the "R" value !or the -11a and ce1lin9 and related •r•••• Note that th• ineulation u■ed shall coaply with California Quality Standard■• Note the insulation inataller shall poet a signed certificate, in• con■pici0U■ place in the buildin9, s.tating the inaulation cc■plies with Title 24, Chapter 2-51 and Title 20, Chapter 2, Suoc:hapter 4, Arucle l. Note doors and windows, including skyliqhta, be~~a•n condi~1oned ~nd nan-conditioned space snall be Cully -atherstr1pped. Note on the framin9 plan that -■th•r atr1pp~nq. caulkinq or ~••l•ncs au•~ be used to lia1t filtration in the bu1ld1n9 envelope •t the folloving locetiona• tater1or Joints around wiAdove and door !r■-■: between wall sol• plates and floor■, •nd ~~tw••n ••~•r1oc w•11 ~n•L•; penetration■ 1n walls, cailinq■, and floor• for plUa1b1n9, electricity, and qaa l1nus: op~ninqa in attic fl00rs1 and ~II otner openin9s in tlle bu1ldin9 anv .. topu. Not• that doors and w1ndow• to be certitied and l•o•l•d a• coeplyinq with the !ner9y Ragulauon■• Note f•n• exhauat1ng a1r to have back clraft daapera. 0\-4 W\"IVQ:>LO SC..\\6D<.J~ \ I t\U.. \J..) 1 lJ O()u.)~ ~ ?;Jo "S) \J'f-11 \. (i,.\;f\ ~GO ( ~-n. <?o, V\-\-~ ,~') Note at the extar,or "'all fireplace •r1r•ol•c• tOn•v• •1n1•u• 11a squace inches of outaid• air: to have 9la■■ or <Ntal door coverin9 tne ent1re openinq of the f~r•bo•: to nave t19nt-fitting damper with readily accessible control and •hould noc have a continuou• burning pilot Uqnt·. Note ducts shall comply with Chapter 10, 1976 UKC and shall be t19htly sealed with rus~ic or tape. Note at the watar heater location •water heater to have wrap of R-12 external Lnaulation•. Note, where veter heater i a i n unconditiOlled space, the first five f••t of ouclet ~ipe to have R-l wrap. Noto all circulating hot water pipe■ in unconditioned spaces shall be inaulatad. Note that all 9•• !ired heatin9 and coolin9 appliances, showers and faucet• shall coeply with the Energy ?f!iciancy Standards. Show, at~and kitchen, that the 9oneral ~1ng shall have an efficiency oC not lesa than 25 luaen• per watt i ••· !loreacent. Note that heatin9 or c00lin9 syst-■ (except heat puapal shall have an autoaati~ ther1110atat with tnechania■ which can be -nually progra-•d to automatically set back the theraoatat set points tor ,/ at l•••t two period■ within 24 hours. II- Show the size, type and location of u tne space heati n9 (or coolin9l •Y•t- and provide energy calculation• if the ou:put BTU/Hr. eaceed• 45,000 ITU/Hr. output. --., ~I'; a,... acdel for PIW ...,. -tar lleeter ml'-State a9"~ liat. o,u:d-r pools -.. 1t:1 !o■a1l fuel heacers r■q\11re paoL co.,.rs as -11 •• oc.ner en■rff saving dev~c•• 1uc~ •• t.uie ciocx■, etc. -:20-l 4G6 KISC"'..t....\~OS Show a minimum 2" air space and flashin9 between planter and bu1ldin9 wal ls. Sac. 251 7 (e) Specify material to be used ~nder the shover tile. Sec. 1707(a ) Specify lath and plaster to comply with Chapter 47, uac. Two l /4" copper pipes must ~e in•talled t=o• wacer heacer locacion to conveni ent locaci on of !utur• solar panels (City Ord.I Provide sleeves l~oof jac~s l i n roof !or two tutur• l /4" copper ?Lpes co c~nveni anc location of !uture solar ~•nets (City Ord. I Note :~at solar ~•:er pip1n9 is to be lnsulated in areas :~3c ace ~ot ~•aced or ~oolad. !City Or d. I 0 Budding plane •nd co,oplece. ly, _________________ _ Oace1 __________________ _ 0 Buildln9 pl•n• would be substantially correct and COfflpl•t• la •1nor corrac~1ona are -d• at counter. ay, _________________ _ Cata, __________________ _ A uildin9 plans require ,oajor correction• and 0111plet• plan recheck, by plan check n91near, •• required. -,-- ly1 1 ....J ~ ,, Date, 5 \"3t, \ f_>\;. \ \ l! you have any queation■ reqarding thu plan check, pl•u• call ~)'II.A at __ __.C""'!::'"""'"'..._--J_<;;;;;: ___ Co=--o .... \.:..4=;;;;i....;G>=:;...;~:'"-'- w. would al10 be pleeeed to -•t with you, at no cherge, if additional aeeiatance l■ needed. Date1~S- Prepared by1 ~VV) Jurisdiction C 1?12L-;:.,dqc> VALUATION AND PLAN CHECK FEE PLAN CHECK NO. 8,5"-L.J2Lj--~ □ Bldg, Dept. □ Esgil BUILDING ADDRESS -.,5Pl2VC,(3" _sr, , Lor-17 ;, APPLICANT/CONTACT t1/,;c,t1t=1Z .Dar.:;,:::r, 56-ev. PHONE NO. 741-£/-'17 /3 BUILDING OCCUPANCY _)?~3 DESIGNER PHONE 11 TYPE OF CONSTRUCTION _\/:"'---'-JI;./ ___ _ CONTRACTOR PHONE ____ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER L/V//'16-~82'7 ~ 0 ~,00 I:: /..5/,t 9&;~ , / ~ ~PL/-,P ~ /J/, oO --~ 677~ / , ~ck::-,3~&~ I~ 9, rt:> -= :{'5&,l7- 7 Air Conditioning Commercial @ ,. Residential ca Res. or Comm. Fire Snrinklers @ Total Value / {LS-: 3 ot:, ree Adjus ted To Reflect 0 Energy Regulations (ree x 1.1) O Handicapped Regulations (ree x 1.065) .,,..-./ /8,,. 0 0 B uildiri g Pe rm it re e $_--==:>'--'-r-________ ...;._;'------------------ P la n Check r ee__;$:e...__ __ s __ ~_~_._.2.o ____ ..:..-_______ ..:::S ______ _ COM MEN TS._•---------------------------- 8/4/82 I l PLAN CHEC: Nu~;ER Sfl.j)tj AODREss ____ :Zll...3'-1:'-"-/-"'~~:;.a,:;:;;...;;;;..;::a,_... __ DATE 7-11-£) TYPE OF STRUCTURE. _ _.::S=..;~___;s,,O~----~---PLANNING: ZONE: ----- SCHOOL FEES: SAN DIEGUITO / CARLSBAD v,,,_ ____ _ % COVERAGE. __________ _ BU I LDINu HEIGHT __ _..,~r-r+----- FENCES/WALLS ___ ...;..· ~O-+t-...i;;;.... ___ _ ENCINITAS -------- SAN MARCOS ------- REQU1REO SETBACKS FRONT~~1~}1~;~~-~-x-t>;i;~!J'ff'~.,..,-i>-~- S IDE <!J \L · THO CAR GARAGE. __________ _ a: REAR () (v Lu :3 Lu -Lu > >- Lu < a:: C CGr'iMENTS: _________________________ _ REDEVELOPt1ENT A?PROVAL REQUIRED:_·--------------=--- LANDSCAPE PLAN COMMENTS: ---------------- rnv rnm:,m1TAL REQU I~~~~ '11Ze-G\¢0!>' 'l ,Arno~ tl'O ---------------------·- ADDITIONAL COMi\.1ENTS: --------------------- ENGINEERING P.F.F . N/4 ; R.O.\~: ~ LEGAL DESCRIPTION VERIFIED? ~ A.P.N. CHECKEO?~ PARK IN LIF.U Nd,., -·-=-----.:#/29-&J --, . IMPROVE:MENTS: ~~~,tµ_.__ ~-□ O · .... o ... : . ' . B~□ ~ ~ □ . ~.~-ISSUE : ~ DATE: __ ._-;-'-'-)";~:,2.;..;..~_;r"-/2..;:;'8::;.. . .S.;:;__..,. ____ __ 7 . ' * ENGINEERING INSPEC ION -REQUIRED: _______________ _ PUBLIC ~ORKS INSPECTOR: --------- FIN AL OK: -----------DATE: _____ , _______ _ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARll"IENT WILL MAKE ALL INSP ECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) July 17, 1985 Kenneth Mozga 2371 Spruce Street, Carlsbad, California 92008 Subject: Project No_ 13F2-5 Dear Mr. Mozga: Report of Compacted Filled Ground Proposed residential building site 2371 Spruce Street Carlsbad, California 92008 9931 Channel Road P.O. Box 1195 Lakeside, CA 92040 (619) 443-0060 In accordance with your request, our firm has inspected the grading operation and tested the fill soils that were placed and compacted during the preparation of the subject site. The following report summarizes our work and presents our test results as well as our conclusions and recommendations concerning your project. I. GENERAL SITE INFORMA"r'ION The subject site consist of a proposed residential building site located on the west side of Spruce Street, in the City of Carlsbad. A brief legal description of the project is: Lot 17, Los Flores Place according to Map 4662 Assessor's Parcel Number 156-022-1700 Prior to the grading operation presented in this report, the site sloped gently to the west. Grading had been accom- plished in the past. Existing fill, approximately one foot in depth was removed and recompacted during the current grading operation. The site is presently being prepared to receive a single family structure. Mozga J=?age 2 Project No. 13F2-5 II. MATERIALS AND PLACEMENT 7/17/75 The grading operation presented in this report encompassed ·the excavation of the on-site fill soils, proper keying into firm natural ground, and placement and compaction of the fill soils to provide adequate support for the proposed residential structure. In addition, soils were imported to the site, placed and compacted to achieve the desired final elevation. Prior to placement of the fill soils, the natural ground was observed to be medium dense sandstone which was considered to be capable of supporting the newly placed and compacted fill soils. The materials utilized in the grading operation were from existing on-site soils and imported materials which were primarily silt and sand mixtures. The fill soils were placed and compacted to at least 90 percent of maximum dry density while maintaining a moisture content at or near optimum by means of a firehose. Compaction was achieved by trackrolling with a Case 1150 C dozer. Mozga P?ge 3 Project No. 13F2-5 7/17/75 III. TESTS Field density tests were performed in accordance with A.S.T.M. Dl556-64. Laboratory maximum density tests were performed in conformance with A.S.T.M. Dl557-70, Method C. The relative compaction results, as summarized on Page T-1 under "Table of Test Results", are the ratios of the field dry densities to the laboratory maximum dry densities as expressed as a percentage. The laboratory determinations of the maximum dry densities and optimum moisture contents of the fill soils are set forth on Page L-1 under "Laboratory Test Results". The approximate locations of the filled ground and the field density tests are presented on Plate No. 1 entitled "Location of Field Density Tests". IV. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations have been based upon our analysis of the data available from the testing of the soils compacted on this site. Included in this analysis are our visual inspection of the grading operation while in progress from July 8, 1985 through July 11, 1985, field and laboratory testing of the typical bearing soil and our general knowledge and experience with the natural ground soils and compacted fill soils on this site. Mozga Page 4 Project No. 13F2-5 7/17/75 1. The soils utilized in the grading operation were from existing on-site materials which were excavated, placed and compacted, and imported soils which were placed and compacted. These materials consist primarily of silt and sand mixtures. 2. During the grading operation, the natural ground soils were exposed where necessary and properly prepared to receive the fill soils. The fill soils were properly placed, watered and then compacted to at least 90 percent of maximum dry density in accordance with the City of Carlsbad Grading Ordinance and the Uniform Building Code (Chapter 70). 3. Although none of the soils utilized in the fill were considered to be expansive with respect to change in volume with change in moisture content, we feel that it would be advisable to reinforce the footings with one #4 steel bar near the top of the footings and one #4 steel bar near the bottom of the footings. 4. It is our understanding that any buildings will be constructed utilizing conventional type foundations, footings and conventional type building materials in conformance with the Uniform Building Code, 1982 edition. 5. Any backfill soils placed in utility trenches or behind retaining walls which support structures or other improvements shall be compacted to at least 90 percent relative compaction. We will accept no responsibility for damage to structures as a result of improperly backfilled trenches, etc. Mozga P~ge 5, Project No. 13F2-5 7/17/75 6. Compacted fill soils that occur within 5 feet of the face of slope possess poor lateral stability, even though they have been certified to a relative compaction of 90 percent or better. Proposed structures and other improvements that are located within 5 feet of the face of compacted fill slopes could suffer differential movement as a result of the poor lateral stability of these soils. 7. Therefore, foundations and footings for the proposed structures or other improvements should be placed at least 5 feet back from the top of these slopes. Foundations placed closer to the top of slope than 5 feet should be deepened such that the face of foundation at the level of the bottom is at least 5 feet back from the face of slope at that level. 8. Adequate measures shall be undertaken to properly finish grade the site after the structures and other improvements are in place, such that the drainage waters from within the site and the adjacent higher properties are directed away from the foundations, footings, floor slabs and tops of slopes via surface swales and subsurface drains towards the lower level of the building site onto the natural drainage direction for this area. Proper surface and subsurface drainage will insure that no waters will seek the level of the bearing soils under the foundations, footings and floor slabs which could result in undermining and differential settlement to the structures and other improvements. Mozga Project No. 13F2-5 7/17/75 Page 6. 9. Drainage should be maintained such that surface waters are not permitted to flow over the top of exposed fill slopes. 10. In the driveway and parking area for automobiles and light trucks, it is recommended that the pavement section consist of at least two inches thick of asphalt concrete over at least four inches thick of crusher run base, decomposed granite or equal base material. 11. It is our understanding that foundations for the proposed structure will be founded entirely in either the cut or the fill area of the site. 12. The results of our tests and observations indicate that the fill soils placed on the subject site have been compacted to at least 90 percent of maximum dry density. These soils should support the proposed building structures without detrimental settlement, if the recommendations set forth in this report are adhered to. 13. All statements, recommendations and conclusions made in this report are applicable only for the grading operation which we inspected and are representative of the site at the time our report was prepared. Soil Testers is not to be held responsible for fill soils placed at a future time or subsequent changes to the site by others which directly or indirectly cause poor surface or subsurface drainage and/or water erosion which could alter the strength of the compacted fill soils. Mozga P,age 7 Project No. 13F2-5 7/17/75 If you have any further questions after reviewing this report, please call. Page 'T-1, Page L-1 and Plate No. 1 are parts of this report. Respectfully submitted, ~osenwald, RCE 25018 BDR/eg Mozga Page T-1 Test No. 1 2 3 Soil Type 1 2 2 f.g. = finished grade Depth of fill at test in feet +2 +3 f.g. +3 f.g. Project No. 13F2-5 TABLE OF TEST RESULTS A.S.T.M. Dl556-64 Field Dry Moisture Density % dry wt. lb/cu.ft. 10.2 126.6 6.0 121.2 9.8 122.9 7/17/85 Maximum Dry Density Percent lb/cu.ft. Compaction 129.5 97.8 131. 3 92.3 131. 3 93.6 Mozga P:3-ge L-1 Project No. 13F2-5 LABORATORY TEST RESULTS 7/17/75 The maximum dry densities and optimum moisture contents of the fill materials as determined by the A.S.T.M. D1557-70, Method C, which uses 25 blows of a 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented as follows: Soil Type 1 2 Medium brown, slightly silty, fine to medium sand Brown-tan, fine to medium, slightly silty sand Maximum Dry Density lb/cu.ft. 129.5 131.3 Optimum Moisture Content % dry wt. 9.6 8.8 9931 Channel Rd. Lakeside, CA 92040 (619) 443-0060 I ' • •' •.z · -· ·v~ =vr ~- BY ~ DATEVV'Lf' // /7~ ~O\I a,c-F/c-GD ~/~~ JOB NO. /3F3 -5" R-4-7'=" /l/cJ./ I . l ~ARLSBAD UNIFIED SCHOOL DISTRICT □ CARLSBAD HIGH SCHOOL RECEIPT NO. □ VALLEY JUNIOR HIGH SCHOOL RECEIVED FflO~ \I< ~ l'l'J. 'I\ ~ z -l'ila-.:c3 4\. 09417 q.} ;i_l.31~~ \ S''\-Q.. 3 > oo j FOR: ~~~\ frUCe, ~e.K USE OF SCHOOL FACILITIES/RENTALS $ USE OF SCHOOL BUS $ DAMAGE TO SCHOOL PROPERTY $ DAMAGED OR LOST BOOKS $ SALE OF SURPLUS $ INCOME [j' ABATEMENT 0 REl~BUF\SE~NTS Sv~Co\ ~ DATE ~s, ooo TELEPHONE COMMISSIONS $ ____ _ INSURANCE CLAIMS $ ____ _ REIMBURSEMENTS $ ____ _ (EMPLOYEES) TOTAL $~3~)b~Q=O===== CHARGE TO ACCOUNT NO. i -~ t C\7 -____ -_ RECEIVED CASH □ REC EIVED BY(]~~~ • CHECK a--~ \~I ~ \ .. ,.