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Home My WebLink About2607 Levante St; ; 86-616; Permit"' z 0 ~ .. "' .. ... u "' 0 g[ ~ ... z 8 "' "' 0 ... 3 ~ "' z ~ z 0 ~ ;\ z "' .. ,. 0 u "' "' "' " "' 0 3 ~ I hereby affirm that I am llcensed under provisions of Chapter 9 (commencing with Section 7000) of Dlvls1on 3 of the Business 1 and Profesalons Code, and my license is in 1 lull force and effect I hereby alf1rm that I am exempt lrom the Contrac lo<'s License Law for the following reason (Sec 703' 5 Business ana Proless1ons Code Any c,ty or courty wh,c,, re qu,res a perm,t to conslrucl a lie• ,mprove, demo ,sh 01 reoa1r any structure, or,or to ,ts issuance also requ,,es !heap ol,cant lor such perm,t to Irle a s,o~ed statement that he rs licensed pursua~I to the prov1sIons of 'he Contracrnr 1 License Law (Chapter g commenc,ng w,th Sec11a1 7000 ol D1v•s1on 3 of lhe Business and Proless,ons Code; or that rs e, e'l1p! therefrom and tne basis to, the a'legeo exemo1Ion Any v,0Ia11on al Secllon 7031 ~ by an aopl1r,m1 for a pPrm,1 s.I0 1ects the applicant to a c,v,I penally of not more tnan f,ye hJn 1 dred dollars ,:S500) '. as owner ol 1he orooerty, or my employees ..,,,h wages as their sole compensation. wIII do the work ard 'he slroc lure ,snot intended or oflered for saIe 1sec 7044 B,mress and Protess1ons Code The Con1rac1or's License Law does not apply to a~ owner of property who builds or improves thereon and who does suer, work himself or through h,s own employees. provided I hat such ,,.,,provemen1s are nol intend ed or otfe,ed for sale If, however. the bu1lt11ng or improve menl ,s sold w,th,n one year of complet,on. the owner·tJU1'der w,I have the burden of proving that he did nol bwld or Im 1 prove for the purpose of sale) I, as owner ol the property, am exclus,vely contract,ng w1lh licensed coniractors 10 construct the pro1ect (Sec 7044 Business and Profess,ons Code The Coniractor s License Law does not apply to an owner of prope<ty who builds or ,m proves thereon. and who contracts tor each oroIects with a conl'actor(s) lrcense pursuant to the Contractors License Law) As a homeowner I am ,mprov,ng my home. and the follow ,ng condIt,ons exist 1 The wor• ,s bemg perlo•med oroor lo sale 2 I have lived ,n my home lor twelve monrhs prior to completion of th,s wor• I have not claimed lh1s exemption dunng the la>t three years I am e~el"lpt under Sec ______ , B & PC for this reason I hereby affnm that I ha,e a ce,t,t,cate of consent to I sc'f •esure or a cert1l1cate of V<orkers Compensation In-! surance. O' a cemf·ed copy the,~Sec 3800. Labor Code! I POLICY NO 7..36"-:stO 1 cos"" 5,n'T'ii: FIA.cl._ i<.. Co~, ,s fl'ed with the c,ty Cert1hed copy Is he·eby turnIshed CERTIFICATE OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE 1Th,s section need not be completed ,f !he perm,t s for one hundred do:,a,s ,$1001 or less) = I cerl1'y that ,n the performance of the work for which th,s per,r,,t Is issued I shall not employ any person ,n a~y manner so as to become sub1ect to the Workers Com pen sation Laws of Cai1!om,a NOTICE TO APPLICANT. If. after making this Certlf1cale of Exempt.on. you should become sub1ect to the Workers Compensatoon prov,s,ons of the Labor Code, you must lor1hw1\h comply w,th such provIsIons or th,s permit shall 1 L be deemed re,oked ![ I ~ereby affirm that there Is a cons\rJtt,on lend11g age~cy lor \M pe•lormance of the work l◊r wr,ch t~,s per m,t Is issued (Sec 3097 C,v,I Code', _enders Name Lender's Address_ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL 1:;._ INFORMATION WITHIN SHADED AREA AND DECLARATIONS CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 APPLICATION & PERMIT BUSINESS LICENSE # I VALUATION PERMIT NUMBER ·-,oaAOoR~6/J/ Let/lf'4 e_V.ST.RO. NEARESTCAOSSST. lOATEOFAeeucAT<ONI I /=,/,_ BLOCK ~UBDIVIS!ON """"..., CONTRACTOR I CONTRACTORS p -"-=-=--, ,_ , -, -I I. - t,, ' ti '"{.Iv' - /?3 ➔ONE• I ZONE Ou~ -tJt?f OWNER'S PHONE / V. #&I £-df../'-V Sft,L_ CONTRACTOR'SADORESS. STATELI( ---7-"/.21 5e-p11J'ltf &A,v 'ENSE NO. J1ze1~1 OWNEli'S ;JAILING ADDRESS/ i'Jw L ~--1 s t,,A l''f//'< 'f e U, ?' / ? f 2. DESIGNER , J OESCRIPT!ON Of WORK ,d £,,,-,, DESIGNER'S ADDRESS 1---------SEP > e fLR ELEV vC "'□ I PARKING SPACE: RES UNITS GRADING PERMIT ISSUED l RE OE VE LOPME NT AREA 3 '?cf Y □N □ yc"'t/ QTY PLUMBING PERMIT -ISSUE 15D --r:;. 1 QTY I MECHANICAL PERMIT -ISSUE -;s EACH FIXTURE TRAP ;:j .2 :i.;:'.. 1: / INSTALL FURN DUCTS UP TO 100 000 BTU r/ EACH BUILDING SEWER OVER 100000BTU EACH WAHR HEATER AND OR VENT NO STORIES I TYPE co/'/',,(/ ':?-oc ----;z:- ' DESIGNER'S PHONE STATE UCENSE NO. I 0012 UDl iL., Jc,/ 8...,_ -·"" 0?3 EDU I ace LOAD FIRE SPF' vO r-.(ty"I Not VahdUnlesrMachrneCertd1ed /\ SUMMARY/ACCOUNT NUMBER BUILDING PERMI~ 001 81J-00-0C-8??8 .5"/'l SIGl\i PER'v1!T 001-61U-0U-0U 8221 PLAN CHECK 001-81 0-00-00-882.1 333 - -. t, -·"-,: __ , :~ ~~ i ;;t t ~•• "' o,eeessoo "' ", "" p?-..._~-0.--___ +SOILE_R-.CQM.~RESSORJ15HP 1 ___ .,_~:,,·: . ~ I METC,L FIREPI ACE -c--..:,;;;;;;;,<'" ~ EACH INS'.~l--~-~~._R_E~A_l~~TER PIPE -1· .: ~ ~' VENT FANSINGLE DUCT #= / '/ EACH GAS SYSTEM l l040UTLETS EACH GAS SYS I EM !:I OR MORE TOTAL PLUMBl 1~G '" "STR CAL Q0 1-810-00-00-8222 OG 1-81 ~1-00-00-8223 •--- .%~- 3-s.::__ MECHANICAL JO 1-810-00-00-8224 ~.;,_ - EACH VACUUM BREAKER ~-: / MECH FXHAUST HOOD DUCTS _ ~::_, 1,1 "OBILEHOME. 001-81 C,-00-00-8225 WATER SOFTNER ----. ~----------- QTY ELECTRICAL PERMIT -ISSUE en, AD 001-8 ° 0 • :,o • 00•8226 880-5 ° 9-92-33 II I ~ELOCATION OF EA FURNACE HEATER I vuLMn 1' / DRYER VENT ------:i-:-:-STRONG MUTIOr>.i 1---_J-· -~ TOT kl MECHANICAL I 0'1): FIRESPR~Jr<LtRS 081-810-00-00-8227 ,----- -_ -TO!Al PIUMBINC sto: ' i 1...1. / -PUBLICFA[;:JT'ESF~~*2G-810-00-0D-8740 I = I r , / 00 I sR,□GE FEE 360810-00-00-8140 . .'.5 3 0 -. ' ') • I QTY.! MOBILE HOME SETUP PARK-lfHIEU iAREA -- FA::1-1 rwm nR,\'~J ,:~Js11:~, I f-- NEW CONST EA AMP swr eKR ~ /Jrrrp I .5t'_ -_j_ ; CAR PORT TIF -134-s10-oo-oo-ss3s __ I PH -; PH '/ , 1: i AWNI\JG _ _ ~ _ LA COSTA TIF _ 133-810-00-00-8835 6 Z~ - E~IST6LOGEAAMP,SWl6KR ' /GARAGE FMF I PH ·i PH -+-. ------;.:.., -LICENSE T~X-,_ci_~°._~!-S10<D-~0-0162 3 -i--f~~ REMOnEl ALltR PfR Clfl[UIT __ ---~ _ l _ MFF --10!""'" _ 88D-5i9-_9_2_5_7-+-------- TE',~PPOLE !OOAMPS ~-! . OVER 2UU AMPS - -- - l EM P U [CUP ANCY I 30 0 A Y SI _ _,_ __ ,___ _ _ _:,_,--<• '7G'-J---..L----;1~--l''f"~-.C lOIALf.LlClHIIAI s-~~ I CREDIT DEPOSIT l;;:--0~i?-"">-: TOT AL FEES PAYABLE I ~ 5: /)f"J 1'J- -~ - I HAVE CAREFULLY EXAMINED THE COMPLETED ··APPLICATION ANO PERMIT'' AND DO HEREBY Bu,ld,ng Olhc1el under lhe prov,s,onsof!h1s * AN OSHA PERM:T IS REQUIRED FOR EXCAVATK>NS OVER CEATiFY UNDER PENAL TY OF-PERJURY THAT ALL INFORMATION HEREON INCLUDING THE e null and void II lhe buildong orf work 5· o·· DEEP A.NO OEMCXJTK)N OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY ANO AGREE IF A PERMIT IS :i1'~~n ;i~hda:esr~~~t:u~~n~e~u~; STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED TO COMPLY WITH ALL CITY. COUNlY AND STATE LAWS GOVERNING BUILDING CO~< c.,"""""""':-"'-""'--"""""""-"'"-'""'.l ,oe,•eos"•''--"'oa,c•u,•e'C•OSd'--20Cfof8eO,Ll!d••<•L---t----------------... --------,,---~ STRUCTION WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND n _,r1 APPROVED BY ~ KEEP HARM.LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND OWNER CONTRACTOtt,,__ DATE . u. EXPENSES WHICH MAY 1N ANY WAY ACCRUE AGAJNST SAID CITY IN CONSEQUENCE OF THE ,:"/';~~!'(: <t~U.1--<~ ?' B O -I/ GRANTING oF rH1s PERMIT ~ •, y PHONE -I / r_ a.,., tJ ~ u. ~ ~ 0 0c E w :,.. ·1 :'2 0 CJ C rn u 0. 0. <l'. I ~ C a: 0 w w w w w <l'. I 3 0 m >- w u C rn C Li: ~ C w ~ CJ 0 u w 0c w C w £ ;; • TYPE I DATE INSPECTOR -.'l 8'G., -(.,, ((,, BUILDING I I ,~<~· ~-- FOUNDATION "--.. I -REINFORCED STEEL ,, / , r,-. , I MASONRY ' ., ' GUNITE OR GROUT I SUB FRAME □ FLOOR □ CEILING - SHEATHING □ ROOF □ S~EAR 1"2/JPlh r_ FRAME I !.//,,.:,/,' , , I EXTERIOR LATH ,, ' I /) INSULATION 7~."41 l:?/g/1'1 rr /1 ' INTERIOR LATH & DRYWALL ' "" ,,:..,·-/n .Cl / ' ( I FIELD INSPECTION RECORD :i.'"' <-:....,_ :,t.1_-•. ,, REQUIRED SPECIAL INSPECTIONS ' J., ,J, INSPECTOR"S NOTES x~~---a"l_;.'T -· \ .. fl 1f · .... . INSPECTION REO IF 1NSPECT08.<S: /tPAn~ : '·c. 'i Vf"A ... A ~,~ .,, -.LA.l"'.r ..L.. , ,-u ,J~ CHECKED APPRoy_.,;,t•' -,,.A ·• V . I / --) IA • .', --r ,• .. ·;·::,;.l:;¥w ~-•• 81 --✓,;:.~"--:.oLA-SO!LS COMP(_:ANCE ~:)~· ;, :-_;: ' .. < , PRIOR TO . .:: . . ,. , , ~ 4.lu t.ell7 avl' F-OUNDATIOI\I INSP ~ < ,~ -u .-I I A J,,"' -• •e .,I . -s./~ "T'6 <I~ --~ --------·· -•... , -,) ,L/ STRUCTURAL CONCRETE: . · .• t"-rl. ·~~,, ---.•. .A /'..2 . _ ... ~ ~ OVER 2000 PSI ' ~. .,. I.(. t,_ kJ , I PRESTRESSE'D CONCRETE POST TEN~-IONED CONCRETE -- PLUMBING I F-IELD WELDING C:: SEWER AND BL/CO D RL/CO /) . ·----r-11GH STRENG1-H UNDERGROUND □ WASTE □;WATER 1/7/}'1 7 -Bot Ts TOP OUT D WASTE D WATER 4lz,ftln ~ ':iPfC1AL MASONRY TUB AND SHOWER PAN I ' ' -GAS TEST ' 1---, h~ /,,.., I+' I □ WATER HEATER □ SOLAR WATER I I Pl:_ES CAl~SON~- ~-·---------------; ------ I ~ ~ --~ ELECTRICAL ' D ELECTRIC UNDERGROUND fl UFFER ROUGH ELECTRIC I 'i-71-2:2/i,-, I~ -------- □ ELECTRIC SERVICE □ TEMPPRARY ' ', . -----------□ BONDING □ POOL I . ' I MECHANICAL ' ,,, -------t---. --·--~---- □ DUCT & PLEM., □ REF. PIP!iNG 7/1.,7/r, r' I ~--HEAT -AIR COND. SYSTEMS I I I -- VENTILATING SYSTEMS ' I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL : PLUMBING "'-' ELECTRICAL "'· /) MECHANICAL ~. J_,.,, 7 GAS \. <1/JJ. I BUILDING ......... SPECIAL CONDITIONS "\ ~ FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 6-616 DATE: PROJECT NAME:---------------------------------- ADDRESS: PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: _____________ NUMBER OF UNITS: CONTACT TELEPHONE: _______________________________ _ :;,rcr•uJ. 44 DATE ~{12/?7 APPROVED ~ INSPECTED: DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: ----------------------------------- Rev. 1/86 WHITE: Suspense BLUE: Water Dlstrl g , CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-616 DATE: 5-L2-87 PROJECT NAME:-----------~------------------- PROJECT NO.: _______ UNIT NUMBER: TYPE OF UNIT: _____ d _______ NUMBER OF UNITS: nt. INSPECTED DATE 5'/L'J/8] APPROVED V BY: INSPECTED: DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:--------------------------------- S Eu)(::/L. Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineer! g CANARY: Utilities INK: Planning GOLD: Fire I ESGIL·CO-RPORATION 9320 CHESAPEAKE DH .• SUITE 208 SAN DIEGO, CA 92 I 23 (619) S(iO· 1468 DATE: JURISDICTION: , 1r-t o F LA)'.2 I b P.P:.,Q OP PLAN CHECK NO: 5?Co -G. ) to ::rr:: QFILE COPY QUPS QDESIGNER PROJECT ADDRESS: PROJECT NAME: ' 2 , i=:, Y2 • r /:>. TTAUlf: /2 c~E.. D • □ □ □ □ □ 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 a-;:> Ili£--f'rUl'xUtfp bttfET are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. · The applicant'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 has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: HNl--f::: (r,,J rntFll>:,LL ) ( {}fYL """'()LJ U,,,,-..JP'S il.-EDUE..!4 Date contacted: r2..J11ol '.'?26 Telephone # q'-{2-0§,0 '-I REMARKS: l,)OTE. ID r z,;,µ,N<-:r 'JJE-f:C ', ntE: E?f)/1 ,Y}ll\}f..,... {DNEil;rvY AnPhJ tb'r:~ c tl£:.NCtfO SU/~-1:FtJ;---{ o/!-,JL-E.... By= ,J;/11.,v,AL'-< a. X4~pclosures : _________ _ ESGIL CORPORATION n .. J ;B/Bro ' (1; LA,-..._ '\,r:,I ,I} ~•-=-...i......L.. ,.__. ' ,= ... 'y-., I'-i ~.,.. A ~ .fir,. I( PrJ ,I: t,.._, .SM-I ,:St...L-. '\ .,r::JO "11:-2..2.<::. .~ ... .1-,-.,,.,/'\ -r-/Le,0 rl,._ .,,, 7-2. s . 2..1 ., ' "' .-.. " , _. L-E.IO 01 .._ Jr-. , ... n1. "--. f • . .-. ...... .n _.,,,.,, ~.._, f:>;f-I ~~-JI n ~ //,j J/...J V ' ' ::, I ~ II) ,c.._,-..ILL .JJ ~"'""',AT""'· ~, "--'"""•' '2,_. .ic LJ ' ,:,._,._,a &... -w,,-.,\0 -lo -" ,1'.)·-· -of=.-),oj..U ~"1. T-1 P.. . ' 9• ' Ll, -vi..-en. II '-., S l+-'i-.., . 1o\ ,,_,....,,._, 11•~ -•--l \ I'-~•I ---~ , ' ' -,:::, ,=rr ~ ,no:-~ I [;, • ", trT"? ,_.,\ I. ~-re-OLI Fovt-J -' -•-. ' -.. ,., . . ,A ._ .t-e.-SLA"'-I ..._ r ' • / , _ __, I}-,", == ---. .,... ... -() ~ "' ' ,i'J~,.., II. ll""'!l.'T""C"'lA . ,. -·-, >,rtf"A (Y "-.U.. ' \ • ._ ,A--.A I • II TJ.-1-J::,,.-n,. --.P /'T<-..,E._ I\. ,A I"'!'" ........ I._ 1•-2-"-D l1t.1C...IJI J\._'j]t-11. \ ,pr-,/') .--. ~,,.,.,. _ ... ~~ /,.,.,,:, l. re. ·-• • ,L,\ rs \ ./ . .,,.,,...., ,.._) -nw .,.,, -., >' I ,, ' .. -1• \, oL 1n c=' 'Co..)"'-.J ... ,oe:,O ► l \I:" ID f ~..._, , ...._ I r -' (, A..-r---• ___ ., _,... -. \ ,L~T""° ..... 01rT1 1 -.r uof' o:c:.. ---. -,:-;;::, ~. ,-r-td-" . o,-.0 -• --Ai . LA• I<:.. '7 ,,.., -·--·-' ~tr, -:a.,. . • v,..-,;, • ,,,,. .._,A._• -,ti!_ .. I A J ., .... ,,_ A , , I r1 ~Al~ .. ....,~ .... _.,,_ -:Z.0 I X."2.-0 (B AT ~.,., nn,-J? "'-....,... ,, , U_.A.._ 0. \. = --· • e.J?~ ,-·-1-<-I 17 >tt: J lFN-ltLY / , --. ,_.,,,., ~ , Y 14 -·" PI~ ,,,. '' .._ · ,,--t: .-..1. J _...,.._ .l '11. ,, ...... ,P1 "'~ 1 ('T . . ,.. .or-, ,p-1 l',.>-] l>.J .n,1c: ,, .. ,..., ~ \/), --·~ .,,, "' \,...J' I I , , /-/ \ j ~ I I . V I"{ If . J / "-------- ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: t,,lOV£NBE & 2-?;, t9>¾, QAPPLICANT g::~sDICTIO~ JURISDICTION: CITY OF CARLSBAD CHECKE PLAN CHECK NO: ?ib-(6 I b -:c-§FILE COPY UPS DESIGNER PROJECT ADDRESS: 2 0 Q 7 l E I/ At:--LCE r,.;, ,-- 5 ,l=, o. PROJECT NAME: □ D □ • □ • □ II The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified---------~~---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person, The applicant's copy of t:1 be-IL IV I D:t£ p.;.,., LL • , 4\ 1200'8 the check list has been sent to: 29-:2..'7 bE..r.::rP,.8-JA 't!A'-.1 tA~, / . ./ Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did been completed. advise applicant that the plan check has Person contacted: H f#.,.1<., w, :ot:f jf ALC 1/b.) Telephone # o,L/2~ OCot) Lj Date contacted: I REMARKS: ________________________ _ BY : d4::2:n:,n j,fa I a .. i, <1✓cJ.v... J ESGIL CORPORATION 11)10/i 6 ENCL DOE:VE.L..Q"HE" N'f!\-L "£/i!!..Vtt...£> -5.tt-T I /2..38 ::, ~ lOf't Cf= 6Q1L 14::.n,12.T l=O y.:L LA lD s. 77'<-- ffi )[1±: W:c¢:/ \ 8b-<o 16.:C-.Pt.\11 Clllll:a: II). _ _:;.;:__:::..;...,:.. __ ~-- m, M&:~IL \JITitf};:A./ 'h'12-7 f>f!?fA:12..1 A vJ,-._y DtEl'IDIII II). _q.,_y...._.2..=--..,.Q"-'~=...,'ol,/~-- mnsuns: Y Of1/fl efM.EJyfN Qf K-l! K--Efz 2 ttl: (I 2,,7£o3? 2-) Lot"':f S2F :E-PU BE-f'OK.:C"' /-A: ce::&a:6-: ~v77't-v,-.;, r-#j PlllJIICr AlWISS: -:2..1.,0 7 L.EIIA-NTE. s,-- PLQ (:Uip-■ I HII §RP]' Data plans received by jurisdiction: Data plans received by Esgil Corporation: . ·····--·---· Data initial plan check completed: Applicant contact person: M~ \'J (TI:¼E"ieAlb:alaphona: -,4 L. -Ob 8 '-/ Plan check is limited to technical requirements contained in the Uniform Building Coda, Uniform Plumbing Coda, Uniform Mechanical Coda, National Electrical Coda and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present california law mandates that residential construction comply with Title 24 and the following modal codas: 1982 UBC (aff. 7/1/85) 1982 UPC (aff, 10/1/85) 1984 NEC (aff, 10/1/85) 1982 llMC (aff, 3/1/85) The above regulations apply to residential construction., regardless of the code editions adopted by ordinance. The circled items need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations, Per Sac. 303 (c), 1982 Uniform Building Coda, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i,e., Plan sheet, snecification, etc. Be sure to enclose the marked up list when you submit the revised Plans, JID'D: PMlZ 11U11i1itS ARK IID'I DI SIQUiltC& AS PAGIS BAVIIIG II> IDIIS IIDDIIIG o+itil I l<lllS -1111 rnD. carlabad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLAIIS (,) Please make all corrections on the original ~ings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, C&lifornia 92123, ( 619) 560-1468. 7" Please make all corrections on the original tracings and submit two new sets of ·prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department; /. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. /Plans, specifications and calculations shall · be signed by a C&lifornia state licensed engineer or architect. (C&lifornia Business and Professiona Code). /. Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302 (c). / Provide a statement on the Title Sheet of the plans that this project shall comply with Title 2i, and 1982 UBC, UMC, and UPC and 198" NEC. 0 Submit fully dimensioned plot plan drawn to scale showing location, size., and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. :'."\ Section 302 (c). (H''-T!I-E:-f C:,)Cl'::>1) 2 3/25/86 rndicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 ( c) . B. J'IRE ri0■@:n1.11 /. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1709 (a)). ✓Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section soi. (a) and (b). / Plastic skylights shall not be inatalled within 8' of an exterior wall located where · openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. /Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section l 710. Q Show location of permanently wired smoke detector, centrally located in corridor leading to sleeping rooma or above stair if sleeping ~ri0 on up~ level.c:,~i':»l~c.ro~ OV~liO~ ~vi!!.. ~~~3, ...v,< A smoke detector shall be inatalled in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. c. JPlf IUP, µcm, YP!II:f"'II AID GLAZDG ~bitabla rooms, other than kitchens, shall contain at least 70 square feat of floor area. Section 1207 (b). ~indow area 111.111t be at least 1/10 of the floor area and a minimum of 10 square feat per Section 1205 (a). Appears to be deficient in 8 Opanabla window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feat. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 ~-ft. (Section 1205 (a)). ( i<-l rt-,l-t-E.a...J ) ~t least 1/2 of the c0111110n wall 111.111t be open and have an opening not lass than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). ~ Required windows shall not open into a roofed porch unless the ceiling is at least 7 feat and the longer side is at least 65% open. Section 1205 (a). ~ Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if requiracl opensble windows are not provided. Section 1205 (a). ~ habitable room, other than a kitchen, shall be lass than 7' 0" in aey dimension. Section 1207 (c). / Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). ~ow ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 3 3/25/86 ~ion on the plans, the 30" clear width for water closet compartments and 2.4." clearance in front of water closet. Section 511 (a). /specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. /Glazing, in the same wall plane as a door, 111.111t be safety glazing if within 12" of the door and less than 6011 above the walking surface, wilass the glazing is leaded on faceted glass. Section 5406 (d) 7. /Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. / Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4411 above the floor. l'he window must have an openable area of at least 5. 7 square feet with the minimum opensble width 20" and the minimum openable height 24". Section 1204. /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. lhe mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room lielow except for posts and protective walls or railings not exceeding 42" in height. Section 1716. /4 lhe loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. D. JPD:, ffl!PMfffl:, MP PPiIP ~loors above the second story shall. have not less than 2 exits. Section 3303 (a), / Required exit doorways shall be not lass than 3611 in width and not less than 6' 811 in height, and shall be capable of opening at least 90 degree■• Section 3304 (e). ~ovida 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 611• Section 1711. ~Show how guardrail connection details are adequate to support 20 pounds par lineal foot at a right angle to the top rail. ?able 23-B, _,)S< Provide stairway and landing details. Section 3306 (b) & (c). a. Maximum rise 8" and minimum run is 9". b. Minimum headroom is 6'611• c. Minimum width is 3011• £ ill handrails par Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. llanclrail shall be 3011 to 3411 above the nosing of treads. c. 'l'he handgrip portion of handrail shall be not less than 11/411 nor more than 211 in cross-sectional dimension. (Sea attached). 4 3/25/86 , 7" Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). ~ door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). ~door may open inward at the top ste~ of a stairway provided the top step is not more than 7 1/211 lower than the floor level, Section 3304 (h). ~Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 30 inches. ~Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. ,Jd; Spiral stairways may not be used for required exits when the ares served is grestar than 400 sq. ft. Section 3306 (f). ~ Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). /. Provide I.C.B.0. Research Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). ~ 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 feat horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). ~terior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). ~The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). It. IIWl'.Q§ ~ecify roof slope. / Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). r.;;;') Specify roof material and application. '\ ~tar 32. (u~p,.--,Me;,vT J ~ Specify I.C.B.0. or U.L. approval number 'i?r' roof materials not covered in U.B.C., e.g., ~•~ta, etc., Section 107. 11'-E. 5 3/25/86 / The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. 7 The minimum slope for a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. ~ecify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. /. Show roof drains and overflows. Section 3207. G Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. ~lastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. /. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. ~Q~.- required area and area pr9yided. Section 3205 (c). .,_ ,wpm: / Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37 • /. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. / Show height and construction details of all masonry walls. Qiapter 21+. /4 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over I+' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 21+11+ (a) 8. ~ Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. y. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). J9<0penings between carport and residence require self-closing doors and stationary windows. Section 1211+. Q Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Qiapter 23. NOTE: MaxiDIJm shear panel ratio of height to width is 3 l/2 to l. ?able 25-I. / Doors may open into the garage only if the floor or landing in the garage is not more than 1/211 lower than the door threshold. Section 3301+ (h); 7" Provide an 1811 raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). y. Show a miniDIJm 2" air space and flashing t Le:P-1~ between planter and building walls. B. ffllllllArIIII k@•W<f-•W!S ·~ ~ Section 2516 (c) 7. C\ Ffl-clr-1 cVl2--~,eJl: ~ Per soils report, note on the plan the "' G. GAPP AIID CARtggs soils classification, whether or not tht soil is e expansive, and note the allowable bearing value. Garage requires one-hour fire protection on Section 2905 (c). garage side of walls and ceiling common to Q the dwelling. ?able 5. B. Section 503 (d).Sf.ELl~P-/ 75. The foundation plan does not comply with sM,]J r,i:E..-,. "'°"" ~ f'lJ:>o/1!. ro 14:t>F'-TIH"'t e soil report recommendation for this project, tto,,_, TI\-\':> f11t-0ret..no,_, I~ ""'-tti£1JE.P I, , ~ J,'(: All elements supporting floor above garage, lease review the report and modify design, including walls supporting floor joists, to have notes and details as required to show one-hour fire-resistive protection on the garage compliance. side. Section 503 (a). / , _,,;n,. Provide notes on the foundation plan Show 1 3/811 solid core self-closing door listing the soils report recommendations for openings between garage and dwelling. foundations, slab and building pad preparation. Section 503 (d). ✓ Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 3/25/86 / '.l'he soils report recomnends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: 1. the building pad was prepared in accordance with the soils report; 2, the utility trenches have been properly backfilled and compacted, and; 3. the foundation excavations, fomings and reinforcements comply with the_ soils report and approved plan11 • ~ow height of all foundation walls, Chapter 23, y< Show height of retained earth on all foundation walls, Olapter 23. /. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3, r.:') Show foundation bolt size and spacing, ~tion 2907 (e). L. Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 ( f) • ~f required by structural calculations, show size, i.mbedment and location of hold down anchors on foundation plan. Section 2312 (f). ~ If hold downs are required by calculations, note on plan that hold down anchors llllSt be tied in place prior to foundation inspection, Section 305 (e) 2, ~ Show adequate footings under all bearing walls and shear walls, Section 2907 (b). ~ow on the elevations, stepped for slopes steeper than 1:10, Section 2907 (c), footings ~ If cut or fill slopes exist, show distance '7foundation to edge of cut or fill slopes and show steepness and haights of cuts and fills, Chapter 29. !!>l¼-ov-J ~ l""OOn >J "t-"=-~ -~ Show mini.mum 18" clearance from grade to &=-NE.. ,=E:.E.1 1-jl>J 1>-J~=-nt£_..)"O!'.)~ /'• ; '=.,J;-1'"~ FILL£:..I:) c.i--t'l-oul'--'O e,LOI"£._,;., bottom of floor joists and minimum 12" _.ar. Note on plans that wood shall be 6" clearance to bottom of girders, minimum above finish grade, Section 2516 (c). Section 2516 (c) 7, ~ Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f), /. Dimension foundation per U,B,C, Tabla 29A: lli!!ll Suooon,ed* Stem1taU Width !lmlth l 6" 1211 12" 2 8" 1511 18" 3 1011 18" 24." *Foundations may support a roof in addition to the floors. Where only a roof is supported, .use foundation for one floor. 7 3/25/86 Q Show pier size, spacing and depth into undisturbed soil. Table 29-A, ~ 'Pf:>.0. ,o? F'--~ ~(,," ?9'-'"""' f ~'-/ ,(2.JI OE;.€.r, _ ___...--::: iP<-e.."'--"•t:..-c...-« A II' { re-.1 ,)#3. Show minimum underfloor access of 18 ' x 24", Section 2516 (c), /. Show minimum underfloor ventilation equal to l sq. ft. for each 150 sq, ft, of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c), ~Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25· 12. Section 2516 (c). I. PRANQE ~ Show 1/211 minimum clearance between top plate of interior partitions and bottom chord of trusses. (:ro ensure loading will be as designed). ~ Show double top plate with mini.mum "811 lap splice. Section 2517 (g) 2. r.::'\ Show wall bracing. Every exterior wood ~ wall and main cross partition shall be braced at each end at least every 25 feet of _,.l6C Show nailing will be in compliance with length with l x i. diagonal let·ip braces or~'-"=-?able 25-Q. equivalent. Section 2517 ls) 3,E,F',L,ll... €". 1 E: V ~ A-Lo,__,C:, F,c,,._, ... \IL.~ /<..IILttE/J (u.::>rJD)Q • Show or note fire stops at the following / Note cross bridging or blocking. Floor Ul.o0 ocations per Section 2516 (f): joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). ~ow blocking at ends and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. /. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). ~ Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. /, Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. ~ Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are. not parallel. Section 2517 (h) i.. /, Show rafter purlin braces to be not less than i.5 degrees to the horizontal. Section 2517 (h) 5. 8 3/25/86 a. b. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. ~ Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 xi. and 2 x 6 max. 10 1 ; Kon-bearing: 2 xi. max. ti.•, 2 x 6 max. 201 • :rable 25-R-3. /studs supporting two floors, a roof and ceiling nust be 3 x 4 or 2 x 6 at 16" o.c. ?able 25-R-3. ~Note an A.I.T.C. Certi£icate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). Q Detail all post to beam and post to ~ing connections and reference the detail to the plan. Section 2516 (m). C¢.. LA-1-L-Cl.l1 ~w ~ o,...J n+E_. -fLANS. .,RC Detail shear transfer coMections, including roof and floor diaphragms, to shear walls. Section 2513. ~ Speci£y nail size and spacing for all shear walls, floor and roof diaphragms, Indicate required blocking, Maintain maximlDD diaphragm dimension ratios. (Tables 25 1; J, K) and Section 4713 (d). ~ Show 311 x 411 or 211 x 6" studs in first story of three story building. Table 25-R-3. ✓-Provide truss details and truss calculations for this project. ~ Provide roof framing plan and floor framing plan. Section 302 (a) 7. /. Provide framing sections through Section 320 (a) 7. e Speci£y all header sizes for opaning over ~ wide. Section 2517 (g) 5. r Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. ~ Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 9 3/25/86 /.' Show on the plans all structural requirements developed in the structural calculations. ~ Columns and posts located on concrete or masonry floors or decks exposed to the weather · or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. ~ Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. fo Show location of attic access with minimum size 2211 x 3011 • Section 3205. ,>t<-Show draft separation for attic areas between units in a duplex, Section 2516 (f). ~ Wood stud bearing walls, with studs at 24" o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates i£ supporting either floor members or roof trusses that are spaced more than 1611 o.c. and do not bear w~thin 511 of the supporting stud. Section 2517 (g) 2. /specify plywood grade and panel identification index. Table 25•N. ~ When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). ~ foundation cripple wall studs are less than 14" framing shall be solid blocking, Section 2517 (g) 4. }'3( Cripple wall studs exceeding I+ feet in height shall be 3 inch by I+ inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) I+, A Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. '/ Show a weep screed at the foundation plate ✓i:: on all exterior and stud walls to be Z . Section 1+706 (e). Show corridor width to be minimum 3611• Section 3305 (b). ~ Specify truss layout for 30" x 3011 attic 'access. ~idges, hips, and valleys shall be at leeat one size larger than supported rafters. Section 2517 (h) 3. /. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical code. ~ Show the size, location and type of all heating and cooling appliances or systems. /. Show source of combustion air to furnace, per Chapter 6, IJMC. ~ Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feat above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211. 10 3/25/86 /. Show minimum 30" daap unobstructed working space in front of furnace. Section 505, IJHC. Q Note on plans, clearances to be per ~acturer's listing. Section 501+, IJHC, / Furnace shall not be installed under any stairway. Section 701+, UMC. ~ Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 701+, IJHC. ~ Show I,C.B.O. approval number for prefab fireplace. /, Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 IJHC. ~ Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 21+ inches wide. Section 708, IJHC. ;/. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, IJHC. ,)J4. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. ~ _;✓.Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. E. P-PVICAL OVeIJ!PJ: Pl!'iIBJCAL 9Pll All wiring shall comply with the National Electrical Code. / Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. ~ Show .location of all electrical receptacles. Y.Electrical receptacle locations and/or spacing is not adequate in ________ _ 7" Show at least one convenience outlet other than outlets for lsund,:y, etc., outdoors, in garages and basements. NEC, Art. 210-52. . ~ote convenience outlets in bathrooms, outdoors, and in garages and basements ( other than for laundry and similar equipment) shall be GFI protectad, NEC, Art. 210-8. ~ote electrical system ground to be provided per NEC, Art. 250-81. L. PID1BDlj (liiflliii fflMBll'C QPI) G Show water heater size, tYpe and location on plans. UPC, Section 1310. ✓ Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 /,rue1 combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. ~vide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. y. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). ~ovide dryer vent to outside. UMC, Section 1903. /. Note on the plan that hose bibbs and lawn sprinkler system& shall have approved backflow prevention devices. UPC, Section 1003. %-Shower stall shall accomDOdate a 30" circle and have a minimum floor area of l,02~ sq. in. UPC, 909 (d) • r Show details of duplex comDOn (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (S'IC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. /4 Show how penetrations of assemblies for piping, electrical devices, receljSed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. ~ Provide insulation in walls and ceiling to achieve S'IC of 50 between garage and living area if garage use is not controlle.d by resident. Title 25. JI. JPffi! • ,-,,e,41911; PJMSI IMP State regulations (C&lifomia Admin. Coda) require that the design satisy one of the attached alternative energy packages or sul:ait calculations. l'he law also requires that many mandatory conservation items be satisfied. / Show on the :ritle Sheet of the plans, the required elements of the alternative energy pack.age that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. ~Iha plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected pacl<age, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her· state ~ Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, ''Mandatory Energy Conservation Requirements". a Show the size, type, make, model and ~tion of the space heating (or cooling) system and ,~evi4e heali lass ta~cviatioAs if the at1'1tt1ti B;W,'Jt., aaaaeds 'ti,000. (L.-Ot-1.)?1--, ,....., ~ >-' 1m n-£A,1 ~ C ., 1 !-">) o. @run s.,. ,D, & IJIJPf.D. SOPPUMpr ~ Energy conservation design should be for Zone 7 See attached energy packages. ~loor drains must have auto-prime (city policy). )if1': Note exhaust fans cannot be ductless type ( city policy). ~ew residential units must be pre-plumbed license number. Section 1403 of :ritle 20. for future solar water heating. Note "two roof jacks must be installed" where the water heater Show on the plans the "R" value for the is in the one story garage and directly below s, floors,.J>•il~U: rel~~;,,~,:' ';;~0 the most south facing roof 11'-l c..,i;:...11.-1"""-'!-,.._. b c;.,,-c. --, ,c.~ (City Ordinance No. 8093). Q Show double glazing as per Energy Design, ~ ~lazing Schedule. ~-Note "two 3/411 copper pipes must be ,,,rtf. Show on the plan how shading requirements are satisfied. 8 l'he plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 01 JTI,d t:-' E. 12 3/25/86 installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). , ~ All piping for present or future solar ~er heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). /. Incorporate the waterproofing details, on the attached Policy so-a, where interior living space occurs below grade at the masonry wall(s). Q Show on the Title Sheet on the plans, the ~rmation required by the attached Developmental Services Sheet 102683. ~11 new residential buildings, including additions, require a soils report. Please submit two copies. ~eavy timber framing, minimum 611 x 10" beams and minimum 811 x 8° post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). Q Please see additional corrections, or ~ks, on the fel:leuiRS page. "flt-I":> The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact TuH:A:1?-tr Fl~ at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438·5525. Thank you. Enclosures: 2. Cw-=( ot=-GJD/1._£., FDf2._ Lt:,.,,~ ✓-UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structure• (Sec. 18.04.230). Show compliance with uac section J203(e). (."';:;\ City Ordinance 9792 require■ two park-0 ing spaces/unit with clear area of 20'x20' i.e. no washing machines, etc .. Show compliance. · @) IF (;ef:£ N:rf"' < Flt Jt,,)Gt- b TI? ff ,c.,.....:iJ>rt:e= k2 • ) -:z.. X lo c,-.J · 9 2 4 11 N F ~::::(N-Jt-Jll-.)q- !2>' b I/ App,!£ F&N II ';:I I r-tN.L I ts:? F Q VEf f:e'A.N!--E O · N f::::C? bttoU brz,E oF- f:£ANN16¥:>t-IS ID II ovc/'2-- ErJTI?---'-t r"':> ~ H-: M£ (6]:~~AM ;f:l>,:t:,lb)' 1-'.l(;r I 'o '/.a. E::t 1P PE ovE lfkT1?E56FI? B?9v1op;;. ts <A' (t:\,J1AT1ov ,Oo/\J:.,. AfJO o•vt:NE f2 5Y ,,._ Lit e>-.)6.Et2 &£-/;.,l½tE< :r- ol(l EWCpµE-E6 N,JO Hf".\lE . U:l::IS. l,,)t e-t-cE /'.2 J'rf~nr.J 02-£.fMlE, &J:J'.2 :';,I~ nt£- fl W bttFFT pf:\OIA,)1104:- IJH'? BF.AM QI½ f".r2.QV10,E &I::-? Ak?EQVM:EJ ';-I Sl"Z.£-1? NF"ttf;Eie. , llv QE:'?1<-t=N)!Y(F' ·, !I 12 ee~ / f£E:. ff<Dot-J 2Sc (.., ~) 13 10/6/86 Date, 11)2o/5G • Prepared by, Tj F/br -tt:FJL- CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE PLAN CHECK NO. 'ob-bJ-b BUILDING ADDRESS 2-to C) t WS\/f-:.~T£ S1 a Bldg. Dept. a Esgil APPLICANT/CONTACT HA!?¥:: Je:,>1ntElft"::LL PHONE NO. q LJ-z-Ob8l/ BUILDING OCCUPANCY I~---~/ H / DESIGNER PHONE II I ------TYPE OF CONSTRUCTION :::JP: I\ ( CONTRACTOR PHONE. __ 1_1 __ _ llUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER I JV I. V,. k ,n ,-.~ -i.rz.J fl' .frsc I 1-i..s, l~"l -&..,A.""-r-C'° -:2..CJ'l'f 411 L tlf <;",S8b ,. ,-,., I,:: 1/J i,::: "" --,, LL l'I Co'f &s,~ ~ J, 07'?) Air Conditionin~ 1,;0mrnerc1al @ ' Residential (ii Res. or Comm. Fire Snrinklers @ Total Value 4/ 13/ J 'QO~ ree Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x l.06S) · Building Permit fee S ___________ ~ _______ e5_)_"3_,_o_o __ _ Plan Check ree S S "b33,L/$ --''---------------------"'---=-.=....::;._...:....;:__ CO H HEN TS._• ---------------------------- 8/4/82 , D □-.!! .. c e?, 07 lovo,114 S:1 DATE 1/roJr(7 PLANNING ZONE: g .. \ . · TYPE or PROJECT AND USE: S Ft:::>· SCHOOL DISTRICT: SAN 01pmno ~, ENCINIT~S ~ CARLSBAD _ SAN MARCOS SETBACKS: fRONT ¢E:; SIDE C,/C. REAR -~----- DISCRETIONARY ACTIONS1._,.,),1e.,l1,.1;,i.;;:;___, __ __, ____________ _ REDEVELOPMENT PERMIT REQUIRED1,-1dl::l-"it-~--------------- LANDSCAPE PLAN COH1£NTS1._,-L,;r!: .... l1;;t,. ________________ _ ENVIRONMENTAL R[QUIRED:_,F-+/>-.__ ______ .,.._ ________ _ COASTAL PERMIT REQUIRED: YES ____ NO 'X ADDITIONAL COIIIENTS: ____ .....,. _______________ _ ENGINEERING LEGAL RtQUIIIEMENts LEGAL D£SCIUPTION YERIF'IED? ► APN CHECKED?..;~~-=---,.., _____ _ EASEMENTS: 1'<me,, ~ RIGHT-Of'...wAY: ~ EDU'Sr /..Cwo DRAINAGE: o/( ~ ~ IMPROVENENTS1 f✓ ~; = p,tr~d( Mft & INITIALS: ,,n.t PARK-IN-LIEU QUAOIIANT: iJ/lr: , f"EE PER UNIT: • TOTAL f"EE:._~ __ Wo..""'-"---- P,F'.F.1 N/ft fRAF'F'IC IMPACT FEE PER UNIT: l67tJ TOTAL f"EE: ,/;670 JACILITfES MGMT. f"EE: ?Ylt,i... j,t_-BRIDGE & TIIJROUGHF'ARE FEE: .J 630 Wwr~~CTION): H<f t•e4?e~WER LATtML: &ere '. ADDITIONAL CCH£NTS1, ____________________ _ > DPD2:DPD6:10/24/86 I . SAN DIEGUITO UNION HIGH SCHOOL DISTRICT RNeRt-H"Afl-iJNi €>N-S~HOO:h--G-I,6!1'-Rl-CT 189 Union Street Encinitas, CA 92024 Telephone: (619)753-1152 ~ication of Land or Fees for School Districts (Title 8, Division 2, County Code) TO : '!he City of car lsbad 1200 Elm Avenue carlsbad, CA 92008 Plan 01.eck No. Effective =oa-te,--=P-ai-=-· d.,,....,,P .... lan-"'""Oleck=-...... -Fee---- * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PROPERTY OWNER'S NAME ___ ~L~a~r~r~vJ-..~a~n~d~C~aur~oMli..._.aS~t~o~].] ________ _ ADDRESS 8300 GJ eocrest Dr, , Sun VaJ J ey, CA gl':filMHONE 818 767 5703 PROJECT NAME (if applicable) NA -------------------- PROJECT LOCATION 2607 Levante Street, Carlsbad, CA 92008 ASSESSOR'S PARCEL NO. 216 -------- TOTAL NUMBER OF DWELLING UNITS--=l=----- Applicant ~ ~~ ' Signature 180 40 qh@b Oate * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * School District Certification No. bedroans/like roans ----4 I certify that the requirenents of Title 8, Division 2 of the County Code for school facilities dedication of land or fees have been satisfied for the above described project. ) Signature of School Official -z-- Fo r Dr. Rodney Phillips, Coordinator SAN Decerober 3fiite 1986 SCHOOL * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * NOTE TO ) A review of one set of plans is APPl..'LCANT) required by the school district. ENCINITAS UNION SCHOOL DISTRICT 189 Union Street Encinitas, CA 92024 Telephone: (619)753-1152 J:edication of Land or Fees for School Districts (Title 8, Division 2, County Code) TO: '!he City of carlsbad 1200 Elm Avenue . carlsbad, CA 92008 Plan Check No. Effective =oa-te,--..... P-a.i...,...· d-=--"'"P"""'lan--Oleck=---.--Fee-- * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PROPERTY OWNER'S NAME Larry and Carol Stoll 91352 ADDRESS 8300 Glencrest Dr. , Sun Valley CA TELEPHONE 818-767-5703 NA PROJECT NAME (if applicable) ---------------------- PROJECT LOCATION 2607 Levante Street, Carlsbad, CA 92008 ASSESSOR'S PARCEL NO. 216 __ ...:;;;.;=----180 40 TOTAL NUMBER OF DWELLING UNITS ___ .____ Applicant @,(,-,7/~1~ ' Signature * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * School District Certification No. bedrcxms/like rcx:xns -----4 I certify that the requirenents of Title 8, Division 2 of the County Code for school facilities dedication of land or fees have been satisfied for the above described project. flu✓ ~~b;u' Signature of School Official L--- DONALD E. LINDSTROM December 31 1 1986 · Date Title SUPERINTENDENT * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * NOTE TO ) A review of one set of plans is APPLLCANT) required by the school district. F<lff4NO, 01-021 01,t,111iut1a11: ••t tt • Appltuot Ytl 1011: Dhtrtct '1ok: A,pltu•t 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 CON- NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance 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 same manner as property taxes. If the six-month construction period extends into the subsequent 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 com- mences 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 closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the po int 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 APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. In the event unusual construction conditions occur, such as blasting, jack hammering hard rock, dewatering, etc., the applicant shall be liable for any cost over and above the established charge. 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'SNAME Larry & Carol Stoll MAILING ADDRESS: 8300 Gl enc rest Dr. Su n Valley. CA 91352 PHONE NUMBER: 818-767-5703 SERVICE ADDRESS: 2607 Leya nte TRACTNAME/NO. ______ LOT# __ _ ASSESSOR'SPARCELNO.: 216-180-40 TYPE OF BUILDING Sf NO./UNITS_l __ CONNECTION FEE: $,____.,_l .....,5:c...,0::.,:0:...,:.•-"Co=o _____ _ LATERAL SIZE: ·EASEMENT: ____ _ EXTRA FOOTAGE:--@$ __ -1 Foot __ _ EXTRA Dl=PTH: --@$ __ _,Foot ___ _ LATERAL FEE ___________ _ INSPECTION DEPOSIT ________ _ PRORATED SEWER SERV. FEE _____ _ TOTAL ______________ _ PAID BY: CASH ___ CHECK #_4_3;_4 ___ _ The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. 12/18/86 Date (for Mark Witherall Co ns truction) B. Sa vill Rec'd. By 18366 Account No. Ref: 15 S. PERMIT 1 BENTON ENGINEERING, INC. APPLIED SOIL MEC HANICS -FOUNDATIO NS 6741 EL C AJON BOULE VARD SAN DIEGO, CALIFORNIA 9211 5 PHIL IP HENKING BENTON PRESIOENT • C IVIL £NGIN£ER Apri I 11, 1969 Rancho la Costa, Inc . Route 1, Box 2550 Encinitas, California 92024 Subject: Gentlemen: Project No . 68-11-23D Results of Field Density Tests Taken in Backfi II Soils la Costa Avenue -i'.!.. ... s ·-~il.'."1J '~ft"1.,· -t,:,·11 rg! OUm,<' n ,NO ':'C I. ~--~-,__ ---.,. --San Diego toun·ty, tar ifornia SAN D t~GO, 583-5 6 5 4 LA MESA, 469-5654 This is to report the results of eight field density tests taken in soils placed as backfill over storm drains in La Costa Avenue duri!l1 the period between March 17 and April 1, 1969. The approximate locations at which the tests were taken and the fina l test results are pre- sented in the followi!l1 tabulation: Maximum* Approx-Field Dry Dry imate Depth Moisture Density . Density Percent Test No . Location of Test % dry wt lb/cu ft lb/cu ft Compaction Remarks 140 141 142 214 274 275 276, 286 Oppos.ite 1 foot above 17 .4 105 .0 114 .3 92 .0 Reworked 3/4 Lot Line top of pipe Opposite 1 foot above 14.2 111.4 114 .8 97. 1 Check on I 1• 3/4 lot Line top of pipe Sta. 31+40 1 foot above 15 .5 108 . 1 112 .9 96 .0 top of pipe Sta. 30+90 1 foot above 13 .9 109.3 114.8 95.2 top of pipe Opposi te 1 foot above 13 .8 109.5 113 .0 97.0 Lot 23 top of pipe Parki~ Area .l foot above 14 . 1 105 .4 108.3 97 .3 Opposite 23/24 Lot Line top of pipe Opposite 1 foot above 14 .9 112. 9 120.6 93 .7 Reworked 24/25 Lot Line top of pipe 116 .0 Check on 12i Opposite 1 foot above 19 .2 111. 0 95 .7 24/25 Lot Line top of pipe * Some of the maximum dry densities shown are combinations of two or more types of soil I i l 1 Project No. 68-11-230 La Costa Avenue La Costa Sou th Unit No. 1 -2-Apri I 11, 1969 LABORATORY TEST RESULTS The maximum dry densities and optimum moistvre contents of tfie major fill materials as determined by the A.S. T .M. D 1557-66T method, that uses 25 blows of a 10 pound hammer fallirG 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 Dark gray silty clay Greenish gray silty cloy Yellow-brown silty fine sand Yellow-brown silty clay Ugh t brown si I ty fl ne sand Ugh t brown si I ty fine sand Brown si I ty fine sand Respec tfu 11 y submitted, BENTON ENGINEERING, INC. (~~ Philip H . Benton, Civil trij"ineer Dis tr: ( 1) Addressee ( 1) San Diego County Ergineerirg Department Mr. Jack Kel lhofer B EN TON ENGINEER ING, INC. Maximum Dry Density lb/cu ft 118 .0 110.6 116 .0 114.8 113 .0 103.6 120.6 Optimum Mois- tvre Content % dry wt 13 .6 15 .7 13.2 14 . 1 13.2 15 .5 10 .5 -~) -.. ) .. ,----···. ·-··------·· ---· .. ·-·····. S E P M F • D /', /.-\ I: r. O 1--! u /-. •· . AHC.1111,r.T r l,Y • L/1. JOU A, C,',1. IF01:i-:i,, .., !J. Jl -------···--· ··-·----···---.. -...... _, 8r:NTON El-!G I Nl-~E nt l'!G. I NC. Af'l'LlflJ !,(,fl Ml f •tAt:ll ·, ,c.u,,..oATIUN~ (>-,41 tl. (AION l .ft11!.IV,'hlJ f,AN lH! (,Ct, (.At tt c,,,,-,tA !t] 11~ PHll.lP t"l".:i-..•.• .,, l ,lt410N r,alllUt,._• . •;. ......... lltl June: 23 , 1?09 Ranch::> L.:: Costa, Inc. Route 1, Eo.l( 2550 Enci11il:::\, California 92024 Subject: Gcntl~rr.t.>11: Proj.~ct No. 68-11-23D Fi n,11 Re:port on Compact: ·.4.ll!!~J G rou nJ lo Costa South lini t No. T ·: lron:ho lo (o!;to, Coli forniu I } ' t:•r• Ou r.n !18J,:SG54 L• ML'"' .o\C.1>-:U,54 lhis is to report the result~ of te:;f;) onr.l obsc-rvalior.s mad~ in order to i11:'p:-ct the compaction of fillcJ ground ploct'd on certain urcm of L.,,t:; 1, J to 7, ir,clu:;ivc, ·1,: to 25, inclu~ivc, 34 to 3?, inclu;ivc, 43 tc., •io, in.::lu~iv.:-, 54 to 58, inclu:i11c, 62 to 72, inclu:.i·:c, C2, 83, (M, Bq, 87, 8?, 90, 1l0t.:::, 120, inclu,iwi, 122,123, 131, 112, 1~1 to 151, inclusive:, lb6 t<> li'7, incll•~ivc, 181 to 13-1, incb~ivc, or.J P0rtion~ c.,( Lo Cl,.d :1 ,\vt:nuc·, Nuvcmo l>tiv~, Vir.jo Cu~~illo V/,,..,., N.Jcvo Ca:.till.:.i \'-lay, Sevillu Wuy, l.e:v.:ink StrLd, G"lic.io V.':,y, or.d l.c, (ll?u;',u Plue~, l.oCc.,:.ta Souto Unit No. 1, Rancho Lu Costu, Colifo rniu . lhc filb Y,cre plo~e:d tlurina ::;c,p!.:rio:.I .. between February 4, 1969 a rr.I May 2, 1969. lh~ approximate orccs ond depths of filled groun.J placed .unJe; our in~p~ction in accordance with Inc app,ovc:d specificotio11s arc shown on the uttod1cJ Drowiro l'lo. 1, entitled 11locotion of Comp:::ic,ed Hlle:d prourJ. 11 The groc.lir~J pion ust:d for the placement of fillc:d/ground was prepared by McIntire f., Quiros, Inc. dat<:J January, D68. The rpp,.,x irr.aic.? ll)Cu ti ons ot wl,icl, the tol!> ,•,('rt· l~1ke:n and 1:w fin~I , ..... st re!.ults ,,re presented on p:oc N.:>s. I. hl 19, indmi·,~:, un:br tl,e "ld,k of lut f:<. .. ,ults .. " llic llJL CJru tory dc tormin-1-. tior~ vf :!ir. m~::-:ir1u111 l!ry d,,n·i tivs or,d c:r,ti:r1u111 11.c,i~t.ir( c<>nlc-11~ of ILL" rnoj~r fill niut.::riols ore prc•cnt..:.I on p:i.1c N:->. 20, ltii:l,,i tl,L' ''In! ,,111f•Jty ·1,.-!.I f!,:::.ulb.11 ~:c,:1,t• (,f Ilic• mo xi rnum dry dt:n·-i;io sli,,w11 i., 1:1<• 11 fc1!.k r)f lt·,t f:,:·.,db" v,,:rt· u,;r,l.in~1liu11~ c,f th ·~•·. 11.c lc!.1:; w.:re; tukcn duri1:1 ti.c:-v,~cLlr r,::rioJ) in-Jict1t e:J ldu": k ~t N,111,l,cr Vlt•d. I 11di11J I ,,., 8, l11::-l11~iv,: rl'i,ruorr U, 1'/~,c; 9 to 2'/' i11d u~iv,· f·clirurn y I~, I lW,9 30 I l l 37, inl.lu,ivc l"cl •1u:11y ✓?, l'H/) :iti I j ('' I I I I i 11c I u .• i ·.•e /.~ur d1 (:~ 196',' 90to l~i'J, i,,,.l11>ivc Mwd, l ',' J'l(,7 1-W t,) 1:1 1, i11:. l.i~i v1! Mc,rd, 'J'/, l'/6'J Jy). to 25i' I ir,·.lu~i vc II; II d I i''l, l?(i'1 ....... \ ·J ) •'i'r,'Jc::t 1-.!o. l8-ll-~3f) -2-.Ju,,·! ?.J, l?(,'J · lo Cos IIJ Sou ::1 U,li I No. \ I Test NJmbcr 25S t0 352, 353 lo 433, 434 to 46 l, 46? Iv 485, 486 to 506, inclusive inclu,ive inclu,ive incl u;ive inclusive Wee-I~ Endi ru /\pri I 5, 196? Apri I 12, 1969 Apr! I 19., 1?69 Apri I 26, 1969 May 3, 1?69 'The fir..:;: ,.::suits or tc:~ts ar.J observations indkat'-' tl,at the compacted fillt!d ground has been placed ~ti:) pl!rccnl of 11·,E: maximum dry dcr,sity or grca!er. It has Leen dctcrminZ:d that the fill mat~;i.Jls, cor:1po.:lcJ to 90 percent or the rnaxir,,um dry density, have a safo Lcarii~ ,,oh1c of at lccit 15 JO pounJ; p~r squa,c foot fo r_onc foot wide continuous footinJ!; founded at 0° minimur.1 depth and placcJ five feet or more insida the top of compacted fi !led ground slcpos. If footin;s ere plocc·d clo~er to the expo~!)d slorJ~S than 5 feet irnide the top of compacted filled grO'Jn:i dop~s, tht:se shoulJ be dccpe?n.?d on:! foot l-clow o l 1/2 hori:-:.ontal to 1 vertical Ii 11~ projected outw.:.irc.J and downwurd from o point 5 fo.:-t horizontally i~icfo the top of compacted filled uround slOpi;S. Tests indicate thut the comp-:.ictccJ Filled ground is odcquolc to sati!;foctorily support the propo~.Jd one and two story wood frame: Jwclliros without dc:trimcntul s~ttlcments. r'· In our report of lht:! orioinol investigation corduclu<l at thi!. suLdivision, {P,ojl!ct f'1o. 60-2-2C 1 doted Mmch S, 1960), ,,·c stote:d thut scmc silty cloy om.I sar,Jy clay !.oils hud been found on l ,· the site that v.~rc ·cxpcmdv~, crnJ we rt·co;nrncnd~:cJ tl,ut each lcit be imp::?cled clurir19 o, ofter \· grodiru to cJ~termin~ tho~c lots in w!iich sud, c;~p::mive: soib cxi!>t wiildn tl,c upp~r 3.0 for:t. )_ This h,1s L£-t>n Jon~, c:rl-1 the follovlir,.:, 101; l,cJV.:i L:.wn foun.l to c:onkiin polcntiully c>:pon,ivc -! soils will.in rl,c.: Uf>t..,~' 3.0 foct. Lot N :1.;. Lot Nm. Lot l'-J~s . 1 to 97 to 170 JJ H 1, i n ::h1·;ivc 1 (:// I ·j I\C I 11:. j 'JC ~ lJ/i I i11...:lu~i ·1c It is fcc.:.:i;r,icnJt:J thJt tLc foll0wir.::, spociol d~:~ian precautions Le taken for the houses to bo conslruc.tc:d on the CJbo-1~-listccJ lots: 11 1. lsolut;;d in:c:rior pier; !.hc;uld n(>t Le u~~d. Conlinuou) foolir.:,~ !.ll()uld be used tluou~h,:wt, ur►J thc:so ~liuuld I..: f'k,ccJ ut a mi11iir.um dcplli of tv,o fret Lclov, the: lo\,~St oJjuc;~nt t•xt~rior fir;:il oro~•nJ surfucc. .. ..... ____ :--:- 2 . I!, info,c,· unJ i1,t..:1c<mn :ct rnnti11·1·1u:.lr with !>led La,:. cill int<:tior 01r:f c:xtt.!dor f,,..,tir,,;!. v.itl,. t~1.1 C4 I,,,,~ ol :: i,,._i, ...• ~,Lov~ Ilic lJ<>ll<>r11 uf oll fo~•tir,JS u1d two /'4 L:11~ 1,LKc,J I 1/2 in.:.ht:~ I, :1,,-., tlie lnj> of tl.u ~tw,,:; c,f 1L;: fo,,tiru!.. 3. u~~: r.:i i•,,·,1 \','11(1,I flw '>I!> .~l1rit.:.;,·111 l..:tw:·(:n c.cmtl111J(1:Js foc.tir· ,~. Of rc:i11forcc oil c.,,,, .n ·t•.• ~lul !• .,.,j )L. /, ;: /,_ 7 1(1 11(1_ '"' 11:11 wire rol,rk, 1111,J J•I () ,Id;: Cl ,,,i 11im111n of 4 l11:li1 ~ <.,f 1.l1:u11 su1d l,·•n.•.:11;1 c,ll c:c,11-:rt:lc.: sl11L:.. J'l(lvi,h: u 111c,istvw l,orric.-r 2 i11;k-~. l,:.l,w; ~t-.!.~ l1t,l<:1 ll vi1 ,.1 we,,:. • •• I • I ,, 1 I t •l •· t • t •. II, f ) ' , I ,. . -.. n v 1 '-"°, , , , • -•· Lo Cosh1 South Unit N,J. 1 4. Scpornlc gc,t<.!;J<! 1k:i,, fr0m p~rirndcr foot! r(J \ l!y. ~,J_..i 1ir.t._ :l_d_d~,)'!H or ..:o,utr1Jdion fdt or <.·~1ui.,,11knt, t..> allow ind1:p~r'l'.l~nt rnov,!m~nt of aorc~o slol.s rt·lotivo to pt rir:r:..•fN footir'(JS. 5. Provide po1i tivc drni n,1::ic owoy from oll p!?rimc tr1r footi r.gs to a horizontal dis tone~ of at leo;t 6 foct ou tsidc the house wc,lls. In adJi tion to the fillcJ grour.d plc1ct:!d or.cJ iMpcctcd within Lo Costa South Unit No. l, the, was on ort10 of fill opprox imut.,ly 130 feet co;t of the cost end of Navorro Drive. This area f: shown on Drawing No. 1, or.J th.:> t,1sts tul<~n within the orcu ori) Test Nos. 257, 250, 264 a, 270. Rt?sp ~ctfully submitt~d, BENTON ENGlt·JEERING, l~K. . .. ) -.. B; /-Y} It -; ~li7.-c...~---- M. V . Pothi~r, Civil Ervine~, (•n AdJrc,;scc (2) t-.klntirc & Quirv~, Inc. Att.:ntinn: Mr . Gw 'I Cu111b,'!y ( l) l,ick Er'(Jincurira (2) San Dh~o Curnt; l!uilJi n_i lrupcr.:tion Vista, California -moiled 1-9-70 I I I , , •I,• t .1,•,1 t t I.ti • I •• , /I