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Home My WebLink About2353 Levante St; ; 85-180; Permit~ 7 r--. ~-0 u 1 hereby affirm that I am licensed under ,visions of Chapter 9 (commencing with ;!Ion 7000) ol Division 3 of the Business and Professions Code, and my license is in full force and effect L,c No-----Ciao, ~ ~ ~ ~ ~ u ~ I herepy a1t1rrn lhat I a<n exe-n.it 'rom the tors License Law !o' t~e lollow,nq reaso~ ,Sec Bus11ess aod Pro'eso,ons Cooe Any c,:, o' count, wh1cc re quires a perm,t 10 co1struct a ·e· 1r:1:·0·1e. de'"•Jl'S". or repa r any st·ucture pr er 'C 1:s ,ssuan:e als8 ·eou1'es !heap pl.:a~t lor such pe'm1t :o f1'e a s,onetJ staterient lhaT ·e ,s 1,censed pursuant to :he, pro,1s1or,s ot 'he ConTracor s License Law !Chapter 9 commenc,oq with Sr.cr,on /CO~ :if o,·,,s,on 3 ot the Bus,ress a~d protess•:10 Cc~e, or Thai ,s e•-. emp: t0erefrom anC lhe ba s for ·1e aliegea e,em":,on Any v,o:at,an 8' Seclion 7031 S ; a~ app11cant 'or, ;ierm•T <;•,b elts tne apol,ca~: to a c,v,I 8e~alty o' r•Y more than '"eh ,r d·e~ dol,ars i'$500,> ov,ner at tne property or my err1ployees wt" wases ffi s eir so;e com;iensat1on w,I. do !he ,.o,·, end ·ne struc- 0 lure ,s not ,nterded or otfered for sa e I Sec 7044 Elus,ness ..J and Professions Code The Con•ractor s Lice0se caw does 3 not apply to an owner oi prooer'y w~o bu,:ds or improves c, thereon and who does suer work hw1self or lhr~ugt-h,s ow, i: eriployees provided that such •mproverr,ents are nol 1".tend w ed or ottered for sale If, however !he bu,ld,ng or ,morove-z ment ,s sold w,th,n one year o! complet•on. !ne ~wner-bu11de' ~ will have 1ne burden of orov,ng Iha: he did ~ot nu,ld a, 1-.-0 prove for ·~e purpose of saleJ as owner o1 the property, arr exclus,ve'y con1rac ns ·w,11i"l,censec contractors to construct the p'o1ect ,sec ?044 Bus,~ess and Professions Code The Contractor's License Law does not apply to an owner ot property whc builds or ,m proves \hereon. and who contracts for each pro1ects with a contraclOrlS) license pursuant to the Cor,t'actor's License LJW) As a hor1eowner I am ,morav1ng my rame, and t~e 10110., ,rg cond1t1o~s ex,st 1 The work ,s be,ng perfo'me~ prior to sa e 2 I have lived ,n my home tor Twe,,e months ;mor T~ complet,on of tn•s work l 3 I have not cla,mea :n,s exer1p1,on auring the lasT t~ree yea·s I am e,emoT under Sec _____ _ tcr this reason ____________ _ B&PC z 0 ;:: :I z w ~ ,. 0 u "' oc w " ~I I I I ' ! r j~ 0 I heret,y aflirm that I ha,e a cect,f,cate JI, o.-,serT to sel!-,nsure or a cert,!1ca!e Gt WCHker~ Compensa.lfon lnsurancr or a certd1ed ~opy •tiereol (Sec J81XJ. Labar Code\ POLICY NO COMPANY 0 Copy ,s !lied w,1h !he city 0 C..rt,t,ed copy ,s hereby turn,shed CERTIFICATl OF EXE:MPTION F-ROM WORKERS COMPENSATION INSURA"'CF (Th,s sect,or need nci be :ornpleled ,, •he ~errr,1 ,<, to, one hunCreC1 dollars :$100, c;r es~·, O I cert,•y •ha• ,n thp pP<'or,nan•p or i'W ... nn< t,1r ,,.h,ch 1h15 perm,! ,s issued I shall nol emp1,,, dr1, person "' anv -nannf>r <,o a~ tc l>eCOfT1e ~uD•ert •, •he Workers Comper,s.at,or, L.a"'s :::>' Cd1,tc,rn1d NOTICE TO APPLICANT 11, a11er m.:,u,a th,~ Cert, t,cate of E•empt,on ;ou should Decomf' ~ub1ecr '' lhe Wor1<ers Compen5at,on pro,,s,ons ol The L.atx,r Code you mus1 torth,..1!h rumply with ~u', ~ pw.is•ans or lh,s perrn,t shdll bf' deemed re,,,~,.d 0 1 hereb)' afflfm l~a, 1ne-e ,~ d ,y,s,lruc•.csr• ,ena,ng ~<;1ercy to, thl• per',,, .. ,~,,, e .-,• 'he ,..,Jr~ • ,,.~,ch !h•S pe,~,, ,s •~~ued ,Sec l091 r:cxlP ,ender~ Nae1e ___________ _ Lende• s Address __________ _ __ .. ,,.n l"UINT PEN ONLY & PRt:SS HA.KU 1 CARLSBAD BUILDING DEPARTMENT 1200 Elm. Carlsbad. California 92008-1989 (619) 438-5525 APPLICATION & PERMIT ' -I -4--I ~RESS l AV. ST.RO. NEAREST CROSS ST. 1 .;!i::>5 €..-00--.---le_ r•Tvl :1t;i1 BLOCK $" 1 ,,., r,-;:CTOR I OWNER'S NAME OWNER'S PHONE , W l \ ; ,_., ;;-+, .1-/,.s 7 _ 5 i .;i..'=, r CONTRACToa·, .ooaes, I OWNER'S MAILING ADDRESS 1 SJ-\.-04--Ge..,-, es S-e. '1-----'--'---''--'----"'""-=C.:..-'-=====4 1 ioESCR1PT10N OF WORK I J-..0-.Jo ll"'-9 d-0 ~ 7 DfSIGNEA DESIGNER'S ADDRESS ;~Lfi~N BUS!N,SS LICl:NSE # CONTRACTORS PHONE 11 LICENSE ND LICENSE,; --------------------------------------4 I ----0½-~ l,a_)<___ DI s; ,c..\.-~;::-NO STORIES /) t<awiz;:i: ~~ OCC GP EDU vl: -.,□ ---""- I CENSUS TRACl GP LANO USE: GRADING PERMIT ISSUED REDEVELOPMEr,,,T TYPE CONST ace LOAD I FIAE SPF> VALUATION ;Jo to. 39 s- ZONE PLAl'-I 1.0. # STANDARD PLAN It PERMIT NUMBER 2~-,aa BLOG USE CODE BUILDING SQ. FOOTAGE 3toJ.:;,___ 9 AREA I YON <J ,V v □ ~o Not Vc1lid Unless Machine Certified : QTY PLUMBING PERMIT. 1ssuE _77 c· I mY. MECHANICAL PERMIT. 1ssuE 3 -~ SUMMARY/ACCOUNT NUMBER 1 INSTALL FURN DUCTS UP TO 100 000 BT --;-BUII_DING PERMIT _ 01-00-00-8220 ~~S"(_j OVER 100.000 BTU SIG"! PERMIT 01-00-00-8221 ------------ PLAN CHECK ____ 01-00-00-8805 '1---+--TOTAL PLuMB'NG 01-□□-.-o-□-,-,,~,-+----'-d-'~ : EACH GAs svsrE~J UR ~i0RE(2_.' r;,·-s -----ro~--ELECTRICAL __ 0_1-00-00·8223 EACH IN_S_T_A~ -A-Lu~-.-REPA;-WAT ER p1PE ---,..---~----MECHANICAL _01-00-00-s.,,2"'2"-'-+----~"'-=--1 1 EACH VA-CI.JuM BREA_K_ER ---s-v □1•00·D□-s225 I WAHR SOfTNER RELOCATION OF EA ~URNACE.HEATER : -L-,-,-,-R-oc-,r-,-,.-,-,,-, ,-.. c.;-;-;l-,----+-------+---------------------t-----'--7lt;d~,£H~c¼"-'""''-'""--:- u:-oo-□□·_8.226 80-92-33-0519 01-00-00·8227 1 TOT{;.L MECHANICAL STRONG MOTION 1 1urAtP1uMR'"c --~ ~. FiStelilNl.eli1986 11-c~-.,,;.~-~~~~~~~~~-~~edc'-"*-""'F-~~~~~--~------aalaaa-~-==--.f / :1 PUBLIC FACILITIESRt -32-00-00·893] 1 QTY . ELECTRIC~ PERMIT -ISSUE 3 · ; QTY SOLAR· ISSUE ~GCileCA SBAv--· --i ---- 1 __1_ NE'HONST EA AMP SWT 8KR \ tr() I\ ' '20 -_ COIIC:[•)Rc , ft., r,nnuUff,P~SIRCi Sl:RVS. ---c __ _ ·--- - \:1-\--._4-S -a 1 PH J PH v I * A, . STCRAJJ~ -A':~s Carlsbad 80-92-21·0,05-''9,_L---------~ Enc1nItas L. -r ~ -80-92-22-0519 FXIST liL'rJG EA AMP SWT flKR lJ• i ROC~ S!C1RA'.Jt. f-'' 1r,1J ~i Cl'J r:H'Cf( FE't .. _J__ ---- 1 PH ]PH r ... rr .I\,,,,,.,, - RU,100_EL AlT_t.~ ~~CUIT \ k -~ II \.\ J'~ __ 1E',1PPOLE /()(JAMh IV , \. i ------_ ------------ ' OVER200AMPS ~ J \ -I -LICENSETAX01·00-00·8162 -San01eguito J.--"f'V--_8D-92-23....:_0519 San Marcos 80-92-~24~·~05cclc.9-' _______ _ -4 I .J,. -r-.-q ,-, : -1 E.MP OCCUPANCY 1 30 □~--/ I . -------------M-F-F 80-92·57:os1~Q ""YY\ ·w-p -\__ --' . 1 1 CREDIT DEPOSIT 7 ("3~S-4f;, I HlTAL ELtL!RILAI !' !OT.ii.I S()[AR TOTAL FEES PAYA I _, 1 ,. 1 '-..-,: I BLE 51D I. ~ I I HAVE CAAEFIJLL V E.XAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Exp1rat1on. Every per_m1t issued bytheBwld1ngOffic111I undertheprovis,onsofthis * AMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY U'NDEFI PfNAL TY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by hm_,tat,on aod become null and void 11 the butld,ng-or work NO DEMOLITION OR CONSTRUCTION Of authorized by such permit is not commenced w1th,n 180 days from the date-of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY A~D AGREE lF A PERMIT IS permit, or it the building or work authorized by such permit is suspended. or S OVER 3 STOftlE$ IN HEIGHT ISSUED. TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON· abandoned at an time after the wo commenced for d of 180 da s ._,,. -" STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. ! ALSO AGREE TO SAVE !NDEMN!FY AND APPLICANT' . KEEP HARMLESS THE CITY OF CARLSBAD AGAINST All LIABILITIES. JUDGMENTS. COSTS AND ~NATiR {/ OWNE CONTRACTOR EXPENSES WHICH MAY lN ANY WAY ACCRUE AGAINST SAfD CITY IN CONSEQUENCE OF THE '/ ;.; B GRANTING OF THIS PERMIT -. (.,,..."" '/___ y PHONE UATE / +!~P",;: A-~----------------------------------------. ~ © LL ~ :, 0 0. E © f- D 0 CJ C ro 0 0. 0. <! I ~ C "- 0 w w © w w 4'. I ~ 0 © >- '" w © 0 0 it ro "iii 0 £l © 0 C ro C LL s C © ~ CJ 0 u © 0. w C E £ ~ TYPE I DATE I INSPECTOR BUILDING :,. I l~A7r7 p FOUNDATION s REINFORCED STEEL ,'-,_ MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING D ROOF D SH~AR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING I SEWER AND BL/CO ~l~b!CC I UNDERGROUND 0 WASTE D WATER TOP OUT w STE D WATER GAS TEST "l-'1~r/'- D WATER HEATER D SOLAR WATER ELECTRICAL D ELECTRIC UNDERGROUND D l;JFFER /) ROUGH ELECTRIC •~-"9~ U,,,,,?' D ELECTRIC SERVICE D TEMPO~AR:i'_ I D BONDING D POOL MECHANICAL D DUCT & PLEM., D REF. PIPING ' t FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION REO IF I INSPECTORS CHEC~ED APPROVAL ---=t:1"~~~~~ .,,; ~ . DATE ::;o1Ls cu~1p, 1ANC'E J I PRIOR TO H~~Jr-..DAT,Or-.. 1/'-S_~_ _____ _ _J___ ____ _ . ./-----J STRUCTU8Ac_/jflNCRET E: Q\iER/2QOO PS'I ,1 PRES1REC:SEC • -..__ CO/\JCRE.:i .... POST TEN'.::',,BNED CON CR ETF -+------i------------+------ FI FLO-VVE L 01 NO '7,l_;H STRE:~GH~ BUc fs SF'EC1A, l,,',AS'.)Nr::;v ------+-------+---+----- ~S CA~S~O~Y -~---r---__ +-_ ------+-------~+ ---+---------+------ f----------+-----+------+----- 1----+--------+----- ---1---------+----- ------+---·------+---------j _, -------+-------+--------+---- ---+-- 'g'£ __ ;; ~J')c __ ~ --~ ------------c•-,--;-. - ..... .~ .. INSPECTORS NOTES -- CfAErCbW(J; bt<On:::1;.'!.":' ?i:~.,i?· v1t""l L\11'-f'?8\;'l..l ,,._ t-;,,. ! -'.• ✓ . "J ..,_ ,,~ ,. --"'-----"'-,,1_ 1,'lt,cJJ HEAT -AIR COND. SYSTEMS j)NTILATING SYSTEMS -: --1-I I 1---7 t . CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HA ve BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL GAS ! -11"\u"~~ fk \4~ BUILDING SPECIAL CONDITIONS I /Jr;:,: .o,.,, "- -. ---"_L__ ____ -.-J__ ______ _____j_ _____ _ FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-180 DATE: 9-11-86 PROJECT NAME: _______ 1 _________________________ _ ADDRESS: ______ 2_35_3_!....;e_V_a_n--=-te-=-------------------------- PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: _______ _ TYPE OF UNIT: ___ D_up~l_e_x ________ NUMBER OF UNITS: _G ___________ _ CONTACT PERSON: __ i C_k _____________________________ _ CONTACT TELEPHONE: 4 36-7 437 ------------------------------- INSPECTED DATE ~ .YDISAPPROVED BY: INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ALL Df PARTI IE 'TS COMMENTS:---------------------------------- 9 /11 < Rev. 1/86 CANARY: Utilities PINK: Planning GOLD: Fire CE RTIFICATE OF INSULATION THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATI VE CODE, TITLE 24, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: 23 S-.S-L£VAIV7E .rT. Street City EXTERIOR WALLS: Manufac turer Owens Corning CEILINGS: Batts: Manufacturer Certainteed ------- Blown: Manufacturer ______ _ FLOORS: Manufacturer ------- AIR INFILTRATION/CALUKING: 12/ Lot Number TYPE/ THICKNESS 3½" Fiberglass TYPE/ THICKNESS 6¼" Fiberglass THICKNESS ________ _ TYPE/ THICKNESS ________ _ Tract R-Value R-11 --- R-Value R-19 R-Value --- R-Value Jl,11 Windows ----=x~x~x~x~x __ _ Corne rs & T ' s ~ Doors _ __..x .... x .... x .... x .... x..___ Plumbing & Electrical Holes __ x-x-x-x-x._ ____ .Plates xxxxx ***************************************** GENERAL CONTRACTOR ___ B_r_o_c_a __ D_e_v_._c_o_. ____ _ LICENSE NUMBER ______ _ BY TITLE DATE -------------------------------- Rancho Insulati on LICENSE NUMBER __ 3_3_5_1_7_3....__ TITLE'(f~ DATE _____ _ DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5(i0· 1468 JURISDICTION: QAPPLICANT ~JURISDICTION 0 PLAN CHECKER 0 FILE COPY OUPS PLAN CHECK NO: 0 DESIGNER PROJECT ADDRESS: \.. ..t/ 235 5 ~,/a t,J -<- PROJECT NAME : ;-;) ........ ,,p ie/ v The plans transmitted herewith have been corrected where II necessary ·and substantiall y comply with the jurisdiction 's building codes. D □ □ □ □ • □ 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 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: Date contacted: Telephone# REMARKS: //.Jo c4,,r0"j,'4 - BY:~ ,11,::;(' ESGIL CORPOMTJ~ ENCL: _______ _ DATE PLANNING: ~ TYPE OF STRUCTURE, ___ ~--""'':+---~---'-----ZONE: _____ , SCHOOL FEES: SAN DIEGUITO /....~~~e-(L-ENCINITAS le.A~ CARLSBAD ______ _ SAN MARCOS_-,-____ _ % COVERAGE __________ _ REQUIRED SETBACKS ____ _ FRONT Otl- FENCES/WALLS-+-t---r-'-1-l.=,,.,:...----SIDE 1,51 fhl,J TWO CAR GARAG-__________ _ REAR ________ _ COrlMENTS: ___________ =---------------- ~ □ REDEVELOPt!ENT A?PROVAL REQUIRED: ;:: El O -_---------------......:. __ _ u c:: LU-C:: ::, 8 ~ □ LANDSCAPE PLAN COMMENTS: -------- ErlVIRCr!r1i::NTAL REQUIREP: -'---------------------- ADDITIONAL '""'NTS' s." ;9.&ib N;{l iL J.5 ~',., o:< ro rssuE:=u DATE: 4/d-t.Jlgs-oK TO FINAL: ____ DATE: __ ~--= ENGINEERING LEGAL DESCRIPTION VERIFIED?{),~ A.P.N. CHf:CKED?L I P. F .F ._/!:iQ_ ___ PARK IN LIEU _,_f""'.J_1 C_j _____________ _ R.O.W: f;;XrST1 tJ £) IMPROVEMENTS: _._F,..x"'"""is...,T._1 .... N""-"-Q)..__ __________ _ ________ E.D.U: --'-'A,'--':)_~ __ ,-_______ , __ _ SEWER: _.L_C'-"-N"'-"~------------------------ 1 __ / /1 LATERAL: IT _......,, ___________ _ DRIVEWAY: Got§, LQ,t1C 6, -/ y r..: ~ GRADING PERMIT: J:>e (cf, C (.cec~- ; L.U ~~-n~-~------- 1 ~~~1~e~~-,"-~·~~f1~~ ~~DRAINAGE: Clecv1. j K<1pq/ clr,,,<'\,.~:r ;su-';1, -e, g-'> (~n,(e ' EASEMENTS: 1~ ADDITIONAL COMMENTS: ______ _ DATE:_...;....-....;.1"""-;-~_--_s ___ _ " ENGINEERING INSPECT ON REQUIRED: ______________ _ PUBLIC \o!ORKS INSPECTOR: __________________ _ FINAL OK: -----------DATE: __________ _ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 1 DATE: -----~B:i.ewr.._.t ... t__.Z"'-"'2-r--'l-'~"""'"'5'"-------) 0 APPLICANT 0 JURISDICTION 0 PLAN CHECKER 0 FILE COPY :~::s:::::o::-,=====~=~==~:::::9:J=·~=· ========== PROJECT ADDRESS: -(~ 0 UPS 0 DESIGNER --------'--------fJll The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. □ □ □ □ □ 0 The plans transmitted herewith have majoi deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp.•until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applican~s copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: -------------- Date contacted: ____________ Telephone # ______ _ REMARKS: ---------------------------- By: dL //4 Srtt /~ /lt><-K. ESGIL CORPORATIONJ ENCL: ______ _ Form 31584 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: ___ ..c;.Ll,.._f_..11'-"'ll'--..ulZ._,ulu".1 ... b._;S.,__ _____ _ JURISDICTION: __ ~c~A~K~L-~~P~A"""'D'-------- PLAN CHECK N0: __ ~0~-""'-· ~-~l=(©~------ PROJECT ADDRESS: -z.,,.ss;: LEVA NJ E -=-, □ □ • □ • D □ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff . The plans transmitted herewith have major deficiencies identified on the enclosed check.list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp."until corrected plans are submitted for recheck • The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applican~s copy of the check list has been sent ~o: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completecf:-Person contacted: -------------- Date contacted: Telephone# ------------------- REMARKS: ------------------------------ BY: I~. l])Jtk) ~rd ESGIL CORPORAICJ.N ENcL, HwoeA,k<i ~orm 31584 \ '.I • .... : Citp of Carlsbab JURrso,c:na•, CAe, &BAR DATE 4-,i -es PR0.JECT ADDRESS, 1. '!> 55 t e: yAr,u:e T01 /IPPt,l(.,AH, MAN ecJUl!:c"!'tON SWEr!' srwcrz P'AMILl' AND 0UPtU DWU.LINCS Plan C:hcct No, ____ $..._5~•_,,l&:)=~------ e•to pl•n• rec.iv.cl by jurUdi~ion 4 -) -86 n.t9 plane received by plan ·checker 4 -j -e:s D.lte initial plan check rmpht.d. 4 "'\'Z·Q$er~ POREWCIR0t Ptll!ASE Rt.lO Tel. (61') "°"'lWJ Pl&n check 1a Uaited to technical r9«lUir,..nu contained in the Uni!ora Building Code, Oni!ona Pl\lllbin9 Code, Onilorm Mechanical Code, Nation&l Electrical Code and st.ate lavs regulating enertJY cona•n-•tion, noise attenuation and ace••• for the handicapped. The plan cbeck h baaad on r..,ulationa u!orcad by the Building Inapec,:ioa Dep,.rt1Hftt. You aay h.ave other corr~ioa• baaed on lava and ordinances en!orced by th• Plannin9 Clepa~nt, tn9ineerin.9 Depertaent or other departaNnta. Th• iteQ circled below need clarification, aoditication or chan9e. All circlad it ... have to be satia!ied before the plan• vill be in contonianc:. vith the cited cod•• ■nd r..,utationa. Per Sec. lOl le), 1979 Uni!ora luildin9 Code, the approval ot the plan• do•• not perait the violation ot any state, county or city lav. ... f ~ Plea•• aak• atl correction• on the ori9inal tracin9a and ■ubllit t'wO new ••t• ol print•, an4 any ori9inal plan aeta that tt,ey have been returned to you by the juriadiction. cc.a e,N aE Cth/1 ✓-PAD ·To facilitate rec:heckin9. pl•••• identity, n•x~ to each circled it••• U\• aheet ot the plane upon which each correction on thi■ aheet baa ~•n Nde and return thia ch•c-•"-•t •1th th• reviaed plan■• lndic•t• on plane th• na .. of th• 199•1 owner •nd ,.. .. at P4r1on re,ponaibl• for the preparation~( the plan■• Sec. ]Ol(bJ D APPLICANT COPY 0 CITY COPY D PLAN CHECKER COPY ? Subfile fully 41 .. naion•d plot plan drawn to acal• ahowin9 loc~tion aiz•• and ua• ot all ••iatln9 and propo■ed etnctur•• on tn• lot. Id•ntity pronrty lin•• and 1hov lot di .. n■Iona and al •••wnta. I· Shov location of all cut or fill aloP4a and approxi-■te finiab floor •levation■ tor all ■tructurea and ahow •l•••tiona at all con,on, Soc. l02lbl7. lNOlLA-T1. If L.lrr -sn.ti" 1 il> DdLl.t-At.ti '2Ewu1ee.o "1.-H\'2. wA-U.. IDLJl"TION tndicat■ diatance fro■ c.nter•lLne ot atrNt or •il•Y to prop.arty lin• and di■unc• troa curh to property line. sec. l0l(bJ7 Plana, ai,.cification■ and calculation• ■hall be ai9nad by a California State lic.n•~ en9in .. r or architect. CC.li!onia lu•J~••• and Pro!•••ion, CodeJ D. rtRr. PROTtC"TtO~ >4· Wal ta clo■er than l t'NC to property UnH shall be on•-hour tir•-rated conatruc:tion. hav• no openin9.11, and •hall haw 30 inch parapet• •h•n the buildin9 floor area exclNda 1,000 aquar• feet on any floor. 1Tabl9 S•A Sec. l709CaJ . ~-Projection■, inetudin9 eavei, aay not ext.and aor• th.aA l l inches into the l toot setback !roa th• proP9rty Un•. Sec. 1710 and Sec. S04(bJ 1/· Projection■, lnctudin9 HV.■• shall be oae- hour fir-resbtiv. con■truction. heavy timber or al non-co.bustible -■.terial it they project into th• l' Ht.ba<:k area troa the ~party line. Sac. 1710 @ le. 1· f· f.. I z.i. ,, ~- ~- Show loc~cion ot' ~r1Mnently vired saGke detect.or. See. 1210 ROOlt SI!ES, tICRTc VEHTILA1"IONS AND ctAZINC Ono roo■ ~t contain• ■int.ur1 of lSO square !eec of aupertieial floor area. Sec. 12G7CbJ Habitable roocaa, oth•r than kitchens. thalt contain at l•••t 70 aquare feet of floor •rca. Sec. l207(b) Window area ■Ult. W &t lea•t 1/10 ot th• floor area and a •lniMum of 10 1quar• f••t per See. ll07(a). Appears to be deficient ,. --------------- or.nabl• window arH aust be 1/20 of th• f oor area and a •ini■Uft of S Sq\lar• r-t.. In batbrooaa. laundry roo■s and a1■1tar rooaa. Hini■ua ia l.S aq.ft. (!ec.llOSlal One-halt ot all required vindov area auat be openabl• in ___________ _ Provide .. chanical ventilation CaPf,bl• ot provldin9 fiv• air ch•n••• per l'tour in b41t.hroo■a, veter clo■•t coaipart. .. nt.a, laundry roo■a and d■il ■r roo■a Lt teq\lired window• are noc pro•idlld. sec. l20Sla) No habitable rooa. other t.han • kitchen, ahall be I••• t.han 1•0• in any 41NnaiOII. Sec. U01Ccl Show tbac c•illn9 hel9ht for hab1tab11 roo■a 1• a •lni111,1a of 1•1•. Sec. llj1(al 3/· ~- r· r· I· D. ·r- ,;. r· I· Show ceilinq heiqhc !or laundry rooms. hallways. corridors. and bathrooms is a min1J11ua ot 1•0•. Sec. 12071aJ Provide )Q• clear width tor water clo••t comparunencs and 24• clearance in front of water closet. Sec. 17ll(b) No cooking roocn shall b• used tor sleeping purposes. unless complying•• an efficiency living ~nit. Sac. 1208 Specify safety glazing tor glazing in hazardous Locations such as glass doors. glazing adjacent to such doors and glazing adjacent :o walking surfaces. Sac. 5~06 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)lgJ Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44• above the floor. Th• window must have an openable area of at least 5.7 square feet with Che minimum openable width 20• and the minimum openable heiqht 24•. Sec. 1204 Eaves and cornices may not project into • required yard more than 2 inches for each foot of yard width it required windows open into the yard. Sec. 12061d) A •zzanin• is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the tnezzanine floor must have a clear heiqht ~f 7 feet, above and below.and must have 651 oft~• tong side open to the room below. Th• loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story ____________ _ !XITS, S'l'AIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than 1,• in width and not less than 6'•8• in hei9ht, and shall be capable ot openinq at least 10 deqree~. Sec. llOlle) Provide 35• high protective railing f~r porches, balconies, and open sides of landinqs. Maxi.awn opening between railings shall be less than,•. Sec. 1716 Show hov guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23•8 Provide stairway and landing details. Sec. ll051bJ , fcJ a. Kaxiawa rise a• aftd rainiawa run is r. b. e. Niniaua head rooa is 6'•6•. Niniaua width ia 30•. f Handrails shall satisfy the fol loving., ~ Provide handrail tor u.airways over JO• r· hiqh when serving a sinqle dvell~nq. Title 24. Sec. T25•221bl 1· /3- I . )s. 7'· Y· J'· '/· ,'· Handrail shall be Jo• to 34• above the no■ing of treads. Sec. ll05(jJ Handrail projecting from• wall shall have a space not Less than 1 1/2• between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4• nor more than 2• in cross-sect.ional.dimen•ion. Sec. l305(jl (see attached! Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. llOSfgl A door may open over a stairway landinq 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. Sec. ll05(g) A door may open inward at the top step of a stairway provided ehe top step is not more than 7 112• lOW"er than the floor level. Sec. llOJ(i)2 Provide details ot winding stairway. •• Minimum tread ia 6 inch•• at any point and minimum 9 inches at a point 12 inches from the aide at the stairway. b. Maximum rise is 9 inches. c. Minimum width is JO inches. Sec:. 3305(d) (see attached) Provide spiral ■cairway details: •• Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Haximwn rise is 9 1/2 inches. c:. Minimum headroom is 6 feet 6 inches. Sec. ]305< fl cs .. at.tachedJ Sprial stairways may not be used for required exits when Che area served is greater than 400 sq. ft. Sec. ll05(tJ Spiral stairways must have a clear walkinq space of 26 inches between the cotwan and handrail. Sec. 3305(!) Provide I.c.a.o. Reasearch Report and 9uaber tor metal stai.cway, or submit plans and calculations and approved fabricator re9istered with eh• Building Department or note that the stairway fabrication 1hall be done under special inspection per the approved fabrication plans. Sec. 306(&)48 and Sec. 3061 t> In buildings over 2 stories in height. provide l/4 hour tire-raced ass■ftlblies tor all openings in the exterior wall l:,elow or within LO feet horizontally ot an exterior stair• wey. An ex1t belc:ony with 2 sap.raced 1tairvays is exM1pt. Sec. 3305 Exterior stairways shalt not project into the J toot setback troa the property Lin••• Sec. JJ05(n) • t· f· •• ~: t.2· fJ t:· ~-!'· /'· /•· a. ,. f· Y· r· /1. r· c. The walls and sot!its ot :~• enclosed ~seable space under interior stairs shall be protected on :he enclosed side as required for one-hour tire-resistive con1truct1on. Sec. Jl051ml ~inuum construction speeiticst10ns shall be ~•d• ~ par~ of the approved plans. (See actac:~edl ROOFING Specify roof pi:c:h. Roof pitch is nae adequate for roof type specified. Specify minimum pitch of ____ _ Specify roof ru.terial and ap9lication. Specify t.c.s.o. approval nwnber for roof materials not covered in UBC. Specify C'Oof s'lope for drsinaqe or desiqn to supper: accumulated water. See. J20ilal Show roof drains and overflows. Sec. J2071al Provide skylight details to sh°"' compliance vith Sections 3401 and 5207 or provide ICBO approval number. Provide plastic root panel details to show compliance with Section 5206 or provide tCBO number. Show attic ventilation. Mini~wn. vent area is l/150 of attic area or 1/300 of actice area if ac least SO\ of the required vent is at least l feet above ceiling joists. See. l205(cl MASONRY Provide0 fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sec. 3002, 4,5,6, and sec. 2Sl6(al regarding ties and t9 wire in horizontal joints or note construction to be per attached sheets 30-l or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note that eleanout openings shall ~•·provided at the bottom of all cells to be grout tilled over 4' in a single pour. Cleanouc shall be sealed before grouting, after inspection. Sec. 2415 Show floor and root ecnnections to masonry walls. Connection sh~ll resist 200 pounds per lineal toot or the actual design load, whichever is greater. Sec. lllO Provide material specifications tor mortar, grout, usonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of ~h• masonry will be required tor _____________ _ CAAAG!! AND C!ARPORTS l.Oo.C.rage requires one-hour tire protection / on the garage side of walls and ceilings common to the dwelling. Tables-a Sec.SOlCbl jot.All elements supporting floor above garage to have one-hour tira-cesistiva protection on the garage side. See. 503. Beams and posts, noc within the wall or ceiling con-struction, must comply with uac, Table 4l•A, or be ■inimum ,• dimension beem and minimum 1• by I• post. ja,. R. if· Show l ]/§• solid core ••lf-elosinq door for openings between garage and dwelling. Sec. 50l(dl Garagas are noc permit~ed co open into a room used tor sleeping ?ur~oses. See. 1104 Openings ~ecween carporc and residence require self-closing doors and stAtionary windows. Sac. 1214 Show garaqe fr.sming sec~ion, size of header over garage opening, laterAl cross brae1ng ac place line and method of bracing garage !ronc. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2•a•. Table 24-C Doors between dwellings and attached gar~ges may swing in eiChar dLrection prov1ded the difference in !loor elevation between the dwelling and garage does noc exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the. building. It the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the ~uilding, additional steps or landing must be provided in accordance with stair-,ay requirements, and the door must not swing over Che depressed level. (see ll0l(il2 and 3305 _(qi. Provide ts• raised platforms tor any FAU, water heater, or any other device which may generate a flame or spark. Note that concinuous tire wall procection shall be installed behind raised platform(s) prior to framing platform. l'QONDATION REQUIREMENTS Note on plans that•A soils engineer shall ev•luate any unanticipated uncompacced fill o~ expansive soil or other soi! problems disclosed during ecnstruetion•. Sec.)06(all2. Submit soils classification determination by a licensed engineer or architect .based on observation, tests, borings, or excavations, and containing comments en Che degree of expansiveness, compressibility and bearing value. See. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. See. 2905 Th• foundation plan does not comply with the soil report recoa,mendation tor this project ________________ _ Provide notes on the foundation plan listing the soils reporc reconnendations !or foundations. slab and building pad preparation. Note on the foundation plan that •Prior to the Concraccor requesting a Building Dapar1:Jnenc foundation inspection, the soils engine•r shall advise tlle Building Official in wricing thae: 1. the building pad was prepared in aeeor• dance with the soils repcrt: z. the utilit'l trenches have bean properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement eoaply with the soils report and approved plan.• Provide spread toccinqs tor concentrated loads designed tor 1,000 PSF soil bearing or per bearinq value as determLned by an engineer or architece. Chapter 29 11,. 1,;. 119. 11· 1Jo. Show heiqht ot all tound•tion wall•. C.~apeer 23 Show heiqht ot r•t~ined earth on all foundation walls. Chapter :l Sh°"' distance of foundation cut or till slopes and show heights of cuts and !ills. co edge of s teepn,u s and Chapcer 29 ~ote on plans t.~at wood shall be 6• above finish qrade. Sec. 2H7(c:I 7. ~t• on plans that turtace water will drain away ~rem building and show drainage patter~ and ~•Y elevations. sec. 29051!1 Dimension foundation per Table 29A. TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS Dtl'TM a, FOUNDATION WIOTll TNICXNlSS 11:lOW NUMIH TNICl:Nt:SS or " " NATUUl ., FOUNDATION WAU FOOTING FOOTINC SUIFACE STOlllS u ... ,, (lftCtlH) (lncflHI Of fiilOUND IND flNISN CQ1'CllTl UNIT !;I.ID( IUSONIT (IIICIHI 1 8 8 12 8 12 2 8 8 15 7 18 3 10 10 18 8 24 XOTES: \Vhfff' unusual condition.• or frost conditions a.re found, loorinp And foundations thall be u requit~ in Sect:ion Z907 1111. n. 1tn1und under the loot rnay be •xcava1ed to th• c.-le,·;t,tiorl of tht> top of lM foocinit. 1/5- Show foundation sills to be pressure treated, or equal. Sec. 2S17(cl J. Show toundation bolt size and spacing. Sec. 2907{e} Specify size, ICBO number and manufacturer of pow•~ driven pins. Shew edge and end discance and spacing. Sec~. 306 ( f > Shew size, imbedment and location ct hold down anchors on foundation plan. Sec. 2312Ctl Note on plan th.at hold down anchors must be tied in place prior to foundation iMpeetion. Sec. 23121!1 1f,. P, 1/1. 1/•· 1/'· 1/0, l'/1. Show adequate footings under all shear walls. Sec. llllteJ Shew stepped footings tor slopes steeper than 1:10. Sec. 2907lcJ Show minimum 11• clearance from grade to bottom ct floor joists and minimwn 12• clearance to bottom cf girders. Sec. 2517 m 'P 1y. r. Show pier size, spacing and depth into undisturbed soil. Table 29-A Shew minimum under floor access cf 11•x 24•. Sec. 2517 Show minimum under floor ventilation equal to l 1/2 sq. tt. tor each 25 Lineal teet ot exterior foundation with openings as close to corners•• practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 P'JlAHING Show all joists, 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. 1 Grade Douglas Fir-Wrch or better. (Table 25-A-LI Shew wall bracing. !very exterior wood stud wall and uin cross partition shall be braced at each end and at least every 25 feet of Length with Lx4 diagcn•l let-in brace or .quivalent. Sec. 2518(9JS tj,. 11'· fo ~ote e:oss bridging or blocking. Floor joists and ratters more than 12• in depth and spann~nq more ~han a feet shall be su;,port.ed laterally ~y :2ridqinq ,1t .ntec·•rals net exceeding 8 teet. See. 2506iql Show blocking at ends and at supports ot !lcor joists. and !or rafters at exterior walls. Sec. 2506(q) Show solid blocking at ridge tin• 3nd at exterior wall• on t:ussed roofs. Sec. 2506191 Show double joists. Floor joists shall be doubled under beari~q par~~ticns running parallel with the joists. Sec. 2518(dJ 5 Show ratter ties. Rafter ties shall be spaced net more than~ !e•t on center where ratters and ceiling joists are not parallel. Sec. 25181h) Shew ratter purtin braces to be not Less than 45 degrees to the horizontal. Sec. 2518(h) Show 112• minimwn clearance between top plate ct interior partitions and bottom chord cf trusses. (To ensure leading will be as designed.) Show double top plate with minimum 49• lap splice. Sec. 2518(914 Shew nailing will be in compliance with Table 25-P. Provide tire stops between stories, between top story and root space. at ceilings and floor levels in interior and exterior watts, in mansard roof or eyebrow so no concealed or furred space is greater than to• horizontally or vertically, beC\rleen stair stringers at top and bottom and between studs along and in Line with stair run adjoining stud walls and partitions, at perimeter ot sliding door pockets, between chimney and wood frame using metal or incombustibles for the tire step and at ether places th&t could afford passage of flame. Sec. 2517(fl Show scud size and spacing. Maximum allow- able stud heights: 2"x4~! 16" is 14'; ~ " 4"'2'"fx6"@ 16"o.c. ,i.• lp'. Sec. 2518(912 4x 412. lh" DC.. T.Y-,. • an .I.~:t:. cerc~!icate of Compliance tor glued laminated wood members shall be given to the Building Inspec~or prior to erec~ion. Sec. 3061!1 Detail all post to beam and post to footing connections. See. 2517(el 4 Specify nail size and spacinq for all shear walls, floor and root diaphraqms. Indicate required blocking. Maintain maximum diaphr39m dimension ratios. (Tables I,J',KI. Show 3"x4• or 2•x6• studs in first story ct three story building. Sec. 25181!1 Provide t=usa details and truss calculations. Provid• root framing plan. Sec. J02(al7 Provide fr&lllinq sections throuqhrnRr:r I 1IAIJ ti.~ H©~ Wm rni1,10 ,n e>oe Section 302(al 7 Specify all header sizes for opening over ◄' wide. Sec. 25181qJ 7 Prcvida calculations tor __________ _ Section 3021al 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at Least 2• above the finished grade and sh•ll bear on a metal~•• pl•te or treated wood unless the columns er posts are foun- dation grade redwood or cedar. Sec. Z517CcJ4 I· ! .. •· , Shov location ot attic ace••• with minimun Ii:• 22· x 10·. Sec. )205 \,84. Show dratt separation !or attic areas in excess of l,000 sq.!t. Sec. 3205 , .. 2/'· Show access to the attic or under floor furnace to bai minimwa JO inches by JO inches. $ec. 708, 709 UMC Note that passageway to :he attic fur~ace shall be unobstructed and have continuous solid tlocrinq net l••• than l• inches wide. Sec: 708 UMC J. Shov draft separation tor space between drops,.d ceilinqs and !loor above L~ •xeess ot 1,000 sq.!t. Sec. 2517 Specify ?lywood grade and panel indenci- tication 1ndex. Table 25-J When root piteh is less than 3:12, design ridqe as a ::JHm. S,ec. 2S18 (hl Wood shear walls shall not be used to resist hori:ontal forces contr1buced by ~•sonry in buildings over one story in height. Sec. 25161bl Gypswn laeh and plaster, gypsum sheathing board and gypsum wallboard shall nae be used in vertical diaphragms to resist forces imposed by masonry or concrete conscruccion: Table 47-I It cripple wall studs are less than 14•, framing shall b• solid blocking. S•c.25181gl6 Cripple wall studs exceeding~ !eet in height shall be J inch by 4 inch or 2 inches by 6 inch•s when suppor~ing 2 stories. Sec. 25181gl6 Show ply,,,ood sheathing over exposed eaves. or other weather exposed areas, is exterior grade. Sec. 25171g) J Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 47061•1 Provide an approved waterproof building paper Wlder wood siding. Sec. l70llaJ Specify an approved !lashing for exterior openings and parapet walls. Sec. 3208 Show corridor wideh to b9 minimum J&•. Sec. ll041bJ Specify truss layout for Jo• x 10• attic access. Ridges. hips. and valleys shall be at least one si:e larger than supported ratters. Sec. 25l81hl l Provide metal suaps across ridge beam and ratters. ,mcHA,NICAL Show permanent alectricaL outlet and Lighting !1x~ure controlled by a switch for the attic furnace. Sec. 708 UMC Show details to COfflply with Section q09 tor furnace under th■ floor, Section 708 for attic furnace. or Section 710 for roof or outside !urnace. Note on plan. gas vents and non-cOfflbustihle piping passing through three floors or Less shall be effectively draft stopp-4 ac each floor or ceiling. UBC Sec. 1706(alS K. ELECTRICAL (National Electrical Code) All 0:~:::g 0:h•clh~ epo:p0tyCh:i::p:hr::.•::••:l~c:~:::r1ied service. 21 • I! the electrical installation is more / than lOO amperes. show panel location and orovide a single Line diagram and load0 ealculations including: a. Wiring method employed. b. Si:es of all conductors. switches. circuit br9akers. fuses, and conduits. c:. Approximate length of service feeders. d. Provide plot plan showing services. all panel Locations. circuit arranqement and load distribution on panel busses. e. Provide typical panel sc:hedule(sJ. Dwellings req:.iire 111.lnimum 100 amp service. Show Location of all electrical ~AW111\.'1 lloon\ Electrical receptacle locations receptacles. and/or spacing is not adequate in _________ _ At least one receptacle shall be installed outdoors, in basements and a~tached garages, other than Laundry outlets. Ar~. lLO-lS(bl Show minimum dwelling lighting (NEC Art. 2i0-261aJ and CFI'S ia SICl91 bathl tM outdoors. NEC Are. 210-8(al. f1rflJ.fES Note *UFER• ground to be provided INECI. Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with t!\e Unitor.n Mechan~cal Code. ~0- ,01. 72. Show the size, location and type of all heating and cooling appliances o~ systems. !!.:, PLUMBING (Unitona Plumbing Code) Show source of combustion air for furnace will comply with Chaper 6, U.M.C. All plumbing shall comply with the Unitrom Plumbing Code. z/•. Every dwelling unit shall be provided with heating facilities capable ot maintain-inf a room temperat~re of 10• r. at J feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec:. 1211 Show minimum Jo• deep unobstructed working .,A,. space ~n front of furnace. T Note on plans.clearances to be per manufac:-~ curers Listing. Sec:. 704 UHC Furnace shall not be installed under any ~ stairway. Sec. 704 UMC l42 Furnace shall not be installed in any l3/ bedroc•. bathroom. closet. or 1n confined l4l spec• vie:, access only througt, such room, unless specified•• direct vent appliance, enclosed furnace or ■l ■c:tric heating appliance. f Sec. 704 UMC 4 • Show ICSO approval tor prefab fireplace and provide approved ins~allation instructions •~ job site. Show waeer heater size. type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 ruel combustion water heater shall not be installed in bat~ or bedroom or in a closet opening into bath or bedroom. Sec:. 1309 Provide adequate barrier co protec~ water heater tram vehicle damage. Sec. 1~10 Show T and P valve on water heater and show route of discharge Line to exterior Sec:. l007(el Provide dryer vent to outside. UMC Sec. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall ~ave approved backflow prevention devices. Sec. 1003 Shower stall shall ac:comodaee a Jo•circl• and have a minimum floor area of 900 sq.in. UPC 909(dl ..... • 0- I·· }''· t·· t· !tOtSE :~suuT!CN c0urtac1 Jbow J■u1ls at .:1upleJC :o.-on •P•C',:yl .,.Jlls ~lld !taoC'.~eLl~na ~-·~•olLe• :o ~C~l•Y• ~ Sound ~r3n~■,ss,on ~:~•• !~Tt!I r•c,nq u, ..,.,l~ at ,n ,1■c,u1,,a ~IICI ~" :•p,ac,: rn:1ui•uon ...::1••• t c:i.:1 r3c,n1J on flouC'. C■LLLIIIJ ~t ,a J.CLAL••· T1cl• 25 Shov ~ow ;Mn•,:rsc,on of •••-al1•• tor p1p1nq. •l~r,cal d••~c••• rec•••ed c~OLn■cs. lNentuo•. sottLcs. ar ~••c1n4 vent1l•C1nq. or eJCMuac .;uc-:.s 1n•ll tM sealed. l1nK. or us■ulu:■d ca u1nta1n r~.a.rad sound cran-Ls■,on tac,nq. T1tl• 25 ,~ov,d• Ln■ul•t1on ,n .... 11a Md c■111n4 ca •cn1av. STC ot 50 t,ecwi■.n qaracs• •net l1vin4·aC"9a Lt 1•r•1J• u•• LS nae concralled by rw•1d■nt Title 25. DUCT COIISERYATIONr Pl .. _ llead New Stat• Mandated R..,ulation• (Calif. Admin. Codel bee ... effectiv■ Jun■ 16, Ull •nd require that the Us19n s•tisfy on• of ch■ alt■rn.acive en•r~y p,ackaqes Is■■ atuched packaq■• A, I, C, l. 2, l, 4 and AB tall. Th■ l•v also requires chat aeny mandatory consurvacion it••• be satisfied. _______ ,s ln Zone ____ • Copies of th■ Re■idential Ener-,y Cons■rvacion Manual may be obUin■d fraai Publications Unit, C.lifornia Energy Commission, 1111 How. Av■, MS-50, Sacramento, California 75125, (Tel. f9161 720-,21,11. C.lifornia 8uildin9 Officials also uint•in a t•l•phone •t1ot1in■• b■tv-n lOtOO A.H. and Nooll and 1,aa P.H. to 4100 P.H. ac ttll) 451-llll. Shov on the title lhNt of t.h■ plan■, t.h• alt•rnativ• •n•rCJY pack■q• that •• s•l■cted i.e. A, a, C, 1, 2, l, 4, or AB lU to 1haw ccatplianc•• and provide calculation■ and ocher data, appropri•t• to that 1elect.ed packa.9■• Tb• r■1pon1ibl• d■■iqn■r should sign • stac ... nt, 011 th• Dlan titl• sn-c, •Th■ d■siqn subaitted sub■tantially canfor,a■ ta th■ En•rqy R■qulation■ for R••identi•l Buildinqa•. Show th■••• valu• tor th• wall■ and cailin9 and r•l•ted are••• Not• that th• in■ulation ued shall coaply with California Qu•lity Standard•. Not• th• in■ul•tion in■tall■r shall pa■t • siqn-4 certificac■, in a conapiciou• pl•c• in ch■ buildin1, ~tatin9 th• in■ulation ca■plies with Title 24, Chapt•r 2-53 and Tiet• 20, Chapter 2, Subchapt■r 4, Arcicle 3. Hot■ doors and vindowe, includinq 1kyli9bt•• between conditioned and non-ccnditioned space shall be fully weath■r1tripped. No,:e on the tramin1 plan Cha,: weath■r atripp1n9. caulkinq or sealant• auat b■ u•ed co li■it filtration in th• bu1ld1n9 envelope at tha followin9 locacioae1 &xter1or Joints around window• and door fra .. 1: b■cween well sol• plat•• and floor■, •nd lk.lt••en ••t~r1or •a11 pa.ne11: pe,netrat1on1 ,n •alls, ce,llnqs, and tloors for pluab1n9, eleccricity, and 9as l1n~s: op~n1nqs in actic floors: and ~II ocner open1n91 in the bu1ldin9 env-.lo[kl. Not• tn•t doors •nd •&ndowa to be certified and l•o•l•d •• coaplyinq with th• En•rqy a■9uhcaon•. Note fan• exhauac1n9 a1r to nave back draft d .. i,4:n. , .. Not• ac ch■ exterior ••11 fireplace •r1r•Place to n.ve ■1n,■wa 11• 1qu.are 1nch■s ot oucs1de air: co have 9laa■ or Mt.al door ,:over1n9 en■ entire op■ni119 of th• fireDOJC: to have c19nc-fittinq da■s,.r with readily acc■ss1bl ■ control and should not hav• a cantinuoua burninq pi.lot U9nt.•. Note ducts snail coaply with Chapter 10, 1976 UMC and thall be ti9htly •••led vltb -•tic or tape. Not■ •C the vacer heater location •w.t■r heater to have vrap of R-12 external insulation•, Note, wh■C'■ water heat■r ii in uncondition .. apace. Che first five t•■t of outlet ~ip■ to hav■ R-J wrap. Noto all c1reulatin9 hot water pipe• in unconditioned apaces shall ba inaulated. Nate that all 9•• fired heatin!J and coolin1 appliances, show■rt and faucets shall ca.ply with th• En•r9y Efficiency Standard■• Show, at bath and kitchen. thaC th■ 9oneral ti1htin9 shall have an efficianc:r o! not l■sa th•n 25 lua■na per watc i.e. flore•cent. Nae■ that heatin1 or coolin9 syst ... (eJCcopc heat pwapsJ shall hav■ an aucoaaci~ thenioatat with Nchanisa vhich can ba -nually pro1ra-■d to automatically ••t back th• thermostat set points for at leaat tvo period• within 24 houra. Shov th■ size, type and location of th• spec■ heatinq (or coalin9I •Y•t- and provide en■r9y calcul•tion• if th• ou:put IITU/Nr. ••c•ed• 45,000 ITU/Hr. output. Sbow -• and ---• tor ,au anll -c.r .._.c•r ar■ a11 St.at• a~ Uac. OUCdoar paoU ·,11.tn :aaa,1 tu■i fte■cen """"'• poal co..rs •• wail •• ocn■r .n■rn 1av1." d■Y\C■■ IUC •• CJ.ale c1oc:as. •c~. ':'2G-L401 MIS~K!!ODS Show a minimum 2• air space and fl•shinq between plant■r and buildinq walls. Sac. 2Sl71el Specify material cob• used ~nd■r c.~• shower tile. Sac. 1707{&1 Specify laeh and plaster to com.ply with Chapter 41. uac. Two 3/4• copper pipes muac b■ installed fraot water h■acer Location to convenient location of future solar panel• (City Ord.I Provide sleeve ■ (roof jacks) in roof for cwo fut~re 3;4• copper pipes to Cl..nvenient location of ~u:~r• solar ~an•l• (City Ord.) Note :hat solar va:er pipinq is to b■ insulated in areas :~a: •r• ~oc ~eaced or ~oolad. !City Ord. I 0 lu1ldin9 plan• are sub1tant1ally correct •nd coapl■ce. IY•--.,..--------------0.tes ________________ _ □ luildin9 plan• would ba substantially corr■cc and c0e11pl ■ce 1 ■ ■inor corr•c~1on• are -d• ac counter. ly, ________________ _ Dates ________________ _ a luildin9 plan■ require aajor corr■c,:ion ■ and ca.plat• plan r■cneck, by plan check ■n91ne■r, is required. ly1 trAA:t ANhei EMt■I APR!I 17, f98S: ; Zf you hav■ any que■tiona r■qardin9 this pl.a ch■cll, ph■e■ call 4@.y at 5'20 -f 4 roe We vould also b■ pleaa■d. to ... c with you, at no chart•• lf ■d41ti0ftal •••1stanc• i■ neff■d. • . ' .. ·t-· Date, .4-lt.-!;15 Prepared by, uzAf Y A:blr,£1 Jurisdiction (B'R lfzBBP VALUATION AND PLAN CHECK FEE PLAN CHECK NO. _ _....:$.5_-_..)B,;...._J _ BUILDING ADDRESS :B»-S::: Lei /Ao}re. s:r: C Bldg, Dept, O Esgil APPLICANT/CONTACT fu@f1,',: f, HK'.Pflt[ PHONE NO. 457-?12(., BUILDING OCCUPANCY l<'.-3 VUP\ l;X DESIGNER PHONE ------ TYPE OF CONSTRUCTION V-t1) CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER \1,\1,-V-r-:>.,/_17 ltl &5"'1-\"I I ,a :z. /_ l. At.Ab!:' '14..,, Tl! 1%, -12 ?_Sei f,-,.,; i?J IV,-:: (-,_ \. ,.., r::;,-, -, " ' Air Conditionin£ . Commercial @ ,. Residential ra Res. or Comm. Fire Snrinklers @ , . Total Value wtoY::,5 fee Adjusted To Reflect D Energy Regulations (fee x 1.1) . □Handicapped Regulations (fee x 1,065) Building Permit fee. $-----------~~-----~'~-7~Cb~·~5=?>~-- Plan Check f ee_s"-----------~-------_._s _...,4.:aS._$"...._, -=3 .. ?;,.._ __ CO H H £ N TS._•----------------------------- 8/4/82 ... _, ,. '-Jot1------------------SOWARDS ENGINEERING P. 0. Box 517 -ITNO.---------o, ______ _ SOLANA BEACH, CALIFORNIA 92075 c•~cuuno ■v _______ o•n------ c.,.et<■D ■Y--------DAff---'---- : . ;~ ~ ,)? .f€L J i ............ , ........ , ....... , ......... , .. J .... i---l--+--;' ... -.: ... i 1····-·· ·····. ·! .... ...) ... . .... i ... -'-+-- ' ,,,.,_..l,.. ...... . : 4t~b.:~~~ v-~ .. !~a~--1-_, -,-..l l_,___,_~~__.___,_f __,____.._ .. _-+--~- . ' I ! I I · '----· ~·-:__,__-'-----'---"--.. , ........ , ........ " ...... .'.. -+--+-l---1 ....... .,.__, -1--i .. 1 !i··-...... --'---- L..J.---1..-=.-~.1 '1~551 t:~6~ , __ [_ ' •--.--+--'----'--'--'--l•-·~~- ·,; ' ~-;.--i. 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Z>p ~ .. . '4. ' /N$~.. . ~ • _$tf-o(!LJO _ -~IJA/.S~ ,4 ;;¥~:ry ; .·· :~cJ~ .. · ... Q ; ~. ~t!A-f,,1!10 L-.-..---"--: ........ i ......... , •••• ~ _ -~~:: "~ , 47,+,:;:,.s. . ... e;,, . TJft!5_ ·-~-'---'--·.. HA":-1..u.~~lS-:II!-.· , -'--'---'---"---'--·········--·--.. -···"· -~-' ; i ' ! : ! '--'---'-~-'-·· -,:i;;t:pJC 7.Z1#7ff*_.,_, __..__. ! -'--i1•··· ''"'•?•··"··· .. +••··••···+ "''' 1 ......... "I ...... .i.,,, ..• ) .. ! '--...--~-----"----,----'--'--·············•j"""" ,. SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 t--+---+-+--+-~--+--+---t--+• • ••••••+ .. M .. ••••••-•- ... ) ('1.-i-cJi/~ ··~··;-·· ··~·. i--~----, -;-~~-.J t•-Z..:7 ' .. t--+---+-+--,---'---+--+--+·· ...... -l--· _.,@1!!1}.._ __ _ ___ e>=-'!f,g:;.A;J...;;;=C-'------------- IHIIT NO._.;;./ ________ 01'------- CALCULATID IY--------DATI!-:../ z../=-S"i"'-'-l~K.S-.;:;... __ CHaCICID IY---------DATI------- ICALI •····•·• : ......... ···.·-· .. . . ··•· · .. ·-··········· ...• ~ .. -..... ·, --·-··· ·.-····· ........ '. ..... .......................... ... .... , , .. ········4 ··~··••,.1 .. ·t····. J t. -- t1~~y1~ -~ /4 ~ )~ ~o/~/ -~ ( ~ ~,.:,(( 1-)) -~~ ~T IMl1. J'~ ~ If -I ~e,,-,__ < e-✓ ~ v-~ 1/-c/ -~ -&,~e-~~ -? /' ~~ ~ v-c..,~· ,J ;a:: )l( !_ Q .J .. k,.JRJ!..'.A)Qf _£.lil;l,!i,'t U,iP"1 --,r•~·-~~ iil¥.4,..'"':;..;-:;;. ·:..,_::;-"::': .~-..:~-·~~-~ ~-,~ --, . ,-.. ,-i:~~~::v·~ ... -?• '"' •• -.,·-----:-~~~OWAAt:>'s ·eNG.JJEERING • ; · ·- .... . ,- . :.:::;.:, · .. -.. ,._ ---~ .:,--:-.s, ·•·,, •··· . .,. ·-· --· .. , ......... . ____ ..... _., ·•····-.,· - .'J' _-.-·. ·::·· ', ~ . . ... : .. ·,~. -;.-,.:.'. ·~:::·:·.;._,~, .. ,. . -~ :;.:' ... -,'..; City of Carlsbad . .. ··· ~ · :·-: .: ·• Building Inspection Department · .. · : ·-.<.:.~:'·•;.-· Elm Avenue · · · • :,. .: /\';:::::: Carlsbad, California . 92008 .. •'"•} -,: ·Re :.:.~·2355 Levan ti! Duplex ' :::"·~_::· The following recomriiendatlons"are made: ' ---::-,\_c' :. a·. : Replac~ PA 28 an~ho~s with Simpson HD-2,. The anchor bolt to-be '·•.:--'·•-· ·:. set In a H-Inch diameter by 1011 deep core.drilled hole and filled .:• ~• ; >--~ ··-·with .Embeco 636 nonshrlnk grout. Hold downs are to be set on , . , .. ,. • each end of ~hear panel ... ··-··--.. : ::·_.. b~-" _The shear wall with llx plates may be built with 3x plates. ·";' , .. : ... c; • The center wall between garages may be structurally framed with '/,~::-· :. one common 2x6 ·sole ·plate and a staggered stud arrangement or ----~•-· :-;c_ ···,_ It may be framed as ·two separate walls nailed to a common 2 x 6 . . .. sole· plate. .... . ·· ·:_ ,..::-.::··:::·· d •. ·2 -~ 10· ·@ 12" o.c. ··combo R.J •. over living room may be changed to · · -.. ,.::.·.:·-:,;.c" ::·2 x 12 @ 1611 o.c. combo R.J.. Provide A-35 for shear transfer. . ' '• . ... ~ -• .. e •. ·. •.-.-.. . ' ...... ' ·. Post @ outside wall supporting II x 111 ridge. over family room to be II x 6 as per plans. 7:i · .... f.· 31 .x ·4, skylight over stairs to be framed with single 2 x 10 I .:;--./''::_:,c:;. trimmers and headers. · Trimmers span 71 • . . · ,\ ·.' ··)·:-:~.:' g_'' All roof plywood to be bo!-lfldary nailed per cfOnventlonal construction .. ,,.~. ~z:' · .... • PljOvlslons ofl UBC,· I.e. 8 ·@ 6" o/c BN; 8 ·@ 611 o/c EN; .• ,:.• :~-'"'" .. 8 . @ 12" o/c FN. . . . -...... ,-~ ........ ,. -. -...:;.;.:. 1,;, Shear transfer of roof anci' floor dlaphram to be per shear ·wall · . -·. :. . .'< ... -:_ ... ·•"schedule· sheet 6 and per .. attached clarification. '- 1 _::C:i\ _ _::.:_i;:: All top plates broken by-beams t. be str~pped with MST 18, eg; , 1.' ----6 x 16 In garage. ,._.,.,, ' ·.~-., ..• ~ -527 NORTH HIGHWAY 101 • SUITE E • SOLANA BEACH, CALIFDRNIA.9;'1075 • e1s_·14i31-7818 :·_~-:~?J~l/ff ill?'f ··~~-·-~--:., :· _ _.. __ ,' _:1·:-:•·::':;'._;:_" \:';:-.. : ·-:-~··~-~:. •----,. . ·· · :.··~...:;'.~.:: 'City of. C::arlsbad • ·o--,· :.A'-:>.· Building-Inspection --.... -~,..,... .. . ~'"-:'-:-r<"~" .... _ ... ~ ..... "':', .. '" ··_ -·::-•"'··-. ...., ... - •••• : ·\·-:-.: ~.:, ... :.:: •• ,. •• ·•,0i-:"~·:i .. r"·. · ·-·-:---~·-:_?:~~t~·}~:;·· ·::·;:::: ... Department : . r- : ... ·;.- 2 December 1985 Page Two :':: .. ::>,=;_-r:·:~ "Air sole-plates of shear walls that are broken by plumbing to be - · --;,•:, .• : •a-· . strapped with Simpson ST 22 • . ' ;_ ·.,,. ' '·,.\7':.'.. ,, e-2::,J,e; ::C.:. "~-. All hold downs Installed with grout other than Embeco 636 to be_ · . •. '-·· .. :,:.c .-. _____ .~:-_toad tested by an lndei:>endent testing laboratory ( see letter) • . .. ~ ...... ', ~ ., -__ .,._ .-• -~ : ,.::.;~ : Sincerely - _.:_;·_0i .. ,.,,..'~ ... ' -~ ·. It"·--·~-_.-.,,.. ,,\~ ---....____ . _. ... Obert Sowards RCE 2611011 . j ••••• . , ··· ·_· RS/jn ---,. -.-\ .. ·.-,-,.-cc;_ Broca Development_' ... enclosure . ., ........ . ,, --..... ~:~-------, .. ...:. -.. ~_. -.... • _1 - ·--~---.... , -. ~ ...... ' j . · . ., ,~ 19 August 1985 Alex Chouza Broca' Development Company 9401l Genesee Avenue Ste 260 La Jolla, California 92037 RE: 2349 Levante Duplex Dear Sir: Per our conversation at the job site August 19, 1985, the following recommendations are made: a. Replace PA 28 anchors with Simpson HD-2. The anchor bolt to be set In a H inch diameter by 1011 deep core drilled hole and filled with Embeco 636 nonshrink grout. b. The shear wall with 4x" plates may be built with 3x plates. c. Center wall between garages may be structurally framed with one common sole plate approximately 8 inches wide and a staggered stud arrangement or it may be framed as two separate wails nailed to a common sole plate 8 inches wide. Sincerely, Robert Sowards RCE 26404 RS/jn • 527 NORTH HIGH\1\/AY 101 • SUITE E • SOLANA BEACH, CALIFORNIA 92075 • 619 / 481-781 8 rSOWA_RD~ ENGILEERING 12 September 1985 Alex Chouza l!Bl"OClf\Development gqoq Genesee Avenue .Ste 260 La Jolla, California 92037- Re: Duplex Lot 121 Map 6117 Dear Sir: Per your request the following changes have ~een addressed: a. Embeco Grout 713 does not have the same properties as Embeco 636, nor Is there pull out test data for this grout. Master Builders, the grout manufacturer, recommends a pull out test of each hold- down. · b. Interior common walls may be anchored with power driven pins according to ICBO Report #11q7 In lieu of anchor bolts. c. Post connect for the 6x6 post may be a 5/811 diameter pin embedded 611 Into footing and wood post with appropriate moisture protector, Sincerely, ~............_x..,. •• " -~tt Sowards RCE 26qoq RS/jn 527 NORTH HIGHWAY 101 • SUITE E • SOLANA BEACH, CALIFORNIA 92075 • 619 / 481-7818 - • SOWARDS ENG1JJt1NG P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB ~,i.e.~\_)~-------- SHEETN0.--.....1.--------OF----,---~--- CALCULATED ay _ _,(2._cc_!>_, ----DATE-/!.!/..j.(...:1-:::~:..L./=:~..::Jc......_ CHECKED BY-----------DATE-------- SCAL .. ~ ,, ·:.,.t ..... .., .. ~ ............ ~.e ·-+--+ .... , .............. + ....... , .......... , ..... , ... . .. ... ,. . . ! ' . .............. . ... ...... , ........ , .......... +--+-+---+ !---+-+--!---+-+--i .......................................... , .... , .. '---'----'--'---'··"' ..... , .......... + ......... j ........... , .......... ,. ' .......... , .... .......... +-+--l---+--+-l---+-~l'---!---1--1'---!--I i ····· .L. I ! i ..... ..... 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J ...... L ..... .i. ... ' .. J .. • ~ 1=--~ ~ ! : : ! ~ i I .. ~-~ -------; fl"9Jl:,J~,. ... ~ ff r7-c 1 s <} + ' ... I ~Ii"· i : i ! , ........ 1 ........... ·····•·' .. ... , .... .. .......•...... j.., . . , .. ·t . ..... ~ · ....... ,. ...... ~.;__-1 ! i i l---+--,-+---1•·•• .. •••"1•-••rn"" 1,,,.,,,.,,,,, '"" i --.l!iDI) .. -...... ~,, Testing Engineers-San Diego j • A Division of United States Testing Company, Inc. 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 ',all! 2948 Industry Street, Suite B, Oceanside, Ca. 92054 (619) 757-0248 December 9, 1985 Broca Development P.O. Box 12687 La Jolla, CA 92037 Job: Residence 2355 Levante Street La Costa, CA 12/4/85 PULL OUT TEST INSPECTION REPORT Arrived at the residential structure. at 2355A Levante Street and .conducted a pull out test on four 5/8" Anchor bolts. All four tests passed the required load of 3400 pounds. Tests #1 and #2 located at east wall of south end of family room test #3 located near the rear sliding glass door, and test #4 at south wall of north family room. _ TE~yNC, ~GINEERS-SAN DIEGO t/4,,~ ): t.,£ __ Masan.i K. Murao Laborat~ry Manager MKM:ia /. ---•-~ ·' SOWARDS ENGINEERING--.----~~---. . •' ~ -· _. _,. '_, ,, ......... ~--___ ;_ . .-.: I -' r: ........ ""'./"" - -l • : __ :: 2 Deeembel-1985 :. • . I -----· --.,~ ,-_ - . ' __ ,_ .. ,. '• c~ ··- --,·City of Carlsbad , Building Inspection Department ···Elm Avenue · :-•. Carlsbad, California . 92008 .. Dear Sir:. The following recommendations are made: ' a. b. c. d. e. f. g. . --~ Replace PA 28 anchors with Simpson HD-2. The anchor bolt to be set in a H inch diameter by 1011 deep core drilled hole and filled · with Embeco 636 nonshrlnk grout. Hold downs are to be set on each end of :;hear panel. The shear wall with llx plates may be built with 3x plates. The center wall between garages may be structurally framed with one common 2x6 sole plate and a staggered stud arrangement or _ It may be framed as two separate walls nailed to a common 2 x 6 sole plate. 2 x 10 @ 1211 o.c. ··combo R.J. over living room may be changed to 2 x 12 @ 1611 o.c. combo R.J. Provide A-35 for shear transfer. Post @ outside wall supporting q x 1 q ridge. over family toom to be q x 6 as per plans. 31 x 111 skylight over stairs to be framed with single 2 x 10 j trimmers and headers. Trimmers spa11' 71 • ~- All roof plywood to be bo~dary nailed per cfonventional construction PljOvisions of, UBC, i.e. 8 -@ 611 o/c BN; 8 @ 611 o/c EN; 8 @ 12" o/c FN. h, Shear transfer of roof and floor diaphram to be per shear wall · schedule sheet 6 and per. attached clarification. I. All top plates broken by beams t. be strapped with MST 18, eg. 6 x 16 In garage • 527 NORTH HIGHWAY 101 • SUITE E • SOLANA BEACH, CALIFORNIA 92075 • 619./ 481-7818 ; _,, ___ ..,. ___ ···• .. ; . • ·---------~ ; . .-.: ... City of Carlsbad · Building Inspection Department .. r- 2 December 1985 Page Two -f. Air sole ·plates of shear walls that are broken by plumbing to be- strapped with Simpson ST 22. All hold downs Installed with grout other than Embeco 636 to be ... .. load tested by an Independent testing laboratory (see letter).· Sincerely, r, ~-e. ... ~ ~ ifobert Sowards RCE 2611011 RS/jn cc: Broca Development enclosure SOWARDS ENGINEERING-----------, 19 August 1985 Alex Chouza Broca Development Company 9404 Genesee Avenue Ste 260 La Jolla, California 92037 RE: 2349 Levante Duplex Dear Sir: I· Per our conversation at the job site August 19, 1985, the following recommendations are made: a. Replace PA 28 anchors with Simpson HD-2. The anchor bolt to be set in a H inch diameter by 1011 deep core drilled hole and filled with Embeco 636 nonshrink grout. b. The shear wall with 4x plates may be built with 3x plates. c. Center wall between garages may be structurally framed with one common sole plate approximately 8 inches wide and a staggered stud arrangement or it may be framed as two separate walls nailed to a common sole plate 8 inches wide. Sincerely, Robert Sowards RCE 26404 RS/jn • 527 NORTH HIGHVVAY 101 • SUIT,: E • SOLANA BEACH, CALIFORNIA 92075 • 619 / 481-781 8 ,SOWARDS ENGINEERING I 12 September 1985 Alex Chouza 'r'Sl'OClf\Development 9404 Genesee Avenue Ste 260 La Jolla, California 92037 Re: · Duplex Lot 121 Map 6117 Dear Sir: ~ Per your request the following changes have been addressed: a. Embeco Grout 713 does not have the same properties as Embeco 636, nor ls there pull out test data for this grout. Master Builders, the grout manufacturer, recommends a pull out test of each hold- down. b. Interior common walls may be anchored with power driven pins according to ICBO Report #1147 in lieu of anchor bolts. c. Post connect for the 6x6 post may be a 5/8" diameter pin embedded 611 into footing and wood post with appropriate moisture protector. Sincerely, ~~·--" ':::~t Sowards - RS/jn 527 NORTH HIGHWAY 101 • SUITE E • SOLANA BEACH, CALIFORNIA 92075 • 619 / 481-7818 ) ) ., -------------------MASTER BUILDERS Mr. Rick Gombes Broca Development Company Post Office Box 12687 La Jolla, California 92037 IMPRQVJNG CONCRETE WORLDWIDE November 27, 1985 EMBECO 636 vs. MASTEREFLOW 713 GROUT Anchor Bolt Loadings Dear Mr. Gombes: Thank you for calling regarding the relative merits of grouting your sill framing to foundation bolts with the subject products. As I understand the situation, you are concerned with the quality of the grout as it pertains to meeting seismic design requirements for two story wood framed structures. Your 5/8" bolts are embedded into the concrete foundation at 10"-14" depths with nuts and washers at the lower elevation of the bolts. In view of these considerations and assuming that the cored holes were clean and grout placed as we recommend, we are confident that both of the subject products will provide suitable anchorage exceeding that which you would have, had the bolts been embedded directly into the foundation when it was poured. In this instance, we feel that the quality of the workmanship would be much more critical than the choice of product. Embeco 636 Grout is superior to Masterflow 713 in terms of "toughness" ,1and ability to absorb multiple loadings (ie. heavy, vibrating machinery, rail systems, etc.) over a period of time. Both products, however, so far exceed your concrete qualities that in this instance that the difference in functional qualities becomes insignificant. I hope that this properly describes your situation and that this information is helpful to you. If there are further questions, please contact us or our San Diego area representative listed below. HLM:hg cc: Susan Earp-Gibson Master Builders 2420 University Ave. #6 San Diego, CA 92104 (415) 786-3114 Yours very truly, \1\ Vvv-':1-~--- ...1,,-'\. \.... ' H. L. McFat+s, Manager Engineering Applications Construction Products Marketing cc: P. J. Russo L. E. Smi thJ100 CHAGRIN aouLEVAR□ CLEVELAND. OHIO 44122 PHONE 216/831-5500 TELEX 980-305 •· • SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 72=p ~i; 'Tilt!-,-. ..., lf'~wo o'o , r~e- lt,i;; I'- Jo•--"~==c;;"'-'A'-'---1-/_,_M=::_,.1?"...'r::."'--_r-._.,_.r_c_[ _____ _ SHEET NQ. __ __:._/ _____ o, ______ _ CALCULATED BY _______ DATE _____ _ CHECKED BY--------OATE------ SCALE t,-z.f,;.F t,, . 1-,t' ,J.~ ; Mls J -;·'"''' P'IICW:l'20&-J /f\?H/1,c., Grvllin. Ma 01411 ~~> ·. (!NI$ 1-/. fr/. w /)I) .o . F4-.:4twC- -Crs it H, s c., b·l /'f.o ('~F /r,. cJ I. t:J - -z.. 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Box 517 SOLANA BEACH, CALIFORNIA 92075 -Spt.N-z IJ' /Z,0;&e. -, , r; l ?r.P-,f • -z.,-, 2 • /, ::>~/4 J 1 ft--c., ~/. 5 //. t-f'"-. ~1 ,;, I J./ Z:z., 1 2-.i ...... . •-.;-i, 1-/l.2--r• i.-~ f ._:_ ,__ f2..p_,ll-,z. SpA-N::: It' t.v /l....-,-,1 w .,_ to.~' x. 3>) raF +ro "" 37g pl, J '18/4 . 11 ' 571 7 .> • 4-7 3 ✓ , n:r11 . A , '1---.r 1 CALCULATED BY ______ DATE _____ _ CHECKED BY _______ DATE------ SCALE 4 X I_-Z. Pf:. Se~-f-1-;, • 1:,-:::;. p, ,! ,, 4-x 14 ~~-11-3 5et,.-,-) ..... 1-z..',(,,'' <! . H$r. BA-TH• w-:c 13.~'x~es-f'+-IO"'; 4&~f'/, I l icS .£/ .6 ,ts.~ CJ 4-:'' \1 "t +-?~· ,+ <;. 1!5. I ,..;__3_ \! '7;;,c, I 1 4 X/'2. ~k:. A 4t> .o ,.;.! , ~4 5pih-J.., 'z I.Al ..,_ r1'x:,~ = 5g-~ pl, .I. =3.4-(j, K I 2,() 3. > 10.0 ~1 4><. 0 Pf* I 0 k.. ✓ 1(p-,_, A. / 'l-l-- SOWARDS ENGINEERING P. 0. Box 517 Jos B~A-/ k..o~ r SHEET NO. 4 Qf _____ _ SOLANA BEACH, CALIFORNIA 92075 CALCULATED av _______ DATE _____ _ A:.) ~em.. ~~-e /A) • !£'..,, ;( 5b f",1 ' /'1-1, I 1-i,j-,-Z. /1:, H ~t,,,Z-h :s V A --i I · 1 ,; .. _3 . 5/Z,s'" 7 2 ...... . ";/ 4.----- CHECKED BY _______ DATE _____ _ .~r~ ... :"i Q>f/, SCALE /l,X.l'2-Oplf / (? /?..-''cf?t . :::p#4--.J "c. /7., I , 1 CA-NI =z,,: X. I ::z..-~J.~ .. 3-._ 17 r-. ~ -Z e,1 L ~o.--r w-= 4. s:-x.,, ?iS ("'-r , .I 14'1 (/1;, . . . . f-{ ~, 7.--0 > 4'2-4-i.:..! V l~o A_ 1'1,1..:...,'I,, w, I I [ j 1--i -+-I ..c.;_I ~-----1 f /o,(" . \ /o' ,, ': 44-1'4 ~ 'to"/ 4-IP& :;ii- ~,1.-' ( C.0 (7 ) . w I.,. 1z'x:: 3ff'$f t '6 )(l~f~ t-a,C.7x~Opr/' + I~ "2 07~*/, )-,(.,___ f,2 X: 4/,f~ z.. ::; /<rnl-1•4- :Sy, /11zt,. YI?_ <; • !', /SuD : /4-7,' .,,___ SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 f P;, ?;;, :5ff1N:: 1"7' JOB--------'An,.~~rJ~r;,t,fT~-L-------------~ SHEET NO·----'--------QF ______ _ CALCULATED BY _______ DATE _____ _ CHECKED BY--------DATE _____ _ SCALE p10 1.".:>IZ ~ /.JJ 1-' ,(,, X '3Df""f t-6X'li p,;.p ~ /":,7 +(S-: /53 flt T c.l/t. + l''/e-.., t7r,1/L:> I) ~7..'3,__+,7f/<fc"'/O;l4-1q 5 <c"f ,...,:_, 3 \I "J 't if -f-I 1-S-t, ""~,;;o f:,. '7~ -'7 .....:.. t..c . Ff? 4 -SpA-,,h i\1-~•• w ~ ,;..~ I><. sor~f-+ Io' ><. ,~f-~r •Ir:= 410 rt, J /ll-(t.. M _17'7o ,; C,f.~ .i-v! \j 210 '2.. L\-x.1 '1... A '3's,'2-.;.. -=--or.*' ---rrf ... SOWARDS ENGINEERING P.O.Box517 SOLANA BEACH, CALIFORNIA 92075 60.--.,7- "800..tf20&-1 '/\7!1/s1 lne .. Gioton, Mm. 01'71. JOB---'k~-cP~Y--1"---'--'-T __________ _ SHEET NO.----'G>,c__ ______ QF ______ _ CALCULATED BY _______ DATE _____ _ CHECKED ey ________ DATE------ SCALE /']..'' Wll?l'.:-:X /~'·,;,~-r it--4--. lVf ,\: POTTZ'"-1 I~· w ~015 It .f TOf Fn:, die. x If'' (lG,-1;;, (' f 6orroH SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 L~ QC--<:.!l.tt-.l . ~U,llT ~,, -1~[ ft9J ~yri< l"?p-,f + JOB----"f~,,.,·=~e,,.A~'--+/-----'A.-f/..._/?=-...=l;;/'J__._r _______ _ SHEET NQ ____ L-_-_2,.c...._ ____ QF ______ _ CALCULATED av _______ DATE _____ _ CHECKED av ________ DATE _____ _ SCALE Ft-oo a.- F~ = ,/§l['1<:-D'7fi X rop-,r +-,z,;o )(lo' ,c,·i,?s~·J ;J 1.812--4 7CI Sf-I• l Dr!. ,11,, P,v n ll ".l "f Two -STOI/..AJ .. . .. I (ltJ (l f I (JI,) t.,,Y 4 Wi' I,.._.· . .!,, .. ,.,!,,...,.. ~ c;,z. ./jg ~, I I 0, 41'3-'&3 g {, [iootv ?al 1., t>· ~ii ~'TU • 2i&t r . ~\j ~ /3cfJ D 1'72-,10£ use &,g <)SG <;.o SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 I f '" JOB ,-,,4X,A, ; A,,_,orr-r0 I L-b SHEET NO.--------OF------ CALCULATEO BY _______ DATE _____ _ CHECKED BY _______ DATE _____ _ SCALE ~ ' Kf·-t ,q It' ,( 'U ! - --z,. <; 81 · 1 l ' . >~-'-'-,,_,,_u,) 'C, 11 w/ JA-Jr 4-~ V6Wr W IW., 13e;;TN t:v-1 HJ T '!:,A 'I H 4 Clo$ CT f• l-;.111.: )(?.1...- 0 X c. 8 t,r-' 1-&1411- !J _ we,;{) . ttlsr 'P..-Gt? fz. lf-.{,1_?.:1 x[,J ~ 7t./l/-S--p -So· 5, . •.JJ tLl./ Lv tlv../\ f-, 10,o 3 y ~. rr~F .:.. 7 1 !:(7 .. "' -~ {_,,<.) /_l~ FA ,c I Qr-~ Jo' 7,(,,,/L/- ' 1-.<,,J f'. 1u' 71---: 7, r·/ -z-3 E; P'. , 5 e ', 1,Jj YA 2-;:? r--&, <: v 1G x. ,;-,<;r,1-'° ~1L1-f pf. --v-, -: ' 1--f -; ::-. , 2--, ~pc,.,, ·~ ,/. PIIOOJC120t-l /IV'fiis/ lot., GfOlall. Ma OIUI. • ' SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 &lk>.c-4 I A-rl-o~ JOB--""-=~~-'-~--=----"'=-'--'-'--------- L-4-sHeeT NO.--~------QF ______ _ CALCULATED BY _______ DATE _____ _ CHECKED BY--------DATE _____ _ SCALE f:z. 7><._rf(t. 8.B _, -;;.77,._tf: +:: '")-? 7 :7--/,-s l -z... . I r-11-fl I • 2;,~· 'e, ,, -IA.I c;;,_; 7 1,/J V~ tf e: Y,? -z__ f-z /Or'-i->C?--'7,( f,f(~f --~ ~,,;-09~ -CJAc, uJ o.;_j j.//. VJ 0-r.J f--. r' [ X (71X: '2, i;) t 7 ~ u: X. (", l .._ ~ .... ,i?.;-~ . /' . h 1 ~ I ?-1 f' 1 ~-. '}/' P-,o-fi, 5 IO t:, <:. , • SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 l}J~ 6A11-- '8/¼J t-A I A /Ul eM r JOB--------,-~-~~~~------ L -,; SHEET NO ________ QF _____ _ CALCULATED BY ______ DATE _____ _ CHECKED BY-------DATE-----~ SCALE f 2-. q 'x'2.-I '1<: ,,. ~~t Ii? •~,: 2./ f x'.,,)',o ., 7-1 i c, #- -So. w rJJ.1. (,, Af:2_ f .,_ ;¾r f t / &, '..,-2A ' ><' r, CJ -z 4'<-1 f--Jt ---,y-:-4 Z-""t 4- !t,,, 2 ~f(, ~ ,, L, I , -No. w,u,) L-t! llM i.... 6 · (x -u:.+ , xi 4) x-5.o f:· f + -31.1-:J, r ::. 4,z. 5-0-# I SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 VS€, '7~ •.;JI f+v.;, ~ -u_J pg -f· c::,~ ,, JQB __ _L.8,,_IJ.,!J=C.,t,_L--'._ __________ _ l-b SHEET NO.-~~-----QF _____ _ CALCULATED BY _______ DATE _____ _ CHECKED 9y ________ OATE------ SCALE /0,1> 2 =3'17 f ', p ... !o',,?.c,';e~o f --Z'5"6o = ?&-oo-.f.. 'lr-=c 3 g O 0 ;J-'5 I -W t,dJ., f::,G TlAJ ~"-..! L,,/, f k:--r T /2' 5~ ''c." t-=-...,_( {p-x: ,.;: x:<;,ops.f -t-~ 1,,t:..,cZJ >< S,,$""!> 4-i-3,r,, ., ~<{""10 -:y-,-.,_ > ~'lo -U ,t-u_,o/J W/,t,(., p:::.- ~ I 'A ,, ~oo-rH#l. \( BENTON ENGll'JEEFIING. INC. Af'i'l.lLU !,(Jll M~':r -1,~;•cs -,·our.:O)l"rlCl~IS ,-HILIP Ut:NKINCi fJCNTON ,-wl~IOl,._t • CIVIi. CHC.INl"t.lt ·• Rancho La Costa, Inc. Route I, Box 2550 Encinitas, California 92024 t,741 l l. : .a ~:.JS U(.llll.l:V-'IHl :;AN fllC".G'.:-C;..l.tfOHSI/\ ~.:!:11:.. June 23, 1969 Subject: Project No. 68-11-23D Gentlemen: Fi nol Report on . Compacted Filled Ground La Cosio South Unit No. I Rancho Lu Costa, California Su+ Ou~:i SijJ.Sj".;i,4 L4 M,~., 4t.~-St>~<l This is to report th,, results of tests and obst-cvotions made in order to inspect the compaction of filled ground placed on cc:rt-:iin ure.:,s of Lo:~ I, 3 to 7, inclu;ive, 14 to 25, inclusi•,c, 34 to 39, inclusive, 43 to 4S, inclusive, 54 to 58, ir.:lu.ive, 62 to 72, inclusive, 82, 83, G4, 86, 87, 39, 90, 110 to 120, inclus_ive, _122, 123, 131, 132, 151 to 154, inclu,ivc, 166 to 177, inclu,iv.e, 181 to 134, inclu,ivc, and Portions of Lo Ce,sta Avenue, tJCt_v_orr_t:i __ Drivc,, V_!~jo_Cc~_ti_llo \','.Q.,:, Nuavo Castillo Wcf'y, Seville Woy, Levanre Street_, Gcilicia Wc,y, and La Coruna Ploce, L•JCc~I::: South Un~t No. I, Rancho La Costa, California. The fills were placed duril"{J lhc puiods between February 4, 1969 and May 2, 1969. The approximate areos and depths of filled ground plc,ccd und~r our inspection in occ-::rda,,ce with lhe approved specifications arc show.i :>n the attached Drowir'Q t'-!o. I, entitl::,d "Lo:otion of Compacted Filled Ground." The grodin, ;,Ian u,ed for the placement of filled grourd wcs prepared by McIntire & Quiros, Inc. dCJtec January, 1968. The approximate locations at which lhe t.:,m were taken and the fir.al test results are pr;)sen:ed on page Nos. 4 to 19, inclusive, under the ''Table of Te,t Re;ults." lhe laboratory determina- tions of the maximum dry cbnsi tics and opti:num moisture contents of the major fi II mo:eriols are presented on po;ie No. 20, under the "Lol:oratory fo,t Rcsul ts." So,,13 of ihc :naximur., clry densities shown in the "Ta~ile c,f Test Resulr." were com\::in,)tians of 1hese. The tests w~,e t:ik"n duriru the w~.:,kiy periods indicotcd Lelow: Test Number I to 8, inclusive 9 to 29, inclu,iv.:, 30 to 37, in-:!u,ivc 38 to 89, inclusive V 90 to 139, inclusive 140 to 191, inclusive 192 to 257, inclusivu Continued on pave two. \.'·/eek Endi nJ Fabruary 8, 1969 February 15, 1969 February 22, 1969 March 8, 1969 March 15, 1969 March 22, 1969 fS;;;liJ ,I -------.. ~· ·· .. ;:/ ._~ !~/i/:i~_) ·~ .. ~--~~ .. <, :.~ "/. •. ~-• ' . . . ' -' . , . .-;; . . ' . -~~ ,-. ,• ~•;.---...-..-:•ue-,,~J.4..W·;, •• •:~•: :;:..:;.:::~~:.,.:~~~.;.~:~~•.:..:~;~~:,~~l"J•~~;~~:: ~~j~~i.~•.:,,~;~;;,_;;~ •.';;.:.:~.:.:·•• ._ C.1~ ', <~-~,I .. :9;-~ -- j l . ~ Pr Jjccl 1-!o. 68-11-L3D L h -2-Junt.' 23, 1969 :! La Cosio Soul Unit 1'--!o. i J 1 ) '.I ;i Test Number 258 to 352, inclusi·,c 353 to 433, inclusiv:: 434 to 461, inclusive 462 to.485, inclusive 486 to 5C6; inclusive Week EnJi ro Apri I 5, 1969 April 12, 1969 Aprl I 19, 1?69 Apri I 26, 1969 Moy 3, 1969 '.l Ti,e final result; of tests or.d observations indicate that the cornpocl-,d filled ground has been ; pl~ceJ at 90 perce:nt of the rnaxiraum dr)' density or nrcoler. II h"s been dalermini>d :ho: the :1 fi'I rnotcriols, compacted to 90 percent of the rna,.imurn dry :br.sit;,, have a safe bearing value -.,fat least 1510 pounds per squmc foot for one foot wide continuou, faalir.<JS founded al a · mir,imum depth and placed fi,e foet or more imld,: the top of compacted Filled ground slopes. 1 If footiros arc placed closer to the exposed slopes than 5 foet inside the top of compacted iilleJ ground slopes, these should b:: deepened on;, fuol• below o 1 1/2 horizontal lo 1 vertkal line 1 c-rojected outward m,d downward frorn a point 5 feel horizonrollr insiJ2 Ina top of compacted ,;·1ed 3round slopas. Tests indicate that the cornr,actcd fillt•d uround is adequate lo s"lisfoclorily ,i ._,r,porl the proposed one and two story wood frurnc., dwellirDs without d;itrimentol se,lllt:rnenh. lJ :I ~ ~ ., I In our report of the original inv;,~tiuation condur:lcd at this sub:livhion, (Project t•lo. 68-2-2C doted Morch 8, 1968), we stated that scm<l silly cloy or.cl sorlly cloy soils had been fo•JnJ on Irie silc that were cxp-:msivc, or.d we ,<,comm-snd,acl that each lot b-~ imp~ct:,d clurin.J or CJftcr gr"dir.J fo<> cl~terrnine those lots in which sud, C/.p•1mive soils exist wi:hin the upp~r 3.0 feel. 1his hos been dona, and the followirl!J lots hov.:, Leen four>J 1(1 contain pot.:,n:iallr e><pomivc s:.ils within ,he upp,:.,r 3.0 feet. l Lot Nos. Lot Nos. Lot Nos. 1 to 8 11 ?7 to 10)., 170 to 131,, inclu~ivc i nclv~ivc inclu;i•,c ) Ir is recommended that :he following spacic,I dw,ion precautions bc token for the houses to Le cc,mtruck,d on the obovc-listod lot;: 1. 2. J . lsolc,tcd interior piors should not l.c used. Contbuous footir.(JS should be used throuuhout, ur:d rhi,s-1: should l,c placed al Cl minimum depth of twa fo.et b~low the l• .. H•,est adjac•~n: c>::'1rior finu'f oround surface. Reinforce c,r,d int~rconnecl conli11•1ously with steal Lars all interior and cx.terio, foc,tinJs with h·1•.> 1'4 bC11s at 3 i11c.lH,; above the bottom of all foolia-'i)s 01,d l\•10 i/4 bm~ placed 1 1/2 irich<!s b"lnw tho top of thc stems of th~ fooliras. Usn roi!it:d wood flonrs 1:1ot ~pun L,,:ween c·ontinuous footin£J.s, Oi reinforce CJII con-:r<:tc slobs with 6 x 6 -10/liJ woven wire fobric, on:1 pro·,id:, a minirnc:1n of 4 ind,es of cl,son sorr.1 h"n~ath oil concrete slub,. Provide Cl moi;lure Larrier 2 inches Le low slob und:,r livi,YJ urcus. • -~•-•••M-••~'> • ---·_-,_ -·-··•---•-.. -:.=---.....r.a.•.tc~~~~--~~-....~~ ,· .1 ,I 1 Pro•1·ec1 No. 63-11-23D 'j i Lo Costa South Unit No. -3-June 23, 1969 ~ l j l 4. 5. Separate garage sl<ibs from perirn.::tcr footings by 1/2 inch thicknass of construction foll or r9uivolcnt, to ollow independent movement of garcge slobs relative to perimeter footings. Provide posi five droi ncge away from all perimetu faoti rgs to a horizonlo I distance of at leost 6 foci outside the house wol Is. ' lnoddition·to the filled ground placed and inspected within Lo Costa South Unit No. 1, ther;, was an area of fill approximately 180 feet cost of :he co;t'end of Navorro Drive. This area is shown on Drawing No. I, ond the tests taken v,i:hin the orco ure Test Nos. 257,258,264 and 270. R.::;pectfu II y submi lted, RENTON ENGINEERING, INC. I M. V. Pothier, Civi I Ergin~er I Distr: I l I i ' j 1 i ·\ (4) Addres;ee (2) 'McIntire & Quiros, Inc. Attention: Mr. Gory Cuml,ey ( 1) Rick El"\9 i neeri rg . ; . ,., , ... BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATION9 IHIAO RUFFIN ROAD SAN DIEGO, CALIF"ORNIA 92123 April 3, 1985 PtHLIP HENKING BENTON PRICSIDl:NT • CIVIL ENOINl!UI Broca Development Company 9404 Genesee Avenue La Jolla, California 92037 Subject: Gentlemen: Project No. 85-3-14F Limited Soils Investigation Proposed Duplexes Lots 121 and 122 of La Costa South Unit No. 1 Levante Street Carlsbad, California Tl!Ll!:PHONIC (f,/9 J 989-19159 This is to report the results of a limited soils investigation conducted on Lots 121 and 122 of La Costa South Unit No. 1 in Carlsbad, California. The objectives of the investigation were to determine the existing soil conditions in the upper three feet below existing grade and the expansive characteristics of any clayey type soils. Four exploration pits were excavated by hand to a depth of 3.0 feet below the existing ground surface at the locations shown on the attached Drawing 1 entitled "Location of Test Pits''. Undisturbed samples were obtained using a special hand drive apparatus and loose bulk samples were also obtained and delivered to the laboratory. The soils were classified using the field identification procedures of the Unified Soil Classification Chart and the log of the soil conditions encountered in the exploration pits is presented as follows: Pit No. 1 Depth Be 1 ow Existing Ground. Surface in Feet 0 -0.5 0.5 -1.3 1.3 -2.8 2.8 -3.0 Soil Description FILL -Gray brown and light brown silty fine sand (dry, compact) Brown silty fine sand with clay binder (dry, very firm) Brown fine sandy clay (moist, firm to very firm) Brown and yellow brown fine sandy clay with small pockets of clayey fine sand (moist, very firm) Broca Development Company Project No. 85-3-14F Pit No. 2 3 4 Depth Below Existing Ground Surface in Feet 0 -0.3 0.3 -0.8 0.8 -2.5 2.5 -3.0 0 -0.3 0 -1. 5 1.5 -1.8 1.8 -2.8 2.8 -3.0 Laboratory Tests -2-April 3, 1985 Soil Description FILL -Gray brown and light brown silty fine sand (dry, compact) Gray brown silty fine sand (dry, very firm) Brown silty fine sand (slightly moist to moist, very firm) Gray brown silty fine sand with slight clay binder (moist, very firm) FILL -Light brown and light gray silty fine sand (dry to 0.8 foot, then moist, compact) FILL -Light brown and light gray silty fine sand (dry to 6 inches, then moist, compact) Brown silty fine ~and with slight clay binder (moist, very firm) Gray brown and red brown fine sandy clay (moist, firm to very firm) Yellow brown clayey fine sand with pockets of fine sandy clay (moist, very firm) Laboratory tests were conducted to determine the dry density, moisture content and expansive characteristics of the fine sandy clay and silty fine sand with clay binder. The results of these tests are presented as follows: Percent Expansion Under Unit Load of 500 Depth of Moisture Dry Pounds Per Square Foot Pit Sample Content Density from Air Dry to No. in Feet % dry wt lb/cu ft Saturation 1 1.0 6.6 113.8 0.34 1 1. 5 20.7 99.3 6. 77 4 2.0 24.6 97.7 6.99 Discussion and Recommendations It is concluded from the results of the laboratory tests that the fine sandy clay encountered between 1.3 and 3.0 feet in Pit No. 1 and between 1.8 and 2.8 feet in Pit No. 4 would be considered a "critically" expansive type soil. However, in that the thicknesses and depths below the existing ground surface of this expansive soil are variable, three types of special design are recommended: Type A is best provided the footings are placed and reinforced as specified under Type Band C. BENTON ENGINEERING, INC. Broca Development Company -3-April 3, 1985 Project No. 85-3-14F A. Raised :·mod floors on continuous interconnected footings are nreferred to concrete slabs on grade except in garage arees. B. Vicinity of Pit Nos. 2, 3 and 4 1. Use continuous interconnected reinforced concrete footings, where possible, and place these at a minimum depth of 1.5 feet below the lowest adjacent exterior final ground surface. If isolated interior column footings are required, these should be placed at a depth of 2.0 feet below the lowest adjacent ground surface. 2. Reinforce and interconnect continuously with steel bars all interior and exterior footings with a minimum of one #4 bar at 3 inches above the bottom of all footings and one #4 bar placed 1 ½ inches below the top of the stems of the footings. 3. If concrete slabs on grade are used, these should be reinforced with a minimum of 6 x 6 -10/10 welded wire fabric and a base layer of at least 4 inches of 3/4 to 1 inch size crushed rock should be provided beneath all concrete slabs. A moisture barrier should be provided above the crushed rock and then 2 inches of sand should be placed over the moisture barrier and below the bottom of the slab under living areas. 4. Separate garage slabs from perimeter footings by a½ inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by extending the felt over the full depth of the front thickened edge of the garage slab. Al so,. cut off the garage door stops at least½ inch above the slab. 5. Exercise every effort to assure that the soil under the foundations and slabs has a uniform moisture content, 3 percent ot 4 percent greater than optimum throughout the top 3 feet below finished grade at the time of placing foundations and slabs. 6. It is recommended that positive drainage, 6 inches of verticql fall in 6 feet horizontally, should be provided around the perimeter of the building in landscaped areas. Drainage systems should also be provided to collect all runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. All surface drainage should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply with the above requirements. C. Vicinity of Pit No. 1. (Where expansive fine sandy clay is within 1.3 feet below finished grade) 1. Use the same special design as described in Section A with the following exceptions: (a) Use continuous interconnected reinforced concrete footings, where possible, and place these at a minimum depth of 2.0 feet below the lowest adjacent exterior final ground surface. If isolated interior column footings are required, these should be placed at a depth of 2.5 feet below the lowest adjacent ground surface. BENTON ENGINEERING, INC. .. Broca Development Company Project No. B5-3-14F -4-April 3, 1985 (b) Reinforce and interconnect continuously with steel bars all interior and exterior footings with a minimum of one #5 bar at 3 inches above the bottom of all footings and one #5 bar placed 1 ½ inches below the top of the stems of the footings. The limits of the expansive fine sandy clay would have to be determined by excavating additional observation pits at the time of construction. Respectfully submitted, BENTON ENGINEERING, INC. By -tf/'P. a. ----z::f?,. ru11f!.-,, R. C. Remer Distribution: (2) Addressee (2) Robert F. Ardent, Architect RCR/PHB/jer BENTON ENGINEERING. INC, ' LE.VA\.JTE STlt.EET . ----------~-------->- N BEi 121 I I I I I I L~-----t_J LEGENO -' IMdi cqfe9 /...ppro><.imate. \..ocofion Of Tes\ l'it · O~J>..'NN: K. L.Green --.a.' E: '.. \" •4-0' LOCATIOM OFTE'&T f'\TS LOT If.I t I tt OF LA coca~ CS0UiH UNlT NO. 1 LEVANTE STK.E.ET C~RL4&15AO. CALlFO~N \A. PROJECT NO. ORAWINQ NO. ss-~-t4F BENTON ENGINEERING, INC. 1 ENCINITAS UNION SCHOOL DISTRICT 189 Union Street Encinitas, CA 92024 Telephone: (619) 753-1152 Dedication of Land or Fees for School Districts {Title 8, Division 2, Colll'lty Code) es -1 ?<) TO: '!he City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 Plan Check No. z: S +-I ? o Effective Da-te--Pai_d_P~lan--Check---Fee-- * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PROPERTY OWNER'S NAME WtrL-L,JNC.-:1TC,ff f-tof{\tf~.:, 1 U:ff-r ADDREss 14-c_,14-&~:s&f:', L✓As)dlk(__ TELEPHONE +sf-Sl Zlo W EB r °i'Zt-i1,·/ PROJECT NAME (if applicable) ___ ~---------------- PROJECT LOCATION '2::J '?S -;\ 2.5f) L-r:-}AiJfi (CJ O LC l?'J L, _....:..l_(o ___ _ ASsEssoR • s PARCEL No. 01 Lo TOTAL NUMBER OF DWELL~I~-G,.c..,..lu~-4;-I_T_s--~- Applicant ~c signatur * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * No. School District certification -r, bedrocxns/like roans / z X. ~~&,./'l:!.iieJA .,.,.(., at.o . .I)~ ktH- I oortify that the requirerrents of Title 8, Division 2 of the Colll'lty Code for school facilities dedication of land or fees have been satisfied for the above described project. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * NOTE TO ) A review of one set of plans is APPL.ICANT) required by the school district. PORM 00, 0l-021 Ohtrltiutto11: 1111\U· Appllttl'lt Yel10111: Dhtr1ct PIAk: 1,£,plttlRt DEVELOPMENTAL SERVICES BUILDING DEPARTMENT (itp of (arlsbab 1200 ELM AVENUE CARLSBAD. CALIFORNIA 92008•1~ (019)4311-6525 .DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS , CH!<PTER 21.55 CARLSBAD MUNICIPAL CODE RETURN TO: FROM: © Plan Check No. BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 School District SA~ DIEGUITO UNION HIGH SCHOOL DISTRICT Name of District e,s O /z6 Effective Date --~--------+ Date Pl an Check Fee Pd'. Property a...ner' s Name ~ [5"·Lu/ N Cn -r a M fr'.':, Project Address c <'5't'fNe,'S,;':;,e=, AV6 /_/l.,JC, _[_A C/'U.'~I Project Site Legal Description /...o+ f'22-1 1.-ACCJ STP. I"/ Project Site Assessor's Parcel No. ~//, -l-}()-1 V' Project Des=iption -Incl. no. of dwelling units __ 1.::;Z:..._ ____ _ Department Official ________ _ Signature Title Date SCHOOL DIStRICT CERTIFICATION I certify that the requin.!Blts of Olapter 21. 5:. of the carlsbad IUticipal Code fDr sdlool facili dedicat:100 of laid "1d tees haw been satisfied for the des=J::edprq· 4/23/85 Note to ~ica1t: A review-of a,,e set plans iray ce required by the sdlool district. I ► 8-1-77 , , ----·-----------Y, '_);i(! I KO LEUCADIA COUNTY WATER DISTRI APPLICATION FOR SEWER SERVICE --'-"--".cc-=,=c.;,.-=-c.c.c-:.=,:_.cc==-.=.=c~c='----'---- Owner's Name Robert Sellards ------------------Mailing Address 1466 Santa Luisa Dr Solana Beach, Calif 92075 Service Address: ;235:[ J!:. e.d-0 Tract Description: lot 121 ._,,.,,,La Costa South Assessor's Parcel No. 216-190-15 --------------- Phone No: 755-0085 Type of Build))lil,_--duplex No. Units 2 Connection Fee $1,200.00 Lateral Size~_ 6" _ 8" _Saddle_ Easement Connection _pre-pd (400.00) Extra Footage: __ @ $ ___ Extra Depth: ___ @ $ ___ 8oQ-60 Amount Rec'd Ck. Mo/Cash Date Rec'd By Lateral Fee Prorated Sewer Service Fee Total $f-2O0·o6 The application must be signect by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant'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 COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID ANO WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually corrmences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. ~Owners Signature _ /V _ ~ Date ?,o\•·, i o s ,) '-7 '2 \ ) 0~11-!o'J.Jtl Account No. ATTENTION PROPERTY OiNER: An "owner-buiHittr11 building penn-it has been applied for in your name and bearing your signature. -.. Please complete and ~eturn this infonnation in the envelope provided at your earliest opportunity to avoid unnece$sary delay in processing and issuing your building permit. No building permit ~111 be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) W::2 . 2. I (have/have not) • /~G...U ~ signed the application for a building permit. 3. I have contracted with the following person (firm) to provide the proposed construction. Name rV \ f+-------------------Phone -----------Address -------------Contractors License No. ---- City-------------- 4. I plan to provide portions of the work. but I have hired the following person to coordinate, supervise and provide the major work. Name ___ N__._(A ______ _ Address ------------- City-------------- Phone ------------Contractors License No. ----- 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address (V/4 Phone Type of Work Signed:· Property Owner Wt..lL\rv~\-tw Y\Of\,,\,0/J L<DVc.p Social Security Nllllber ________________ _ Date: L/ I z ~ j f r EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TG THE CITY OF CARLSBAD. 4 Initials I DEVELOPMENTAL '8-~ ·· 1200 ELM AVENUE SERVICES CARLSBAD, CALIFORNIA 92008-1989 BUILDING DEPARTMENT. ·(819) 431-5525 ,$ 5 s-.y~ 3 s-.5 . ~ Ci~pofCarlsbab . Dear Property Owner: An application for a building pennit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as 11owner-builder11 you are the responsible party of record on such a permit. Building permits are not required to be signed by the prooerty owners unless they are personally performing their own work. If your work is bein~ performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper pennit in his or her name. Contractors are required by law to be licensed and bonded by the State of Califor·nia and to have a business license from the City of Carlsbad. They are also required by law to put their license number on all pennits for which they apply. If you plan to do your own work, with the exceptton of various trades that you plan to subcontract, you should be aware of the following infonnat1on for your benefit and pro- tection. If you employ or otherwise engage any persons other than your i11111ediate f111ily, and the work (including material and other costs) is $200 or more for the entire project, and such persons are not licensed as contractors o~ subcontractors, then you may be an employer. If you are an employer, you must register with the state and federal goverr111ent as an employer and you are subject to several obligations including state and federal income withholdinq, federal social security taxes, workers' compensation insurance, disabtlity insurance costs, and unemployment contributtons. There may be financial risks for you if you do not carry out these ol)ligaUons and these rtsb are especially serious with respect to workers' compensation tnsurance. . For specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own em~loyees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner-builder" building penn1t, erroneously implying that the property owner is providing his or her own labor and material personally. Buildi~g pennits are not required to be signed by property owners unless they are perfonning their own work personally. Informa- tion about licensed contractors may be obtained by contacting the Contractors State License Board in your comnunity or at 1020 N Street, Sacramento, CA 95814. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER-BUILDER ·VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE RUILDING PERHIT WILL NOT BE ISSUED UNTIL THE VERIFICATION IS RETIJRNED. Very truly yours, Building Department City of Carlsbad -4