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Home My WebLink About2622 LA COSTA AVE; ; 81-176; Permit"' z 0 ~ a: .. ... u "' 0 "' [[ 0 u a: "' C ... 5 ~ "' z ~ z 0 ;:: .. "' z w .. " 0 u "' i< "' " a: 0 ~ ![ D \ ,,c1reby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Div1s1on 3 of the Business and Professions Code, and my license 1s in full force and effect_ LIC No Cla,s I hereby alfirm thill I am exempt from the Con ~ro~a.r~~~~:;:: !:: J~~f~hs~,~~1tC~e'8t~~~,\~r county wh,ch requires a permit to construct .a1te1. improve, demolish. o, repair any structure, prior lo its issuance also requires !he applicant tor such penmt to hie a signed statement !ha! he ,s 1,censed pursuant to the prov1s1ons of !he Con- tractor's License Law !Chapter 9 commencing w,th Section 7000 of D,v,s,on 3 ot the Business and Pro- tess,ons Code) or that ,s exempt therefrom and the t,as,-,; for the alleoe,:I exempt,on. A.ny v1olat1on of Section 7031 5 by an appllcanl for a peITT11t sub1ects tne apphcant to a c1v,1 penalty ol not more 1han five hundred dollars (S5(Xl) "lliil I, as owne, of the property. o, my employees ~h wa,ges as their sole compensation. will do !he -work. and the structure 1s not intended or offered for sale (Sec 704-4, Business and Profess,ons Cooe The Contractor's L•cense Law does not apply to an owner ot property who builds or improves thereon and who does such work h1msell or through h,s own employees, provided that such ,mproveme,1ts are not in1ende-:I or olfered for sale. l!. however. the buddmg or ,mprovement 1s sold w<thm one year ot comp!et,on. the owner burlder w,11 have the burden of PfOv1ng that he d,d not build or ,mprove tor the purpose of sale) "'llt.J, as owner of the property. am exclusively ~n\rac!1n9 w1!h licensed contractors to cons1ruct ~he prOJect (5ec. 704-4, Busmess and P,otess1ons Gode The Contractor's License Law does not apply •to an owner of property who builds or <mproves .thereon. and who contracts !or each proJects w,111 a contraclOflS) 1,cense pursuan1 to the Contr;;;ctor·s License Law) 0 I am exempt under Se<:: for th,s reason . B & PC D I hereby a!!.rm that I ria~e a certificate ot consent to sel!-,nsure. or a cert1f1cate of Workers Gompensat1on Insurance. or a cert,hed copy thereof 1sec 3800. Labor Code) POLICY NO COMPANY D Copy ,stoled with the city O Cert11,ed copy 1s hereby !urn,shed CERTIFICATE. OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (Th,s sect,on need not tJe completed ,1 the pe,m,t 1s for one hundred dollars ($100) or less) 0 I cert,ty tha1 ,n the performance ot the work tor which th,s perrn,t 1s issued. I shall not employ any person m any manner so as to become sub1ect to the Workers Compensa11on Laws of Cahlorn1a NOTICE TO APPLICANT If. alter mak,n;i lh<s Cert, hca1e ot Exemption_ you should become SubJecl l'J \he Worllers Compensation prov,s,ons o! 1he Labor Code. you mus! torthw>th comply w,111 such pro~1s1ons or this perm11 shall tJe deemed re,oked D I hereby aff,rm that ttiere ,s a construc1,on lend,ng agency tor lhe performance o! the wor',, for wh10"1 1n,s perm,t ,s ,ssued 1Sec 3097. C,-11 Code1 Lenders Name ___________ _ Lenders Address __________ _ USE BALL POINT PEN ONLY & PRE~S HARD At't'LIVAl'I' I r"ILL II" ll"rvri.1111-\ I IVl'I ,,11 1111'1 ... , ,ro .......... ., .......... .. CARLSB. J BUILDING DEPARTMENT 1200 Elm, Carlsbad, California 92008 (714) 438-5525 At'PLICATION & PERMIT JOB ADDRESS AV. ST. D~E ,O; ;•,L•;A:•ONI BUSINESS LICENSE # (VO~L°(;-8 PERMIT NUMBER &'-'~'.:l.-L~ <:. c:, .i 'T ~ t V, RO. 61-170 OWNER'S NAME j.S'(;~':JCi'(ONE PRIME CONTRACTOR CONTRACTORS PHONE If ZONE ~L~~, \l I f.tJ..._~ ~IJ.'.l-•.,ft~ - OWNER'S MAILING ADDRESS CONTRACTOR'S ADDRESS LICENSE NO. PLAN I .D. # BLDG USE COOE ~s~c N t.~fo4, ........ 1' e .._ .. .._,.,., t" O•--i l:!:)\..t \\ It:" n'J..\L~tf{ '5,F,D. LOT BLOCK , I SUBDIVISION I ASSE:,ooi CRCEti "'t. . l./ DESIGNER STATE LICENSE # STANDARD PLAN# BUILDING SO. FOOTAGE ..,, -c-o 12 ,L\ _\_\\, L,.,_,.....f t,. '"'" <::. u11t.1 ?,,.~o DESCRIPTION OF WORK' "'I •\t.l ~ l;t,.W\uV 0 .... DESIGNER'S ADDRESS ' DESIGNER'S PHONE ·-'' ·~ . _, t 1 6~ M "'J\'~dl. D, II" , "' .:2.7 l.• 1'714 C ,. ~' :./ "' FLA ELEV NO O~GP EDU STORIES -3 ' vO Nb -- CENSUS TRACT I GP LAND USE I PAJ:,:;;6CE I RES UN,TS I GRADING ~ERMIT ISSUED 1 REDEVELOPMENT TYPE~l\ OCC LOAD FIRE SPA ,□ 'Iv AREA ._,'tu( 1rr~T ,L;./ -0 >0 Nile >0 N Not Valid Unless Machine Certified QTY. PLUMBING PERMIT -ISSUE .7S':-QTY. MECHANICAL PERMIT -ISSUE ~ -SUMMARY/ACCOUNT NUMBER --• . fl EACH FIXTURE TRAP <+-0. -I INSTALL FURN. DUCTS UP TO 100.000 BTU 1J,. ---BUILDING PERMIT u-tL-, -----·------~ - EACH BUILDING SEWER __ 1-:t ' OVER 100.000 BTU SIGN PERMIT ~------------------------~ _B,.a I EACH WATER HE_ATER ANO/OR VENT ---C -~-BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK L ---------------------------- I EACH GAS SYSTEM_!_ TO 4 O~TL£f~---l --~ · BOILER/COMPRESSOR 3-15 HP TOTAL PLUMBING ----~~ +------~ ------·--- EACH GAS SYSTEM 5 OR MORE _ METAL FIREPLACE ELECTRICAL --------------------~------------------ EACH INSTA~--ALTER. REPAIR WATER PIPE: VENT FAN SINGLE DUCT --MECHANICAL t---__ 7 -_L ------------- EACH VACUUM BREAKER MECH EXHAUST -H000I0LJCTS MOBILEHOME ----------------. ~-----+------------------~ ---~ WATER SOFTNER RELOCATION Of EA FURNACE/HEATER MOBILEHOME PARK INSP ------------C------------·--· ---,_,_~ EACH ROOF DRAIN (INSIDE) SOLAR ---------------~-- TOTJ1L MECHANICAL 7.,.,. STRONG MOTION ~---r-._ ~-------------~--- TOT AL PLUMBING . ../ FIRE SPRINKLERS ,_ -, '--'-= ------------t---------- y'~ C ~ PUBLIC FACILITIES FEE QTY. ELECTRICAL PERMIT -ISSUE QTY. SOLAR -ISSUE -----------t---- BRIDGE FEE - I "i«5&= =-~ --A.----------~------ NEW CONST EA AMP/SWT:'BKR COLLECTORS SCHOOL FEE -DISTRICT ----------~-- \PH 3 PH STORAGE TANKS "'--Carlsbad -~ -------------------t----t-----------·---------~ EXIST BLOG EA AMPISWT/BKR ROCK STORAGE Encinitas hf"'V-: ·------~------L ------------------- I PH 3 PH PUMP ..,_ -San D1eguIto / r"7q ------,-------~-------. ------------- REMOOEL'ALTER PER CIRCUIT PLAN CHECK FEE '2 .r'i _ San Marcos ___t---C--___f;; -I • ------------------~ t----------------,. ,, 1'L f"~ --TEMP POLE 200 AMPS -i.,.L\ -~-------------------~----~ ->-------------------. ---I ·------; +□VER 200 AMPS i----. TEMP-□CCurANc-Y 130 oAYs) ------t--__ ~ -----------------t---- -·--+----------------------------------------- -_I_ -. -----------------~ - TOTAL ELECTRICAL 1 -f__ -TOTAL SOLAR I~-.,~ TOTAL FEES PAYABLE I ~0/7 I)~ . * AN OSHA PERMfT IS FIEQUIAEO FOA EXCAVA110NS ()YEA I HAVE CAREFULLY EXAM1NED TiiE COMPLET-eD "APPUCATIOtt AND PERMIT'' ANO 00 HEREBY Expfralion.,.Every permtt issued by the Buddl'ng Official under the provisiona-of'this CERTIFY UNDER PENALTY OF PERJURY THAT AU INFORMATION HEREON INCLUDING THE Code *;:'' ~r:I1~ limitation and become null and void. If the building or work 5' O" DEEP AND OEMOUTION OR C0NSTRUCTlON Of DECLARA'tlON'S-ARETRUE ANO CORRECT AND I FURTHER CERttFY AND AGREE IF A PERMIT IS auth~iz h ;:1 is not comm_enced within 180days from the date of such STRUCTURES OYER 3 STORIES IN HEIGHT permit. 1 • bui or work autbo,iZed by such pecmit is.,~~ or !SSUED: TO COMPLY WITH ALL CITY, COUNTY ANO STATE LAWS GOVEm.lNG BUILDING CON-a ti .: 1. -wnrk IS com----ced for 8 --"od Of 1 . STRUCTION", WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY ANO ·1~ ~ ' / OWNE~ CONTRACTOR 0 APPR( VED BY I 'fp!i.:ift I KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABll.lTIES. JUDGMENTS, COSTS ANO EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID crrv tN CONSEQUENCE OF THE /(M • GRANTING OF THIS PERMIT. 1 ... ' ✓I BY PHONE 0 -. ' . . ' ~ ~ u:: ~ :;; 0 0 E "' " ] :'c:· ~ ~ a. a. ., I " C a: 0 00 00 "' 00 00 ., I ~ 0 .; >- '" 00 "' 0 e IL ~ ;; D ~ "' 0 C ~ C "- C "' "' " 0 13 "' 0. 00 C .'i ic ;; INSPECTION TYPE DATE INSPECTOR BUILDING FOUNDATION --...,_ JI REINFORCED STEEL -1'7-1~-fl ,.,v MASONRY GUN/TE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH lNSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO ~-.:z,~ .,,,eL PLUMBING UNDERGROUND /-J,,7,, -·"' = PLUMBING TOP OUT -~- TUB AND SHOWER PAN GAS TEST ELECTRICAL I} TEMPORARY POWER l?-1-1'1 ,_,., ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING HEAT -AIR COND. -SOLAR SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING 'sCIAL CONDITIONS CERT OF cv--~UPANCY ISSUED FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION REO IF INSPECTORS CHECKED APPROVAL SOILS COMP:_IANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRFTE OVER 2000 PSI PRES TRESSED CONCRETE --------~ POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY ----~- PILES CAISSONS - -- --··· .•. 81-)-Zl,, INSPECTOR'S NOTES . DATE /. J~s-r____$,MJ~_ ~_4'72_~J 71-1 d_t' ,d(L_' / . s-_n, ,IJAY~l.ll/r_ .., .. ., -~/4(,e 6:ur.i:&wt,) ~,n ll,H.~ 7? /IL ~ -· -.,, , . . ----- ----- ----·-... -~ ---·--------------------------------·- ·--· ------·---------· ---· ---·- ---··· --------- ----- ----------- . ------ ----------- --- ------------ ----------~ -------------------. . . . , INSPECTION TYPE DATE INSPECTOR -BUILDING FIELD INSPECTION RECORD FOUNDATION iji,1NFORCED STEEL REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES MASONRY INSPECTION RED IF INSPECTOR'S DATE CHECKED APPROVAL GUNITE OR GROUT SOILS COMPLIANCE FLOOR & CEILING SUB FRAME PRIOR TO .. ----FOUNDATION INSP SHEATHING STRUCTURAL CONCRETE FRAME 0, ~•A'~ _,.,,,,,_ OVER 2000 PSI EXTERIOR LATH lNSULATION I/ , PRESTRESSED CONCRETE INTERIOR LATH & DRYWALL POST TENSIONED CONCRETE PLUMBING FIELD WELDING 6-23-61 • ✓ SEWER AND BL/CO HIGH STRENGTH PLUMBING UNDERGROUND (, -17-fl --BOLTS --~- PLUMBING TOP OUT ~ '·-----SPECIAL MASONRY '-5~ . ,17,, .nC, ,/ ,1/-s,. ~ -~~ -=-----p~ TUB AND ~HOWER PAN / .4A\/f) I ~ . 6 A P/N,kt.... ~~7'J i, GAS TEST PILES CAISSONS ~,IC: T2h::; A-rr/c. Met 1./ J/17$. ,A-N,o ELECTRICAL D~11J UN<5S . -. CO/J09'l,l~"fS I TEMPORARY POWER ELECTRIC UNDERGROUND ul\lr( ~ v6'-Beo -L ~u--//2JO , I cvrl/J ~-ROUGH ELECTRIC ,. , PF;. J:>,_,,v,J?t!IP 2.,,/!.h ~ ELECTRIC SERVICE PikiP'd;z,,,-,' ,,,,._,, ~ . , ·-· BONDING G. F. I. -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING j1IJ1 HEAT -AIR COND. -SOLAR SYSTEMS ~ VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL ( PLUMBING ELECTRICAL 1 t II -r I ., / . MECHANICAL ! I I rr-- GAS BUILDING V ... ~jCIAL ~ONDITII'''~ - CERT OF OCCUPAN' 'JED j ' . L\ ' ;i( ;,.\A,;..'vMv;.,11A1,~/,.,'vAV;.,.,M:,..\/A1M,M1i:,..,;.v;.,.,;,/v>.v;'!.,/4vJlv~\,J..v;:,. ;>,./A;;..\i;i...,;.v:~;,v,"-,;.,.,;-\k-\,;,,\.,M ,:wkvi )( ~ E 3 Q!rrtifirutr of ®rruµa11ry i ~ -~= ► ~ CITY OF CARLSBAD t 1 ~ 4 This Certificate issued pursuant to the requirements of Section 306 ► j of the Uniform Building Code certifies that at the time of issuance ~ 4 this structure complies with applicable ordinances of the City ► 3 regulating building construction use. ~ 4 Use ClaniHcation Sin i: 1 e F amj ) y Tlwe 1 Ji D g Bldg. Pe,mit No 8 J -J 7 6 t ~ Group _____ Type Construction _____ Fire Zone _____ Use Zone______ ► ~ Occupant Laad • ► ~ Own•• af Budd;"'"' ,A:1-.Vigna-to ·· :--: . ··Mmess P. 0. Box 1415 Rancho Santa F~ 3 Bu,ld,ngAdd,en~.,:z~::-~-a-Cos~a Ave.;::Locality glsba;•~CA~ 92008 j i~ /4: _________________ By ' ~ -'4< -,-4 ff'_.-"' ~ _____________ Date 07j:9.g1 / {//-/J . ~ "' j NOTE: Alt.,otions, changes, odditiOft■ or changes of occupancy nvllifies this c:ertifici:ite. ~ ~ (Post in conspicuous place) ~ )(~---...,,"'"-,..,,""-.,.,,.""(f\V,r\V,~ "' "' "' ~WW)( SAN DIEGUITO ENGINEERING, INC. John 8. Fox • P.E. Slephen 0. Dlllemuth · P.E. Jdfntl:i A. La1el · P.E. AVENIDA DE ACACIAS P 0. BOX 2004 RANCHO SANTA FE. CA 92067 756-3064 CIVIL ENGINEERING SURVEYING SOIL TESTING INSPECTION NOTICE DATE ' -~ I -i" I PROJECT NO: S.br:E?" ~ I "3 . PROJECT NAME: VI fr::Nftrt' PROJECT ADDRESS: .lt:fr :!:.~,3 2. (., ';ll, /"'fA-P ''-~ APtJ ~{l:,-'2.fo-o"f L 1' <::.o C 1 (\ f\\}[. . Footing Excavation [0 Rou~ Grading /1 Piles /1 As detailed / / have been inspected by a representative of this firm and were found to be in accordance with recommendations presented in the ''Preliminary Soils and Engineering Geo- -f!logic Investigc1tion/Founclation Investigation Report", dated VU.IJE q. l'ti' / with exceptions and comments as given be low.' SPECIFICS OF APPROVED ITEMS: ' P°EJ_..t ,iJ 4;: G:'X. CIJd ,.._ n I~ FR-<, /4/1.i-E,O S~.-,,., • • ' I.J ~ I l>JS/>e.cr-• O ,A,..,,2) ,:: o ~N.&> r • CeNJ-: .s, ICM Ti> M,,.,' '-""'-I"{ • be-,rtt () ,.. p tN fll~lt,N k &P<FC..1 r-·, e ,) 1,-.) ~ . . k(i,#t) Ii: 1-e-,14,te., EXCEPTIONS AND COMMENTS: ' • SAN DILGUITO L:NGINEEl<.IN(i, INC. By: L~ ~-_tJ._---£_~.ao/• • ►/)· ?; ;, 1 ,. ~ -.~y • • I~., f', \ : •:, "r,"'.J r ,-. .. : .;• 1. _, ..... L > -~. t. ~~, .. ,-l l''" . ,._ ...... ... ) .a. ., J'. ~ ' I _. ,., ~ } -· : , .. .; ; i ... J l! ·-·· ,,.. '\ ~ · ~ '~ ~. ~: l -/ l ~·~ r· "' .>>4• 5';'.•. f•.!~ t ~-:- , ., ~. • ~ • • J • • L I • L 2 ~• r"i.1J ' . , ~C·-1.:--,; • , 1~, ....... .:.. ~ .,; ·1 n\ 2 •• -' > • r ,1 • • f ., . ,-~ r r ,... ,... •. . ·• L, I.. : • 'l· ' • r \,,; I \.o ·•.!.-' .. _ ·,• •• ,, r •. , ,, . .. "'" ' ,. .. " -t.. •.. • "l .:-;,, ~.,..... , ." • -.r I U q ~ ►--. (~ · L .. t-1 ., C Approval men~s i· • $ cf the f 11 eJ.s _c_ owin d 0 rc•c·· • CT ,-.,---,·.1 f -:ui,-n , c,_ c.ct'~-rt- o D • : ,. ~O p~· .cr~:!..t : ~1.or to ____ --·--- C-'.)1.";:'CCt.; •. ., . ~or,s n:.:;dc-, • '.J..gH·,~L, ,,,.,., uc.Lo~-.-a:...-c t;<>r. !· I ~-.. u ne,; '"·1' :i .. • to 1: C ·nad --" .t~clic-·•t-~ ~-!"-~ s11t-,1.--t d, .. ~ on r,,., f u ~ '· 1 ·· '-c for -our cl ,,·i. -. · .• er<! co··-" . · • ,.,_,, -~ _,.CC''"' .C-W c" · ·• ",. "TO'" 1 · ,,ons ore ··"icat<o--. • · ·•· "' •·• to t.io:-i or -, .. , t1Q(:,; ·•o·· -1•.Lu:1S 2nd • ·'· C::PV , • • '• L. •)(:)."T" • St;: tc J "' .. : cµpl ice.\• l •· c'.· .. ..,. t the vioi2 r " . · ·"' r-.-.-,,1 o·· 1 · -.:.. '-Y , Cou .-·"'·c. t l on<• -~c :u,_,-·.r ( . nty or ,; . , ;'':""')" \ ....... "• (•I. i:,riz1t:') .... ill~l,i&d(• ,·. -· •· •. Lnor cc,, .. ·---· · ' re:l · , :,.::,~ on the C..., ,, ,,1r;. ~ . . -· ..... '-·-L; ~JY ~/ GI' ~ --~-_-_ .... __ - Date S,. -,··.) rn ____ ._::_ ... "/ 1.sc . ~uance Plnnning Eng inccri ---~ Fire p · nf; W rev"'r.._. ---atcr & " __ ._::.c,n County H ..,e~•:e r R , ... eel ,._,._ '-ecie\1Q l ·--ll orrr:e11 t Ap-;n:ov .... 1 · 0 ,... c, ·-rcct · :r: co;1c-i· ·.11.-r[:d is s ued·: •. ~uc ti.0:-1 . Coastal Co-·~ . .... n::. s s ion Re.:h,.,c1· -.... ,Cc.! by D::tc -... =;=:::.-::· •. -. -=:.-=.-· .. :==...-::::.=...:..:::---=--=--=~-l Gl?l,•TT,.,., ---..'.==-------' / -~::~~~~ f\-\ -~--Sholl · V 'd c----•--_:;::=·==---· . 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J r,,,t '·c _·_ \-U11.J;,-;-;-::-· . ·1 in ; . J , "'°> UC p (I • " ' U "'"l . . .. • r( >, · ·h • --· -----• '"ul·tS, ··• lll'ir •j. · ncnt J. ., .. J.Ch \:J· __ ) 1 --·--···-·- • ,\?!, ~1~·;, -. • , n1 t:e 1)1 ·1• • l!, .r, c i·)c.•r· -· -·---- c ('l':,•iJ '.·l (' ' . ·! J -1,,11 ..: ••• ~/--1· er· .. l ) I . ' .1~ 0). ) 1·' . '., ' ... ' , " ' ---•. , "'''' . ----· -:!~:t::· :-. i-'11):,11 ')1 · _--·, !,'/ •1·v•/c,f:/.., . .i17/;}1 l ~'. ('.103--,1) ,j ... i.oc.·• '.·;--·------_,--l ,111, 0 1 ' . ·' ",.' . ,. th /'O'' .,J..:f'';' . -.---·C(''"l 'f' ,,.,..:-11 c.r;u:irC'(l ···ii ... IH•u r ~)----:-··- ' l J I " t, • l.OCJ"' ,. . "· n ;.11:t ,.·' "' ,,ri 10 ,.-.-. •· (•c by C · cc-,; 11 1)1 t' ·11 _ .. , C: 111i ,t' 11· .. ( . ' .Jt'· · l<'C.: t 1 C ·i. ' rvcl . (., .. ·', c:1c: ,r., '•-' Lnt,iuccr t• ,c ,.,__ t lrne 1· J J-,07--G) .. ·' ~-· f•. . . l , .~, 1.:Ji:-i•• • ' -·-· " il:!;Ufi ·I · ( 1 -:---.• C' .I.(:!) I i J,01--a) n ---· t,;~>V • I 7• . Eav('.s 1:ot LJ p!'.'ojcct ,.;ithin 30" of --pr0t1c1:Ly l:i.1,,:: for lcr,al li~hL /vcnti- la\·i01i, • Pr.o·.i<l c fan in b.:.th -· ..:inir'.;um s•air ch3n2es per hour. _, Slccpins rooms mu:;r have an emergency exit. Windows : bill height naxtmum 44"; 5. 7 sq ft rnini::.u.-:1 of open<1ble area;. cJcar height 211 11 rainitr.um; clear w:i.d t h 20" mini:num. (J/!Ol►). " Attic access -22":-:30" rninil:lu!TI. (JO"x 30n if using a ttic furnace)°.(708,N.C.);· I Wall/ce:i.lings -cl::iss III fl.:me- -sprend ratinB r equired for ell finish materials . (T-42-B). -.Floors ~bovc second story shall have ·at least· L~o exits . ---At _J.c~. st 01:c e:d t door s hall b e 3 1 011 , "J-:G 1 811 miniL-:.um • .,,.. ·,,,,-.,,,, I'. ' • \ FOUNDATIONS J (-' {_/'.• ,r • l-,• ~ . ~ pecJ.1:y concrete nix or G.1ow con- .., crctc stce1:zth at 2000 psi. __ Extend piers n~,d [oun,1ations ___ _ below 5.!!.sidc c:-:ca ✓.-tt·d zradc. Step dm,r;\ footi,1gs c.t'j.:::ccnt to ---slope ~xccc~s J /10. (2907-c). Exte11J sill bolts 7rr t~ini~um in fou-;1- d a tinn G'O" U .!X.L,'!llf.1 o .c. (l-/'xlO" long boltG mini1::i!,1) (2907-c). _ Design ,-.•.~lls rct.;i:~in g 1wre than 2' O" of earth es rctaininB walls. _ G;:irnic f uu:ida t:icns 1:,us t oect . r cq~1ire- mccts for __ 3tory buil ding.· Show £C~tion. (;/ . ' I /i l cl ,-.:.:_ Prov ( C typ:l.cal fr;1!:linc cL.'11:.. ' ;;.{i'orlzonL;i l :rnd vcrLJ t~.tl fr,-i11iing J um-i ~ bcr to he l12 D0u1.)a:; Fir or bC:ttcr. ., ~ -2- _ Firculock nt iloor, ccilinr,, co,,cs , c!:1d r:::i(:-height of ,:nll over 10'0" higi1. (L'Jl7-r') Shoo d 1~ pla tc at top ,d th· /1 8 11 1;.in- . aj). (2518-·g-li ) size of he;idcrs for all or,cnings or wider. (2518-g-7) low ~cthod of su~porting hcg<le.rs 1:-cor- n r windows-~ '-\/ ~-:::J,.,.,.;:r ~,_, iJ..Ml,w~is s/floctr joists ovlrsp.:::nnc~. ~ _C'ce-roof fr.:,i-;~g_..Lo p~r tit:ion~. (230>b) ?.o ~af t),U~Frspan:1cd . ?rov~dc r~f::er tics where ceiling joiscs 2.nd r afters ,He r,ot pa:::-2.llcl. (2513-!1-·Li) Show -size o: :nC:L!uers suppo:-ting porch roof . Double joists under parallel partitions . Provide truss drawings and layouts prJo~ to permit. Plyl,1ood . Show thickness, r;rade, index no ., type· glue, an<l blocking or clirs or T. & G,_.;;·:. · -r 1 -: S "'.p~heathing;· show size ar:d. spacin~. Balloon fr~se walls adjacent to vaulted ceiling. \- _. _ 2·!aximura allo~rnble height for 2:~4 stt1ds is l/1 1 0". (?.518-z-2). Indicate 2x6 studs or 3x4 studs fer fi1:~t flonr o" 3-story buil<i i:cg. S01::.c: she~thit:.~ c,f fi:-st floor !:cq:..:.:.~£.d c .ls~•. Show pld.ctcr bo:; detail~, ::c.-~t.:.:._-~c'. ;·,!'. •. ::- ?roofir~g n.:":d 1.··:..1.(~i~~d '1i~~ s::~~..:;. Specify e,:tcrior post p::otcccio.1 , .. :-.,:.,:, posts are bearing on concrc~c. (2117-i-~). Ridr;c boarrl shall be assig~c~ as a lo~e- ~ bearing rec2ber i~cn r oof slope is lc3s O'/'-> than 3 in J_.2...---\✓---• (/,\.J ,,-;:,~-_._ /..~A./.2.,1,t=-y 1'3~/A./C c;;-_r::-U/fet...(..,S , ;° • ft~:wl~f~ _!)'..: C: 'J'~tN £',.:,>\~ • /'ll • ... i''• ,S A'/~•.;.. -6''~\.?7 ✓\,· ';JlGAR,·6-~p~L~ )'I! ,,t_/,tl(:•3/C:,.~ s,_.,_.;:,,.~ ,PN;1.r-~(.,_.1.,,.-... ,_;, t :-f'-,1,.,.! ~ ~-....-· -.... ,.-<". ~ ,,. •,:1 J G~l.'nge not pcr~ittcd to open juto ~lc~~- ing l.'OOi'uS . (150.'1) Crir~ce wnlls a~d ceiling ndjac0~L to or l ,r _ under dwell inp, to iw.vc i::atcri::1 1s ,'.pi;::-ovc.·d. (? ._,,. f ,9)-:----on.:?-hcur f i 1:e resist :!nc c . (5 03-c.1-l1) • 1,f:::srccify 1 3/8" ..§.Q:1.,..i.9_ (s'l_~o:; sclf-clo,,:!.r:G ; door for opcninc fro::i gnragc to how:;e . Show f3rncc fr~~ing.' Show sjze of header over cor~cc cpcnin;. Provj<lc lnte:r.11 cross br~cc at pl~te line of ~,'.ll"c'lgc. ·/'I..,; · Provide 1 8 " pL1tfnrr.1 for i:~ter l,t~ute:r 1 'v .y,<l/or f11rn.1c-c·. (l.310-:i , P.C.). \fµCont.inue ,1nn rcjnforc<' th~ ioolin~• ;ici oi;s '{/ front of g.,rar,e opening ,.1,d r,:r · . .irn rc·:!::- forc:int,; I, feel c!o·..:n c:ic.h !;jt.le o f g.1r;•ze fo.olj \l<" ■ '-' \ r ' -3- . l·lISCELl.'/dff•:ous ~rp,...C"[y l <1th :-1nd pla,;, t t to comply nith (/,J;SI) 13!1 .1 lh,u 1311. 4 (A:t r Jnfilt:rat i011 \ t ~ r L; i . ,fh.£,-::'.t:1. :d? rd s) . '. fife:. an Clpprov,:<l , .•. t c,proof bu:i.J<ling ~ ~k :·.: si~c, mn:~e:, r.,-::iclcl nu1:\bcr nnd loca- paper under ,wod s:idinr,. (1.707·:,1, 251'/-g). · t i c :, of f u rno'J c~ . . 'Sp!:cif y r.:asonry v eneer ,;.o comply with . Lo-.:\·c·rccl ,dnc,r,7 r.ot nllu•,.,cd . S • 3006 • ..J//,fW /./()1/'6' ,PO.A CCM,r'l✓/ <!5 7'J ,' dcl.aJ.ls. 9-. -C/Ty' S»'W.O,A/40,;j l=-cA A.,<;.:)N/0:.-r w clctailu lL • :l ~11ey a1~d f ircplacc. r//?E ,-'l.,Ace.,;:...!..· ru:·.:n1Nc taitways. 1:">:imu!l1 rj ,c 811 ; minir.mm tread 911 ; n i.:,jmu111 J:c.:,1clroon 6 1 611; r.iini- mum ,::idt.h 1.1 6:i . Sho·.,• dc·t.ai 1~. 'f_ta:irs. I'rovidC! h,:m::'.rc1iJ.t:; show dct2.iJ.s (desig,1 fo1· ?Of! lot.e1:al .lo,:cl). ~ l'.nclo~;cd space.: und!:r stait·s to be pro- . tcctcd as fo:: 1·-ltour CO!lf.ti:UCt:i.or1. S\v)w '.H>11 hii;h l,alc0ny r,d.lin3 with in-, tennc<l:i.aU•. r.t,p1,ort:::, 911 ·o . c. m.::xir.1um. Show ,1,.;r;p sc~·c•C'(] on s t ucco •.~nlls . (/1706-c). ., Show ~ll n:at.cri:.11s tircL1 on c::-:t er:!.or and -:ln~'t.i.0;7 , · /" 1/1 ~;;1 c-p A7Tlc.. /~r)-A 1f?..s11ow r c l 1c·duJ L:/for :1 t:t:i c VC'nt i 1 .1 t:io11 (-:1?05-c). ;'/. f • /::-,; /'.t.-/·' -.7'l..._,; .I r"' ;VT /..,_,,:c. -J::t ,--;,S',Si;,;/ ~ \;: . )\• /''.·: ··/:;;:·~~ . 'c':' ·. ';;-:::-<· n-. r· C:~1,.r}-'.-~--~:~ = c·:....·: t.).·.1 ! . .:-!_.~ ... --,; ~ ~;n ~• ngJ < .. n •. i , -,.,. l"' , ... , •... 1. :-•, _, ,._ .• <·"· ,,,,. (1'-,1 ?-~1) <.1-.-.-...· <.,-·-t \.:1-, --l";''"' _ _.,,_,,.. -·· ,-.. 7. --v . l" .,.,_....... · --..;..1~• - ~h:,1-: :;lupc o: roe£♦ Shm: u\'L~rf1 C\·1 al l o··. f,-lint cf: [lc.t: )"Cof , l'ruv :id,~ ncc.u:!..) t:r:-,tltl-:: fun·,·:cc .:•s per 70H · lli\S. C:lr.sr; r.Pbi 0, t to h~i·~:-ri .i.mpnct: lo h o .,__ - t CifijJCJ:C;c~ 1,cr ChqJt:r.•r '.J!; vnd Federal ~1) rc_r,,!:l·nt::i ons . ' :r ( ,,--~ /· -r:,,z 1..::,,-,e I l' O&I.T.5:/o·s ,,_--,,~ I l,_ /V / ,_.r,,,, / ,I'" F'~)·'· ~-.... 1~ J \ ~ '.r,c;°q~y cc·,·:::i f:i c.:;it ,~ (::: :.1:J:wcl T)C!:·;:i gn) to 1,c: t,:,.cnc·d p,::l ur I[• ;>(•rr1.i.t ,· ~ l'n,pr l~ ~;t.;"!t:C c:nc,1 r:::, :·c,rv:-: to lie. ~:ub- ·-·-1,1:I.t;t c.d (not ,1 Si..;;r,.\;,i 1! Dr:-r:if;t:). _, Sl 10'1 t:<rt(J. ;irca 0f ,1.:.J. i:J ;,ze,1 open·-~ . "; • / I ' J A • • • '• ,; ••• I S'pr:-.~.)·.f ·;· ••te>)) c·]1r•"'·,· '1· ... ;-·u:1 °:i.·0 dtl1 ",r1 11 • --.,_ -'--.. ,._.""I J ,. (.; .,_ '•• • ..-\., .I •'f a. -\. J mi::i ::':.•:: f) oo,· arr·n 900 !,<! i!,~~1cs. (909 , l' .1.:.) Sp~ ... cJ.fy t-.r2ll f j11ish in sl:ov.'c.r ~t·Lc:~ 1.~t Lo he a<lverscly ~ffcctLcl by c oistur~ ~o 6 1 cOO\'C the~ f] O( )", pn :,vic:c o:~ L···~\ ·i1:~~ L:·:r. s r.:i Ltc-::;n oof doors for sL0\:0-1:U'lll ··Gs:,:. \·J:-_ ~ c:r c J.c s(~ t.: n r,· --~ r .. i;"l i1 :J7:1 .. ,.;i d r i1 3 O 11 ; r,,::.~.i;.t:., cJ.c·:..1:rme(; :i:1. flan!: 1.~". (l'/1)-i,). /;.r S'-.;.r..;> ,-:.::itcr 11.::::it:.;:.14 ioc,.rir_,:;. ~'-1-Z-:~ T;.;-r-:.; .:--: ---;-• r.r,: ,.~ (, • -.,•' •• • 'I"' '1 ('"'-; ,., 1.:.:.:r. p ,,, \, .. \l_ t o C.1~·~•1,.r,, .. t.o c .. LCL)O •• (. ':-. I': 'Lo•'.i'<\T)••, ... T'~'"r,V ')••r••c•1••0 1•r,r•••1 -•(•'" (1"''7 ".' r-~1/\.~ '--\,~\\.·~ 1~-·.J J..1..-... l,;.-(L.,J .••• J_, ........ . jVIJ:·c•·✓:i'''• ',-c••_r,,.., pr··,···1• ~: .. Tl-1~()'l''?5,:~· • .'-.~/''J. l/'-:T,: ~-..... , .. c.1 t.. .l -',. . t...... l.. '"'" .s. ~ I\ ,. > .. 'i-"V'••✓ • /.J~ //1/,::;-C.1,'/t;Ti... ,!...,:t.:;,::;, H::'T /,,,:./..Y/'~·,,'!-/_,-,;,-·:·~ / ) .. / -, -; I .. t ... -r::t.rr}j' ~;,JC/,· .. ·-----. ·--------------i~:'. t c !1 c:1 . Ct•:.l,:i..s l'C.:,jl'.:~·ed ,~,•ch !':ir'2 c:.. sii-:1, 01' r; ..... ·c-, ,~t ~nd nf p;:o.·.::cti1..r C.O\;•~\'('~·s O\'C·1' 6 1 011 Jo:1c, :rnJ a t C!!.Cit c:ou;,:;u: over)?" Jor:.g . (~JO<~.'J-b). L:igl.ts rc~(yir cc: :-(t e.;eli c·zt.c·:·lo1: r-:.:1 c oq::. (2)0-;16 -:1). J l)oc.,("•,_,,,., ·<,., .. , ., ~\ •..F""' ··''" ► ♦" ~ ' • ... , \. • • ~ • .. .. •• • ~ .,. ( •• I. ,: 1d nfr,(;l.l ,:,1Jl ·: !!' \l l;J l Jo:1 .-<'\t·.~J-1: .• ~ "/,. . ·ro-.. ~:;!:C'~~1~:ES (?~:r_? _l~.T9r (:::t:y Li::)(? l 1t1 rt..:_;) ;.-il(~v i•t:ct.r~;:rce;fl :i ::f, j ,!:.ll) i\ LJ.O:l :f. ,-\.... /;r'Ju// -_p I )t-r.'-,P.-"::/)J €,V*vr C/,t.C¾ -~~~::.-1;~~ ProvJ.c'.c: j.-\1 .. ,•r \.';dls ;,t· J>l'()i1!•1·ty J..:i.t: l~·lg1cl Jni ·:L,Uon 11:;1::1 j1> 01-.c-n hC',,m ~-~i··. (one 7.-·ho,n-·,·:J.1 ok:iy Jn li 1.i.l c,f t ,: arc•;1r; I o lie r;pc< :! f Jr-,\ ··· r:1:-i nuf:1c l:ui·-,/ / i· ~ ....,,,-' )-1:·,ur •,.;;, l I:,). ~;\1:H·.' (l C:t;;'i Ji: f 1 0:1 ', ·:. •· c.1:1 1: ~:;iw•, tll·ic1·.1tt•~:!:, 11i:11 r;1U1q;. O lv,.✓t.;~·cl,:1.1.<,:i Lo l'.i:;q,(•t:. ('1-·'.>··/., 'J'-1,:J-;·.). 1::-:t c:1·!01· ck0r!: t c1 l •'! f11JJ y ,;c•:it h c:r-' l'ni•.•lc:e 3ri" p:i:·.1p,·t· 01· \lJ ;J,;1:c J -: ·,r ::tl'lp::1·d (:inc1udjrq·. ,luc,r f1.r.111 ltc u!:e t o <'(•JU ,,: '.,1 0 11 <•,~c 1, 1 i <:c• 1)f J'.L'l"·:·t :: 1 it.•' ·g~1r;1!'.c), ,,.,iJ ·1 511 J J1 •u n!' ·1 1J'1 p:,r;q ,·t. (l\•i: : 1·.1- 1 i;J Id i111·, f),1:;·: ,!:H::··· 11nd v•lndc,,,1:: t.c, l>c: \ Jp:1 ·)l l · l c,·:r l 1·i 1 ;:,i, lo 1,,: 1,1·0· 11 :., ,:) ct·rtil 11,l ;1:1tl L i\,e lr•d !o n,1:q,l y \li t-Ii • •l t·,11 ,, ~,L,~u Lq\.t 1,f•<'l i :,;, ~;l':' Le· :ir:~1 1,d c o:.t ~-(: ! < :: H}.11 , 11.:3 _:_:L l ·:-): C'rt ,· ] .ii'<' \:.1 11 !, ~;·Jl -~.,1. ---~ ., ... •··•• .... ,. .. . . .... . . . . -.. .. -\ . I us·c ··· 1976 · unc· r~o.fa/'"176° i-- OB ADiJRESS I:RSO~l TO c or~'.!.'1;:c:1· BO!m ~rcctions made below are to be made on ·iginals 2nd new prints sub~itted for rc- ~ck. Indicat~ where corrections are to ! found.· Tte approval of pla~s and ;tcification:; doe:s not pcrm·j_t the. vioia- ~~ of any a~plicabl e City, County o~ :~tc l n~s and ordindnces. (Minor c0r- !c.tions mc.y bl~ made :ist red ink on the •int£) .. hecked by j/-'--GA __ _ Date GENERAL Show job address on first s~ect of pla n& Show on firi:.t sheet of :.,lar:r; nc..111e, address and ptonc D of ov~~r nnd person 1·cspo11!sihl0. fc,x · Lhc:: prc.p<i.rc?.tion. of the pl~ns . Subnit: fully clirnensioneci plot pi.:m dr.:n.m to scale chowj~c location, size, use a nd type of construction of all Et rycturcs on the lot. Id entify property lincG , ~,ow lot dimensions, ::;how ctrcet name and loc.ltion. Show n(~·., a n<l cxi!;tinn -tra<l~s . Slim, lot clr,1 i11~~-_fil!Qw c:lc:vn- t.ion of bui 1 di11~ f:inir;h floor, driveway~ :....b;.(\~ Slt-p<! of <lrivc\.,\y not to "~cc.ccd 7.0Z; :h~tlic.itc £1.opc of d'!:':iV(!Wl.ly. RCVl't: ~c-d pl.:m!, r.::1y not he used. ,Tnc0!11pl1:•tt:, fnc!cd , ind0.f:i nj t:c plans or cn)(:tiJ;~t:lcmr. ~1r.::! 1i?;7<9~c9l1hL.~. (J03-·d) A co11:pl c:1:c !~oi.J !1;~/'f:1\nrt iu 1equircd. Flovt~· p l.1i11 OL·d~ '7d-/◄J cc111pli:111cc tci be ·C<'l'li!Jc-d by City E~r,i.nrcr, i ,. Approvcil of th.e following . dep·art- ments is also r equired prior to issuance of permit: Planning Engineering Fire Prevention Water & Sewer County Health (septic t ank) Re<leve lopmeut Agency Approval r equired -0£ construction. issued. prior to stc:.rt Permit may be Coastal Cow.mission I ~ i · Rechecked by Date . ' ·----------A G;'~l!,I;! /)a,,,-: OV'~~ 5)h'l,I(£) -'Yo/ ,r')l-0./Ee,./. hJfJ/J-6 ~# ~ ,-.r tBF5')"//A/L). . :).<) Pt" .J:,t,,N7 SG-7"-~.. . . . _ Complete structural calculations are required including a lateral anslysis. Engi neer/architect to sign r l ans / -crilculations . (301-C) _ Parking required. 2-car gara&e , 400 sq ft min -1 8 '0" min width. (?.702 ,Zoninr,) De lete "tyJ)ic.!l'' notC:!s .:inrl det:a j_J.s I -that do no t apply -to this job, ~ I FLOOR PLi.\N-LIGllT-VENTILATIOr':-EXITS • W:l.ndow ;u:ca is insuff:l.cient in ------------------·--·-• WJ.mlow .7:rc.;::. which will open j !. 111suff i.- cjcnt in • Minin;ur:i roorn size.!:: bedl."ooms ·10 r:q ft ,,dth 7'0". n:in:fi:1u111 wJdth; one 150 sq ft l:OCJ1,1 l.'C,11.1i r.ecl, ( :i.l; 07·-G). -1-Ccil!.11r, · 110.ich t i!: fo:;uf Hcicnt in ------------------ I I -=--Eaves not t0 project within 30" of property l ine for legal light/venti- lation. • Provide fan in bath -minimum s•air ·chang~s per hour. :..... Sleeping rooms must have an emergency exit. Windows: sill height naximum 44"; 5.7 sq ft minir:ium of opennble &rea; clear height 21111 minimum; clear width 2011 mini:num. (J.l,04). :.. Attic access -2211x3011 minimum (30"x 3011 if using attic furna ce)°.(708,H.C.).. '.__Wa ll/ceilings -cbss III flarae- spread rating required for all finish materials. (T-42-B). _ Floors above second story shall have ·at l~ast· two exits. :.: At _least one exit door-shall be 3' 0" .. xG'8" minimum. FOUNDATIONS _ Sfecify concrete mix or show con- crete strength at 2000 psi. ~- _ Extend piers and founda tions ----below inside excavated grade. . Step dow.i footings adjacent to ---slope exceeds 1/10. (2907-c). Ex.:en<l sill bolts 7" minimum in faun- dation 6' O" nw.x:i.:,num o. c. (!'i''xlO" bolto minimum) (2907-e). long . De~ign W,"llls retaining more than 2 1 O" of earth as retaining walls. . Garage fountlaticns must T!lect . require.- meets for __ story building.· Show section. Specify !:ound;1tion grade r edwood, or \ pre.s~ur~-::reated_ mudsill. (25!.7-c-3) •. " Under floor vents shall equnl 1½ sq · ft per 25 linear feet of tmll.(2517-c-6).-.t:: Prcvide 18" x 24" access to under-_ ~ floor arc~. (2517-c~2). t Show foundation sections and pier ~ sizes. (T-29··A , 2907-c, 2517-c-5, 7) <> Show J!t minimm'.l concrete slab . (2623). ~ \food to be mir.imum 6" above finish ~ grade. · . ~~ll"/=dA..ce:.,,,, ~· Show depth of footings"-be--low-aat-ura-~ / ~.i~O-%--Oompc1-c-t-e-d-f-id-l. ,ANO AU... o/~ ~fVP q,olJ.J AS ~n-\ENl)FJD IN •>17/L,f; ~ti-1 1 CO,PY A,7'7,"ic;~ ~ · FRAHING Provide typical fr~minc dctnil9, Horizontal :ind vci-ticnl fr:111dnr, lum- ber to be 02 Daucl~~ fir or better. -.Jl. -2- Fircbloc k at floor, cciliue, coves, and ! mid-height of wall over 10'0" high. (2517-F) .: Shot~ doi.;ble plate at top with · t,8" min- imum la.p. (2513-e-4) _ Show size of headers for all openings t 4' O" or wider. (2518-g-7) Show method of supporting h~aders at car- . ner windows • . _ Ceiling joists/floor joists overspanncd . _ Brace roof freming to partition~. (2309-b) _ Roof rafters overspanncd. Provide refter ties where ceiling joists .--and rafters are r.ot parallel. (2518-h•-4) ·_ Show -iize of members supporting porch roof, _ Double joists Provide "tntS!, to pcrmi.t~ . under parallel partitions. drawings and layouts prior . . _. Plywood. Ghow thickness, crade, index . · no., type glue, ·and blocking or clips or T. & G •. J. Skip sheathing; show size arid spacing. _ _Balloon frame walls adjacent to vaulted ceiling. _. _ Maximum all owable height for 2~4 studs is 111 1 011 • (2518-g-2). Indicate 2x6 studs or 3x4 studs for first floor of 3-story buildirig. Solid sheathing of first floor required also . _. Show pln~ter box details, required water proofing a:1-d r -:q uircd air ~pi.!.cc . _ Specify exterior post protection when posts are bearing on concrete. (2517-<l-4) • Ridse boar<l shall be assigne~ as a loa.d- -bearing menber·when roof slope is less than 3 in Al.',.i...,_.:;-.-AA/py ~~...UC I I I . l i r \ . i' i 1. 6 /1 UP1" I'.( ~C6S ~ ~~ ~~ p~~~«' ~E l.WJ ~,,11,,t ~II.A1CG~~i:; NOT : Garcl.ge not p~rmittcd to open into slcap-~~ ing rooms. (1504) . 1 · Grirage walls and c c.iling adjacent to or -under dwcll:i.ng to have materials approved . for one-hour fire resist:rnce. (SOJ-<l-/1). :j;: Specify 1 3/8" solid o/Ji'gfB self-closing door .for openinc from garage to houce. _ Show garnce framinc, Show. size of header over enrage opening. _. Provide lnt~ral cross brace at pl~tc line of gara.ge. · Proviclc· 18" platform for water l1eat~r ·x and/or furn.1c c . (1310-n, P.C.). Continue nod rc1nforca the foot1n~ acroRS · front of g."lr:1te opening end ri'!t~1r.n r.c•i.n- forc:l.n1; 4 feet do·..-n each :.de.le. of iar4'r,c footinn, .. : ' • <•, . ,- ' HISCELlANEOUS Sp~cify l ath and plaster to c omply with .C!1c1ptcr l;i . f rovi<le an approved waterproof buildi ng paper under wood siding, (1707~a, 25 17-g). .. {ANSI) 134.1 thru 134.4 (Air V standards) . A Show size, make, model number tion of furnace.· · Infiltration and l oca- ·Specify masonry veneer to c omply with . Louvered Sec. 3006. . .J/i11W 1'/o7e roA com?~ w-;;; ro window not allowed. ,,Sho~1• d etails , ~ C/7Y S'TAHOA.c.as !=cA ~.Nl'CY· Show cletail1,.,,f'"r-chimney ar.d fireplace. r//f?e ~. PLID1BING ·stairways. He ximum rise 811 ; minimum tread 9"; miniml1m headroom 6' 611 ; mini- mum w:i.clth 2 1 611 • Show details . · Stairs . Providi handrails ; show details (design for ?.OU l ateral l oae). Enclosed space under s t airs to be pro- . t~cted as for 1-hour construction. Show 3611 high balcony rniling with in- -tenned:i.at e supports 9" ·o .c . meximum. ~ Show -weep s creed on s tucco ,-mlls . (4706-e ). • Show all materials used on exterior and ; interior. · / 1/'l~ 711 e>p Arne.. ,AJ;..;;:..,A Show schedule/for nttic ventilation(:3205-c). t-T f , J =/ /'..-C-R .--;: ;>7-.,:r:..r.~f /-2<'0F :,w c.oven.ni, ~s-tt~.H.-Y-L~..,,-,w&-·o.:::-,i.n--1.t.r.:c.'--tl" / ~12.t~.,J . .Fc ·:.r,__ • c/,.;-:-c.:."::,~,; r_--0 .1~~ 1 ~-}.-ecr1.-~-.i.-J:-e:-; Bf)ec-rry--,,t:1:H gl-e ~-S--U.~~u.:i.z.Qf..-~p-p-c-~. (T-3.2=11.). Show slope of roof. = Show overflow at low.p0int of flat rnof. Provide accesu t~ a ttic furnace ~s p e~ 708 UHC. Glass s\jbj cct to l i'JT!l,m impact to be t emper ed per Chcptcr 5/1 and Federal V rcgul_a t:i ons . ~ f/c#T .o..1zr~ n ovr~/ofJ" ENERGY X 7.nc1:r,y ce1.·tific;1t e (St:-rn.<lc1rcl Dc!~:i.r.;n) · to l>e !.>ir,ncd pd .ur t:0 pcrm:lt ,· i-I'rop<;J'. Stntc cnc!t.·i;y for m::: to lie . sub- --ri,ittc:d (not a St;ind::n:<l ))csii:.;r:). , Slicn, tot.11 aren of all r,J..:ized open·~ _· _. Specify stall shower minir.1u1~ width 30"; minimum floor area 900 sq inches . (909 ,P .C.) Specify wa ll f inish iu shower area not to be adversely affect ed by moisture to 6' above t he .floor, provide out-swins i ng shatterproof doors for sho'\-1er~l711.-d,e). Water closet a r ea minimum width 3011 ; -inin:i.~Jear.ance in front 24 ". (17ll-b), -4 Sh~\..water h~t locatio:1. . ~ P~ v~discha rge to exterior .(1007,P.C , Provide wat~r pressure regul a t or.(1007,P .C.) A ·Provide back-flow preventer. f{®0~.@I~ .;.x._. //i,/5</~.ATc ·....:,dr-tztt /-k'T t.vA~ L~W~~ _P~ f'r:r~fRr°t?r_,-. · ){ Show size and location of electric panel · . -me t er. · .. '"-;;:. Show loca tion of smoke detectors .(11113). ~ GFCI required on i*terior outlets and · · • ~ bathroom outlets. (210-8,!illC ). f <jt:/~<L.,. One outtct ruquired on exterior of r e s i- d ence. (210-?.5-b , N'f.C) , Insufficient electrical outlets in --- -Kitchen. Ouflcts required each side of sink or r anee, nt en d of projectinc count:c1:c over 6 '0" l ong, and at enc:h counter ove r J.2 " l ong. (7.10-25-b). __:_ L:i.ghtn required a t each t:xterior m,-.n d o9r , (210-26-n). -i})"'> .,1\1-10 :·:lie .v PGl<.C-~:.'N?-;..r..µ, ,. ,\' -::U"IT~v~-to 1~>11~.n ,v,,.:.i,. /'-./\:..:/<-✓.-,1.., .... ,~._,,,......;l: .• ··• /6 ";,~ ( S 101-.' inin:i.mum waJ l :ln~:\11.J tJ.011 -~:a_ ,,. . ' 'fOHl·mou~;Es Zero PJ~OJ)C"!.7 tyLin~ Un :l tr;) ~l l(lw 11t:i:u::i:mtmrcd.U r.r, :i.n su J.n t:l.oa '-; Af ~ ~ ;1'-=:l--9.--IN r;;AJr;;;,u;;y (At.-~ ~ ~~~rs: _·_ Provid e J.-hour walls at p1:opcir ty J.:l.nC! .:_ Jar,:J.cl in r.\:L1t:ton u r;c.cl i _n o pC'n h c.:im ..;.._ ~ , 1v (one 2-hour "mll ok.1y in 1:1 <.:u of t,-m :1rc·nr, to .be r,pc d [J.ccl -m:1nufactu1:-../-,hr I 1-hour wall!.). Show d c t:d.li; fro1n foun- cr'i; 1w111c , th:t ck11l'S~.:, "rt" ratinr,, · Of'T«v clntion t o parapet . (T-:i-A, 1'-/1'.J -B). r f.xtc:dc)}: ,loori; l o be fully we:iL hc:r-l'rov:l.cl c 3011 p:n·apct cir provi de J --hour. r.t.r:lppC'd (inc lu<l lnc d oor fl:c 111 hcu!:c to cclU.nc 5'011 c;,c.h id de of propL'!·t:y lJ.111.! 'r,:iragC'), wnll :l.n U .eu of 30" p:1r.1pPt:. (l'c'11l:lr:.1-.L SU cl 1.ll/~ s;Ll!:!, door:-: nncl \.d11tlc,w:: to he t:1.on of l -hour c~~u.:l.ng t:o ho pi:ou:ct:l~·d ) ' ' .. 1.~, "'' •·" r·ot:mlv wl.t:11 Show how 111ee1· .1 n1; ~:t·a t:r. :;ound c:011LJ·ol. reg- •. . ... ,. " , ... ,. \. l i II p \./ fl 1) :; '.,TC·· '.i () • I I ~., INTERDEPARTMENTAL INFORMATION SHEET '# BUll""'i'NG DEPARTMENT ••· 1h.1.E1ING ADDRESS: RECEIVED MAY ll '1981 • • PLANNING DEPARTMENT 11 I ZONE __ ~(l...--___,_l~ ____ LOT SIZE _________ 'LOT WIDTH_~-~~------- UNITS ALLOWED ___________ UNITS PROVIDED ____________ _ PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED --------...(\---L-~--PROVIDED_-Pr--Jlf,,Y-- ---~LLl,.£.~~'---------PROVIDED ----'"W-J~P-1--------__________ PROVIDED __________ _ FRONT SETBACK: SIDE SETBACK: REAR SETBACK: PROVIDED====:1,::::·=~==== ALLOWED ~ INTRUSIONS 19 _ o/L LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ~-~~~"""''---"f~1.,_ ______________ _ ADDITIONAL COMMENTS: OK TO ISSUE: ENGINEERING DEPARTMENT t?~.--( R.O.W. ______ INDUSTRIAL WASTE _______ IMPROVEMENTS. _______ ..><\ SEWER CONNECTION ________ DRIVEWAY LOCATIONS-___________ _.i.,i GRADING PERMIT ______ _ LEGAL DESCRIPTION ______ ____,~u:::...=;~'tb{I-JL.:_----;f-+------------- ADDITIONAL COMMENTS;p.Jd.,.~~::'.....;~~~~~~:'..-l,~~-----------------,- --BJ FIRE DEPARTMENT SPRINKLING SYSTEM ___________ FIRE PROTECTION EQUIP. _______ _ FIRE ALARMS EXITS _______________ _ FIRE HYDRANTS LOCATION _________________ _ ADDITIONAL COMMENTS ____________________________ _ • OK TO ISSUE: _____ DATE._~ _____ OK TO FINAL ______ DATE ____ _ • WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE ________ _ l'l-110 . BENTON ENGlt~EERING. INC. APt"LIEO r,011. J,u:c ... :ANIC6 --FOUNOA.TION5 674f Cl. CAJOtt Do"ULCVARD eltl.N DIEGO. C~LIFOAHIA. 0211G fi'HILtr· HENK ING DENTON .. M£11,)r:HT • CIVIL t:J/Gltlll!:11:Pl . cf tober_ 19, 19~ I Rancho La Costa, h1c. Route 1, Box 2550 Encinitas, Ccliforniu 92024 Subject: Gentlemen: Project No. 70-1 ••5D County Permit No. L5548 final Repo(I 0,1 Compacted Fi lied Ground Lots 330 to 382, inclusive, Lots 389 to 3S·4, inclusive, Lots 400 to 410, inclu,ive, and Certain Street /\recs of ,la Costa South Unit No, 5 , . .... ;,.:~.·";' Also certain offaite areas adjacent to Lots 368 to 370, inclusive and Lots 371 to 379, inclusive - San Diego County, California ·, SAN Dlt:.GO: 80?0 5(;';54 l.A Mr:11A,· 46V,'5&5,,, RECEI 1/ED liJG l 18/S · C!TY OF C/-\RLSBAD .Building Dcpnrtment Th!s is to report the results of tests and observotions made in order to inspect the compaction ·of filled ground placed on certain oreos of Lots 330 to 382, inclusive, 389 to 394, inclusive, 400 to 410, inclusive, encl on certain.stree\-areas of La Costa South Unit No. 5, aiso certain off.ite oreos·adjocent to Lots 368 to 370, inclusive, and Lots 377 to 379, inclusive, in San Diego . .CoLmty, California. The fills were placed during the period bclwcen January 6 end •• ...._ L Mo)'l, 1970. The approximate orP.as end depths of filled ground placed under our inspection. in ·~ccordanco with the approved specifications are shown on th1, attached Drewing No. 1, entitled "Location of Compacted FIiied Ground." The grading plan used for the placement of filled ground was _prepared by R_ick Engineering Company and doted December 2, 1969. ?~. . .. . . . The approximate locations at which the tests were taken and the final test reSIJlts ore presented on pages Tl to T17, inclusive, ..inder the "Tobie of Test Results." The laboratory determinations of the maximum dry densities end optimum moisture contents of the maier fill materials are presented on page T18, under the "Laboratory Tcsl Results." Some of the maximum dry densities shown in the "Tobie of Test Results" were combinatic•ns of these, The tests were token during the wee;;ly perioqs indicated on the fol lowing page. •L'. "' •.'.:,. I I . Prujll_ct No, 70-1-~D RQA:;ho La Costa,. Inc. Test Number 1 to 72, lncluslva 73 to 106, Inclusive 107 to 151, Inclusive .152 to 221, inclusive ·222 to 31 O, inclusive 310 to 321, Inclusive 322 to 350, Inclusive 351 to 385, inclusive 386 to 427, Inclusive 428 to 471, Inclusive 472 to 503, inclusive 504 to 516,. inclusive 517 to 521, inclusive 522 lo 542, inclusive 543 to 550, inclusive 551 to-579, inclusive . . ... 2-October 19, 1970 Week Ending January l O, 1970 .January 17, 1970 January 24, 1970 January 31, 1970 February 7, 1970 February 14, 1970 February 21, 1970 February 28, 1970 Morch 14, 1970 March 21 , 1970 March ·28, 1970 April 4, 1970 Apri I 11, 1970 April 18, 1970 April 25, 1970 Moy 2, 1970 The final results of tests and observations indicate that the compacted filled ground hos been ploced at 90 percent of the maximum dry density or greater, It hes been determined that the fill materials, compacted to 90 percent of the maximum dry density, hove o safe bearing value of ct least 2000 pou~2.s per square foot for one foot wide continuous footings founc1,.;d at a mini- mum depth and placed five feet or more inside the top of compacted filled ground slopes. If footings ore placed closer lo the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below o 1 1/2 horizontal to l vertical line pr.ejected outward and downward :rem a point 5 feet horizontally inside the top of compocl-ed filled gro'und slopes with the two following exceptions. The exposed compacted filled ground slopes to the rear of Lots 368 to 370, inclusive and Lots 377 to 379, inclusive, which o,verlook the golf course, contain some large boulders partially ·covered and partially buried. It is recom- mendechthot minimum depth footings in these areas be placed no closer than l O feet inside the top of slope. If it is desired to support structures closer to the. top edge of these exposed slopes than 10 feet horizontally inside the top of slopes, then it is recommended that lhe footings be deep- ened one foot below minimum depth for each 1 .5 feet horizontal distance closer to the exposed slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one or two story wood frame dwellings without detrimental settlements. In our repc,rt of the original Investigation conducted at this subdivision, (Project No. 69-9-8C doted November 7, 1969), we stated that some "expansive" soils· cxist·cd on the site end if they .were allowed to remain in the upper 3 feet below finished grade 5ome of the lots would require specially designed footings and slobs. We further stated thot these iots would be listed upon the completion of grading. The lots where expansive soils were observed to remain within the upper 3_ feet are tabulated asJo.!,1,c:>~;.;..,_, ____ , ___ , __ , ____ ·---~ -----. ~ ...... .,,,-· ,/. 330,(@)o 338, Inclusive, 2.1,q to 351, inclt•sive, 353 to 383, Inclusive, 385 lo 407, Inclusive, 409 and 41(.' .· . Type A Lo!s: \, '~ . .... _ --:----~~-------------~ _ .......... .--,,---· . l'roJeJ:t No. 70--1-50 Rar1cho La Costa, Inc. Type B Lots: ✓ -3- 331,~ 352,384,408 October 19, 1970 It is recommended that the following special design ond precautions be token for the houses to be con5tructed on the lots: · · • Type A Lots 1. Avoid the use of isolated interior piers. Use continuous fooJlngs · throughout, ond place these ot a minimum depth of two felt below the .lowest adjacent exterior final ground surface. · 2. Reinforce and interconnect conti~usly .;,.ith steei bars oil interior and exterior footings with one U 5 bar at 3 inches above the bottom of the footings ond one 115 bayPloced 1 1/2 inches below the top of the stems of the footings. 3. Exer~ise every effort to assure that the soil under the foundations ond sl~bs hos ci uniform moisture content, 1 percent to 3 percent greater than optimum throughout the top 3 foet below finished grade at the time of placing founda- tions and slobs. Use raised wooden floors that span between continuous footings, or use oil concrete slabs with 6 x 6 -10/10 welded wire fabric and provide 'J minimum of 4 inches of clean sand beneath oil concrete slabs. Provide a moisture barrier 2 ;nches below slobs under livins areas. Separate garage slabs from perimeter footings by a 1/2 inch thickness of con- struction felt or equivalent, to allow independent movement of garage slobs relative to perimeter footings. 1; ;•--; Provide positive drainage away from all perimeter footings to a horizontal distance of at least 6 feet outside the house walls. · Type B Lots Those lots listed above, as Type B lots should follow all the above-listed recommendations wi'.h the two following exceptions: 1. -. The continuous. footings may be placed at a minimum depth of 18 inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots • ..... • I I • ;-rup·.~r.;1 I '(U • I V-'I -.JV Ran,:ho La Costa, Inc • -·•r-. ucrouer I Y, 1 Y/V .2. Single /14 bars placed as directed (above) near tops and Lottoms of all Interior and exterior footings may be substituted for the II 5 bars recom- mended for Type A lots • . Rec;ommendations 3 to 6, inclusive, as listed for Type A lots, ore applicable to the Type B lots also. Respectfully submitted, BENTON ENGINEERING, INC • . ~~.;:?~~ l'hlfip~,;, G,il '"';"ee, - Distr: (4) Addressee , (2) Rancho La Costa, Inc. Attention: Mr. Burton L. Kromer (1) Rick Engineering Company (2) Son Diego County Building Inspection Vista Office ..... . . DOIU~ ...... "'""/'ltt.tfl/'l:Pl,_,0 l"-tl'" • SAN DIEGUITO ENGINEERING, INC. John B. Fox · P,E. Stephen D. Dillemulh -P.E. James A. Laret -P.E. SOE 2163 June 9, 1981 Mr. Albert Vignato Vignato Construction PO Box 875 AVENIDA DE ACACIAS P.O. BOX 2004 RANCHO SANTA FE, CA 92067 756-3064 Rancho Santa Fe, CA 92067 CIVIL ENGINEERING SURVEYING SOIL TESTING SUBJECT: Preliminary Soil Investigation at Lot 333, La Costa South Unit #5, located on La Costa Blvd. in La Costa, California. Dear Mr. Vignato: In accordance with your request, this office has performed a Preliminary Soil Investigation at the subject site to provide recommendations per- tinent to the proposed development. The scope of our work included: 1. Reconnaissance of the site and adjoining areas. 2. Review of pertinent, published and unpublished soil information. 3. Limited subsurface exploration. 4. Limited laboratory testing. 5. Engineering analysis. 6. Preparation of this report. PROPOSED DEVELOPMENT The proposed development is understood to comprise of construction of a wood frame/stucco single family residence. Loads are anti- cipated to be typical for this type of construction. SOE 2163 June 9, 1981 Page Two SITE DESCRIPTION A rectangular parcel located North side of La Costa Blvd., in Carlsbad, California. The site is a relatively flat lot, apparently created by grading operations in the past. An approximately 25 feet high slope descends on the North from the property at an approximate 2:1 (horizontal to vertical) ratio. The slope which is understood to belong to the neighboring property to the North is planted with ice plant and is irrigated by a sprinkler system. SUBSURFACE EXPLORATION Subsurface exploration consisted of examination of soils in 3 trenches excavated with a tractor mounted backhoe to a maximum depth of 7 feet. Approximate locations of trenches are plotted on attached Plate 1. Soils were visually classified in accordance with unified soil class- ification system, detailed logs of the trenches were recorded and are presented as Plates 2, 3 and 4. LABORATORY AND FIELD TESTING Laboratory and field testing consisted of: 1. Determination of field dry densities and moisture contents. 2. Direct shear tests. 3. Expansion potential. 4. Maximum density and optimum moisture content. 5. Consolidation test. SOE 2163 June 9, 1981 Page Three 1) Field dry density determinations were made on representative foundation soils using chunk samples. The results of the tests performed in accordance with accepted engineering practice are as follows: FIELD DRY FIELD MOISTURE RELATIVE SAMPLE LOCATION DENSITY (pcf) CONTENT (%) COMPACTION T-1 @ 2'-4' 101. 3 18.9 91% T-1 @ 5 I 104.5 17.0 94% T-1 @ 7 I 106.7 18.1 96% T-2 @ 1 1/2' 91. 0 23.8 82% T-2 @ 3' 101.2 21.5 91% T-2 @ 4'-6' 102.3 21. 9 92% T-2 @ 7 I 102.2 19.6 92% 2) A direct shear test was performed on representative samples of the proposed foundation soils, The results of the test performed remolded to the natur.~l conditions. in general accordance with engineering practice are as follows, and are also plotted in accepted Plate 5. DENSITY CONDITION Remolded to average field density and moisture content ANGLE OF INTERNAL FRICTION ~ 21.5° APPARENT COHESION C (psf) 400 psf SOE 2163 June 9, 1981 Page Four 3) The expansion potential of representative soils from the site was determined by allowing the material, remolded to field conditions to swell against a surcharge of 150 psf when brought into contact with water. The results of the expansion test performed in accordance with accepted engineering practice are summarized below: SAMPLE CONDITION Remolded to 90% of maximum density and optimum moisture content (same as above) DESCRIP'I'ION % SWELL clayey silt 2.5% silty clay 9.5% 4) Maximum density and optimum moisture content of representative samples of on-site soils was determined in accordance with A.S.T.M. D-1557-70 test standard, the results are summarized below: SOIL DESCRIPTION Light brown silty clay-clayey silt. Grennish brown silty clay. MAXIMUM DENSITY (pcf) 110.8 111. 0 OPTIMUM MOISTURE 13.8 17.3 5) A consolidation test was performed on a representative under- disturbed sample of soils. The results are plotted on Plate 6. SOIL CONDITIONS The site is underlain to depths explored, by existing fill, probably SDE 2163 June 9, 1981 Page Five placed during the initial development for the subdivision. The depths of the fill were not investigated. The fill soils consist of grennish brown relatively firm, moist, silty clay. CONCLUSIONS AND RECOMMENDATIONS Based on the laboratory testing and evaluation of site conditions from a soils engineering standpoint, the site is considered suitable for the proposed development provided the following recommendations are incorporated in the design and construction of the project. 1. Existing Fill The site is underlain by existing fill to undertermined depths. The integrity of the fill soils with respect to compaction and strength parameters was verified up to depths of interest for the proposed development, only. It is our understanding that placement of entire fill was done under observation of Benton Engineering, Inc., as evidenced in their report dated October 19, 1970. Compaction of fill soils, to depths pertinent to the proposed construction were verified and with the exception of the top l' to 1 1/2' were found to meet the minimum acceptable criteria established by the grading ordinances of various regulatory agencies and accept- able engineering prac'tice. Soils were found to be moderately expansive. SOE 2163 June 9, 1981 Page Six 2. Foundations The proposed structures may be supported on conventional continuous or isolated spread footings, founded minimum 24" below lowest adjacent grade, into compacted fill or competent soils. The footings shall be at least 12" wide. Footings may have to be deepened in areas in order to ensure a minimum 24" penetration into competent fill, this should however be verified by the soils engineer at the time of footing excavation. Footings placed as recommended may be designed for an allowable soil bearing pressure-of 1500 psf. An allowable lateral bearing pressure of 200 psf per foot of depth may be assumed provided footings are poured tight surrounding firm soils or competent bedrock. A coefficient of friction of 0.20 may be assumed for sliding between concrete and underlying soils. Lateral bearing may be increased .by 1/3 for short durations of wind and seismic forces. Minimum foundation reinforcement shall cons;-st of 2 # 5 Bars placed at the top, and 2 # 5 Bars at the bottom of continous footings in order to minimize the detrimental effects of local soil irregular- ities and possible soil expansion. 3. Slabs Slabs on grade supported on moderately expansive soils may be reinforced with 6 x 6 -6/6 welded wire mesh, slabs shall be minimum 5" thick. Slabs should be underlain by a minimum 4 inch layer of 1/4" crushed rock or qravel base. A 6 mil thick plastic or vinyl SDE 2163 June 9, 1981 Page Seven moisture barrier, overlain by 2 inches of clean sand should be pro- vided over the base material to prevent upward capillary movement of soil moisture. Pad soils should be premoistened prior to placement of moisture barrier or concrete. Minor cracking of the slabs on expansive soils may still be anticipated. Foundation Setback The stability conditions of the existing slope, to the North on adjacent property and other slopes on the property are not known. It is therefore recommended that the following setbacks shall be observed for building structures from the top edge of the slopes. Slope Height (Vertical) 10' or less Exceeding 10' Minimum Setback 5 I 10' Buildings may be placed closer to slopes than the minimum set- backs recommended provided footings in those areas are'deepened such that the horizontal distance between the lower outer edge of the footing and the face of the slope meets the prescribed Il',inimum setbacks. 4. Retaining Walls Retaining walls, (unrestrained) at the top, may be designed for an equivalent fluid pressure of 35 pcf. Restrained retaining walls may be designed for an EFP of 60 pcf. SDE 2163 June 9, 1981 Page Eight The above values assume compacted, level backfill, comprising free draining sandy soils. If conditions are otherwise, this office should be notified as to present revised recommendations. Temporary cut for retaining walls should not be made steeper than 1:1 (horizontal to vertical ratio). Any surcharge loads affecting the walls should also be added to the above values. Adequate drainage should be provided behind the retaining walls. 5. Settlements The overall depth and consistency of fill is not known, therefore overall consolidation behavior cannot be predicted, however, it is our opinion that the structurally induced settlements due to the proposed construction will be within the tolerable range for the type of construction planned. 6. · Drainage The site should be provided with positive drainage. The surround- ing topography should slope away from the building areas at a minimum gradient of 3% to a suitable point of discharge. In no case should water be allowed to pond at or near the building areas or be allowed to drain over the slopes in an uncontrolled manner. Drainage swales having a minimum gradient of 2% should be provided at the site wherever required and should be designed by a registered civil engineer. SDE 2163 June 9, 1981 Page Nine 7. Inspection All footing excavations should be inspected by the soil engineer prior to placement of steel or pouring of concrete. LIMITATIONS AND UNIFORMITY OF CONDITIONS The recommendations of thi.s report pertain only to the site in- vestigated and are based upon the assumption that the soil conditions do not deviate from those observed in the test pits. If any vari- ations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, San Dieguito Engineering Incorporated should be notified so that supplemental recommendations can be given. This report is issued with the understanding that it is the re- sponsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and inco.rporated into the plans, and that the necessary steps are taken to see that the contractor and subcontractors carry out such re- commendations in the field. The findings of this report are valid as of the present date. How- ever, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties. In addition, changes in appli- cable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. SOE 2163 June 9, 1981 Page Ten If you have any questions regarding this report, please do not hesitate to contact this office. This opportunity to be of service is greatly appreciated. Respectfully submitted, SAN DIEGUIGO ENGINEERING, INC., 26525 JBF/ZA/js cc: (4) submitted P LOT PLAN .. l I .C---E'lllS T irJC-... \ e:,p..,, .• Hc: .. · ~ . ~---~ ~ ------- l ' I• I .r I/ ---.. ____.,.~ \ I C'~t=>c.x:,A::c "D Q.1;;-~\'1..,"IS I '\.... C • r ., - I ~- / / , . I I _____ J :! 1 :-/ C.v ~•,A I • J \ f►·s 1 "ea,C:.J;;L. ff~~- v,~,~,o c.o..::.s.··nz: .. uc.. ,10t-:1 p .0 .~)(. -a,4j- R.~VC.:. l-10 !":,.~...::>,~ 'FlE", C.A. <Zf~0(..1 LW&JA. L '.l>l~LJ~'llOI.> ~ - LDT 333 M~f>~Co APtJ ~It. -2iso ~~ • Lp.Q1..--n2 .b.} __ ; - LA CO!:> TI\ ~ o"T H IJ..:) 1T KS° • L\~S1f>-.,C-A . t'~* PP.1;:si: B'{ :: :::,~ ~\Eei\U {rO € ~\ ~G'E•~~ . ~ • ..:>~'#. :t.DC ~- R~..x."o :>~'" Fe;: ,c:.,-.. 9 ~7- SAN DtEGUITO ENGINEERING, INC. ~ o. M))( 2004 RANCHO SANTA F£, CA. 9:ZOU Qv,~= E~;;;ERING. SOIL TESTING LAND SURVEYORS PLAT£. ~ B OR IN G LOG Pro ject Vigna.ta w.o. SDE ·,, :,·-Logged By : _·L,r---==...__ _____ --1 Bor ing No. .,. _ ' Locati on · r' . i -, ,+i·c .~ j (' Drill Da t e -----1 Surfac e El ev. _____ Dr illing Notes UNIT Soil, Fill, Alluvium , S-i l t s t one , etc . .---. ~ .~ MATERI AL DESCRIPTION (%Sand , Si l t , Cl a y ; ~ ~ ~ ~ ~ Color Co n s olidation, e t c .) ·n ~ .c: ~ ~ ATTI 'rUDE MEASUREMENTS : o.~ 1+-i t ~ -P ~ B-Bedding F-Fa ul t 6 g; g, -~ t w J -Joint RS -Rupture Surfa c e ~ ~ ~ Q '..'.) ") c -cont act ~ 8 O ,r-·--r---------------------+--+-+--+----+---=-i 5 10 j'"'"'➔ Gr e l:', '~ r +.,, Green,sr , I 1-\ : ... r e ·, ;-,-1.,.. Grt'c.""T -::;r br )'1/Y-l , y-.,. , \ r 1 1 I \ ~ I I • '• \ \ ' , -l :-, . 1, ,, . / ,-. ...: u. 'I ., "; t--- ---1 ... _ ---- 1 i 80 F-{ING LOG Project Vi9oa±o W.O. SDE :::,l lo'.3 Logged By : _T....__T_.,__ _____ -1 B.oring No . T -2. Location ~·c,· -:,1h ,tcbed p l 00 Drill Date ------1 Surface El ev. _____ Drilling Notes .,......, UNIT Soil, Fill, Alluvium, Si l tstone , etc . +> .~ MATERIAL DESCRIP1!1ION (%Sand , Silt, Clay; ~ t ..c: ~ Color Consolidation, etc .) ·11 ~ ..c: §' ~ ATTITUDE MEA SUREMENTS : p,~ ~ ~(I) ~ B-Bedding F-Faul t S ~ 3: ,T-Joint RS-Rupture Surface H _ Oq C-Contact -' t---4--·---+----------------. --- - - I . --1- I ,.-... Q) ~ ~ ........ ;j .p .p CIJ ~ •rl (l) 0 .p ~ ~ 0 0 ---·--·--+---1 - 1----t----1-----------------------·-----·--·-. --~~-1--------- --5 :,rt:<,:n,·;h \-ov , v noel-.--•1 .•.ly 5dry cb7 ------------------------C •. 1 -'> I j ' ·y - -- , -- - - --. . --- ---- -· I I I -·---· ------I ----1-----l----- - - - - - - - - - - - - - BOR I f\JG LOG Project )L19 t::l a±12 w.o. SDE '? I /.13 Logged By: TT . Boring No. :r -.3 Location --.8:tl a:tchc d ~l'.clb Drill Date · Surface Elev . Drilling Notes -UNIT Soil, Fill, Alluvium, Sil tstone, etc. i .;::,· ......... ~ 0 MATERIAL DESCRIPTION (%Sand , Silt, 'Cla y; s +=' •r-i (I)~ ~ •r-i >, 0 .. Cll H.._, . ........ ..c: Q.Q Color Consolidation, e tc _.) 'fl (/) 0 (I) ,0 s:::: :::s ~ p, 0 ATTITUDE MEASUREMENTS: [/} '') Ct--1 r-1 (I) +' +=' (I) ..c: cd ..:i ~o ~-....... ~ QJ Q ct-i UJ s:: ~ ~ J.i B-Bedding F-Fault :::s [/} u: Si:. (.) •r-i (I) rd p c., 0 :::> ~ ~ (tj 0 » p, 0 +' ~ (I) • ,T-Joint RS-Rupture Surfac e lY [/} CJ i:. s s:::: .::i .. , C-Contact ,., ~) ,-• Q 0 ·o ... ..c (.) 0 - Green ish 'orown sil t y day sand I -I I ,- loo::,e. to n-'Odera~ly f\rYY\ , r'YX) I S t ----, I i -5- I I - I -I - -- -- -I - I --I - --: -- -I -• ~ -- --I -. ~ - --. -- ,--- -· ,,, ' (_ - . If' - NOr~MAL LO/\D -· kips per square foot 0 I 2 " 4 5 TnT ,Tit n7 T TTl7 n ·11 --r 177..! lT~rrTT 7TT7-TflT TT I I -6 I I I Ll -_J -i ----·•---··------------------·----I----·i --'°1 -, ,- I- 6 -I- -, -, l 7 -, --------------; --~---+----4----+----+---I---- >--,_ ---,_ _ __ ,.._ -·-· -----------------·---+----+------+--- I----5 I- 0 -0 >--i-,_ cu ------"-._ 0 :::> CT ,_ V) 4 ,____ i ----1---- I -- I 3 --)- (.!) z w a::: t- (./) ·-· --- 2 -·------a:: ,-. <! tu I (./) QlJIJ 1111 1111 1111 11 11 <.. .:, J /. ·-~ ---- ---------· r----· ------.. - --·-··-... -------- -- ---i----- - ---•·-------;----------1 - =1 -------------~1 I I I I LI I J _J LIL LJJ...L_LJ_J..L_l LIL Ll.1.~j r11~0Jrc r v, a-"' !4T c -. -·----J·-·DATE NO. ,/4 / f :_, _________ .. ________ Pl./\ l_·r_: _5 _________ . __ CONSOLIDATION 1-Es·r PLOT NORMAL LOAD -kips per square foot -~'---·T2_-'-i.31-~.4,c-c.T5~.T6~.7~.8.,..,.9-jlr-__ -r2 _ _,.3_~4~5,-6r-T7_8.,..-,-,910 l----f---+--f-~o.d:-··-j--j---1--t-----t----+------t-t--t-;--t--t-1 -r--. r-~ 41------1---~--+--+-+-+--+-t-+----+---+----t--t---t---f-+-~ z51------1-----t--+---1----+--+-t-+----+---+----t--1---+----1-+-~ 0 Ei 06-----t----1--+------t--+--r-t ::J 0 en 7>-------+----+--+---+·-·-----------·------+----+--t--+-+-t--t--+-l z 0 0 8 >-----+----<--+--+--+--+ ··---------t----t---+--+--+--t-1-+-i 1-z ~9 a: w a. 101-------1-----tl--+--·-·------------· ----+----+---+--+--+--t-t--l-l 11 t-------t-----tl--+---t----t--+ ··-----.. -·---+---+---t----t--t-+-+-+-1 12>------t----1·---+---<---·-------------->---------+---+---<--+---+--+-•--< 131-------1-----tr--+---+- o sample at initial moisture content o sample after saturation PROJECT V/<q-N'A-:ro NO. 21,<'=3 DATE 1c-a -a I PLATE b ---~-----------··1 I --·-----------------------·---------------- ., . ·:' '. '-'I ~\JI , u LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name ___ _._PAc.l""H__,_H..,.U:.uGwHE.,.S,..__ ________ _ Mailing Address 2232 Mal:ll.io A-v~e"='='P~------ 1 as Angeles, CA 9QQ16 Service Address: 2622 I a Costa ~n..,.ue,.___ ____ _ Phone No. (2J3) 93)-3161 Si:W~:t PcRMIT ISSUED tJPON ftf.::::El?f OF-BUILDING PERMIT. Tract Description: _ ]nt 333, South #) DUlLDING PERMIT MUST BE 'i?·-'13 :?~ Assessor's Parcel !lo. 2]6-280,0A APPLIED FOR BY B-~.5-00:.,, Type of Building Single Family No. Units--''----Connection Fee$ 60D no Lateral Size: 4" G" 8" Saddle Easement Connection (pre-pd 2DO.OO) Extra Footage: @ $ ____ Extra Depth: ___ @ $ ___ ..L\QO.n-l Amount Rec'd $.!-,\CO.CC) Ck. No/Cash -;tt-:7 QO.., Date 0-169 Rec'd By c;}Q I q Lateral Fee Prorated Sewer Service Fee Total $(,,QQ Eb The application must be signea by the owner (or his authorized representative) of the property to be served. The total charges must be paid to th<: Distr·ict 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 nne in the street (or easement) to the point in the street (at or near the applicant's property line) where the service laterai 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 eas~ment) where a connection is made ' to the service lateral. The connection of the applicant's building sewer to the service lateral sha1 l 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 APPRCV~O BY THE C!STR!CT SEFORE THE S[~;ER SYSTEM MAY BE USED Ci'{ TB[ APPL!CANT e 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 AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the D·istrict estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if servi.ce 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 agree~ to the conditions as stated. \OlcCll Acco1mfTo-:- Building Department 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 TELEPHONE: (714)438-5525 Dear Propex:ty <ICitp of <ICarI~bab OWne~, /ii,: IJ}a.._J,_<i,;~~ f/_../)6 · ......... ~ . . . . . . . " . An application for a building pexm.it. has been submitted iii your name 11.sting your- self as the builder of the property improveir.ents specified. . . . . For ·your protection you should be aware that as •owner-builder" you are the respon-· sible party of record on such a permit. Building permits are not required to be signed by property owners unle_ss they are personally perforn>ing their own vork. :rt your vork is being perfo:tmed by someone other than yourself, you rnay protect your- self from possible liability if that person applies for ~he proper permit in his or her name. · · . . . Contractors are required by law to b~ licensed and bonded by the State of California _ and to bave a bu.s,iness license from the city or county. They are also required by law to put their license nwobar on al.l perrnits for wh.i.ch they apply. -_ · :If you plan to do your own work, with the exception of various trades that""you plan to subcontract. you should ba aware of the fol.lowing J.nforinat.lon for your )>enef.i.t · and protection. -· · lf you employ or otherwise engage any persons ot:hei: than :i<)ur ir.unediate · fami.ly, and _ the work (including· 111aterial.s and other costs) is $200 or more for the en1:ire pro- -ject, and .such persons are not licensed as contractors or subcontractors,_ then you JDaY be an employer. · _,-· -·· . . If you are an emp'.l.oyer, you 1nust register with the state and federal goverri.-oen't as an employer and you are subject to several obligations including state and federal. income tax withholding, federal. social. security taxes, workers• compensation insur- ance. disabi.lity insurance costs, and unemployment compensation contributions. There ,oay be financial. risks for you if you do not carry-out these oblig.ations, and these risks are especially serious with respect to workers' compensation insu,;ance. ___ , ., For 111ore ·specific information about your obligations unde..-federal. law, contact th& Internal. Revenue Service. (and. if you wish, . the· U.S. Small. Business Administration). For 111ore specific info:tmation about youl:' obligations unde..-state law, cont.eel'. the Departm~t of Benefit Payments and. th~ Division of lndust:rial. Accidents, ' . . ~ .. If the structure is. intended for s~le, property "owners·· wh~ are n;,t licensed con- tractors are allowed to perform their work personally or through their own e~pl.oyees,· without a licensed contractor or subcontractor, oniy under limited cond~tions. · • A frequent practice of unlicensed pe~~ons professing to be contractors is to secure· an "owner-builde,:-• building _permit. erroneously implying ·tbat the property owner is providing his or her own labor and rnaterial personally. Building permits are not regoired to be si9ned by property o•.mers unless they are performing their o= work pcrson;illy. Inrorm:ttion about liccnr.cd contractors rnay be obtained by contacting t.hc Contractor's~ .. -- State License Board in your com.'t\unity or at 1020 ?I Street., Sacrur,,ento, California 95814. Plea!.C comi)lcte and return the enclosed own~r-bu.llder vcrificntic.in f'orrn so t.h~1t w~ can confirm that you arc aw<Jrc of these matters. The buildinJ p~rrnit wlll not l.>c i~sucd until the vcrificntion is returned. Very truly yours, CI~ m•Carlshad DUILOIIIG DF.l'J\R1"/·l~/IT ·-··-·'--·--------- "Attention Property Ownerz '· An •owner-builder• building permit has been applie4 for in your name and bearing your signature. Please complete and return this infoi:mation in· the envelope ·provided at.'your earU.esf: · opportunity to avoid unnecessary delay in processing and issuing your building permit. · · · No building permit. will be issued until this verification is received. _ · -· __ . · . . _.,. 1. I personally plan to provide the major labor and .¥~11irials for construct.ion of! the pro]ilosed property _improve~t. (yes __ or no). _"f._1..1,f{,..,,.s ___ ,. ' ...• ·-· ._. .. _ ... .... • . • .. ·:: -~ .· . 2. 3. 4. 5. . . .-, I (havejhave not.) U\Jf . signed an for the proposed w-0.JrT.'"~.i:1_ ...,_.._ ___ ,_,..:---".-app~aticm for a building pei:m1~ . -...... ·-:. . .. . . J:_'. \ ·: following person_ ;,_~ .. .. . i have contracted with the st.ruction: · (firm) to provicle .the propose,! con•. .. --~ - Name : ----------------------.. '-:: -. "'-·· Address----------.----------·": .. .: -City __________________ _ ... ·:· ... _.- Phone· ---------------------... ~ .. . .... .: ·- Contra c; tors License No. ~ . : ' ·-.: ~-.; .. :-·.. ·. ,· 1 plan "to provide portions of the_ work, . but ·I have hired the "followin9 :person to coordinate, supervise ancll proviclle the major work: · . . .. :.:. -·· : · . . -Name·_· _______________ ..,.. __ _ ..... Aclldress ,-'. City _____ ._ ________ ..,...-.-_ . . .... Phone ·a..· .. :.-.-~ ~ ~. ----------------.'I,-· -~ t ,; .. ' Contrac:~orS LiCens~ No~. I...... , ' . t,··. •.\ •' -----------:--~i._·, . ;,or·.-{·, .• ·. -:••;;·· ~ I wilL provide··-•· of the· woi:k' but· X have c:ontnc:ted sons to pro,nde the work inclicatecl: . . . ·_ Name Adcllress · -·· · --Phone Signed: Social Security -DiltC -----'~=--' l.. • ! f .. ·:.-. ·. i •~.:: ·~ ~ ·.· ~;-,:.£·!-.~ .. ... ~ ... ,; · · ,:ype of Work· . ... -.,. ... : : .. ,. I! ·- ... ---- . ~ ... ·-, .. ... ··~ . . . ' ' . : 120J [UA AVEI-JUE CAnLSHAl>. CALII:onr.:IA 92003 't[l(PJIOIIE: 1714! lW•l 181 ... RESIDENTIAL VALUATION CHART Living Area. ____________ :z..=:a...c....=.._.,_;_ ___ ~ ,j,;J,_ 9cJ X $· iJQ.00 '"'$ f'I £ao, -- Garage Arca _____________ ~_,:...t..,_ ____ ~ X 10. 00-S°'ff.ac1-J Covered Porch _____________________ ~ pig X 4.00 11 ...r Y X Covered Patio ----------------:----,-'---' Balconies Each Bathroom over 3 Each Fireplace over 2 Retaining \-JalJ.s· X X X X 4.00 6.50 1,900.00 1·, soo. 00 '8,"CiCl· Air Coi1e1i tioning, __________________ _ X J1k9-" - • . . . .. Total Valuation t (j'~. -~--------------------, ~..:.':'._, Plan Check Fee (50% ·or bldg. Condorni.ni urns· pern1it fee 65%} ~ • •• TOTf,L \'Alll,\Tl(l/1 . • ur:. Total fees /p~r/-f .. -. $1.0:J to $:>00.00 $501.00 to ~z.000.00 $5,00 .. $5.CO for 11,c first S.'i00.0() plus $1.00 Cot c;1.ch. :t(hliticsn:i.l. $JOO.nu c,r fr.i.c .. t.ior'l tlat.'rr<1£1 lo :ind inclw1in;: t,!~.000. S'.!0.0[)· for rl,u first $:!,ODO.Qt) I''"' .$·J.0() for c::ida :t1hlit:011:\\ $ 1 OlltJ 00 or fr:.1.:l~fJJ\ th~~,col. · ll> and in~·ludiu1• $~~i.OCi0.00 ~ ~':.25~001.(.JU lo $~)o,o(io.(JO SI l~~-00 £err th~ fir:.t s~~~.000.00 plm; S.:J.00 for c::a.h :uldilin,1.,I SJ.fHHI.VO ()I" !r.-wtir,u th1.:ri:c1f. ·10 ~ml i11cltu..li1w : $!i0,00{1,(I() ' .$~0.0fJl.00 ·1,J ~H.HJ.C(l(l.0() ~~ l!i7.0i~ £nr t1w fi1•;t S~0,000.00 1,111 ~ • :. ' :$,7.Jlll tor e;1d1 ;11l'1itio11;1} ~--,1 (Hltl.Oll r,r r,.,ctit1n tlirn·t.A, lo ;\llll in~·l11di11'' • • Sl0(J,IIIJ0.0(l , , • , } ) Oj,hOl.(iC, to ~~;m,.(1(1(1.0~l !;~!11.0fl for I lu-fir:,t ~i 100.0:10.0() pl II'; ;, • . • . ·~1.!iO lei< t:;1ch ;11ld1ti1111:,t -51,00:1.0(} •• • Clr fr:u·tin11 tl11·rc·(I!, tn :,rnl iudutluw • •.~ •. • ___ ~!;{1t>.rn1D.OO .. . • (~) l-:x!1ir.:1t;,·11, hf l"hn Cl11·d: .. /q:jllir..::1tio11\ r,;,··:. .. h';;i,··;,~~ 1::-111:i, ir_ 1;,o:.,~u1 .\·,•,111111 11;0 ,1.t;·-. l11!1nwi11:: 1hr: tl.1tc uf :1ppli1..·:1tiPI\ :.h:,11 l·xpir1... \,i' l,rn1t:1IH•fl :n,d 5,l.rn, :,u1,n,i:kd lor t hcd.inJ'. way 1111_·,c:tlln 11::,: 111innl l<i tl1c "'Vi':;cu1t or t!1·,t11111·ct lty th•~ Jl11il.!i11; .. : Olfi.·i;,1,·'fh,~ }l:1ild;111~ ()fl11·i.,t u!_:•.y u.lu1~l 111( r;1_11f. lur :u:!i1,;1 1,y t1:·· ;1i,1:l•t·.1nl fpf :_\ pniult 1111t t·.":1.Tnlini·: )1,(f t1.,p ltp11II \\"ll11i"q ll"fjl!C',r "'' t!H: ;1i:pl1l.1ill :.ltow111.•: 1li.1t I i1n:n1•.t.q;;·o 11; \',lth1 llH: ( 111\lt 11: ol tli1: ;111p!1'i·.1nl 11.t\'/· 1•1 ,·v1·11h 11 ;11~1i1111 r I I 111, h:111~• . . .. .. •• . . ·' · . ·• . .•. .-' /4·. ( -;;:;_,; t-1· .... , ' / f " / I '-/ f. ( :_.. I• .. ,-)" .. :