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Home My WebLink About2402 SACADA CIR; A | B; 83-226; Permiti'eby affirm that I am licensed under pr vialons of Chapter 9 (commencing with I- Section 7000) of Divialon -3 of the Business I and Professions Code, and my license is in L full fdt U I hereby affirm that I am exempt from the Contrac- tOrS Licenue Law for the following ncosuo (Soc. 7031.5 Business and Professions Code: Any city or county which re-quires a permit 10 construct, alter. Improve, demetish, or repair any structure, prior In its Issuance also requires thu ep-p!icant for such permit to file a sipoed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that in ox. nmpf thnrnfrnm and the bade for the alleged exemption. Any violation of Section 7031.5 by an applicant lena permit Sub -(nets the applicant too civil penally of not more than ilvo hun- dred dollars ($500). I, as owner of the property, or my employees with wages as their sole compensation. will de the work, and the siren- - ture is not Intended en offered for sate (Sec. 7044, Ousinesa and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not Intend-nil or offered for sate. It, however. the building or improve- ment is sold within one year of completion, the owner-builder will have the burden 01 proving that he did not build or im- prove for the purpose of sate). I, as owner of the property, am esclusiveiy contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License Law does not apply to an owner of property who builds or im- proves thereon, and who contracts for each projects with a ntrcter(n) license pursuant to the Contractor's License Law As a homeowner lam improving my home, and the follow lug conditions exist: 1, The work is being performed prior to sale. I have lived is my home tsr twelve months F to completion 01 this work. I have not claimed this exemption during the last three yearn. I am exempt under Sec. • B & P.C. for this reason 80 U' 0 1 Its z on LI. no 0 a E 'O 0 w en en on 0 0 a. oil no Cs' on U C (5 C La. C on on 0 0 U on a. en C iic; BALL PRINT PEN Y flN & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. 0 I hereby affirm that there is a construction I tending agency 'Or the performance of the work for which this permit is issued (Sec 3097, Civil Code) I lenders NamnAne44S 14,rMi dr ° [ Lender's Address /f4n1 :C4--- "' a— CARLSBAD BUILDING DEPARTMENT' APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438.5525 JOB ADDRESS AV. ST.I DATE OF APPLICATION I BU4 LICENSE # RD. I I 24L0 — A-1 . 1AC$rD A— 14— I I _________ 191 U Le OWNER'S NAME OWNER'S PHONE CONTRA TOR CONTRACTORS PHONE N ZzsI VALUATI N .., ,p g __________ PERMIT NUMBER ZONE OWNER'S MAILING ADDRESS CONTR T6'S ADDRESS iô LICENSE NO. PLAN I.D. # B 0 USE CODE LOT I BLOCK A7EO, SIGNER DE/6 574, DEStG A'S ADDRESS LICENSE * DESIGNER'S PHONE W-1139 j 1905L/• STANDARD PLAN # FOOTAGE i Not Valid tin/eu Machine Certified - i )7,ar3f 67t oEccpiPTIoN QB , "tSORIC - F/P - FLRELEV.I vO wO --I -- NO I '2" Ij EDU CENSUS TRACT 7AND USE PARKING SPACE R ES UNITS GRADING PERMIT ISSUED N o REDEVELOPMENT AREA vO N T E I d'I\I OèC LOAD FI I vO N(1 QTY. PLUMBING PERMIT. ISSUE 19 QTY. MECHANICAL PERMIT. ISSUE 3 SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP J'-'_- INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 01-00-00-8220 '7 , f EACH BUILDING SEWER OVER 100,000 BTU . SIGN PERMIT 01-00-00-8221 EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 çL J I.2. EACH SYSTEM OUTLETS _GAS _1_TO_4 BOILER/COMPRESSOR 3-15 HP TOTAL PLUMBING 01-00-00-8222 • EACH GAS SYSTEM 5 OR MORE . '.- METAL FIREPLACE 16. ELECTRICAL 01-00-00-8223 EACH INSTAL. ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT - MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER . MECH EXHAUST - H000/OUCTS . MOBILEI-IOME 01-00-00-8225 — WATER SOFTNER . — RELOCATION OF EA FURNACE/HEATER - MOBILEHOME PARK INSP EACH ROOF DRAIN (INSIDE) . SOLAR 01-00-00-8226 ___ TOTAL MECHANICAL TOTAL PLUMBING- Un STRONG MOTION 80-92-33-0519 ____ _ ire, FIRE SPRINKLERS 01-00-00-8227 QTY. ELECTRICAL PERMIT - ISSUE 3' .... OTY. SOLAR-ISSUE "" PUBLIC FACILITIES FEE 32-00-00-8923 BRIDGE FEE 'ti. NEW CONST EA AMP/SWT/BKR /()) /4" iJ' COLLECTORS . SCHOOL FEE - DISTRICT 1 PH 3 PH , STORAGE TANKS / . Carlsbad 80-92-21-0519 EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE - Encinitas 80-92-22-0519 Oc9r7 1PH 3 P PUMP San Dieguito 80-92-23-0519 REMODEL/ALTER PER CIRCUIT . PLAN CHEIJK CKFEE San_Marcos 80-92-24-0519 — TEMP POLE 200 AMPS - OVER _200AMPS 4 TEMP OCCUPANCY (30 DAYS) C- -A TOTAL ELECTRICAL - — TOTAL FEE PAYABLE _I ecy perm - cued eBuilding Official undertheprovioioflo ofthis * AN OSIIA PEIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE re acorns null end void If the building or work 5' 0 DEEP AND DEMOLrTION OR CONSTRUCTION OF ch permit is not cAn_encedwithin180 days fromthe date f STRUCTURES OVER 3 STORIES IN HEIGHT I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY *CA 'DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS e building or v9 ft authorized by auch permit is suspeesded or KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AN ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON-nr _eifter th orkiscommencedfor a riod oLSave.- STRUCTION.WHETHERSPECIFIEDHEREINORNOT.IALSOAGREETOSAVEINDEMNIFYAND IG,(E _OWNE'"CONTRACTOR PPR 3:BY EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TH BY PHO 4<1 GRANTING OF THIS PERMIT. I hereby affirm that I have a certificate c51,consent to sell-insure, or a certificate ofçorkers c AF/he (Sec. 3800, Labor Cod UCY NO. oracflutied Compensation Insurance. COMPANY is liNd with the city.' O Certified copy is hereby furnished, CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it thO permit is for one hundred dollars ($100) or less) 0 I ceility that in the performance 01 the work for whiCh this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California NOTICE TO APPLICANT. If, after making this Certi- ficate of Enemption, you should become subject f's the Workers Compensation provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shall be deemed revoked 4 INSPECTION TYPE DATE INSPECTOR FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES . REQ. IF INSPECTOR'S INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE - S PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE - OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED .ONCRETE FIELD WELDING HIGH STRENGTH - BOLTS SPECIAL MASONRY PILES'CAISSONS - . 4 ________________________________ _______ __________ I • S - S 'I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE - .' - . •. S I, - ITEMS ABOVE HAVE BEEN APPRO VED. JOB SITE FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIALCONDITIONS CERTOF OCCUPANCY ISSUED BUILDING "" FOUNDATION - REINFORCED STEEL i9-BJ 78 MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND PLUMBING TOP OUT TUB AND SHOWER PAN GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. - SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING HEAT - AIR COND. - SOLAR SYSTEMS VENTILATING SYSTEMS - ESGIL CORPORATION MV 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (619) £60-1468 LV Z Z Ap) z, ea 72m 2i-)9-iz 5d S 17- -i.L' Co 'iP y c iv4 7 c/9 11 p//25s1 I/L)3c)t19-77) ( • 36/?7 or ESGIL CORPORATION 9320 ('I•IE4A1'EAKE 1)R • SUITE P'' AN I)II( () CIA 921,14-11:1 or (619; 60-140 ~2 y9Q,g T77 1c? 5' 8 S i. Co J /7'7,4- 77 c ,Vo& 7 00 -~/115 77' J72e1J-:;?7 SI)-i9iz P'zi&zs / L 791 7/A1 iap; CIO', f'.4 V Date* A-3 ______ Prepa1ed bys Jurisdiction C3I97 VALUATION AND PLAN CHECK FEE Bldg. Dept. 0 Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT _EV 1770Z_L)L) PHONE NO. c'ct -, --13 3 BUILDING OCCUPANCY 'E'-3 -Z'fIe/. DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 3 idj iaps 7 ( 7 Res. Baths (over 3) @2,200 Res.Firep1aces(0' r @1,760 Air Conditioning Commercial 2.80 Residential 2.40 Res. or Comm. Fire SDrirtklers - 1.50 Total Value 2 33 7/ Adjin;t 111,!t t for S talv Mandated Handicapped :':'::.::: Fee s /rI.L)05 =— $ J. - C o ri ri i I S: 8/4/82 ENVIRONMENTAL PROTECTION REQ: 4 GRADING CUBIC YARDS RUNNER N0TjFj?q"jVjTjy INIERU.EPARTMENTAL_INFORMATIOL11EE1 ii 3 19,03 BUILD ING'DEPRTMENI ø i.... DAT JOE LJLS UILDING ADDRESS: OU< kiC .N: i/ /',L.(Ifl C.T: vepartmi1 PLANNING DEPARTMENT ri ZONE: SCHOOL FEES: SAN DIEGUITO3_ SAN MARCOS ENCINITAS/7 CARLSBAD______________ UNITS REQ'D: PROVIDED: % COVERAGE ALLOWED: •PROVIDED: PARKING SPACES REQ'D: PROVIDED: BUILDING HEIGHT REQ'D: PROVIDED: FRONT SETBACK SIDE SETBACK iT IA" REAR SETBACK ALLOWED: ______ PROVIDED: ) /(__ INTRUSION:—" t RE-DEVELOPMENT APPROVAL REQ'D: LANDSCAPE & IRRIGATION PLAN COMMENTS: ADDITIONAL COMMENTS:Ain+ Lo AS C'vo fle+ oA,POfA1T OK TO ISSUE: f1Z- DATE:/f OK TO FINAL: DATE: - I ... ENGINEERING DEPARTMENT R.O.W: IMPROVEMENTS: - .. . PUBLIC FACILITIES FEE: SEWER CONNECTION: go •) DRIVEWAY LOCATION(S). GRADING PERMIT: O1* EASEMENTS: DRAINAGE: AD7IONAL COMMENTS: tJE ES ,O (5oMrr ORIiiAL. cAOscD PLAN GOR CAM SIC90 *ECK IF ENG4EERING INSPECTION REQ'D. ON FINAL: c1K!o--Ls..SjJ:, OK TO FINAL: DATE: IF * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE FINAL INSPECTION. CEcHRs CHRISTAKOS ENGINEERING STRUCTURAL DESIGN 456 E. Grand Ave., Suite 200, Escondido. Calif. 92025 (714)489-1139 fiTRUCTURAL CALCULATIONS FOR CONDOMINIUM PROJECT AT LOT 146 MAP 6117 LA COSTA SOUTH UNIT 1 ?jkOF Cn ESS/ O.C29054 J )i tt, • CI GL I•.. -: MEMBER OF: STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA AND AMERICAN SOCI4 TV OF CIVIL ENGINEERS 4.. .I, :1. J)f? 42 Z)L - 6'LI/ A 44 IO 61 I6'a.e 14OC 1.1 ire .P7tfl .6 f tiV6 ØAO b - - 4 P$i Rori-cTs i1x .1 4ç'2) Ci.c .2 - 0cflô,u: — _ 6J3 : 6) c ':•xt 2X 6 1 J9 f2,t; jef . eo(aJ9 W .2 4 P(é/6/z)Ji2 3 - —.ra7 - I5X2 = •?~> .a7 4X1° +2 Ole- e.H&,Tw bXi?,1 oV12 Pfi . _ 24 P3/c 12) 2(22)' )c\q1 QE(tcTTw: (2qç)(22)4(1?2) -= 3c4(I.xIa')(!I22.7) = - 2 2 = ,•, . " 1)5 h X I ' #1 r043,12 3PeW NP w =1410540212)= Mil 4 41 =3.4 r 4oj2 = I.2S (o) 4 DIiTIL1;• I TH J. e.__xt F-1 5 u P P o a.Tr&c- 11 et OCie •)' .• • .•. /e 4YlOi/z ;iO7)kl. J 3o.4 , ¶y WI /6 O / 6x it sc/fr s1t C8q1)(s7)4(IEt) 471 = 4I.6xo)(II21.L7) 6 ••L5f<'" - Sri. $7?. •4''7 / 6X4Dc/, Se I A100.5 iMW'J6 ~9sif. y' (45~e ,o#, 210 0.0 F'Aofl' 7 013C II: (16o3431sT QYi1E OiJt,J(L,1. / p)q,v U~c 16 O.• cRaM 76 _1ec Th3C .26-T--l- I I-1&Ck TH Xtô1oo3M '05FC/i do )5 7A!3 t.• Jo. 4p a. 71C1ToN: . t14!. 2 . gq -V .43)'33 26,0 ..- • . . • . • •. . • .•J . . - t . p 11v 117 ce g o"o& &ç /( c R P R'• Roo f e/(&". ,f, • • • • - T 3q(I. iv XI06)(3?.16) - • L.-' .r7S>.'a4 AlO'/lcW j vur t sH&s c4&DUI'71) I 1q,( 4d , 4 (4): , tôc = c(p5f(i2)(24) 4.21 -=p s oc + es ((g.-.q x jr) 'fl,2)1 2'. 2 k 16. zel -Y.= 114k) Wl41 at dte1T,v S cNe'ck •fl1 0/u L! HT gsi0e or y/g964 11.~e V - = 2(.3 1-,P-76 10 0 !)/ -2 -_-A 9'. 3 .=-.. It' on 13f,Ye: 4DP' Hdik /'ôI 'v77,wfrJc 77$ '7 ees i5)/H33' (j.)::yjp v P#iic- xqi el 5/1 050,17911:C//8j ,1gV,c1 oiiJrm~ c,TJ jIWik_ ,q7 t/9 c '4 . 2I.1' ------.-- /1/ ?/f lIT 1H! 1'cT 5! O' 31 O Cm (uf.P(? Lv'') 1p 7y, 2Y 4 7J' I S CH'ck ay1zwtii1 952 Tru 4'r') - II4 j t1Se- H02 }IoWWflse a (ls'e 6 77.2.216 17'e it b7 * - (110 /I Fr bt' V/1 (/g) .1576 Yu •wiII J(s - +-f.-.---1_ :--- . - 1? =Ito jq. I2) '9f f27J I537 .. e' c1f7m; $(l7$)(1fl4(1') of-MV f4) i,iV43)( 4*U13) ;• ___ 61L#96 .j'q. £q')= Io7J CHc NA r Z4 - fr-c - .• .i/i S I I ij I jB1t'o8fJJ- ire I ' cruD cJI'i/f /1 1 / - (Al//If ,r 71/ HT- ;Q: 1.33CIo7)/)s. •9' . It) j - - I- q a.c cHezx ô'IZiaiisv ell I / .277'S '4fle5 i Jo 2 )-i- (3cI5)gq;7 *1 • '4 1PP/16 r 31 - lq?.)/J /6° ' 1. C#\T (t -ES1S-Efl rJ I6a A717— 7Y& -cfl - 5 0 9 alf 8DM.# V= 106 r ')'/14 5 #1oo' P1/lTd dim UIiU6 "z /tO/LZ3.,(4 £1.5 C Coì Y('i1i.1 w1/('ij ' I .----. OD#JUrfltwJ &o1? ).330o'o)/43.3 = 3.1 e'Ydf7V,Ut1JiL' peek Nar ,7'I.ZC7'J cP1/(7--()2fQ-.4 _ nt)/i = 27/1 t ;f ' 4/1/2i 7)J1.2D2. s" DiLo= oi.s(j ..... - ><4011D. ioii / 14SIL1 PLIQTh. . I I (/Se Ho2 a?t bp/k eIt.se 6'• 7#L2l27 Tip- 'V1E'YE1) use b'/A SID6S a ('ôwtIQ. ei2 viVD7Tt/ B S6 1 con non C'N'Cfr ov'l27V,11I'J 1 IoSg'). '6g 1 M sDsq (2s)Jj7 .s.)/q 4 / 1/6 ,r114 &ç or -TH9 9,qTH (j ci,— .12 7.', Io S eF 1/2OIOIO04 Qk 1t*gi5 ' • .• __ _________ .i4it() 'QT/7?d pR o- oF /v) • • .. • h_i. 7wt/01977t,AI ?/7r •. . • 9 53 (o0)/..l 1i4/ • ' . 'n lop -. •• - . -- - - - - - - - - - - - L - - - XIT6,11 It C. IV cI/" ; - 1147 )We/ 'i) U)4 jTo* 'ft ft 2 q_ j 95 ft I : 6110//(r i.s ,9,v12 jô'1D. H . RI1T'D H . , F'cwb#TT/ O&,i/ 76UAI Odt Lx $4 f1 SPPQ' 0 77r We 3lsa I2D"p e /v7r,',00 _' 279 . VA) bars 4 2~c 01xL2 9oe P 41257* 4 j4; =97 . . E CHRIS CHRISTAKOS ENGINEERING -. STRUCTURAL DESIGN.. 456 E. Grand Ave.. Suite 8200, Escondido, Calif. 92025 (714) 49.1139 q • SHEAR . WALL SCHEDULE ,,. L lx D.F. diagonal sheathing 300 1 /1 ,. A (as per UBC Sec. 2514 (b)) /2\--1/2" drywall with 54 cooler nails 0 7' o.c. edge & • field (Table 47-I UBC) - 3,001/1 5/80 drywall with 64 cooler nails 0 7' o.c. A edge & ~i4 field (Table 47-I UBC) - 100*/i A /4\l/2" drywall with Sd cooler nails 0 4" o.c. edge & field (Table 47-I %JI3C) 1251/1 drywall with 64 cooler nails 0 4' o.c. edge & field (Table 47-I UBC) - --- •-----..---.---.-.--... 1251/1 blocked drywall with 54 cooler nails 0 40 O•C. edge & field (Table 47-I UBC) ---.- - 150*/i A,--5/60 blocked drywall with Gd cooler nails 0 4 oc. edge $ field (Table 47-I. UDC) - 1751/1 /-_7,a' stucco over paper backed lath v/16 gauge staples at 6" o.c, at top & bottom plates, edaa of shear wall and on field (ICO Report No. 1823. Feb. 1977) 1801/1 or (!CBO Report No.1318, Feb. 1973) --7/8' stucco ever paper backed lath 4/16 gauge staples at 3" o.ce at top & bottom plates, edge of shear wall and 60 ac, on field (IC8O Report No. 1823, Feb. 1977)—. 3250/1 or (ICflO Report No. 1318, Feb. 1973) o --3/8' Structural It Plywood with 84 nails 0 6" o.c9 at edges $12' o.c. field (Table 25KUBCa - -. 260*/i A--3/8" Structural XX Plywood with 06 nails 0 40 °C. at edges & 12" o.c. field (Table 25K UBC) 3801/1 3/8 Structural IT Plywood with 04 nails 0 A 21%0 o.ce at edges & 121. o.c. field (Table 251C *JUC) - 5701/1 A- 3/6" Structural XX Plywood with ad nails 0 2' o.c. at edges & 12' o.c. field (Table 25K UDC) 6401/1 / \-- Structural Plywood with 4 nails 0 0.0. at edges & 12' o.c. field 0 Structural . Plywood with 4 nails 0 o.c. at edges & 12" o.c. field - / fl;_... ..-._I___• - 3 "4 /5 PC-v,s1o,-j5 ro -93 i)6ci&- 4 ç /N/iL CtULap.i 76 - f~oo, H. 7 5JpecRr OO /O /,J7. LUALL i/ (/0 OL ~///?5 'YP5')+'(pir)3if fl*' goo zmz 000 .00 / = / '' 77 ''° in Art z gLnr,o,sj 3sqxl. 41 0"x -_- I-..' 146 6'410 5s. (4)rii 737-,1L No 76' 6 ,-d poi.rc ioi- )Jfpofl S p(_ poJ-r ?rP' cOFESSIo cn ,y4 Qr NO. C29054 CIVN OF 2/3 # S a EEL BEAM DESIGN # FL. 01 RDER/MULLEN ELI A SPAN DATA LENGTH = 13.00 FT LOADS: UNIFORM L'J(K/FT) XI(FT) X2(FT) 0.525 0.00 13.00 CONCENTRATED P(KIPS) X(FT) 3.92 4.00 3.95 11.00 MOMENT (FT—KIPS) t I I IIi I! S p.=(3-76)=335' L: U v,6)ers -rL. 614 23.22 MAX. INT. POSITIVE REACTIONS (KIPS) 6.734 LEFT 7.961 RIGHT SPAN ASSUMED TO BE CONTINUOUSLY BRACED STEEL YIELD = 36 KSI USE W6X20 MOMENT CAPACITY = 26.8 FT—KIPS SHEAR STRESS RATIO (ACT./ALLOL4ABLE)= .343 DEFLECTION (IN) = 0.593 MIDSPAN (L/360 = .433) USE W6X20 MOMENT PACITY = 26.8 FT—KIPS SHEAR RESS RATIO (ACT ./ALLOt4ABLE)= .343 DEFLECTION (IN) = 0.593 MIDSPAN (L/360 = .433) 4, eS' S!IIDI 3'O.' 3$ Oi.,T3 FA#,& - .rc. Jour, WbpS -, Jo,iT h,4iu6.(J2c -r(..• R'. Ft"OR J011T s To c-rc BA4 .96iO H4cr ER s CoiiEcr Th c-rce(. /3t-1 CHECK OF W6X25 STRESS RATIO (ACT ./ALLOIJABLE)= SHEAR STRESS RATIO (ACT ./ALLOUJABLE)=• DEFLECTION (IN) = (L/360 = 695 .271 0 .463 MI DSPAN .433) .1 cloz o7/&9 .7 ' 9' 66ft. P&r /iCT'-" /1 /1 -; 1/ vb /1 6 cço. x -'/(.) /s I3"LT$ 3/c' PLT. f () 13 x ?2" A . ,PuiII c. H. JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 P March 19, 1981 0 Mr. Ed Mullen P. 0. Box 1480 Carlsbad, Ca. 92008 Subject: Preliminary Soils Survey Site: 2402 Sacada Circle, Carlsbad, Ca. Lot 146 La Costa South Unit #1, Map 6117 Mr. Mullen: Our firm has completed a survey of the native soils at the above lot. The site is a lot of a subdivision which was graded in 1969-70 and is covered in the Preliminary Soils Investigation by Benton Engineering dated March 8, 1968 and in the Grading Reports on' Filled Ground by -Benton Engineering dated June 23, 1969 and November 30, 1970. These reports show no fill was placed on the subject property. The existing lot has a light vegetation cover. The topsoil observed in trenches on an adjacent lot extend 12" to 18" in depth and is a red brown silty sand. Beneath the topsoil is a greenish gray dense silty sand to depths of at least 6' below the surface. Representative soil samples were tested for expansive characteristics and reported in the above reports. Those lots that had expansive soil in the top three feet below the surface were noted and this lot was not included. No apparent grading has been done to the lot in the intervening years. Footings for structures to two stories in height should have footings founded 18" below lowest adjacent finished grade and be reinforced longitudinally with one #4 bar at top and bottom. Footing widths should be according to the Uniform Building Code. Slabs should rest on 4" clean sand with a 6 mil visqueen layer inserted at mid height. Concrete floor should be 4" nominal thickness and reinforced by 6" x 6" x lOga. x lOga. welded wire mesh. A'. PROPERTY DEVELOPMENT ENGINEERS. INC. ENGINEERING. SOILS TESTING 0 SURVEYING JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 Grading shall be accomplished in accordance with the Grading Ordinance of the City of Carlsbad, theapproved Grading Plan and the attached Standard Specifications for The Placement of Compacted Filled Ground. 0j. C. W. DAVIS R.C.E. 21719 FZ H PROPERTY DEVELOPMENT ENGINEERS. INC. ENGINEERING. SOILS TESTING SURVEYING -2- ,Q xsr ARCHITECT L42F LA JOLLA, CALIFORNIA Qs;7 BENTON ENGINEERING, INC. APPLIED SOIL. MECHANICS - FOUNDATIONS 6741 EL CAJON BOULEVARD . ------------.-- - -- - SAN DIEGO. cAUroRNIA 92115 1 - PHILIP HEPIKING GENTON lOLa SAN OIEGO 3 56-5654 PRESIDENT - CIVIL ENGINEER June 23,I ' LA MESA. 469.5654 Rancho La Costa, Inc. Route 1, Box 2550 Encinitas, California 92024 Subject: Project No. 68-11--231) Final Report on Corn acted Filled Ground La Costa South Unit No. 1 REEta Costa, California Gentlemen: This is to report the results of tests and observations made in order to inspect the compaction of filled ground placid on certain areas of Lots 1, 3 to 7, inclusive, 14 to 25, inclusive, 34 to 39, inclusive, 43 to 46, inclusive, 54 to 58, inclusive, 62 to 72, inclusive, 82, 83, 84, 8, 87, 89, 90, 110 to 120, inclusive, 122, 123, 131, 132, 151 to 154, inclusive, 166 to 177, inclusive, 181 to 1841 inclusive, and Portions of La Costa Avenue, Navarra Drive, Viejo CcistitlaV-ksy, Nuevo Castilla Way, Sevilla Way, Levonte Street, Galicia Way, and La Coru?io Place, La Costa South Unit No. 1, Rancho La Costa, California. The fills were placed during the periods between February 4, 1969 and May 2, 1969. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled Location -of Compacted Filled Ground." The grading plan Used for the pldccrnnt of filled ground was prepared by McIntire & Quires, Inc. dated January, 1968. -. The epproximate locations at which the tests were taken and the final test results are presented on page Nos. 4 to 19, inclusive, under the "Table of Test Results." -The laboratory detormina-.. tions of the maximum dry dcnsitfs and optimum moisture contents of the major fill materials are presented on pane No. 201 unde he "Laboratory Test Results." Some of the maximum dry dcinsitics shown in the "Table of Test Results" were combinations of these. The tests, were taken during the weekly periods indicated below: Test Number 1 to 8; inclusive 9'to 29, iflClUSIVC 30 to 37, inclusive 38 to 891 inclusive 90 to 1391 inclusive 140 to 191, inclusive 192 to 257, inclusic Continued on pcge two. Week Ending February 8, 1969 February 15, 1969 February 22, 1969 March 8, 1969 March 15, 1969 Morch 22, 1969 March 29, 1969 Projt o. 68-11-23D -2- 23, 1969 La Costa South Unit No. I :J Test Number (0 Week Endir 258 to 352, inclusive •AprU 5, 1969 353 to 433, inclusive April 12, 1969 j 434 to 461, inclusive April 191 1969 462 to 485, inclusive 'April 26, 1969 486 to 506, inclusive May 3, 1969 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. it has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing 'lue of at least 1510 pounds per square Foot for one foot wide continuous footings founded at d. minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed-closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5. feet horizontally inside the top of compacted 'filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one and two story wood frame dwellings without detrimental settlements. In our report of the original investigation conducted at this subdivision, (Project No. 68-2-2C dated March 8, 1968), we stated that some silty clay and sandy clay soils had been found on the site that wer&expañsive, and we recommended that.each lot be inspected during or after grading to determine those lots in which such expansive soils exist within the uppe 3.0 feet. This has been done, and the following lots have been found to contain potentially epansfve soils within the upper 3.0 feet. Lot Nos. ito 81, inclusive Lot Nos. 97 to,,110971nclusive Lot Nos. 170184JncIusive It is/brnmended that the following special design precautions be taken for the houses to be -constructed on the above-listed lots: - \ Isolated interior piers should not be used. :Cont nous footigs should be used \ throughout, and these should be placed at -a minimum depth of two feet below the lowest adjacent exterior final ground surface. jReinforce and interconnect continuouly with steel bars oil interiorarid exterior ifootings with-two N bars ol 3 inches above the bottom of all footings and two 11/4 bars placed 1 1/2 inches below the to*of the sterns of the footings. / Use raised wood floors that span between continuous footings, or reinforce all / concrete slobs wih. &..:_1QJP..woven wre.fabric, and provide a minimum of / 4 inches of clean sand beneath all concrete slabs Provide a moisture barrier / 2 Inches below' slabs under living areas. on I; III r_iIrft INC. rioleci i'i) UQSiLUJ : La costa South Unit No 1 I ., •. •. .. .. .. .. .. 4 Separate garage slabs from prirnetor footings by snd2jb.uckness of 1/ construction felt or equivalent, toallow independent movement of g a r d g e I slabs relative to perimeter footings. . . . :1 By Z1* M. V. Pothier, Civil Engineer 5. Provid positive drinae away from all perineterfootings to a horizontal distance of at least 6 feet outside the house walls. In addition to the filled ground placed and inspected wflhin La Co s t a S o u t h U n i t ' N o . 1 , t h e r e was an area of fill approximately 180 feet east of the east end 6f 'Navarra Drive.. This area is shown on Drawing No. 1, and the tests taken within the Orea are Test Nos. 257, 258, 264 and 270. . . . • . . .. Respectfully submitted, BENroNENGINEERING, INC. Distr: (4) Addressee . . (2) McIntire & Quiros, Inc. Attention: Mr. Gary Cumbey Rick Engineering San Diego County Building Inspection Vista, California -mailed 1-9-70 I 8-11-77 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE 75 IS(? Owner's Name '______________ r Phone No. 211-848-2851 Mailing Address SEWER PERMIT ISSUED UPON RECEIPT OF BUILDING PERMIT, Jty-BOILDING PERMIT Service Address: ~YUST as Tract Description: Description: lot 146 La Costa South AMW Fft ' Assessor's Parcel No. 216-190-40 S Type of Building s.f. No. Units i Connection Fee $600.00 Lateral Size: 4" 6" 8" - Saddle - Easement Connection (200.00) 1 Extra Footage: @ $________ Extra Depth: @ $ Lateral Fee Amount Rec'd $_4yr OO Ck. No/Cash Prorated Sewer Service Fee Date Total Rec'd By _______ The application must be signed 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 AND 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 commences 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. C. /79 9L Owner's Signature D te Account No. 7/28/78 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE ______ Phone No. (21) g4-2gc1 Owner's Name John—schle-1r 3. Mailing Address 241 4j1 impr 1O&f1 --arbank, LA 1n4' NOTE: other permits was jRRjJ 4 ex. d for on 8 11 77 RECEIPT OF BUILDING PERMIT. L Ifl BUILDING PERMIT MUST BE Type of Building 011p1x No. Units I Lateral Size: 4" 6" - 8" - Saddle - Easement Connection (pre-pd 200.O O) C) Extra Footage: @ $________ Extra Depth: @ $ 10D Lateral Fee Amount Rec'd Ck. No/Cash Date Rec 'd By The application must be signed by the the property to be served. The total time the application is submitted. Prorated Sewer Service Fee Total $7(x72- owner (or his authorized representative) of charges must be paid to the District at the 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 APPLICANTS 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 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 commences 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. -Akz~~_ C., 91-10 / 79 q,5 co 4 Owner's Signature Date Account No. Service Address: Sacada Citde Tract Description: - _mt 14, Snuth 41 Assessor's Parcel No ',ic mA