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Home My WebLink About2663 LA GRAN VIA; ; 73-2541; Permit-~. &• • BUILDING PERMIT APPLICATION Permit No.~ dlo__!// Applicant to complete numb~red spaces only . City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 . J12Z3ss ~ &/e/.:/A LJ ,VtA 0 L , ..J. 'A. '""lo"' ?'l ~ 0 I z Ill j' '" • LOT NO. I BLK ITOACT /, ll 0 LEGAL I 3.IJ-2• ✓ (~ ATT~ SHEET) 0 1 OESC ... /~z, j,, ~ ll '" OWN £0 4' j' MAIL ADD .. ESS ZIP #,/ /~': PHONE I .. L//U .. 2 / / y;,. /////J,t~·L 1/ )' 7d>:J-/.J&~ CONTfU,C TOIII 1 LrJJ/' r4-A MAIL ADOllU:ss PHONE / LICE.NS[ NO. ., 3 _,,,,,, AIIICHI TECT 0111 DtSIGNE" MAIL ADDIIIESS PHONC: Litt.NS£ NO. 4 ENGINEE,t MAIL A.00111£55 PHON( LICE.NS£ NO, 5 LI.ND~JI ""4AIL AODIIIE55 IIIIIANCH 6 USE 0,. ■UILDING 7 • j //, ~; / / /_; ,I ,I □NEW " 0 ADDITION 0 ALTERATION 0 REPAIR □MOVE 0 REMOVE 8 Class of work: 9 Describe work: ~--5 ✓3d'/U11 _/ ~ Adv j.:zµfi --en /<od dAA'l,,.q <1~ -., 10 Change of use from u Jf Change of use to ~ c11 i~ j ,K, /,,,, .,.l~C>~tCJ( v ---'• 11 Valuation of work: S PLAN CHECK FEE PERMIT FEE I• T , -~ ., I~ ,, ,·~· .. --L-' , SPECIAL CONDITIONS ~ Type ofu " Occupancy 1 ;1 Const. Group Division - Size of Bldg.,(.c;n, No. of / Max (Total) Sq. F . I Stories ;/ 0cc. Load Fire ' 1 Use R Fire Sprinklers APPLICATION ACCEPTED BY PLANS CHECo<EO BY APPROVE O (OR ISSUANCE BY Zone Zone Required □Yes .E)No y No. of OFFSTRE! T PARKIN'V'f PACES: Dwelling Units/ Covered? I ~I'll') Uncovered ""' NOTICE Special Approvals Required~ Received Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB• ZONING ING, HEATING, VENTILATING OR AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FIRE DEPT. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. OTHER (Specify) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. IIG!iATUfl[ Or CONTflACTOfl Ofl AUTHD"IZ~O AGCNT (DATE) 51GNATUR[ Or OWNER Cl,. OWN[fll: IUILOUt) DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O CASH PERMIT VALIDATION M.O CASH INSPECTOR :z 0 INSPECTION RECO RD 73-~/ DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL 3-f.-)'/ tfJ t<!. l;t;~~L,, USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 9-19-73 Fein. For ms Pour: O.K. B. Nelson 10-4-73 Baaf nai ling : 0 .K B Ne J:s:a o 10-15-73 Frame• a K B NE ]s on 10-24-73 Drywall and lath: O.K, B. Nelson - PLUMBING PERMIT APPLICATION Permit No. ,., • _ '/ City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only. JOB ADDA ISS l/~ ·,.-' :2ti3 I i1 ,-~ • A,, I' ~ - LOT NO. I BLK I TftACT L[GAL I Qsu ATTACHED SH<<Tl 1 DlSCft. MAIL AODltUIS 11• PHONE. OWNC" 2 J. ~ u,lln I J,L_ ,!, .,,. ' ;.-,I, i '"), COHT"ACTOfl I -MAIL A00flll:SS lOHt .. 7~~;. ,1 l.lCENSI: NO, 3 I I~:~ I ·. i -> ...• 'I:',{}; J ------; l I , , ,,,,.,,.,J (' I AlltCHITECT OR O[SIONCJII -. I MAIL ADDRESS PHONE LICENSE NO. 4 [NGIN[E:R MAIL ADDfU.SS PHONE LICE.HSI NO. 5 I LINDI.Pl MAIL AODPIISS lflANCH 6 use o, BUILDINC. 7 8 Class of work: (;J NEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES No. Type of Fixture or Item SPECIAL CONDITIONS: 7), WATER CLOSET (TOILET) "j BATHTUB . LAVATORY (WASH BASIN) -, SHOWER I KITCHEN SINK & OISP. I DISHWASHER AP9LICATION ACCEPTED av PLANS CHE CKE O av APPROVED FOIi ISSUA"ICE BV ; LAUNDRY TRAY ~/,,'/ g? J CLOTHES WASHER J WATER HEATER NOTICE URINAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-DRINKING FOUNTAIN TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FLOOR-SINK OR DRAIN CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-SLOP SINK MENCED. J GAS SYSTEMS: NO, OUTLETS _,, I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. WATER PIPING &. TREATING EQUIP. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE VACUUM BREAKERS PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. LAWN SPRINKLER SYSTEM ' SEWER CESSPOOL • • ( V "- ,_ 1//J IIJ SEPTIC TANK & PIT SIGNATUtU. o,-CONTttACTO" Ott AUTHOfUZl£D AGENT . (DATE) PERMIT SIGN.A.TL JU' 0,-OWNER 1,-OWN£" 9UILDE"' DATE) TOTAL FEE WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. INSPECTOR ,I $ $ $ • 0 Ii•""._ ~ 0 Z Ill ~I• ► 0 0 :z 0 ll, rn .. .. I . _,,, ,: IJ' 1... , 1;.- :t -I~ l- Fee --- I ~ -,; ~ ~ -n , ,,I ll ~n I I IJ / ( ' . , It -J / ,, .. , .I I .I /I -' CASH ' 7 3., :)J,,&<f INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR 9-17-73 Rough ). O.K. B. Nelson ,. l n l c; 7~ ~~s 'T'pc,f-() K P. l\lal .,.~- 1 0-1 c; 7'~ Or>11rrh () K P. 1\lol c,,~- 10 lR 71 'T'nh () K P. 1\la 1 .,.~- USE SPACE BELOW FOR NOTES, FOL LOW-UP, ETC. 10-18-73 Corrections: Exterior lath. Drip screed not adequately fastened. Patch stucco kraft where broken. Stucco mesh to be stretched and fastened at bottom. Backing poper at tub to be over tub edge. Rat proof at mud sill wh ere drip screed is not tight to sill or foundation. ~-Nelson ) n l 1 ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only Phone 7 29-1181 Perm it No I / / Joa ADDI'!! £55 ~,,, ~ ,-;/(;,l, _//-//J LOT NO, _t] I OLK I TOCT t7. ( LEGAL I .Q Q:u:c ATTACHco SHElT) 1 DUCO, -, . .. _) I OWN£,. t-/. 11 LL:-o7h=: / 7 LADDrn,s1///✓-ZIP PHONE 2 I CONTfU,CTOPI I 1UJi?. MA IL AOOJIII: tSS PHONt LIC[N.S[ NO, STATE C ITY 3 3 ., 0 AJICHITEtT 0" DESIGN!" MAIL AOD,.£59 PHONE LICENSC NO, 4 I.NGINCE:" MAIL AODPIC55 PHONt LICENSE NO, 5 COMPENSATION INS C Ary'1cf tf//# MAIL AOOIJIIESS IIU,NCH 6 , , uac o,-BUILDING .(,;~/,r; k L-_a, L~<; 7 ,I~ .. 8 Class of work: 0 NEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES No. Each Fee SPECIAL CONDITIONS: ISSUANCE OF EACH PERMIT ;;, f?/2 . NEW CONSTRUCTION, FOR EACH APPLICATION ACCEPTEO av. PLANS CHECKEO BY APPROVl;O FqA ISSUANCE av AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER r--.,,. C/ V \ DATE -1)()• I '") NEW SERVICE ON EXISTING BLDG. NOTICE FOR EA. AMPERE OF INr.REASE IN MAIN SERVICE., SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-OR BREAKER ., _.. · \! TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A REMODEL, AL TERATIOii NO CHANGE PERIOD OF 120 DAY!> AT ANY TIME AFTER WORK IS COM MENCED. IN SERVICs_ FOR EA. mPERE" OF oo I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS lNCR'tArr s APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS ANO ORDINANCE!» GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT TEMP. SERVICE UP TO ANO INC LUO· PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TEMP. SERVICE OVER 200 AMP. PER 100 8IGNATU"& OP' CONTIIIIACTOR 01111 AUTHOfllZlD AGtNT (DATE) PERMIT FEE 7 ~ ••""'.,.6.TUll:lt DP' OWNUI II,. OWNEIIII 8UIL.0&JI) (OATEJ WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M,O, CASH INSPECTOR Project No. 69-11-13D -2-February 24, 1970 la Costa ~j,-Unit No. 4 · ,..,. Test Number 136 to 182, inclusive 183 184 to 186, inclusive 1~7 to i1 I~, Inclusive 219 to 232, Inclusive 233 to 237, inclusive Week Endir-g January 3, 1970 January 10, 1970 January 17, 1970 January 24, 1970 January 31, 1970 February 7, 1970 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent af the maximum dry den5ity or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe beari~ value of at least 2000 pounds per square foot for one foot wide continuous footir-gs founded at a minimum depth and placed five f-eet or more inside the top of compacted filled ground slopes. If footirgs are placed cl0&er to the expoied slopes tnan 5 f-eet in5ide the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizonlal to 1 vertical Ii ne projected outward and downward from a point 5 feet horizontally i"'ide the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfac- torily support one or two story wood ftcme d-llirgs designed for the recommended beorill:I value, without detrimental settlements. fn our report of the original investigation conducted at this subdivision, (Project No. 69-3-24BC dated May 22, 1969), -stated tnat some "expansive" soi Is existed on the site and if they were allo-d to remain i11 the upper 3 fe-et below finished grade some of the lots would require specially designed footil'Els and slabs. We further stated that these lots would be listed upon the completion of grodir-g. The lots where expa"'ive soils were observed to remain within the upper 3 feet, ore tabulated as follows: · Type A: Lot 287 Type B: Lo~-;~~, 273 and 274, 280 to 285, inclusive, 28~clusive: and 303 to 307, inclusive ·· 7 ~ It ls recommended that the followir-g special design pn,cautions be taken for the houses to be constrvcted an tne above-listed lots In order to minimize the eff-ect of the expansive soils: Type A Lots 1. Isolated interior pien should not be used. Continuous footlrgs should be used thr01.19hout, and these should be placed at a minimum depth of two feet below the lo-t adjacent exterior final ground surface. 2. Reinforce and interconnect continuously with ,teel bars all interior and exterior footlrgs with two #4 ban at 3 Inches above the bottom of all footirgs and two H4 ban placed 1 1/2 Inches below the top of the stems of the footl rgs. BENTON ENGINEERING, INC. La (oSl-a South Unit No. 4 •· • ..,..., • ..,._.., 6-"TI ,,, V ·. ... Type A Lots (Cont.) 3'.· Use raised wood floors that span bet-en continuous footirgs, or reinforce all concrete slabs with 6 x 6 -10/10 woven wire fabric and provide a minimum of 4 Inches of dean sand beneath all concrete slabs. Provide a moisture barrier 2 Inches below slabs under livirg areas. 4. Separate garage slabs from perimeter footirgs by 1/2 inch thickness of construc- tion felt or equivalent, to allow independent movement of garage slabs relative to perimeter foot! rgs. 5. Provide positive drainage away from al I perimeter footi rgs to a horizontal distance of at least 6 feet outside the house wal Is. Type B Lots rhose lots listed on page 2 as Type Blots should follow all the above-listed recommendations vith the two followirG exceptions: I. The continuous footlrgs may be placed at a minimum depth of 18 inches below the lo-st ad(acent exterior final ground surface rather than the two feet recommended for Type A lots. 2. Slrgle 114 bars placed as directed (above) near tops and bottoms of all interior and exterior footirgs moy be substituted for the two #4 bars recommended for Type A lots. ecommendations 3 to 5, inclusive, as listed for Type A lots, are applicoble to the Type B lots lso. ,e safe bear!~ value for footirgs on natural ground is 1795 pounds per square foot. !!Spectfully submitted, :NTON ENGINEERING, INC . . <:;;?0~ Philip H. Benton, Civil Erg i neer str: (4) Addressee (I) Rick ErglneerlllJ Company (2) San Diego County Buildlrg Inspection Vista Office (2) Rancho La Casto, Inc. Attention: Mr. Burton L. Kramer BENTON ENGINEERING. INC.