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Home My WebLink About2639 UNICORNIO ST; ; 77-6778; Permit-n I , G PERMIT APPLICATION. City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only Phone 7 29-1181 Perm It N 0 I Joe ADOR [SS ASSESSOR'S .:..f__; I f✓ ~, PARCEL NUMBER .J J '-"'' ii/IQ LOT NO. I ILK I T;4CT ✓-➔" r1,.-" BvvK PAGE I PAR. L<GAL I -I/. l,. tOsrc ATTACHED SHCtTI 1 oc•c•. --=t • (' -v OWN(,t ~"""' 't-..i MAIL AOORC55 l, c (1 z,. PHON[ 2 -' ~( ' '-/ I r -~ ')")\I\ ,,, ) 'S CON TftAC TOR MAIL AOORC;S ~v f PHON C STATE LIC, NO. CITY LIC, NO, 3 le-l'(' .. n ,, "~I ~., • t ( \-;,. ~-t} ARCtUTCCT OR DCSIGNC"-" MAIL ADDRESS .;;a ,1. .,, .• I PHONE LICt:NSC NO, 4 ' \ \. "-,.i !.NGIN CCR MAIL AOOIIIC5S PMONC LJCCNSC NO. 5 COMPENSATION IN\\C ARRI ER MAIL AOOIIIESS 8JU,NCH 6 ... --' -:I.: .., -. use OF BUILDING NO. BATHS \\ 7 NO. BDRMS 8 Class of work: ~NEW 0 ADDITION 0 ALTERATION 0 REPAIR □MOVE □ REMOVE _c~ -• I 9 Describe work: -5 f\-IJf 'N ....... (\ rl ./\ / /~ \\l~ ~,0 ~) 10 Change of use from /' \ / \' ~ \-\\<\ . \' \ -\ "-..,I 0' Change of use to -. t.., G-{, fl V .,_ ' /i.-R ·~I /!~ :!,.~ 11 Valuation of work: $ «-PLAN CHECK FEE$ PERMIT FEE s SPECIAL CONDITIONS: r .J MICRO FILM FEE Type of 'Iv Occupancy I Const. Group -· \, ,,.. S,ze of Bldg. i~l No. of I Ma><. (Total I Sq. Ft. Stories 0cc. Load Fire use , Fire Sprinklers APPLICATION ACCEPTED BY PLANS CHECKED BY APPAD"l/' ~A lrUANf E BY Zone --~ Zone Required DYes □No OAj/fj-,/, ~ No. of ! OFFSTREET PARKINGfiPACES: OATE Dwelling Units j No }-t.J.'j· J'INo. Co~ered Sq. Ft. Open NOTICE \ ' Special Approvals Required Received Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB• PLANNING DEPT. ING, HEATING, VENTILATING OR Al R CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF Fi RE DEPT. CONSTRUCTION O R 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 ENGINEERING DEPT. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS WATER DEPT. TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED H EREIN 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. SIGNATUIIIE o, CONTIIIACTOIII ON AUTHOIIIIZCD AGENT (DATE.) SIC'i,NATU .. £ o, OWNEIII It,. OWN[III IUILDtlll) lDATC) WHEN PROPERLY VALIDATED (IN THIS SPACEt THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M .O. TOTAL FEES$ INSPECTOR PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 <" Applicant to complete numbered spaces only Phone 729-1181 Permit No JOI AOOR E$S "'2.h39 U~ tCOtl ~ lO LOT NO. l'LK I ••ACT L [GAL I 1 ouc•. OWN[IIII MAIL AODIIICSS ... PHONC 2 G "A ,.., c::_ CON TfllAC TOf'I MAIL AOOIIIESS PHONE STATE LIC. NO. ;ls Li!°~ 3v" .... J\ u A, ~• o .b \)\\,,... 1n., aq Pl',\c. l\-I o.b~,J .. Sf~t 17t 7 'l. ¥b I 7 S AltCHITCCT OR 0£51GNCR \ MAIL ADORES$ PMONC LIC[NSC NO. 4 CNGIN[Eft MAIL AOOR£55 PMONC L ICENSE NO, 5 COMPENSATION (NS. CARRIER l\.4AIL AOOIIICSS 81':ANCH 6 use or BUILDING ' 7 \)w~\\ \ \\.~ \ 8 Class of work: □NEW □ ADDITION 0 AL TE RATION 0 REPAIR 9 Describe work: f \ \ ,)\\...._. "h •" .Q, ·I"> ' \ PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: '?;. WATER CLOSET (TOILET) $ C,c -I BATHTUB -, 4-LAVATORY (WASH BASIN) ~ .. • ~ ' SHOWER a, I -I KITCHEN SINK & DISP. ,. I DISHWASHER ..( r' 1(.. APPLICATION ACCEPTEO BV PLANS CHECKED BV APPROVED FO~ ISSUANCE. BY LAUNDRY TRAY I '?d I CLOTHES WASHER _,, "" ./ f. 5/1, DATE ' WATER HEATER .J t<' ,,. -NOTICE URINAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC· DRINK ING FOUNTAIN TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A FLOOR-SINK OR DRAIN PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-SLOP SINK MENCED. l GASSYSTEMS:NO.OUTLETS _J ,l ... 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 AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR HEREI N 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 I SEWER NUMBER CLEANOUTS ,; r , , CESSPOOL \-0 SEPTIC TANK & PIT \ ) u .. I\ \ ,..._,.. I ' I I 1 ( ROOF DRAINS 51¢NA•T'\JIIU. o,-CON TRAC TO,-OR AUTHO"U:~0 AGCNT ' (CATE) $ -I"'/ ISSUANCE FEE SI GNAT ,ts-0" OWHEIII {Ir OWNCIII BUILDER) OAT[) TOTAL FEES $ -:z~ /',,. WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT - PLAN CHECK VALIDATION CK. M .O. CASH PERMIT VALIDATION CK. M.O. CASH --- INSPECTOR .. ELECTRICAL PERMIT APPLICATION Applicant to complete numbered spaces only City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 Permit No 77,..(? -p JOI ADOIII ESS ' :;,/ I _,/p // ...,...:. ~ -~l l , I . LOT NO. ,, Im I TOACT LlGAL I ' ,□sr.c ATTACHED SHEET) 1 DUCII. .: OWN£" ~-;rk~ MAIL ADOIIIICSS ., . PHONE 2 r • /,'(J I!"" I • ,J, ~ .._ )tt.,yf A.. CONT,.ACTOIII . M AIL A0O111£SS PHONt LICENSE. NO, STATE CITY 3 .~t~ )_ ~ __ 'D 5 fttA.A,1. .. <;s,KJ AR:CHIT[CT 0111 OltSIGNl.111 MAIL AODiJIESS PHONC L ICENSE NO, 4 ENGIN[Cllt MAIL ADD" [SS PHONE LIClNSC NO, 5 COMPENSATION INS CARRIER MAIL AOOIIIIESS IIIIAMCH 6 . USC OF' aUILDING -- 7 8 Class of work: □NEW 0 ADDITION 0 AL TE RATION 0 REPAIR 9 Describe work: :;.1.e-..... ~ .µ-~,- ..,$: ~ PERMIT FEES I '" No. Each Fee SPECIAL CONDITIONS: ·-:;. ·-ISSUANCE OF EACH PERMIT - : _, ~ , . NEW CONSTRUCTION, FOR EACH """LICATION ACCEPTEO 9Y: PLANS CHECKED BY APPRO\IEO FOR ISSUANCE ev AMPERES OF MAIN SERVICE, SWITCH, I IP;,) ...-,.e"" 1, FUSE OR BREAKER ... .,..-' "" I J J I NEW SERVICE ON EXISTING BLDG. ' DATE FOR EA. AMPERE OF INr.REASE NOTICE 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, ALTERATION, NO CHANGE PERIOD OF 120 DAY~ AT ANY TIME AFTER WORK IS COM MENCEO. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS INCREASE 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 INCLUD-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. 1r~~ .Jr . . .1•----· ~ TEMP. SERVICE OVER 200 AMP. PER 100 ~ .J ~ . SIONA.TURI. o, CONT"ACTOft O" AUTHO"IZlD AOEMT (DATIEI PERMIT FEE . , .......... o, nww.:" ,,. OWNl:111 aUILDll'l lDATE .. WHEN PROPERLY VALIDATED IIN THIS SPACEI THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR • MECHANICAL PERMIT APPLICAl:IQN!.! -:--:C.llHr,. • City of CARLSBAD, CALIFORNIA 92008 "--, • 7 t ,ii Applicant to complete numbered spaces only Phone 7 29-1181 Permit No 7 -/007. . JOB AOOflt [55 '..-, 2639 • Unicornio :i-L OT NO, I OLK I T•ACT LCUL I "'' ~ tOsct AlTACMto sHttT) 1 ouc•. ~ / --..... OWNllllt MAIL AOO!ltCSS ZIP PHONE !-'{_I'S?~,.} 2 SQJROCK CONST. co . 187S rena Blvd. s~u Dteeo ca\ COfr\lTIIIACTOllt ""-MAIL AODA[SS PHONE STATE LIC. NO. CITY ~IC, NO, • ,F4 ~ •. --__ W>.11/ lC-2 2081 l~ 3 ~ffl.-rn, .. -• . .s.~~~COND~::.CtL951Q...,~•fdon_. C9i.a-__.. ._..-,~ AfllCH1TtCT 01111: DESIGNtJII MAIL. ADOllll:ES S PHONE ' L ICENSE NO, 4 EHGINt.UI MAIL AOOflltSS PHONE L IC CN St NO, 5 LlNOtflt '\\ ,~ MAIL ADDIIIIESS BRANCH 6 (~ USC 0,. BUILDING - 7 Besd •••••• . 8 Class of work: ~EW 0 ADDITION 0 ALTERATION 0 REPAIR ,,; j •' 9 Describe work: 100 Bro F°"8d Air ~itlg •••. " ' Type of Fuel: Oil D Nat. Gas F~ LPG. D • PERMIT F ES SPECIAL CONDITIONS: -No. Tv,a of Equipment Fee .. w.· • • Air Cond. Ul'fits-1-LP.ta. .1:. '1::-"""--;;-$ " t Refrigeration Units-W'}>. Ea . ~; ~ ..,., .., Boilers-H.P. Ea. CJ,.!.,,/ ~-. Gas Fired A.C. Units-Tonnage e.,,..._ --· I _ .... .. Forced Air Systems-B.T .U. --~-~ .,.., APPLICATION ACCEPTED BY PLANS CHECl<ED BY APPROVED FOR ISSUANCE BY Gravity Systems-B.T.U . M Ea. Floor Furnaces-B.T.U. M Wall Heater~-B.T .U . M NOTICE Unit He&ters-B.T.U. M THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-Evaporative Coolers r TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS,OR IF Clothes Dryers CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT MENCED. ANY TIME AFTER WORK IS COM-Ventilation Fan Range Hood I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Air Handling Unit-C .F.M. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED I nci neratDr HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TD GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. -. -·-g-7-=-·777~-.;;._~ -------" . h ·-, -I.,., , f .A SIG.__,., r11. VP CO,NACT0'4 0111 AUTHO .. IZ.10 AGENT (DA.Tl.) . -- ISSUANCE FEE s ~ . .:..-- ., Tll"r OP' OWN"" ,,. OWNEIII au1LDlfl 10ATCl TOTAL l'EES s A --WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT v• •VV PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. r-0-CASH INSPECTOR TIME:. ______ _ REQUEST FOR INSPECTION INSPECT0R, ___ -----'r:J__~......,."'------PERMIT NQ,, _______ DATE:_,+-~~-_0-=~-'if __ _ OWNER,_~~~...,.,·~~~~..:!:------------------------ ADDRESS c2t3<7 ~ J □ REINFORCING STEEL 0 MASONRY □ GROUT -GUN I TE 0 FLOOR AND CEILING FRAME □ SHEATHING □ FRAME 0 EXTERIOR LATH □ INSULATION 0 INTERIOR LATH OR DRYWALL FINAL PLUMBING □ UNDERGROUND PLUMBING 0 UNDERGROUND WATER □ ROUGH PLUMBING 0 TOP OUT PLUMBING □ SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY D A.M. D P.M. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC □ POOL BONDING 0 ELECTRIC SERVICE □ CEILING HEAT 0 G.F.1. □ PLENUM AND DUCTS □ COMBUSTION AIR □ PATIO 0 SIGN □ GRADING □ DRIVEWAY □ CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL D WEDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS ~-~ -~~~,-~-~~- REQUESTED BY ~ PHONE NO . ../.3t:P-~LU PERSON TAKING REPORT ✓t?d-: 7 1 " ...... _ :: # ------~ ---- .... , ' ,. ' ,,_,..1, uf • .,:i,\JI •~ \I,., ... \ \ , ... A \, '-, .".V.; .• _,,,.~. ·•v,,\..,,:-~•;. , ,v,,; ·:\ .\ . .1~ :•..:1•~·.1· . \ .. )~ .,;~,/\. \._,; \•. :, .. ~\.~).\,; ..... ~-(\.:_.: ~~,~~--:~~-'-.. ~: ... )'-::-~,;·~ . ' ' •• .• .... 6_\ io'A,. j,.'> A ·.::: < ~ ~ ~ ~ ~ ~ ~ ~~ ~ « ~ ~ j ~ 1 -<--::: ~ ~ ~ <~ ~ <g /, "' ~ ~ .,.-: '-._ -1.,,.-; ! A ..... • I ij -~:-#" ... ·""" . ~ tt•, ~-' •• T ~ ,• ~ ~-(\ ' ,, • t ' ' ' f ' ' • ..... )' ♦ ~ ~ ·+-~ .r\) ... r 1-... v '-.,j 5 I nr t3e~ "~·: . ) ... I ~ ;; I ..... ~ .. i; -\ -~ .. t~ -~ ., .• H➔ '• ' •• ' ·, ' ; l •· 1 • • 1 .,-..!'..,,.,! -~ ~ .. · .... ,,.. --f-~ ~ ,. ~ .. ...,.. '~~:-~~ ·/,, .,.. .... ,. ,.J. 'f"": i .·""'"' -,.-, -~ '.,;-~ ~ _, h ~ L:~ t .. ~ ::., t~~ .. ..----\ ! .i • j ..... ;.:, \ This Certificate issued pursuant to the requirements of. Section 306 ', ,' of the Uniform Building Code certifies that at the time of issuance this structure complies with app!i-cable ordinances of the City regulating building construction use. Use Clossificotio., Single Family Dwelling Bldg. Permit No. 77-6778 Group ______ Type Construdion V-N Fire Zor.e 3 Use Zone R-1 I-J Occupant Load ____________________________________ _ Owner of Bui ldin~ .Robert Evans ·Address 7714 Lucia Ct .• Locali:yCarlsbad, CA . 92908 .. -...... / ;;..',. :>-~ ~ / ~ p, ~ ~ ?> ~ » ~ ~ ~ .... ~ t> » ~ ~ ~ ~ .. ;':> Building Address '.'2639 . Unicornio St. > ,.. 1 (\ By / _..-.t::::\ . I /"\ ~v:> •" l -;?- -----------------1 • ••• 11' ]19781 ______________________ Dote n ;May ,I • ' r .,,.--No Te: Alterations, c.hoo;es, additions or changes of tceupgncr nullifies this certificate; (Post in conspicuous ,:,{oc,) .• "',.... " -J.....,,, ... __, \ .,· _J .,. \'\.. / • ; l ~ 1, /~1 ! ~ \ , ) ., w· .. ..: .,, ,J '-'J _,,,,.-.,,, ~ P!;"..'.::CT~~ !}!JILD:;~::; ,:u\::, i·:OUS:N3 6-r. --••r "" • .. CORRECTION LIST CITY OF CARLSBAD BUILDING DEPARTMENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN *WARNING: PLAN CHECK FEES: Where no action is taken by the applicant in 120 days, and no building permit is issued, all plan check fees are forfeited to the city. Job Address :},{p:Jq ~ >'16wner ~ ,4{; '-'-J_<?.m:J# J. Contractor: _________________ Engineer _______________ _ Occupancy Type of Construction _____ _ Valuation _____ _ Basic allowable bldg. area IRED PLANS 1. Plot Plan 6. Structural Details 2. Foundation Plan 7. Elevation Plans hFloor Plan 8. Roof Plan Jk'General Framing_____ ....Q.. Inde~ Sheet 5. Foundation Det-ails ---U,~ ~ TO THE APPLICANT A. Correct Plans where corrections has been circled. Flag Corrections. B. Incomplete, Indefinite or Faded Drawings or Calcu- lations not acceptable. C. Required Engineer's or Surveyor's Calculations or Plans shall be signed in ink. D. Reverse Plans may not be used. Provide correct Plot Plan, Foundation Plan, Floor Plan and Elevations. E. The approval of plans and specifications does not permit the violation of any section of the Building Code ·or other City, County or State Law. GENERAL 1. Submit fully dimensioned Plot Plan, drawn to scale, including all easements on property. 2. Show all existing and proposed buildings on Plot Plan. 3. Show correct legal description on Plan. @show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures, Trees, etc. 5. Correct Lot Dimensions. 2nd Floor _________ _ 4th Floor _________ _ , -~e 1rom grade to bottom of floor joists and girders. 25. Show pier size, spacing and depth, into undisturbed soil. Show girder size, spacing and direction. Show all conditions of soils report on plans. Show positive drainage away from footings on site plan. 5" fall in 6 feet. 29. Specify minimum 18;' x 24" access opening. 30. Where expansive soils exi~t, planters adjacent to found- ations are not recommended. 31. Specify underfloor ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening within 3' of each corner. 32. Step footings when slope exceeds 1: 10. FRAJvlING ..]). Provide typical framing details. 34. Specify all lumber grades. 35. Specify fire blocking at floor, ceiling cove and mid- height of walls over 10' in height. 36. Show diagonal bracing at each corner and every 25 feet of wall. 37. Clarify bracing of ________ wall. 38. Show size, direction and spacing of floor joists in ____________ __,,re overspanned. 39. Double floor joists or ____________ _ beam under parallel partitions. 40. Specify header size for openings over 4'. Show double headers on edge. 41. Insufficient beam size at 6. Show existing and finish contour lines. "-'survey ei Lot £S6ft1it1.id. ~ fo/4 ~- ,r. Indicate all grading to be done. 42. Provide rafter ties where ceiling joists and rafters are not ,parallel. 4' O.C. 43. Indicate rafter size, span, spacing and direction. 9. Indicate Elevations of Garage Floor, and Street and Driveway. 10. Indicate Centerline and Edge Profile of Driveway. 11. Slope of driveway not to exceed 15%. d. @Indicate flow lines for disposal of surface water./% 13. La Costa appr'1afrequired. 13aSan Diego County Health Dept. approval required. 13bShow all requirements for handicapped. U .B.C. Section 1711. 13cL.C.W .D. sewer~ipt required. 13dCoastal approval letter required. 14. Carry ______ water from ________ _ under sidewalk through curb into street with cast iron pipe. 15. Provide engineering calculations for _______ _ ~rovide engineer's moisture report. 17. Grading permit required. 18. Fire Dept. approval required. 19. Specify concrete mix @ 2000 P.S.I. minimum. 20. Dimension footing sizes and clearance from grade. 21. Show depth of footings below natural or undisturbed grade. 22. Indicate pressure treated foundation still, or equal. 23. Show foundation bolt size, spacing and penetration into concrete. ½" 17" for masonry. 44. Show purlins on edge and indicate size. Same size as rafters minimum. 45. Brace roof framing to partitions. 46. Indicate solid sheathing and 2 x 6 or 3 x 4 studs on first floor of three story construction. 47. Show section through ____________ _ 48. Show planter box details and water proofing, Sec. 2517C7. 51. Provide typical chimney details. 52. Specify 2" minimum clearance between chimney and framing. 53. Specify post protection when bearing on concrete. 54. Provide parapet details. 56. Specify inspection class, ____________ _ required for ________________ _ 58. Provide drip screed 2" below mud sill. 59. Indicate how required structural and fire res1st1ve integrity will be maintained. Where penetration will be made for electrical, mechanical, plumbing and communications conduits, pipes and similar systems. Section 301 D. 60. Clarify dimensions at ____________ _ ~ Show window type, sizes and locations.'1.-_ _ _ ,'2 ~ _ ~Light and/or ventilation inadequate in~ (1/10 floor area -12 square feet min. except bath- room). *NOTE IN MARGIN WHERE CORRECTIONS HAVE BEEN MADE • t .. 63. Provide. ______ vertical clearance and ___ _ horizontal clearance from range top to combustibles. 64. Indicate attic scuttle (22" x 30" min.) 65. Provide draft separation for attic area in excess of 2500 sq. ft. 66. Separate area between dropped ceiling and floor above to 1000 sq. ft. max. 67. Specify stall shower min. width 30" minimum floor area 900 sq. inches. 68. Specify wall finish in shower area not to be adversely affected by moisture to 6' above the floor, and provide shatterproof doors. 69. Water closet area minimum width to be 30". 70. Show material to be used under tile. 71. Openings closer than ____________ _ to property line shall be of ____ hour construction. 72. Show ___________ ceiling height. 73. Show lateral cross bracing at garage plate line. 74. Show bedroom window as exit, section 1304. ELEVAD,QNS •75. Indicate attic ventilati4er section 3205 (c). 76. Show all eave overhangs a:1~nstruction details. 77. Dimension chimney hei~ above roof. • (2'0" above roof withing 10'0"). 78. Indicate finish and natural grade to property line. 79. Show exterior wall finishes. 80. Indicate 15# felt or equal on exterior walls. ROOF 81. Note roof pitch. 82. Indicate roofing material length & weather exposure wood shingles. ow type, size and spacing of roof sheathing. re retardant roof required due to location in __ _ fire zone. GARAGES ~arages n~;,mitted t? ot1',en into sleeping room. ~rovide 'l1i: T~ ':t separation on all walls and ceilings adjacent to living quarters. 88. Specify, __________ ~indow opening from garage/carport into ___________ _ STAIRWAYS AND EXITS 90. Provide handrails as required in Sectio 92. Provide _____ hour walls for stairw 93. Indicate _______ maximum • e and minimum run on _______ stair. 95. Provide balcony railing at 42" inimum height. 36" O.K. for single family units. 96. Provide intermediate rail @ 9" O.C. or equivalent for open type balcony stair rails. 97. Indicate 6' 6" mini um headroom clearance above 98. Show stairway c 100. Occupant loa.., ______ require.,_ ____ exits from __ ....,,. _____ _ 101. Provide 102. Show 330 over stairways and public corridors. ange in floor level at doors l" max. Sec. 102aS w handrail extending 6" beyond the top & bottom 1sers & terminating in a post or safety terminal Sec. 3305 (i). PLUMBING 103. Indicate location of""t11ater heater. 104. Show temperature aae-pressure relief valves on water heaters with discharge lines to outside. Sec. 1007. 105. Water heater not to be located in bathroom or under stairway or landing. 106. Provide ____ square inches of ventilation at top and bottom of water heater. ~how water heater on 18 inch platform. ~rovide water pressure regulator. Section 1007 (B). (16-Y ~ ~ /J~ ~ 4.A_ 110. Indicate material to be used and location of sewer line. (If V.C.P. use flexible compression joints only.) 111. Show two way clean out in yard box with 5' of build- ing. ELECTRICAL 112. Provide minimum 100 Amp. service. Condos require 100 Amp. panel for each unit. 113. Show meter and panel location. l 13aShow fire warnings ~s centered over stairs. Section 1310. MECHANICAL 114. Indicate furnace size, locations & registers and return air. (Size) 115. Indicate heating equipment in accordance with chapter 7 of Uniform Housing Code. 116. Specify heating, air conditioning and ventilating equipment. Installations to comply with the uniform mechanical code. A. Access B. Location C. Combustion Air D. Venting E. Return Air F. Ducts G. Ladder & Light H. Engineer's Cales for Roof Loads 117. Indicate location & type of fire dampers. ELECTRIC 1975 N.E.C. 1. Ground-fault protection required for outdoor and bathroom receptacles 210-8. 2_. At least one receptical shall be installed outdoors and garages. 210-25b @orrect electric as show 4. Underground service i ed. w on plans. MISCELL 1. Bored holes and n as per Section 518, (F), 10, a.tion requirements: ,. .,c Show 6" insulation in ceiling. (R-19)~ Show 1 x block for insulation stop at7\rents. ~ 1 >r.. Show 4" insulation in walls (R-11) ~ Show exterior doors weatherstriped. E. Place the following note on plans: These plans comply with the requirements of the California noise insulation standards. SIGNED _____________ _ DATE ______________ _ TITLE ______________ _ 4. F. Show details of party wall and floor system and S.T.C. or I.C .C. rating of each. n and date plans. THE FOREGOING C RECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER -OR HIS AUTHORIZED AGENT ... t f ,-{k' /y,J ---3 I (, 1 l) ":JI v -8VIJ -&'(/1) //pl) -t4, f'b 7 r ~ • \ I ' • INTERDEPARTMENTAL INFORMATION SHEET • PLANNING DEPARTMENT 'UNITS ALLOWED / UNITS . -------'------I --z PARKING SPACES REQUIRED PROVIDED 'l__ ----------____ ..;._ ______ _ PROVIDED f-% COVERAGE ALLOWED BUILDING HEIGHT ALLOWED ------> -------p ROVIDED ( JZ ---+-------- FRONT SETBACK: SIDE SETBACK: REAR SETBACK: ALLOWED I u PROVIDED ___ 7 __ )<C.-.L.1 __ ~ INTRUSIONS __ ~ __ ! __ ✓_,~ LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: OK TO ISSUE DATE 5,/~g ENGINEERING DEPARTMENT R_. o. w. Gkcsr: INDUSTRIAL wAsrE AJ/,(. IMPROVEMENTS 6.k1sT , SEWER CONNECTION C, C?4.J/:) DRIVEWAY LOCATIONS Og' ,?Dtµ f'~~T J?cf!(D GRADING PERMIT 1ke EAsEMENTs AJcawe DRAINAGE/~;#.~ S-<.>4~ LEGAL DESCRIPTI'oNC:..,-t::: 96Z, L., c7. ~~~$ ~-~ ADDITIONAL COMMENTS >~ ,.c~ ~ et~s -z:a,v J'l/~:te YQ ✓ .,,._ ~ • 5' ~1'1_ FIRE DEPARTMENT SPRiliKLING SYSTEM ___________ FIRE PRO TECTION EQUIP. _______ _ FIRE ALARMS EXITS _______________ _ FIRE HYDRANTS LOCATION I' ------------------ t ADD IT ION AL COMMENTS WATER DEPARTMENT REQUIREMENTS OF APPR ./ BENTON ENGINEERING, INC. APPLIEO SOIL MECHANICS -FOUNOATIONS 6717 CONVOY COURT SAN OIEGO. CALIFORNIA 92111 PHILIP HENKING BENTON l"f1&:a1ocNT • CIVIL IENGINKS:R July 28, 1977 Schrock, Inc . 1865 Morena Boul evard San Di ego, California 92110 Subje ct: G entlemen: Project No. 77-5-5D Moisture Contents in Subgrade Soils Lot 528 of La Costa South Unit No. 7 and Lot 462 of La Costa Meadows Unit No. 3 Carlsbad, California TELEl'H0NE \ 71,4) 96!5-191511 This is to report the results of tests to dete rmine the moisture contents of the soils in the upper three feet below finished grade in the proposed building areas at the subject sites in Carlsbad, California. The soil sampl es were obtained on July 27, 1977 and the results of the moisture determinations are presented as follows: Lot N o . 528 528 462 462 Approximate Location of Samples Westerly portion of proposed building area Easterly portion of proposed building area Northeasterly portion of proposed building area Southwesterly portion of proposed building area Depth of Sampl e Moisture Be low Existing Content Grade in Feet % dry wt 1.0 2 1.1 2.0 14.9 3.0 17.3 1.0 21.4 2.0 19.5 3.0 14.9 1.0 13.2 2.0 18. 9 3.0 14.5 1.0 22. 1 2.0 16.6 3.0 15.0 Project No. 77-5-5D Shrock, Inc. -2-July 28, 1977 It is concluded frooi the fie ld observations of the various soil types and the final results of the moisture determinations that the soils in the upper three feet be low finished grade at the locations sampled have been sufficiently moiste ned to minimize the pote ntial expansion of the soils as re cooimc nded in our reports under Proj e ct No. 69-12-8D, dated August 10, 1970 and Proj e ct No. 71-7-17D, dated Octobe r 19, 1972. Respectfully submitted, BENTON ENGINEER ING, INC. By R~ ~ R .C. Remer Reviewed by~ S. H. Shu, Civil Engineer R . C . E. No. 19913 Distr: (2) Addressee (1) City of Carlsbad, Building Deportment Attention: Mr. Ray Green BENTON ENGINEERING, INC, BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6741 EL CAJON BOULEVARO SAN DIEGO, CALIFORNIA 92115 PHIL.IP HENK ING BENTON P RESIDENT • C IVIL ENGINCCft October 19, 1972 La Costa Land Company Costa Del Mar Rood Rancho Lo Costa, Coltfornia 92008 Subject: Gentlemen: Project No. 71-7-17D Grading Permit No. L-5930 Final Report on Compacted Fil led Ground And Classification of Soil Conditions Lots 413 to 584, inclusive A'"id Certain Street Areas La Costa Meadows Unit No. 3 '/ '; --:; ·-carlsbaJ, CalTfornia --- SAN DIF.GO. 583,565'1 LA MESA, 469,5654 This is to report the results of teshi and observations made in order 1·0 inspect !·he compaction of fill ed grc,vnd placed on certain areas of La Co:-ta Meadows Unit No. 3 in Carlsbad, Coliforr.ia , forme rly a part of the County of San Diego. The fills were placed during the period between July 15, 1971 and july 20, 1972. The£Jpproximate areas and depths of filled ground placed under our inspection in accoidancc with the approved specifications are shown on the attached Drawing No. 1, entitled "Location 'of Compacted Filled Ground." The grading plan used for the placement of filled ground was prepared by.Rick Engineering Company ond approved March 15, 1971. The approximate locations at which the tests were taken and the fina l ~est results are presented on pages T-1 to T-26, inclusive, under the ''Table of Tes.t Resu lts. 11 The laboratory determina- tions of the maximum dry densities and optimum moisture contents of the major fill materials ora prosented on pages T-27 and T-·28, under the "Laboratory Test Resu I ts." Some of ~he maximum dry densities shown in the "Table of Test Results" were combinations of these. The t·ests were taken during the. weekly periods indicated below: • Test Number Week Ending l to 4, inclusive July 17, 1971 5 to 21, inclusive July 24, 1971 22 to 35, inclusive August 7, 1971 36 to 6~, incllrsive August 14, 1971 64 to 113, inclusive August 21, 1971 114 to 153, inclusive August 28, 1971 154 to 218, tnclustve September 4, 1971 219 to 275, tnclustve September 11, 1971 276 to 318, inclustve September 18, 1971 319 to 360, tnclustve September 25, 1971 Project No. 71-7-17D .:.2-October 19, 1972 La Costa Land Company Test Number Week Ending 361 to 404, inclusive October 2, 1971 405 to 456, inclusive October 9, 1971 ,' 457 to 507, inclusive Octobe r 16, 1971 508 to 538, inclusive October 30, 1971 539 to 570, inclusive November 6, 1971 571 to 621, inclusive Novembe r 13, 1971 622 to 675, inclusive November 20, 1971. 676 to 701, inc lusive Novembor 27, 1971 702 to 771, inclus ive Decem~er 4, 1971 772 to 835, inclusive December 11, 1971 836 to 905, inclusive December 18, 1971 906 to 924, inc.lusive December 25, 1971 925 to 930, inclusive July 15, 1972 931 to 935, inclusive July 22, 1972 The final results of tests and observations indicate t·hat the compacted filled groun~ has been p laced at 90 percent of the maximum dry density or greater. It has been determined that the fi II materials, compacted to 90 percent of t·he ma ximum dry density, hove a safe bearing value of 1930 pounds per square foot fo r one foot wide continuous footing!\ founded at a minimum depth and pl aced five feet or mo re inside the top of compacted fill ed ground slopes. If footings arc placed closer to the e~pose d slopes !hon 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a l 1/2 horizontal to l vertical I ine projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Test's indicate that the compacted filled ground is adequate to satisfactorily support the proposed wood frame dwe lli ngs without detrimenta l settlement's. Expansive clay, silty clay, and sandy clay soils were placed in the upper three feet in certain compacted fi ll areas and a lso exist in the upper three feet below fi nished grade in certain c~t • areas. The final classifications orthe soil conditions ex isting on each lot are presented as follows: Type A -Critically Expansive Soils Lots µ'1.. '7 413 to.430, inclusive 432 to 435, inclusive 437 to 441, inclusive 446 to 450, inclusive r 452 to 454, inclusive _i ~ 2 459 tel466, inclusive 7" 470 to 487, Inclusive 489 to 510, inclusive / 512 to 527, Inclusive BENTON ENGINEERING, INC. Lots 531 to 534, inclusive 536 to 540, inclusive 543 to 552, inclusive 554,556,557,558 563, 564, 570, 574 575, 576 578 to 581, Inclusive 584 ~, ... ' ' '.:, r . . Project No. 71-7-17D La Costa Land Company -3-October 19, 1972 Trpe B -Marginally [xpansive Soils Lots Lots ,. 431 and 436 528, 529, 530, 535 542,555,560,565 566, 568, 569, 571 512 and 573 442 to 445 • usive 45 455 to 459-elusive 467 to , inclusive 488, 511 Type C -Nonexponstve Soils Lots 541 I 553 f 559 I 561 I 562 567, 577, 582, and 583 It is recommended that the fol lowing special design and precautions be taken for the houses to be constructed on the above lots in order to minimize the possible damaging effects due to differential movements of the potentially expansive soils: Type A Lots 1. Avoid the use of isolated interior plers.--Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of two feet be low the lowest adiacent exterior final ground surface. 2. Reinforce and interconnect conHnuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the botl'om of the 1 footings and one #5 bar placed 1 1/2 inches below the top of the stems .,..----- 5. of the footings. Exercise every effort to a1Sure that the moisture content of the soils in the upper 18 inches below finished grade is 1 percent to 3 percent greater than optimum at the tfme of placing foundations and slabs. Raised wooden floors that span between continuous footings are best, or use concrete slabs with at least 6x6 •10/10 welded wire reinforcement and o • minimum of 4 Inches of crushed rock 3/4 to 1 inch in size beneath all _7 concrete slabs. A moisture barrier should be provided over the crushed rock and this should be covered with 2 inches of sand below concrete slabs. I Separate garage slabs from perimeter footings by a 1/2 inch thickness of construdion felt or equivalent, to al low independent movement of garage slabs relative to perimeter footings. Assure compl"to separation by extending the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. BENTON ENGINEERING, INC. ProJcd i'1o. 71-7--17D La Costa Land Company -4-October 19, 1972 /:~· 6. . ·-. Provide positive drainage away from all perimeter footings with a 1-.,, /'vertical fall of at least 6 inches-In a horizontal distance of 5 to ·----·· 6 feet outside the house walls. SI-lo (A,) ·o JII S-ff~ P LA-N </ /)tr,"114.s ~ Type B Lots Those lot-s I isted as Type B lots should follow c.11 the above-listed recommendations wtth 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 TyTJ0 A lots. 2. Single #4 bar placed as direcl·e d (above) near tops and botto~ of all interio;· and exterior footings may be substituted for the 115 bars recommended for Type A lots. Recommendations 3 t·o 6, inclusive, as listed for the Type A lots, are also applicable to the Type B lots. Only none>:pansive soil condil"ions were observed in the upper three feet on the Type C lots and thc1 efore specially designed footings and slabs will not be required on these lots. Respeci-ful ly submitted, BENTON ENGINl:ER!NG, INC. By ft:? ~e- R. C . Remer ·-. Dis tr: (4) (1) {l) (2) (2) (2) Addresseo Rancho Lo Costa, Inc. Attention: Mr. Burton L. Kramer Rick Engineering Company San Diego County Building Inspection, Vista Office Department of County Engineer (1) Attention: lv\r. H. M. Taylor (1) Attention: Mr. Joe Sovella City of Carlsbad Department of Building Inspection DENTON ENGINEERING. INC. RC R/PHB/ ew· Own er's Nam e : LEUCADIA COUNTY WATER DISTRI CT APPLICATION FOR SEWER SERVICE Robert Evans ------------------------ Mailing Address: 7714 Lucia Ct ----------------------- Car 1 s bad, CA 92008 ~ervice Addre ss: 2639 Unicornio Street Tr~ct Description: La Costa Meadows Unit # 3 Lot 462 Phone No. 436-4118 Type of Building: --'S"-1'""'· n..,,_g"-'1"-=e""-'-F-=a=m'"'"i ..... 1 ~Y----No • Uni ts Connection Charge $600 00 Lateral Size: 4" 6" 8" Saddle: Extra footage: Extra depth: ____ @ $ __ _ Easement Connection ____ @ $ __ _ Amount Rec'd$ 600.00 How Paid ck#2309 ~~~~-----Date Paid 6/23/77 Rec'd by S. Deibert --- Lateral Charge Total $600 00 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_ f roin the main collection line in the street (or easement) to the point in the street (a t or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant>. is responsible for the construction, at the applicant,s expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANr. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION I S DESIRED . ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED, After connection is complete , the property described above is subject to a monthly sewer service charge, billed bi-monthly in adva nce. The rate will be governed by the use of the property, single family, multiple dwelling or commercial .. Non-payment of the sewer s ervice charge is subj ect to a 5% penalty per month, plus disconnec tion if necessary. The the that the above information given is correct and agrees to 6/23/77 7529 Date Account No.