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Home My WebLink About2727 LLAMA CT; ; 77-4601; PermitMOOEL,NO. _________ _ • A BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicanttocompletenumberedspacesonly Phone 729-1181 Permit No 7"7,-'/6 {) { JOB ADDA tS S ASSESSOR'S l.1A1.}. ,J ...__A" PARCEL NUMBER L.OT NO, I OL• I 'TRACT Bv...,K PAGE I PAR, L <GAL I t0 St£ ATTACHED SH[[TI 1 OCSCJlt, ,\ / /I' NJ ~--1.b 114 ... __ OWN[R MAIL AOOACSS ti. . . PHONE 2 .J,~fi., L _, e_fL ~-.:./, .. -s "-_!J >/7 CONTJIACTOIII MAIL AODAESS -P!10N C ; : t,'£ STATE LIC, NO,_ CITY LIC, NO. 3 ) ... ,·, t. cl , ~'f.lJl'" r.>,~ JA<tJ J . ---1 ---AACHITCCT OA OCSICN[A MA.IL AOOACSS , PHON C ....... LICCNSC NO. , 4 ----1tJiL -~ ,,., .... Lt JJ.AJ? --c ~ ~ [NC IN EE fill MAIL AOOA[SS PHONE LICE.NS[ NO. 5 COMPENSATION INS. CARRIER MAIL. AOOJIE.SS DIIIANCH 6 r . ~ . ,, use o, 9JILOING - 7 . NO. BDRM$ NO. BATH,S ._ -- 8 Class of work: 0 NEW 0 ADDITION 0 ALTERATION 0 REPAIR 0 MOVE □ REMOVE { JI ;:-J )\ 9 Describe work: I ~~ {· ~tr~~~ :... nn 0~ /' I\ I vn,/ A /f rfr.~v f 1 10 Change of use from ~~c:r~ r19 fY \1 ':i/ ,'(\,... I Pl ."ir ~ 1-?" IV V 11 ' Change of use to . I 11 Valuation of work: $ f'o/~ 2 /t). t)"V Jh~ -!.. J ., ---PLAN CHECK FEE S PERMIT FEE s SPECIAL CONDITIONS: MICRO FILM FEE Type Of I lu· Occupancy --Const Group I ' ,J s,ze of Bldg, J...4o ,C No. Of '2...--Max. (Total) Sq, F Stories 0cc. Load n . Fire use Fire Sprinklers APPLICA TIO~ ACCEPTED ev PLANS CHECKED BY APPROVE O FOR ISSj./ANCE 'y Zone ~ Zone ' ; Required 0Yes 0 N o I N9. of -OFFSTREET PARKING SPACES: DAT'E • 'lrli l >o,we11,ng Units i No. 11~0. DATE Covered Sq. Ft. C r oon NOTICE I I Special Approvals Required Received Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB-PLANNING DEPT. ING. HEATING, VENTILATING OR AIR CONDITIONING. HEAL TH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- T ION AUTHORIZED IS NOT COMMENCED WITHIN 120 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 CERT IFY THA-T I HAVE READ AND EXAMINED THIS ENGINEERING DEPT. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER DEPT. TYPE OF W~~LL BE COMPLIED WITH WHETHER SPECIFIED HEREIN O , 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. - J,' SIGNATURE o, CONTRACTOIIII 0 ,. AU THO,-IZ.ED AGE.NT I 1DATC I 51GNAT11,-c 011' OWNCIII Ill' OWNC1' IIIUILOC!lt) (OATC) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M .O. CASH TOTAL FEES $ ___ I __ ·_/ ___ _ INSPECTOR INSPECTION RECORD DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK Tf RI F( w CONCA FRAMII INT. Lt EXT. L MAS0I\ FINAL USE SPA --- REQUEST TIME:. __ _..f-"'h~- 1 -d-s-,:t: INSPESJ:0.R owNER ___________ ~!,",r~~~(l~~c..~~~~~~~da~~-~i""6:r~llllll!!r'~-------- ADDREss __ ~~---7~,_=-7__.___.....E.,._---=..:Q..==--_,,...:..,r...:..~_;:=Ch=;___--------- BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT · GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION OR DRYWALL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST READY FOR INSPECTION: ~ONDAY x.;..M. D P.M. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING D DRIVEWAY D TUESDAY □WEDNESDAY D THURSDAY D FRIDAY ( ~f ~oA \/2J1/· L1 SPECIAL INSTRUCTIONS __________ -+--i---"'['---..,;.;--+--------'--'~------- ( 1 \ ,_ REQUESTED BY £?; 4 1 [ ~ONE NO. ,:--.... .. :': PERSON TAKING REPORT □-~ ._, -- 0 PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only Permit No 7 7 t/~t' :;)_ Joe AOOLII r..ss 1-----·7_~_"?:._l __:l~t.=.:....A.:....l_l\.:..;,A,.:...._'-~•,,_!.·-.---{_-/ti_i}_,_-_,_-=-=.,,.,-=----------------·--'...;..'•--•"-,'-:--=.,.'--'---'.,..,,...;.....;...,..,r,:.;..=•.:.;..;:''"--"-i", 1 ;~=~~-I LOT ~3 . I BLK I T~~CT l.s.iA ,f/;cAO.>~ l6v,j It 4 ·'P ~cP7 OWN[" ?IP PHONE 2 COH TRAC T6 .. MAIL A00 .. £SS •~ONE ) "f,,}Ol5 -L-te£NSC"N0,....._ STATE CI TY 3 sr. U.J-1 ( 4 AACHITtCT Olllt OE.SI GNl.fl! ----6. l:no,c MAIL ADDRESS L~O .... £NGIN CCR MAIL A00 .. £SS PHONE LICCNSt NO. 5 COMPENSATION (NS. CARRIER 8"ANCH 6 IJSC o,-■UIL01NG 7 . J=}v.1. . 1,l .,• 8 Class of work: 9 NEW 0 ADDITION □ALTERATION 0 REPAIR q Describe work: PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS. WATER CLOSET (TOILET) $ BATHTUB I LAVATORY (WASH BASIN) , SHOWER / KITCHEN SINK & OISP. 1:: / DISHWASHER ' ,~ •PPLIC•TION ACCEPTED BY PLANS CHECo<ED BY / ::::;1): ;;,:;,i~=-',--+--=~:...:~:..~:..T T-:-:-;-~v_Ew_:-~-:-:-:_R _____________ -+_:.._+' .I . ~ I _;,") NOTICE I f' f . ) URINAL THIS PERMIT BECOMES NULL AND VOID IF WORK OA cof,isT1iuc-1----+-D_R_I_N_K_I_N_G_F_O_U_N_T_A_I_N __________ -+-~I--~ TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF 1-----+-F_L_O_O_R_S_I_N_K_O_R_D_R_A_I_N----------+---+---i CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-SLOP SINK MENCED / GAS SYSTEMS: NO. OUTLETS I HEREBY CERT IFY THAT I HAVE READ AND EXAMINED THIS / ;O APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER PIPING a. TREATING EQUIP. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS ;!;1~i1lt oio'~J6f.1\~rEGCROAMrfT~~g ~VHA w::lRT~1~l 66~~1F~6~ WASTE INTERCEPTOR :~6t~~6N\0o~'.:JyAol{.i19tJ-IXT~~)Fni~~TLEL~~ ~~8E!i.TT::t! VACUUM BREAKERS CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. LAWN SPRINKLER SYSTEM .I SEWER CESSPOOL SEPTIC TANK & PIT ROO F DRAINS / (OATI:) PERMIT '1'-NAT ,tr 0 1' OWNl ,. IP' OWHl.1111 avlL OC .. DAT[) TOTAL FEE S .?,~ 00 WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR o .. ) ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 , / App/icanttocompfetenumberedspacesonfy Phone 729-1181 Permit No 7 7-,'tr J JO■ ADD" IE.SS .. LI. Al~A t" (. ... , LOT NO. I 8LK I TOA:T Qscr: ATTACHt.0 SH~ET) LlGAL I l..lr!J::lJ.J.J.. 1 ouc~. w,J._?'5 J.JA ~ ) 7;., 7 OWNUII MAIL AOD .. ISS c/,_, 21 p PHONE 2 V..o~ J1v 17J2tr-11J 1~--., ::L.JOiFl kl-lZ11 .. ~ CON Tfl!AC TCV' MAIL ADO .. lSS C , PHONl .. 9,Joilf (~-L:U Ho.--su~ CITY 3 M /l(Ji..,0 /..1v, . s;_ .r.,j,' __ v,£v,.:-____ .'lv# 1-/2//~ ; ._ ... _ ~ AIIIICHITI.CT DIil Dl51GNI" MAIL AOO,itlSS a~ ~HONE -1.,,:.c;,u~ 4 ~-,.CooK.. ~,. ,·lo. .7.~ .0::-,...... ·-_,/,-,,.,,.. ·--' -, . _,,.__ -IHGINI.Cfll MAIL ADD" ES5 PHONE LIC[NSE. NO, 5 COMPENSATION INS CARRIER ,,.u,u .. ADo"i.ss ■IIIANCH 6 ~ J-.. ---. -vac o, ■UILDIHG . / -7 FJ\) . . J .,:,r· -, 8 Class of work: .GI NEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES No. Eacti Fee SPECIAL CONDITIONS : ISSUANCE OF EACH PERMIT 1 ...... ;;~ ,,. NEW CONSTRUCTION, FOR EACH A"LICATION ACCE,TED ev 'LANS CHECKED IY APPROVED FOR ISSUANCE BY AMPERES OF MAIN SERVICE, SWITCH , 100 ~--;/. FUSE OR BREAKER ;;J:J ~o OAT!Vln: 1116:h - ~EW SERVICE ON EXISTING BLDG. ~ NOTICE II • FOR EA. AMPERE OF INGREASE 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 MENCED. 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 AND CORRECT ALL PROVISIONS OF LAWS ANO ORDINANCE~ GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIF IED 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 I S' ~ PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, / fXt&:?~ (p}~., TEMP. SERVICE OVER 200 AMP. PER 100 ·----•1•NATUIH OP' COHTf'IAC'fOi. o~,uTHO,i1z~o AGU•T / 10 .. ,.,, . ]1 <..Jd-,/ PERMll FEE 'N a1~nuTUIU: OP' OWNC"I (IP' OWNlfll aUILOIIUI DATE. WHEN PROPEFILY 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 ~ • • At l. r Applicant to complete numbered spaces only. City of CARLSBAD, CALIFORNIA 92008 ' Phone 729-1181 Permit No. 77-t~&/ JOB ADDRESS ~ .,,. ., ... C: ~4 __ .....__ LOT NO. ARCHITECT OR DESIGNER 4 ENGINEER 5 COMPENSATION INS CARRIE,i s P3c !.f!c ::, • ,~-..-_,.A..,... .. USE or BUILDING 7 : Oti!clC? 8 Clau of work: (%NEW 0 ADDITION 9 Describe work: MAIL A.DORESS MAIL ADDRESS MAIL ADDRESS ,.. ••• 0 ALTERATION 0 REPAIR PHONE LICENSE NO. PHONE LICENSE NO. BRANCH PERMIT FEES SPECIAL CONDITIONS: SWIMMING POOL WIRING, 1---------------------------t NO INCREASE IN SERVICE Al'f'LICATION ACCEPTEO av 'LANS CHECKED BY APPROVED FOR ISSUANCE BY ATE NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC· TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM MENCED. I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS 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 PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER NEW SERVICE ON EXISTING BLOG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD· ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 No. Each • C!JY LJ,C J.1"1-... Fee o. SIGNATURE or CONTRACTOR OR AUTHORIZE!;) AO/.~T (DATE) ~t:, t,.___, /J £~ /-,?,F7/ 1--------------+--+---+---:=f--2::l {/ ISSUANCE FEE I OWNER BUI DER DATE TOTAL FEES WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR MECHANICAL PERMIT APPLICATION_~·!·im• ~ ,-o«~ City of CARLSBAD, CALIFORNIA 92008 · 0 Applicanttocompletenumberedspacesonly. Phone 729-1181 Permit No. /7 ~ 7> S JOI AOOII CSS LOT HO. 1 ~~=~~. OWNt.llJ 2 CON TIIIAC TOflt 3 4 5 LEN DUI 6 7 8 Class of work : 9 Describe work: @:NEW 0 ADDITION 0 ALTERATION 0 REPAIR Type of Fuel tOsrc ATTACHIO SMCtT) I 011 0 Nat. Gas PERMIT LPG. 0 7 ---------~-----SPECIAL CONDITIONS No. Type of Equipment APPLICATION ACCEPTEO BY PLANS CHECKEO BY APPROVED FOR ISSUANCE BY NOTICE THIS PERMIT ~ECOMES NULL ,No VOID IF WORK OR CONSTRUC• TION AUTHOR~ZED IS NOT C0t,.1MENCED WITHIN 120DAYS,OR IF CONSTRUCTIO OR WORK IS !llJSPENDED OR ABANDONED FOR A PERIOD OF 1 0 DAYS AT ANY TIME AFIER WORK IS COM MENCED. . I HEREBY CE.RTIFY THAT I HAVE READ ANO EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED ~ifJI~~E0 fo NG~~·E 1~ETHGlR~~J1~i 5'roL~f'l~1~A~I~R ~s~ PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONS'tRUCTION. I SIGNA~l or CONT"ACTO" O" AUTH0 .. 11(: AGlNT .u---r ,<: .... . .,, DATI Air Cond. Un,ts H.P. Ea. Refrigeration Units -H.P Ea. Boilers H P. Ea Forced Air Systems B T.U. Grc111ity Systems-8.T.U. Fl or Furnaces-8.T.U. Wall Heaters.-8.T.U. Unit He&ters -8.T.U. Evaporat,ve Coolers Clothes Dryers Ventilation Fan ~ Range Hood Air Handling Unit ncinerator WHEN ,ROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. INSPECTOR M Ea. M M M ISSUANCE FEE TOTAL FEES M.O. Fee $ s s CASH - INSPECTION REPORTS t----~-~ ~--- DATE ITEM REMARKS INSPECTOR -1-- ---->-- --- USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. • MECHANICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 Permit No JOB ADDllt cs• - -,. 7 -7 l./.A/A ,d <-)'_ L)ll?c.s~ r:, ._ I - LOT NO. ,•m I T"ACT L[GAL I I . (a;,A 1./.f)Y],JIIJS ~JEE. A TTAC:MED SH[CTI '-1 ouc". ~2~ .. /.) ,,.-,.. ,♦ 'i ,I ~p /$(&,] OWN[JI I MAIL ADOJltCS5 * ZI p 7:;;:0a11.1J 2 J I I I 1S. .d,,,£>2~} lte:tt C°~ I .t· _:.· -, ,,1~ l6h JllJx JtJJ1 I CONTIIIAr.lrO• MAIL AOOltCSS , -PHO~£ -!'TAT!!'.,.._~_. CITY LIC, NO, 3 /IO'l{}(..O IJ..<. 7??C:;JF:1 S,ll n ~ -:v;::, iJt_;/ '17oJS ,2,,.,, f; I. I -, . 7 ·-,i .,, AJICH TlCT o• OCSIGNlJI MAIL AODIIICSS . PHONE LICCNS[ NO. 4 t, . f"":_, 1,i, fooG.. -l/e._)llli! ~ /(::>'72.. f~ ..) ~ .• i"i '--·· -.::(./1 ,, vi?. _.-( . -"-' CNGINtl'I MAIL AODIIU.SS PMONt LICCNSt NO, 5 1._c-..,0..c..•--MAIL AOOlltCSS 9'11ANCH 6 , ,,,.#'c ,J " .-1-.,0/ 6 ~?· ;J •• _L,/-d vat or eu11 •. 01NG V Y'Slr? I' --- 7 --✓~ -/JJ1,; ,~ '--1 :,t.,c.--c .0 NEW I 0 ALTERATION 0 REPAIR B Class of work: 0 ADDITION 9 Describe work: Type of Fuel Oil D Nat. Gas D LPG. D PERMIT FEES SPECIAL CONDITIONS. No. Type of Equipment Fee Air Cond. Units H.P. Ea $ Refrigeration Units-H P Ea, Boilers H.P. Ea. Gas Fired AC. Units-Tonnage Ea. I Forced Air Systems BTU. /,.,,_,, M Ea. .;;;> QC APntCATION ACCEPTED BY PLANS CHECKED BY APPROVE O FOR ISSUAl'jCE BY Gravity Systems-B.T.U . M Ea . . J/ lltJt i II ; ,. Floor Furnaces-B.T .U. M _.,. Wall Heater~ B.T.U. M NOTICE ( y,, I',.: ' I Unit Heaters B.T .U. M THIS PERMIT BECOMES NULL AND VOID IF WORK~ cc;NSTRUC-Evaporative Coolers TION AUTHORIZED IS NOT COMMENCED WITHIN 1 DAYS.OR IF ( Clothes Dryers 7 Uc:, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-I Ventilation Fan ~ CJO MENCED. I Range Hood A-Oo 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 Incinerator 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. (_ ~ I I ~ / h1 SIGNATUfllt OP' CONTflACTOllt Ofl ,\#THOfttllED AGENT 'IOATtr ISSUANCE FEE s I' ".'\ .,,...,. .Tl fllr o, OWHlt.llt IP' OWN[fll •ult..0[1111: (OATI:) TOTAL FEES s ' ,., C C'.\ WHEN l'ROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR .. .. 77-143 CORRECTION LIST (7 14) 729-1181 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 forf._eije~o-the-c-ity. ...u tire>-T l, ~ 3 ;()t.melfd~~-, Job Address: :21~] d.1/J,/rno... CJ. Owner _____ ~ ______ _ Contractor: ________________ Engineer ______________ _ Occupancy Type of Construction _____ _ Valuation _____ _ Basic allowable bldg. area Allow,&!?.,, Due to __ ~ __ " ________ _ REQUIRED PLANS 1. Plot Plan 6. Structural Details 2. Foundation Plan 7. Elevation Plans 3. Floor Plan 8. Roof Plan 4. General Framing 9. Index Sheet 5. Foundation Details 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. 4. Show all Off Site Improvemen~riveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Struc res, Trees, etc. 5. rrect Lot Dimensions. Show existing and finish cont?&ur li~s.O t 8 Y -• T#~~ r 7. S e f Lot required. nt"YKO Vl'b IV\ • .......... •. 'Jr'. ate all grading to be done. 1 t-1 . p-.t.oo( ndicate Elevations of Garage Floor {and Street and Driveway. 10. Indicate Centerline and Edge Profile of Driveway. 11. Slope of driveway not to exceed 15%. 12. Indicate flow lines for disposal of surface water. 13. La Costa approval required. 13 n Diego County Health Dept. approval required. 1 h all requirements for handicapped. U.B.C. tion 1711. ~, ......... _,,.W .D. sewer receipt required. astal appr~er required. . Carry ______ water from ________ _ ~nder_ sidewalk through cuzb into s with cast iron pipe. 15. Provide engineerin~ __ _ ovide engineer's moisture report. rading permit required. 18. Fire Dept. approval required. 19 S ify concrete mix @ 2000 P.S.I. minimum. ension footing sizes and clearance from grade. w depth of footings below natural or undisturbed grade. IJ.,4. ~ ~ ~ • 22. Indicate pressure treated fo~ndaffo~ stili', or equal. 23. Show foundation bolt size, spacing and penetration into concrete. ½" x 17" for masonry. 2nd Floor _________ _ 4th Floor _________ _ . 26. Show girder size , spacing and direction. ~ all conditions of soils report on plans. ~S~ow positive drainage away from footings on site plan. 511 fall in 6 feet. 29. Specify minimum 18;' x 24" access opening. 30. Where expansive soils exist, 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. FRAMING 33. 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 ~ a~v~rspanned. ~ 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 42. Provide rafter ties where ceiling joists and rafters are not parallel. 4 ' O.C . 43. Indicate rafter size, span, spacing and direction. 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. 4 7. Show section through ____________ _ 48. Show planter box details and water proofing, Sec. 2517 C7. 51. Provide typical chimney details. 52. Specify 2 11 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 211 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. I **NnTE IN MARGIN WHERE CORRECTIONS HAVE BEEN MADE I • • 63. Provide ______ ver:tical 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. Separ e area between dropped ceiling and floor above to O sq. ft. max. ecify stall shower min. width 30" minimum floor area 900 sq. inches. Specify wall finish in shower area not to be adversely affected by moisture to 6' above the floor, and provide shatterproof doors. 1N DD WS 8 y TtA-/3,5 6 . Water c oset 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. ELEVATIONS 75. Indicate attic ventilation per section 3205 (c). 76. Show all eave overhangs and construction details. 77. Dimension chimney height 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 dicate roofing mater~ weather exposure on wood shingles. 83. Show type, size and spacing of roof sheathing. 84. Fire retardant roof required due to location in __ _ fire zone. GARAGES not,~m];itted to open into sleeping room. ~~ • separation on all walls and ceilings adjacent to living quarters. 88. Specify: __________ door/window opening .from garage/carport into ___________ _ STAIRWAYS AND EXITS 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 . panel for each unit. 113. S meter and panel location. how fire warnings systems centered over stairs. Section 1310. 114. Indicaj_0ur air. (~e) 115. Indicate h ~~~Wl,l~l'!"cl Access Location 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. cl-fault protection required for outdoor and ~om receptacles 210-8. (l!!!JAt. least one receptical shall be installed outdoors and s. 210-25b 1. Bored holes and notching, show deta"ils as per Section 2 , (F), 10, 11. rovide Sq. Ft. ar,Sils of the following : Living JU m 8 ~ t/,fJ I Garage SJQ Porches, _________ ,,,"----------- 90. Provide handrails as required in Section 3305 (i). ~"1)::G,jfMt:I', 92. Provide _____ hour walls for stairwell. / 7 93. Indicate _______ maximum rise and minimum run on _______ stair. 95. Provide balcony railing at 42" minimum height. 36" O.K. for single family units. 96. Provide intermediate rails @ 9" O.C. or equivalent for open type balcony & stair rails. 97. Indicate 6' 6" minimum headroom clearance above ______ stairway. 98. Show stairway construction details. 100. Occupant load _____ require.,_ ____ exits from ________ _ 101. Provide lights over stairways and public corridors. l~-~-change in floor level at doors l " max. Sec. {f!Jfshow handrai1 w:re.idiog 6 11 bcyomi ~I a ,e" ii \uuew · terminaf · a ost or safet terminal Sec. 305 (i). , stairway or landing. 106. Provide ____ square inches of ventilation at top and bottom of water heater. 107. Show water heater on 18 inch platform. 108. Provide water pressure regulator. Section 1007 (B). v u ation requirements: Show 6" insulation in ceiling. (R-19) l f)l!"N'il P-)' Show 1 x block for insulation stop at vents. C. Show 4" insulation in walls (R-11) D. 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 ______________ _ F. Show details of party wall and floor system and S.T.C. or I.C.C. rating of each. 4. Have d-::;;{!__n and date plans. CHECKE _ ---,,11-•-/_,,~·?__,7 ____ _ (DATE) RECHECKED. ____________ _ (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER -OR HIS AUTHORIZED AGENT J • • ... INTERDEPARTMENTAL INFORMATION SHEET RECEIVED BUILDING DEPARTMENT BUILDING ADORES S : ;;2_ 7 d.7 DATE : __ ___;_:_:M..:....:.A!...:....R ..c.:...2 ...,..l_,_1:><..!97-L-7 ¥/-a:,,,,,,__,,_ {!~ CITY OF CARLSBAD Building Department PLANNING DEPARTMENT ZONE J/ /-~,W)LOT J ...... -1-. 71' s I z E _ _..;;l ....... {--'-rf'-=#_]::=--=--D..._-_L o T WI n TH __ "--n ____ _ UNITS ALLOWED / UNITS PROVIDED / ------------------------ PARKING SPACES REQUIRED Z PROVIDED ___ ~-+-------- % covERAGE ALLOWED ✓D 70 PROVIDED ----~-'-'-("""-::--'--1-1:r------;i BUIL~ING HEIGHT ALLOWED _::i~ PROVIDED r1f FRONT SETBACK: ALLOWED l{,, PROVIDED 7() W> Vv..:_ INTRUSIONS SIDE SETBACK: 1, b LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENT AL PROTECTION REQ: ADDITIONAL OK TO ISS REAR SETBACK: /, I '-'- ENGINEERI NG DEPARTMENT -s~--LCWO -u /1 /')-1 &,() ...-I w~cf!Jt'I..-9uc.tvo , /''1 R.O.W. EX'IS>1, INDUSTRIAL WASTE NA IMPROVEMENTS E)(\'=>11~&- SEWER CONNECTION LC()J O DRIVEWAY LOCATIONS .p/t.u Pl=(-2.M-fT ~~' GRADING PERMIT _______ EASEMENTS t.)o,se DRAINAGE 9DorCQ LEGAL DESCRIPTION ~~~:? /Vl;f/[!O<J5 /J, 4:, 1,/,'f ,,., J¾,/ ADDITIONAL COMMENTS_O \;~~tr> J:)Q _(? $:f. OK TO ISSUE:~ DATE v(1z l11 PWI@? OK TO FINAL l1/ DATE~~ FIRE DEPARTMENT SPRI~KLING SYSTEM ___________ FIRE PROTECTION EQUIP. ______ _ FIRE ALARNS EXITS _______________ _ FIRE HYDRANTS LOCATION _________________ _ ADDITIONAL COMMENTS DATE OK TO FINAL DATE 0!(. TO ISSUE: ----------------------- WA TER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE _______ _ ... /tZ1 4 ·c~r . . . .. • John B. Fox•P.E. David J. Newton June 14, 1977 SDE 77-701 SAN DIEGUITO ENGINEERING AVENIDA DE ACACIAS P.O. BOX 2004 RANCHO SANTA FE, CA 92067 756-1861 Kern and Herold, Inc. 722 Genevieve Street, Suite H Solana Beach, California 92075 SUBJECT, Gentlemen: CIVIL ENGINEERING PLANNING SURVEYING SOIL TESTING In accordance with your request, we have performed an investiga- tion of the soil conditions at the subject site. The investiga~- tion performed from May 14 to 18, 1977, was intended to determine the expansive characteristics of the prevailing foundation soils on the lots and to provide the required information for site pre- paration and foundation design. We herewith submit a report of this investigation. If you have any questions regarding this report, please do not hesitate to contact this office, Respectfully submitted, ( SAN\ DIEGUilr EN~~NEERING, ~~~ INC., ohn B. Fox, RCE 26525 JN/kln CCI (4) submitted • REPORT OF SOIL INVESTIGATION Lot No. 24, La Costa Meadows Unit No. l, Lot 512, La Costa Meadows Unit No. J, Lot 623, La Costa Meadows Unit No. 4, La Costa, California. This report, presents the results of our investigation of the soil conditions on the subject lots. The investigation was per- formed from May 14 to 18, 1977 and was intended to determine the expansive characteristics of the prevailing foundation soils on the lots and to provide information for site preparation and foundation design. The scope of the investigation consisted of the following, 1. Investigation of surface and subsurface conditions at the site by our engineering personnel. 2, Subsurface exploration of the lots in hand-excavated test pits. J. Sample, inspect and test representative foundation soils. 4. Engineering analysis. 5. Report preparation. Proposed Construction It is our understanding .nat two-story wood-frame residential structures with concrete slab-on-grade construction are planned for the lots. It is further understood that no grading will be required to develope the sites • .IL.. Subsurface Exploration Subsurface soil conditions on each lot were explored in test pits excavated by hand at the approximate locations indicated on the attached Plate No. l, SDE 77-701 June 14, 1977 Page Two Logs of the pits were recorded during excavation and are pre- sented on the attached Plate No's 2 and 3, Soils were visually classified according to the Unified Soil Classification System illustrated in simplified form on the attached chart. General Site and Soil Conditions The subject lots were previously graded under the supervision of Benton Engineering, Inc, as evidenced by review of the follow- ing applicable reports, Lot 24 Lot 512 "Interim Report on Compaction Filled Ground & Classification of Soil Conditions", dated October 12, 1971, Project No, 70-l028D, "Interim Report on Compacted Filled Ground & Classification of Soil Conditions", dated October 19, 1972, Project No, 7l-7-l7D, "Final Report on Compacted Filled Ground Arid Classification of Soil Conditions", dated September 10, 1973, Proj.ect No. 7l-3-24D, Foundation soils encountered in the exploratory pits dug on the lots consisted of silty sands to sandy clay on Lot 24, silty to clayey sands on Lot 512 and silty sands with some clay on Lot 623. Review of the above referenced reports indicate the soils under- lying the above lots are classified Type A (critically expansive), Expansion tests were performed on samples of representatives founda- tions soils obtained from each of the subject lots. The results of the tests are presented below. LOT LOT EXPANSION RELATIVE EXPAN- NO, NATURE POTENTIAL (~l SION POTENTIAL 24 cut/fill 8,9 high 512 cut/fill 5,8 moderate 623 fill 2,7 low SDE 77-701 June 14, 1977 Page three IV, Recommendations The existing foundation soils on Lots 24, 512 and 62J are of low to high expansion potential and the recommendations for expansive soil conditions by Benton Engineering, Inc., presented in a follow- ing portion of this report and in the reports cited above, should be incorporated into site preparation and foundation design, Al- ternative provisions for footings and sand blankets beneath floor slabs, based on the results of expansion testing by our firm, are presented below. Minimum Footing Depth, Lots 24 and 512 All footings for the proposed structures should be founded a minimum depth of 18 inches below lowest adjacent finish grade, Footing widths should be determined in accordance with current building code disign criteria and should be a minimum of 12 inches. Footing Reinforcement, Lot 24 Both exterior perimeter and interior continuous footings for the proposed structure should be reinforced with two No, 4 bars posi- tioned J inches clear above the bottom of the footings and two No, 4 bars positioned 1 inch clear below finish floor, Footing Reinforcement I Lot 512 • As above except reinforcement should consist of one No, 4 bar near the top and one No, 4 bar near the bottom of the proposed footings. Expansion test reults indicate the expansive potential of the pre- vailing foundation soils is low and special footing depth or rein--forcement provisions for expansive soil conditions will not be re- quired, The foundation soils should be throuroughly moistened and ' . SDE 77-701 June 14, 1977 Page four maintained in a moist to wet condition immediately prior to the placement of concrete thereon. Sand Blanket beneath Floor Slabs, Lot 512 (iii) A four inch thick blanket of free-draining sand sandwiching an impermeable (plastic) membrane placed beneath proposed concrete floor slabs should be adequate in lieu of four inches of 3/4 to l inch size crushed rock overlain by a two inch thick sand blan- ket, BENTON ENGINEERING, INC. RECOIVJMENDATIONS TYPE A LOTS ( 24 1 512 & 623) l, "Avoid the use of isolated interior piers, Use continu- ous interconnected reinforced footings throughout, and place these at a minimum depth of two feet below the low- est adjacent exterior final ground surface." 2, "Reinforce and interconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom of the footings and one #5 bar placed l½ inches below the top of the stems of the foot- ings." ), A, Lot 241 "Exercise every effort to assure that the soil under the foundations and slabs has a uniform moisture content, l percent to 3 percent greater than optimum throughout the top 3 feet below finished grade at the time of placing foundations and slabs," B, Lot 512: "Exercise every effort to assure that the moisture content of the soils in the upper 18 inches be- low finish grade isl percent to 3 percent greater than optimum at the time of placing foundations and slabs." 4. A. Lot 24: "Use raised wooden floors that span between continuous footings, or use all concrete slabs with 6x6- 10/10 welded wire fabric and provide a minimum of 4 inch- es of clean sand beneath all concrete slabs, A moisture barrier should be provided in the sand layer 2 inches be- low slabs under living areas," SDE 77-701 June 14, 1977 Page five B. Lot 512 & 6231 Raised wooden floors that span between continuous footin&s are best, or use concrete slabs with at least 6x6 -10/10 welded wire reinforcement and a mini- mum of 4 inches of crushed rock 3/4 to 1 inch in size be- neath all concrete slabs, A moisture barrier should be pro- vided over the crushed rock and this should be covered with 2 inches of sand below concrete slabs, 5, "Separate garage slabs from perimerter footings by a½ inch thickness of construction felt or equivalent, to allow in- dependent movement of garage slabs relative to perimeter footings, Assure complete separation by extending the felt over the full depth of the front thickened edge of the garage slab, Also, cut off the garage door stops at least½ inch above the slab," 6, "Provide positive drainage away from all perimeter footings with a vertical fall of at least 6 inches in a horizontal distance of 5 to 6 feet outside the house walls," The drain- age gradient requirement for Lot 623 is "a vertical fall of at least 5 inches in a horizontal distance of 5 feet out- side the house walls," Provisions to provide positive drainage. away from the struc- tures on the subject lots and maintenance of the drainage provisions in good working order on a continuing basis are essential. V, Laboratory Tests Expansion tests were performed on soils from Lots 24 and 512 by allowing the air-dried samples, remolded to the natural dry den- sity, to swell against a surcharge of 150 psf when brought into contact with water, The soils from Lot 623 were remolded to 90 percent of the maximum dry density (A,S,T.M, 1557-70), airdried and tested as described above, VI, Field Tests Field in-place density tests were performed on Lots 24 and 512 according to A,S.T,M, Test Method D-1556-64. The results of the tests are indicated on the pit logs, -------------·-··-·•-··-- 7Rj P-z 0 f"<.I 0 41 t'osrA .,ME/ICOWS VNIT ,Hf}. 4- oP-1 p..z • 0 ;!oTS-/Z. .t'.A rAf,;A /l'fFAl»WS t,,N/T B LE6€ND: 0 /llj'.ftlj>f f!f:1f"l"N FKpt<JIUl,VI!!'/ • ,4,P,P,eox ln-/JMCE. PEA/$1,-Y 7E~ .c oe"" rlt>N 0 Class Descri tion D M ML Light yellow, Moist to Wet Sandy Silt l ------ CL Dark Brown Humid Stiff Sandy Clay 2 Yellow Silty Sand 104.6 23.0 LOT 24 PIT NO, 2 ...... e-, ..:i C D ..:i ... --CL Dark Brown Wet Sandy Clay ::c: e-, p.,, SM Yellow Silty Sand ..:i A 2 CL Red Brown Stiff Sandy Clay LOT 512 PIT NO. l 0 Class Descri tion D M M Red Orange l silty Sand lOJ.6 19.8 Gray Green Clayey Sandy Silt :,; ML ...... e-, ..:i LOT 512 ..:i ... --PIT NO. 2 ::c: e-, p.,, ..:i 0 Class Descri tion D M A Red Orange Silty Sand l Gray Green Clayey Sandy Silt --2 Red Orange silty Sand ML Gray Green Clayey Sandy Silt SDE 77-701 PLATE NO. 2 ..... e-, r,.i r,.i i,,., .....,. g:; ~ 0 l 2 #. J 0 l 2 SAMPLE NO Cla SM SM C s Lot 62J @ lt-J "'-'V ,..: Vtwj , PIT NO, l Brown to Tan Silty Sand Tan-to Pale Green Silty Sand Dark Brown Sandy Clay LOT 62J PIT NO, 2 Brown to Tan silty sand Tan to Pale Green silty Sand LEGEND iii a Sample Location D a In-place Density (psf) M a In-place Moisture Content(%) LABORATORY COMPACTION TEST (ASTM 1557-70) OPTIMUM MOISTURE CONTENT (%) 11.5 MAXIMUM DRY DENSITY (pcf) 119.5 SDE 77-701 PLATE NO. J Owner's Name: LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Andrew Keelerman ------------------------ Mailing Address: 722 Genevieve, Suite H Phone No. 481-8118 Solana Beach 92075 {Keern and Herold) ATTEN: C. Sollazzo Service Address: 2727 Llama Court Tr~ct Description: La Costa South Unit #7 Lot 623 Type of Building: Single Family No, Units --'--------------Connection Charge $600.00 Lateral Size: 4" __ 6" 8" Saddle: Easement Connection Extra footage: ____ @ $ __ _ --- Extra depth: ____ @ $ __ _ C _J, 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_ 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 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 APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIR.Er 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 advance. The rate will be governed by the use of the property, single family, multiple dwelling or commercial •. Non-payment of the sewer service charge is subject to a 5% penalty per month, plus disconnection if necessary. that the above information given is correct and agrees to 5/25/7 6785 Owner' Date Account No.