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Home My WebLink About2428 BADAJOZ PL; A; 82-219; PermitDECLARATIONS LENDER WORKER'S COMPENSATION OWNERlBUlLDER CONTRACTOR r-7 I I1 lt----l In b m n r b z 4 White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor- Pink - Applicant Gold - Temporary File I In :j I '" c 0 - Z v) U rn 0 1 0 z ID m 0 0 ID 0 -I I + T I i I DECLARATIONS LENDER WORKER'S COMPENSATION OWNERllUlt DER CONTRACTOR r----ll II 1- - 3) rn I 0 0 m r D --1 r rn n n I I !I I i X 0 0 0 c 0 -I fn ? - i 0 i E r D W -I 0 9% 00 zz 00 mw wm NW NO 1 3; Pink - Applicant Gold - Temporary 7 ile White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor \ Type of Constructlon Person to Contact Ph. No. I N S P E C T I 0 N R E Q U E S T Citp of CarIs’bab REQUEST FOR INSPECTION RECORD PERSON TAKING REPORTS -5- BUI LDlNG 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR C FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL FINAL I PLUM BlNG 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 57 .ELECTRIC SERVICE )(FINAL r MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday Tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. CORRECTION NOTICE CITY OF CARLSBAD ~- BUILDING INSPECTION DEPARTMENT TIME: P?5ZLtJg INSPECTOR PHONE - 438-5525 SHEATHING FRAME INSULATION INTERIOR LATH OR DRYWALL 0 UNDERGROUNDP dKG 0 UNDERGROUND WATER 0 ROUGHT PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN PLUMB I ~~@i)cr,~~ Note: Final Inspection >Required Z4U 8#&!?Oe DATE: % - 7-8-83 0 GASTEST -- 0 WATER HEATER ELECTRICAL TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE 0 UPPER GROUND G.F.I. 0 SMOKE DETECTOR MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN OTHER ditp of Cprlsbab AUEST FOR INSPECTION RECORD TIM E: I N S PECTO R PERMIT NO. DATE: ~BUILD~NG 9 \ / - 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL FINAL PLUM BI NG 0 UNDERGROUND PLUMBING I 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN fiLC 0 GASTEST WATER HEATER SOLARWATER 0 FINAL .b I' ' P / 4 ELECTRIC A L 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING ELECTRIC SERVICE 0 FINAL I MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS AT10 POOL 0 SPA 0 SIGN GRADING 0 DRIVEWAY 0 FlNAL SPECIAL INSTRUCTIONS M& Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Friday 0 A.M. 0 P.M. ~~ Citp of darI8'bab REQUEST FOR INSPECTION RECORD 4 TIME: INSPECTOR PERMIT NO. DATE: .k~k!!Z!5!3 OWNER 1 ADDRESS A y1 5- - IJGLk4??7 REQUESTED BY < P- PHONENO. 563 - S"daU* PERSON- R BUILDING I 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL A I" I PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL I EMPORARY SERVICE 77jfl' n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING /-z$-f9 0 ELECTRIC SERVICE d J' I n/ w c YJ MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS *B-*W Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. - Cltp of QCarMlab REQUEST FOR INSPECTION RECORD * BUILDING ?. I n FOUNDA~ 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR FRAME 2 EXTERIOR LATH 0 INSULATION INTERIOR LATH OR DRYWALL 0 FINAL 3 PLUM BI N G 1 O'SEWER AND PL~CO 0 TOP OUT PLUMBING TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER SOLARWATER 0 FINAL LELECTRIC~ 3 I I' TEMPORAR~ n UFFER GROUND J @ ELECTRIC UNDERGROUND OUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL AJ-9 A $ M I SC ELLAN EOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS /l Vb- c - Y /jZ&GL-u-+ Ready For Inspectio<O Monday 0 Tuesday 0 Wednesday 0 Friday 0 A.M. 0 P.M. - Citp of CarIsbab e REQUEST FOR INSPECTION RECORD J e--=--- INSPECTOR 1 Ihh PERMITNO. OWNER ADDRESS - REQUESTED BY PHONENO. 5b3 II* s22 0 PERSON TAKING REPORT BUILDING FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL FINAL PLUMBING n UNDERGROUND PLUMBING 0 SEWER AND PUCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ~ ~~ ~~ ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY FINAL u?~--a R SPECIAL INSTRUCTIONS _. - ~__ 0 Wednesday 0 Thursday 0 Friday ~ ~- Ready For Inspection: 0 Monday ditp of Carlsbab . 0 FINAL REQUEST FOR INSPECTION RECORD REINFORCING STEEL\ MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION c! INTERIOR LATH OR DRYWALL 0 FINAL 1 PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER ELECTRICAL I 0 TEMPORARY SERVICE n UFFER GROUND ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL #& oard,c 70 /~XX 0 SOLARHEAT 0 PATIO E POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL 1” or Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Friday Citp of Carlsbab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR TkM PERMITNO. @ DATE: +GBZ OWNER \us ADDRESS 24s % CJT' REQUESTED BY h/(\-t-fw1/ PHONE NO. 439. 19- PERSON TAKING REPORT -&I- BUILDING 0 FOUNDATION 0 REINFORCING STEEL MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME EXTERIOR LATH 7 0 INSULATION %ZT/rR LATH OR DRYWALL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PUCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL SPECIAL INSTRUCT10 ELECTRICAL I ~ ~ ~~ ~ 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL /$?-M@= MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL w - 0 Tuesday 0 Wednesday Thursday 0 Friday REQUEST FOR INSPECTION RECORD PERSON TAKING REPORT e, j BUILDING ~ ~ ~ 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PL/CO P OUT PLUMBING~ 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL 0 0 TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING ELECTRIC SERVICE 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS E SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS ____ Ready For Inspection: 0 Tuesday 0 Wednesday 0 Thursday 0 Friday &A.M. P.M. ditp of Carls’bab REQUEST FOR INSPECTION RECORD BUI LDlNG 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLU M B I N G 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL SPECIAL INSTRUCTIONS PERSON TAKING REPORT /A 1 ELECTRIC A L 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE /+-2/-p2 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 17 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS 0 Tuesday 0 Thursday 0 Friday Citp of CarI8’6ab REQUEST FOR INSPECTION RECORD TIM E: INSPECTOR 8s RERMITNO. DATE: /d ‘/3 OWNER ADDRESS mz REQUESTED BY ,‘. &( //g fG&ci, /// SV PERSON TAKING REPORT BUILDING FOUNDATION :LNF:ZING STEEL \ \ 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE /@-/#-fz 0 FINAL c)k MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY FINAL SPECIAL INSTRUCTIONS 0 Tuesday 0 Wednesday pursda y 0 Friday Ready For Inspection: 0 Monday A.M. 0 P.M. Citp of CsrIs’bab REQUEST FOR INSPECTION RECORD . BUILDING 0 FOUNDATION 0 REINFORCING STEEL MASONRY GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUM Bl NG 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL E LECTRl CA L 0 TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING MISCELLANEOUS ~~ ~~ 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL -%y SPECIAL INSTRUCTIONS - I, dy For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday Citp of Carls’bab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE: lO*s’’$% OWNER ADDRESS rqoMo5 REQUESTED BY 0 PHONE NO. PERSON TAKING REPORTJ?? BUILDING @ FOUNDATION fiA(2A& 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME c! EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN GASTEST WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE UFFER GROUND 7 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING dk FINAL f.d-5- ELECTRIC SERVICE I MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY FINAL Ready For Inspection: 0 Monday )( Tuesday 0 Wednesday 0 Thursday 0 Friday Citp of CarIs’bab REQUEST FOR INSPECTION RECORD REQUESTED BY PERSON TAKING REPORT GROUT - GUNITE O FOUNDATION 0 MASONRY C FLOOR AND CEILING SUB FRAME E SHEATHING 0 ROOF 0 SHEAR C FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRIC A L 0 TEMPORARY SERVICE fl UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL M ISC ELLAN EOUS CONDITIONED AIR SYSTEMS SOLAR HEAT PATIO POOL 0 SPA SIGN GRADING DRIVEWAY FINAL SPECIAL INSTRUCTIONS 0 Tuesday 0 Wednesday 0 Thursday Friday REQUEST FOR INSPECTION RECORD TIME: INSPECTOR DATE: d.w OWNER ADDRESS REQUESTED BY M dd’ PHONE NO. a? -<ze> PERSON TAKING REPORT BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME SHEATHING ROOF SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL FINAL PLUMBING =ERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER SOLARWATER 0 FINAL E LECTRl CA L 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND ROUGH ELECTRIC 0 POOL BONDING MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS SOLARHEAT PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday guesday enesday 0 Thursday 0 Friday 0 A.M. kP.M. REQUEST FOR INSPECTION RECORD 4*./D - TIME: BUILDING 0 FOUNDATION 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR U FRAME 0 EXTERIOR LATH INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL PERSON TAKING REPORTA d I ELECTRICAL ' TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 6k 0 ELECTRIC SERVICE 9-3- 8t 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday '3 m. 0 P.M. aitp of CarIs’bab REQUEST FOR lNSPECTl9N RECORD TIME: INSPECTOR fl</&lT NO. DATE: OWNER ADDRESS REQUESTED BY PHONE NO. 526.3- 5-56 3 PERSON TAKING REPORT FOUNDAT- /fl REINFORCING STEEL n MASONRY El GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME C SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL fl FINAL PLUMBING C UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL ~ ~ _____________ 0 TEMPORARY SERVICE fl UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC POOL BONDING 0 ELECTRIC SERVICE 0 FINAL ok p&’~~ n MISCELLANEOUS C CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS 3 \ - --- U Wednesday 0 Thursday 0 Friday Citp of CarIs’bab REQUEST FOR INSPECTION RECORD PERSON TAKING REPORT BUILDING MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR FRAME 0 EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER SOLARWATER 0 FINAL ==2 ELECTRICAL 0 TEMPORARY SERVICE 0 UFFER GROUND ROUGH ELECTRIC 0 ELECTRIC UNDERGROUND dk jp@f 0 POOL BONDING 0 ELECTRICSERVICE / 0 FINAL e-..?-% P M ISC ELLAN EOU S 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL - I:-* SPECIAL INSTRUCTION , / 1 _._____ Ready For Inspection: 0 Monday *ay 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. ditp a€ darls'bab REQUEST FOR INSPECTION RECORD REQUESTED BY TIME: . ' REQUESTED BY BUILDING I 0 FOUNDATION - O FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUM BI NG 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL 0 TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL I MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS SOLARHEAT 0 PATIO 0 POOL 0 SPA SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS .- r Inspection: 0 Monday 0 Wednesday 0 Thursday Friday ION RECORD PERSON TAKING REPORT BUILDING n REINFORCING STEEL 0 FOUNDATION 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR n FRAME INSULATION 0 EXTERIOR LATH UQDERGROUND PLUMBING 0 SEWER AND PUCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER - ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND C ROUGH ELECTRIC 0 POOL BONDING I 0 ELECTRIC SERVICE 0 FINAL / MISCELLANEOUS CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL . SPECIAL INSTRUCTIONS ly For Inspection: 0 Monday Cl P.M. -. . V /" /' ditp of CarIs'bab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR -7\K \ PERMIT NO. DATE: REQUESTED BY v hL"C PHONE NO. qqZ3768 PERSON TAK~NG REPORT 0 FOUNDATION 0 REINFORCING STEEL MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL FINAL PLUMBING UNDERGROUND PLUMBING 0 SEWER AND PLlCO TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER I3 SOLARWATER e FINAL ~ ____~ ELECTRICAL 0 TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC POOL BONDING 0 ELECTRIC SERVICE @-5-83 A 9 FINAL 'r MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 13 SPA 0 SIGN 0 GRADING 0 DRIVEWAY FINAL SPECIAL INSTRUCTIONS - A ''wection: 0 Monday 13 Tuesday 13 Wednesday Thursday Friday PHONE 292-0660 SPECIMEN MARKINGS OAT€ TESTED AREA - SO. IN. ULTIMATE LOAD - LBS. UNIT STRESS - PSI SPECIFIED STRENGTH AT 28 DAYS - PSI Mi 1 I s Residence 2428 Badajoz Place, Carl sbad Mil Is JOB ADDRESS OWNER PHONE CONTRACTOR 1 41 090 41 091 41 092 10-1 -82 10-22-82 Hold 9.00 32000 3555 2000 - Cangu i sh Mills Stephen G. Davis BLDG. AUTH. Carl sbad ENGl NE ER CLIENT ARCHITECT I NSPECTO R PERMIT NO. PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: West type 1 wall . 2nd lawF - .. .. ~. Dale R. Sculthorpe MIX NO. MADE BY 911-1 1 II PROPORTIONS SLUMP OATE MADE 9-25-82 9-27-82 DATE RECEIVED . SOURCEOF ROCK AOMIXTURE TYPE OF CEMENT CONC. SUPPLI E R TICKET NO. (NSPECTOR SIGN 1/1 I Escondido Ready Mix Stephen G. Davis City of Carlsbad OCTS 1982 CITY OF CARLSBAD Bu i Id i n g De part men t ENGINEER Mi 1 Is Resi knce -- JOB SPECIMEN MARKINGS 41087 4 1088 OAT€ TESTED 9 - 30 -82 10-2 1 -82 AREA - SQ. IN. 28.28 ULTIMATE LOAD - LBS. 56000 -_ - 28 -28 89000 __ -- PHONE CONTRACTOR 2428 bidajuz Place, Carlshd Mills .--.- II AOOR ESS OWNER -- 41 089 11 -22-82 Mill3 CLIENT 1980 UNIT STRESS - PSI SPEC1 F I E D ST A ENGTH AT 28 DAYS - PSI ARCHITECT 3145 4000 / I .- Stephen C. Davi,s ENGINEE R Ganau ish BLDG. AUTH. Carl sbad PERMIT NO. PLAN FILE * .-- -- INSPECTOR FIELD LOCATION OF SPECIMEN SAMPLE OF: Conc re t e IN JOB OR STRUCTURE: Front Blda. Columns -i MADE BY Dale R. Sculthorpe 3/8 4000 MIX NO. -- 4” 9-23-82 9-27-82 PROPOR TI ONS SLUMP ADMIXTURE DATE MADE TVPE OF CEUENT DATE RECEIVED __ - COW. SUPPLIER SOURCE OF ROCK __ _- TICKET NO. -. 93800 INSPECTOR SIGN - ---- --- DISTRIBUTION. Fred , Stephen G. Davis Citlr of Carlsbad - ENGINEER PHONE 2920660 @€CIMEN MARKINGS 4 1 084 )ATE TESTED 9-30-82 4AEA - SO. IN. 9.00 JLTIMATE LOAD - LBS. 26500 2945 a. JNIT STRESS - PSI @ECI F IED ST R E NGTH 4T 28 DAYS - PSI Mi 11 s Residence 2428 Badajoz Place, Carlsbad Mills JOB -DRESS WNER PHONE CONTRACTOR 41 085 4 1086 10-2 1-82 Hold 9.00 34000 3775 2000 I - Gangu ish Carl sbad ENGINEER BLDG. AUTH. Mills Stephen G. Davis WENT 4RCHITECT NSPECTO R PERMIT NO. PLAN FILE =lELD LOCATION OF SPECIMEN aMPLE OF: Grout IN JOB OR STRUCTURE. East wall 1st lift 4IX NO. 87 3/8" pump MADE BY Dale R. Sculthorpe 'ROPORTIONS SLUMP WJMIXTURE DATE MADE 9-23-82 9-27-82 WPE OF CEMENT DATE RECEIVED . DNC. SUPPLIER fICKET NO. - 911-1 1 I1 SOURCE OF ROCK INSPECTOR SIGN Pad re 93-795 ,d ENGINEER PHONE 2920660 SPECIMEN MARKINGS 41081 - DATE TESTED 9-30-82 AREA - SO. IN 3.14 - ULTIMATE LOAD - LBS. 2500 -_ - - - -. 795 UNIT STRESS - PSI SPECIFIEO STRENGTH AT 28 DAYS - PSI - _-- I, ~______-- -___ - . ------ JOB NO 3052 TEST REPORT a 41 082 41 083 10-21 -82 11 -22-82 3.14 3200 1 J. 1020 r 2090 JOB Mills Residence AODRESS 2428 Badajoz Place, Carlsbad OWNER PHONE CONTRACTOR Mil Is - CLIENT Mills ENGl NE E R Gangu i sh Carl sbad BLDG. AUTH. Stephen G. Davis ARCHITECT PERMIT NO. PLAN FILE c- INSPECTOfl f EL0 LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: West outside wall t Dale R. Sculthorpe MADE BY MIX NO. Type s PROPOR TI ONS SLUMP DATE MADE 9-23-82 9 -2 7 -82 AOMI XTURE TYPE OF CEMENT OAT€ RECEIVED . CONC. SUPPLIER SOURCEOF ROCK TICKET NO. INSPECTOR SIGN --- ENGINEER PHONE 292-0660 SPECIMEN MARKINGS 4 1 084 DATE TESTED 9-30-82 AREA - SO. IN. 9.00 ULTIMATE LOAD - LBS. 26500 UNJT STRESS - PSI 2945 , SPECIFIED STRENGTH AT 28 DAYS - PSI J 41 085 10-2 1-82 2000 TEST REPORT _____ JOB NO. 3052 Mills Residence 2428 Badajot P 1 ace, Car I s bad Mills 106 40DRESS WNE R PHONE CONTRACTOR - Mills ENGINEER Gangu ish CLIENT 4RCNITLCT Stephen 6. Davis BLDG. AUTH. Carl sbad I NSPECTO R PERMIT NO. PLAN FILL FIELD LOCATION OF SPEC1 MEN SAMPLE OF: Grout IN JOB OR STRUCTURE: East wall 1st lift Dale R. Sculthorpe MAOE BY 87 3/8" pump MIX NO. PROPORTIONS SLUMP ADMIXTURE TYPE OF CEMENT DATE RECEIVED . CONC. SUPP L I E R TICKET NO. g11-1 111 . OAT€ MAOE 9-23-82 9-27-82 SOURCEOF ROCK INSPECTOR SIGN Pad re 93-795 I -+ Stephen G. Davis City of Carlsbad OCPS , 1982 CITY OF CARLSBAD Building Department DAYS 4 1 086 Hold ENGINEER PHONE 2920660 SPECIMEN MARKINGS 41087 4 1088 DATE TESTED 9-30-82 10-21-82 AREA - SQ. IN. 28.28 ULTIMATE LOAD - Les. 56000 1980 UNIT STRESS - PSI 4000 SPECIF IEO STRENGTH AT 28 DALS - PSI 1 Mills Resi lence JOB 4 1089 Hold PHONE 2428 Padajvz Place, Carlsbdd ADORESS CONTAACTOR Mills OWNER - Gangu i sh ENGINEER Mills CLIENT Carl sbad SLOG. AUTH. Stephen G. Dav i s ARCHITECT INSPECTOR 'PERMIT NO. PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: Front Bldg. Columns c Dale R. Sculthorpe MADE BY .-,__ 3/8 4000 MIX NO. - SLUMP 4" PROPORTIONS -. 9-23-82 ADMIXTURE DATE MADE 9-27-82 TYPE OF CEMENT DATE RECEIVED -- - CONC. SUPPLIER Padre SOURCE OF ROCK - - INSPECTOR SIGN - --- r 93800 ----_I_ TICKET NO. &/&A ENGINEER PHONE 292-0660 41081 9-30-82 3.14 2500 795 JOB Mills Residence ADDRESS 2428 Badajoz Place, Carlsbad OWNER CLIENT ARCH IT ECT PHONE CONTRACTOR Mills Mills ENGINEER Gangu I sh Carl sbad Stephen G. Davis - BLDG. AUTH. 41 082 1 0-2 1 -82 - --* PERMIT NO. PLAN FILE I -- INSPECTOR FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE. West outside wall - Dale R. Sculthorpe MADE BY Type s MIX NO. PROPOR TlONS SLUMP ADMIXTURE TYPE Of CEMENT DATE RECEIVED . WNC. SUPPLIER SOURCE OF ROCK TICKET NO. DATE MADE 9-23-82 9 -27-82 INSPECTOR SIGN W ----- CABORATOFIYTESTOATA AGE TESTlEO OAVS SPECIMEN MARKINGS DATE TESTED AREA - sa. IN. ULTIMATE LOAD - LBS. UNIT STRESS - PSI SPECIFIED STRENGTH AT 28 DAYS - PSI DISTRIBUTION: Fred Mi Stephen G. Davis OAYS 41083 Hold ENGINEER PHONE 292M60 - SPECIMEN MARKINGS 4 1 068 - -- 9-29-82 3.14 DATE TESTED -- - AREA-sa IN - - -- 5000 1590 -.-I - -- - - ULTIMAT€ LOAD - LBS. -- UNIT STRESS - PSI - SPECIFIED STRENGTH ___ - _I- - AT 28 DAYS - PSI -- -- JOB NO - j052 TEST REPORT -- - 41 070 41 069 10-20-82 3.14 7300 2325 2000 I I -- Mi I Is Residence JOB PHONE CONTRACTOR ADDRESS 2428 Badajoz Place, Carlsbad OWNER Mills CLIENT Mills ENGl NE E R Gangu i sh Carl sbad BLDG. AUTH. Stephen G. Davis ARCHITECT INSPECT0 R PERMIT NO. PLAN FILE FIELD LOCATION OF SPECIMEN center common wall SAMPLE OF: Mortar IN JOB OR STRUCTURE. 4th course -~-_ -- - ~~ ~ ~ ~ ~~ ~ Dale Scul thorpe MADE BY Type s MIX NO. PROPOR T I ONS SLUMP AOMl XTUR E TYPE OF CEMENT 1/1 I CONC. SUPPLIER TICKET NO. 9-22-82 9-23-82 DATE MADE DATE RECEIVED SOURCE OF HOCK INSPECTOR SIGN PHONE 2920660 40897 - - 40b98 9-7-82 9.00 27000 3000 9-28-82 ---I I __-L---- ---. - --_ - -__1- 2000 --I- I Mi 11 s Residence JOB 40899 Hold __ _- PHONE 2428 Badajoz Place, Carlsbad ADDRESS CONTRACTOR Mil 1s OWNER - Gangu i sh - ENGINEER Mills CLIENT Stephen G. Davis Carl sbad ARCHITECT BLDG. AUTH. Regl i ______________ PERMIT NO - -PLAN FILE - _----__ -- - INSPECTOR FIELD LOCATION OF SPECIMEN Wall No. 1 1st lift, SAMPLE OF: Grout IN JOB OR STRUCTURE d _- East side Regl i MADE BY MIX NO. 3070 3/8 pump PROPORTIONS SLUMP Pozz 122HE DATE MADE 8-31 -82 ADMl XTUR E 9-1 -82 TYPE OF CEMENT DATE RECEIVED Plant 5 SOURCE OF ROCK Nelson Sloan CONC. SUPPLIER Regl i -- INSPECTOR SIGN - 3800G _-__ ~- TICKET NO. AOE TESTED SPECIMEN MARKINGS DATE TESTED I __ - AREA - SO. IN UNIT STRESS - PSI DISTRIBUTION: Fred Mi 1, Stephen G. Davis City of Carlsbad CITY OF CARLSBAD Bu i Id1 n y De part men t -. ENGl NEE R PHONE 2920660 -______-- TEST REPORT JOB NO. 3052 JOB Mills Residence 2428 Badajoz Place, Carlsbad ADDRESS Mil Is Mills OWNER CLIENT Stephen G. Davis ARCHITECT PHONE CONTRACTOR ENGINEER BLDG. AUTH. - Ganguish Carl sbad PERMIT NO. PLAN FILE INSP€CTOR Regl i FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: 1st lift. West wall #I P Regl i MADE BY Type s MIX NO. PROPORTIONS SLUMP ADMIXTURE Lime Type S DATE MADE TYPEOF CEMENT Colton DATE RECEIVED 8-3 1 -82 9-1 -82 CONC. SUPPLl E R TICKET NO. SOURCE Of ROCK INSPECTOR SIGN Reg1 i * - AOE TESTED DAYS I SPECIMEN MARKINGS DATE TESTED I AREA - SO. IN. DISTRIBUTION: Fred Mi Stephen G. Davis City of Carlsbad LABORATORY 7EST DATA 7 DAYS DAYS 26 DAYS 40894 I I 40895 9-7-82 9-28-82 65GO 2070 18GO DAYS 40896 Hold rRQfESSlONA1 REGISTERED INSPECTIONS, . . .- - __ - .. -- .. - .... - ... - .. O."FU r>Q PHOJ€; r NAMt. Mills Duplex --_ -. - -. CONSTR.MAT', , (rvPc, GHADE, ~1C.j DLSlGiSTRENGTH SOURCE OR MFGH. Masonry --Jiooo ~____ psi 1 ____- - __ __ - - DESCRI~E MAl., , lull OLb(G*, RL-B4.R GRAD& b MFCR.. WLLO-ROO. LTC.1 Mortar 2000 psi Grout 2000 psi --- . __ INSPtCTOHS WtEKLY REPORT __ I . - ...... Anr+,t~Ec I Stephen Davis Jem Ill Mills Concrete Mi 11 s Concrete Professional Registered Inspect., Inc. _. .-- ENbINtER ___ GENEHAL. CONTHACTOH CONTR. DOING REPORTED WORK LAB. REC€IVING b TESTING CONSTR. MAT'L. SAMPLES 7895 Convoy Court Sari Diego. California 9211 1 Phon. 292-0W INC. -- FoHwE~K Oct. 1, 1982 tNllING C)N ............. ............................ 19 .... ~ -. . __ - INSP". LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS, REMARKS, ETC. INCi UDES INFORMATION 4BOUT -AMOUNTS OF MATERIAL PLACED OR WOHK PERFORMED; NUMBER. TYPE. b IDENT. NO'S. OF 1.551- 54MpLES ~4ttEN. STRuCT. CONNECTIONS (WELDS M4Dt. H.T. BOLTS TORQUED) CHECKED; ETC. 9-25 1 eve I Observed grouting of second lift of block in all 8 inch walls, first . Cast three grout prisms. CERTIFICATION OF COMPLIANCE I hroby cortity that I hauo I~p.Ctod JI of tho abovo r0port.d work. tho opprouod plana. spoctficationr. and appl~ablo rctiom of the -worn- top bucldtnp laws. Unlou OthOrWi80 nomd, I have found this work to comply wit Superv 9-25-82. __I-- REG'4'EP NUMSFR , Utl'OWl 7895 Convoy Court San Diego, California 921 11 PROFESSIONAL REGISTERED INSPECTIONS, INC . Phone 292-066 ton WttK 1057 NO -- 1 LN[)ING - Oh ---___ Sept - 25> !982 , 19. INSPtC TORS WE E K LY REPORT 1 Mills Duplex -_._- CONSTH.MAT'1.. ITYPL. GRADE, LrC Mortar Type S 2000 psi Grout, 2000 psi INSP". DATE - 9-22 9-23 9-24 Spec. Grout Mix 4000 psi -~ HIIII 1,INL Pt HMI 1 NUMBER PI AN FlLk NUMBER ----I-- .. . - -. - __ -- Stephen Dav i s - _- tr.<;i~t tu Jem 111 Mi 11 s Concrete Mi 11 s Concrete Professional Registered Inspect., Inc. ---___ GCNEHAL CON THACTOH . . . .- CONTR. DOING REPORTED WORK LAt). RECEIVING b TtSTlNG CONSTR. MAT'L. SAMPLE) LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS, REMARKS. ETC. INCLLJ~ES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WOHK PERFORMED; NUMBER, TYPE. & IDENT.NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELOSMADE. H.T. BOLTS TORQUED) CHECKED; ETC. Observed placement of block in type 1 wall at East side. Cast three mortar prisms. Observed placement of block in type 1 dividing walls in center of structures and in West wall. Cast three mortar prisms. Observed grouting of all 8" masonry walls to 4'8". pr i sms . Observed placement of steel cage and placement of special grout mix in columns at Northeast and Northwest corners. Cast three concrete cylinders. Cast three grout Observed placement of block in second lay up of East, West and central type 1 walls. RECEIVED CITY OF CARLSBAD' Building Department CERTIFICATION OF COMPLIANCE I I hroby certcfy thet I hvo 8rUP.Et.d JI Of tha ebou. roporUd wfk. Un1.u ochorwtu noted, I hew found this work lo comply wtth tha Superv 'Or ' mpprouod plana, rpuificetions, end appl*.bh NCIIOW of tho garam- ing building Iewr. kk OAlE OF Htl'ORl AEG'S'EP NUMBER 7895 Convoy COUR San Diego, Californu 92111 PROFESSIONAL REGISTERED INSPECTIONS, INC . Phone 292466( COVERINb WORK PERFORMED WHICH REQUIR~D APPROVAL BY THE SPECIAL INSPECTOR OF FOR WEEK 3052 No. I ENDING ON .... .se.p.t.......3.a...!.382.., 19 .... INSPECTORS WE E K L Y RE PORT 1 I REINFORCED CONCRETE 1 STRUCT STEEL ASSEMBLY GLUE- LAM. FABRICATION I 1 PRE-STRESSED CONCRETE L_] REINFORCED GYPSUM 1 ]OTHER 1-1 REINFORCED MASONRY 13 PILE DRIVING CONSTR.MAT'L. (TYPE. GRADE. ETC.) DESIGN STRENGTH Masonry SOURCE OR MFGR Grout 2000 psi - INsP". DATE 8-3 1 BUILDING PERMIT NUMBER PLAN FILE NUMBER Stephen G. Davis ENGINEER Larry Ganguish Mills Mills Professional Registered Inspect., Inc. GENERAL CONTRACTOR CONTR. DOING REPORTED WORK LAB. RECEIVING TESTING CONSTR. MAT'L. SAMPLES LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. J06 PROBLEMS, PROGRESS, REMARKS. ETC. INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TVPE. b 1DENT.NO.S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. Inspected reinforcing steel and grouting on East and West side. Made three grout samp West side, first lift wall No. 1. of first lift on wall No. 1 es. Made three mortar samp es CITY OF CARLSBAD Building Department CERTIFICATION OF COMPLIANCE A/ A I hroby certify that 1 how inp.ctod dI of tha mbwo roportod work. Unlar oihorwisa notad, I hmo fwnd thin work to comply with th. Wproud plan, spocifiationo, and rppliublo rctionr of tho gouam- ing building Imn. RCE 19393 REG'S'EP NUMOER 8-31 -82 JA rE OF UEPORT r. L ESGIL CORPORATION 9820 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 82-2/7 (114) ASO-l46@ , BUILDING PORTION VALUATTON AND PLAN CHECK FEE BUILDING AREA VALUATION VALUE MULT IP LI ER 0 Bldg. Dept. 0 Esgil &?e%-y/we> M- &zZS/G/z, PLAN CHECK NO, 8 Z- ~/YLC BUILDING ADDRESS 0 4340&707 APPLICANT/CONTACT C-&G /* PHONE NO. zQX 8 -2Y 7q BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE /& 5 3 A/*%. /SI s- x 479 &==22G I Res. Baths (over 3) Res.Fireplaces( 2 Air Conditioning C oinm erc ial over 8 Residential ~~ ~ ~~ __~~ ~ ~ - Adjustment for State Mandated Handicapped Access Reoulations @ 2,200 @ 1,760 @ 2.80 @ 2.40 Plan Check Fee $ X 1.065 = $ Total Value COMMENTS: 33 I 4426 ESGIL CORPORATION 8320 CHESAPEIAKE DH., SI’ITE 122 SAN DIECXI, CA 82128 (714) 660-14flH 0 APPLICANT COPY a CITY COm 0 PLAN CHECKER COPY Citp of CarIsbab PUN CORRECTION SBECT SINGLE PAHILY AND DUPLEX -1M Plan Check No. Date plans received by plan checker Date initial plan check completed F@/. bys@ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code. Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances.enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, P tG: To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Indicate on plans the name of the legal cwner and name of person responsible for the preparation of the plans. Sec. 302(b) P Submit of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations all corners. Sec. 302(b)7. Indicate distance from center-line of street \ or alley to property line and distance from curh to property line. Sec. 302(b)7 Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code) fully dimensioned plot plan drawn to scale showing location size, and use 4 v 2 for all structures and show elevations at I b \o // ,/ B. FIRE PROTECTION 7 Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) Projections. including eaves, may not extand 7 more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) Projections. including eave8,shall be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 Show location of detector. Sec. C. ROOM SIZES, LIGHT, VENTILATIONS AND GLAZINO One room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207tb) Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Sec. 1207(b) Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be d9ficient in Openable window area must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 sq.ft. (Sec.1205(a) One-half of all required window area must be openable in Sec. 1207(c) Show that ceiling helght for habitable rooms is a minimum of 7'6". Sec. 1207(a) a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) nosing of treads. Sec. 3305(j) have a space not less than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectiona1,dimension. Sac. 3305(j) (see attached) Every stairway landing shall have a dimenaion, P(measured in the direction of travel, at leaat equal to the stairway width. Sac. 3305tg) A door may open over a stairway landing flprovided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to lesa than one-half the required width of the stairway. Sec. 3305(g) A door may open inward at the top step of a stairway provided the top step is not more than 7 l/Z" lower than the floor level. Sec. 3303(i12 b. Handrail shall be 30" to 34" above the c. Handrail projecting from a wall shall /Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. E. Minimum width is 30 inches. Sac. 3305td1 (see attached) ./Provide spiral stairway details: A. Minimum run is 7 112 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a) Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. 1711(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec.-l208 Specify safety glazing for glazing in hazardous -/locations such as qlass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 n. 37 Glazing in shower and tub enclosure- Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24.. Sec. 1204 Eaves and cornices may not project into r/ a required yard mora than 2 inches for each foot of yard width if required windows A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 658 of the long side open to the The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story pen into the yard. Sec. 1206(dl oom below. D. EXITS, STAIRWAYS, AND RAILINGS . Floors above the second story shall have 7 not less than 2 exits. Sec. 33021a) Required exit doorways shall be not less than 36" in width and not less than 6'-8* in height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) Provide 36" high protective railing for porches, balconies. and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 49. Provide stairway and landing details. Sec. 3305lb) 6 (c) a. Maximum rise 8" and minimum run is 9". b. Minimum head room is 6'4". c. Minimum width is 30". c. Minimum headroom is 6 feet 6 inches. Sec. 3305(€) (see attached) Spiral stairways may not be used for required 400 sq. It. Sac. 3305(f) Spiral stairways must have a clear walking handrail. Sec. 3305(f) Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a)48 and Sec. 306(f) In buildings over 2 stories in height, provide rJ 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 Exterior stairways shall not project into the 3 foot setback from the property lines. Sec. 3305(n) v/ exits when thr area served is greater than / space of 26 inches between the column and f Sec. 503(d) a room used for sleeping purposes. Sec. 1104 require self-closing doors and stationary windows. Sec. 1214 The walls and soffits of the enclosed usable space under interior stairs shall be protected on :he enclosed side as required for one-ho w. Garages are not permitted to open into . Openings between carport and residence (See attached) front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-1 Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between materials not covered in UBC. the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the building. to support accumulated water. Sec. 3207(al If the difference in floor elevation exceeds Provide skylight details to show compliance 7 1/2 inches. or if the door is used as the primary means of egress from the building, with Sections 3401 and 5207 or provide ICBO approval number. additional steps or landing must be provided in accordance with stairway requirements, Provide plastic roof panel details to show and the door must not swing over the depressed compliance with Section 5206 or provide level. (see 3303(i)2 and 3305 (9). ICBO number. Provide 18" raised platforms for any PAU, may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform(s1 prior to framing platform. is 1/150 of attic area or 1/300 of attice area if at least SOB of the required vent is at least 3 feet above ceiling joists. Sec. 3205(c) E. ROOFING Specify roof pitch. Roof pitch is not adequate €or roof type specified. Specify minimum pitch of y. Specify roof material and application. 3. Specify I.C.B.O. approval number for roof . Specify roof slope €or drainage or design Jz/ Show roof drains and overflows. Sac. 3207(al 7.: .' 70. Show attic ventilation. Minimum vent area ?g"'water heater, or any other device which R. FOUNDATION REQUIREMENTS Note on plans that'A soils engineer shall eva.luate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction". Sac.306(all2. Submit SO115 classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification. note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this E. MASONRY Provide tireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sac. 2516ta) regarding ties and #9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. all masonry walls. Chapter 24 -\w- STL. N,crcL*;- Note that cleanout openings shall be-provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar. a.c grout, masonry and reinforcing steel. Show height and construction ----_-_---- --- . - whether or not the soil is expansive, and project- ~mA-r7 5 GLA/i?Pf. AI& c./c-r 5a.4 lorn ps/r 7 /5/0 Rs F= . &/'le I / eimw~cr, E+ ? # Provide ;lotis on the fouidation plan listing the soils report recommendations for foundation. slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accor- dance with the soils report: G. CARAGE AND CARPORTS 2. the utility trenches have been properly backfilled and compacted, and: .Garage requires one-hour fire protection 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan." P Set' 2415 Show how masonry house Department foundation inspection, the are to be waterproofed. will be required for / Note that special inspection of on the garage side of walls and ceilings common to the dwelling. Table 5-8 Sec.503(b) to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 elements supporting floor above garage a- by a- post. Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 . Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 . Note on plans that wood shall be 6" above ~ finish grade. Sec. 2417(c) 7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Sec. 2905(f) $. Dimension foundation per Table 29A. TABLE NO. SA-FOUNDATIONS FOR STUD BEARINQ. WALLS-MINIMUM REQUIREMENTS Note cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) 3. Show blocking at ends and at supports /La of floor joists, and for rafters at exterior walls. Sec. 2506(g) 4. Show solid blocking at ridge line and at exterior walls on trussed roofs. Sac. 2506(gI Show double joints. Floor joists shall be doubled under bearing partitiona running parallel with the joists. Sac. 2518(d) 5 spaced not more than 4 feet on center where rafters and ceilina joists are not $. Show rafter ties. Rafter ties shall be t I I I I I I 1 6 6 12 6 2 8 8 IS 7 3 10 10 18 8 SOTES: _- parallel. Sac. 2518(h) . Show rafter purlin braces to be not less f" than 45 de rees to the horizontal. Sec. 2518(?1) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading , will be as designed.) 1 9. Show double top plate with minimum 48" ' lap splice. Sec. 2518(g)4 24 174'. Provide tire st / \ybm unud conditioa~,or fFt are found. footings and The Onnurd under the floor may be cxavatcd to the rlevation of thr foundatbas shall be as requrred in Sam 2907(0). top Of thc fOOt1nyt. Show foundation sills to be presaure treated, Show foundation bolt size and spacing. Sec. 2907[e) l$. Specify size, ICE0 number and manufacturer of power driven pins. Show edge and end distance and spacing. Sec. 306(fl Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(fl / y* or equal. Sec. 2517(c) 3. top story and robf space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of aliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(f) Show stud size and spacing. Maximum allow- able stud heights: 2"x4"@ 16" is 14': 3"x4"&2'~6"@ 16"o.c. is 20'. Sec. 2518(g)2 . Note an A.I.T.C. Certificate of Compliance be given to the Building Inspector prior to erection. Sec. 306(f) Detail all post to beam and post to footing connections. Sec. 2517(c) 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Show 3"x4" or 2"x6" stud8 in first story of three story building. Sec. 2518(fl Provide trusa details and truss calculationn. Provide roof framing plan. Sac. 302(a)7 f"5 for glued laminated wood members shall Note on plan that hold down anchors must be tied in place prior to foundation inspection. footings under all shear walls. Sec. 2311(e) Show stepped footings for slopes steeper @ than 1:lO. Sec. 2907(c) Show minimum 18" clearance frv gradelto bottom of floor joists and mintmum 12 clearance to bottom of girders. Sac. 2517 (Tables I,J,K). Show pier size. spacing and depth into Show minimum under floor access of 18"x 24". Show minimum under floor ventilation equal of exterior foundation with openings aa ndisturbed soil. Table 29-A ec. 2517 to 1 1/2 sq. ft. for each 25 lineal feet Provide framing sections through close to corners as practicable to provide cross ventilation on at least two approximate- Section 302(a) 7 ly opposite sides. Sec. 2517 Specify all header sizes for opening over 4' vide. Sac. 2518(gl 7 Provide calculations €or cl joists, rafters, beams, and posts 2" to 4" chick to be NO. 2 Grade Dougias 5" and thicker shall be No. I Grade Douglas Fir-Larch or better. (Table 25-A-14 Show wall bracing. Every exterior wood stud wall and main crosa partition shall be braced at each end and at least every 25 feet of length with 1x4 diaqonal let-in brace or equivalent. Sec. 2518(g)5 / Fir-Larch or better. All posts and beams Section 302(a) 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sac. 2517(c)4 F- Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 c 709 UMC Note shall be unobstructed and have continuous solid flooring not leas than 24 inches wide. Sec 708 UMC lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Section 909 for furnace under the floor, Section 708 Show location of attic access with minimun size 22" x 30". Sec. 3205 Show draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205 Show draft separation for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2517 Specify plywood fication index. Table When roof pitch ridge as a beam. Sac. 2518 (h) that passageway to the attic furnace Show permanent electrical outlet and Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. See. 2516(b) / for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less-shall be effectivelv draft stomed .- Gypsum lath and plaster, gypsum sheathing at each floor or ceiling: UBC Sec. 1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete construction. Table 47-1 All wiring shall comply with the National Electrical Code. If cripple wall studs are leas than 14". Cripple wall studs exceeding 4 feet in heiaht shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 2518(g16 Shov plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 2517(g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be framing shall be solid blocking. Sec.2518(g)6 P ,.stuccoed. Sec. 4706(e) Provide an approved waterproof building paper under wood siding. Sec. 1701(a) Specify an approved flashing for exterior openings and parapet walls. Sac. 3208 Show corridor width to be minimum 36". Sec. 3304(bI Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sac. 2518(h) 3 Provide metal straps across ridge beam and rafters. J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform ical Code. 7 Show the size, location and type of all 3d i"* heating and cooling appliances or systems. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70 F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace. Note on the plan the amperage of electrical service. - If the electrical inatallation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders. d. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. e. Provide typical panel schedule(s). Dwellings reqlire minimum 100 amp service. Show location of all electrical receptacleb. Electrical receptacle locations and/or spacing is not adequate in At least one receptacle shall be installed outdoors, in basements and attached garages, -. other than laundry outlets. Art. 210-25(b) Note on plans,clearances to be per manufac- turers listing. Sec. 704 UMC Furnace shall not be installed under any Furnace shall not be installed in any ? bedroom, bathroom, closet, or in,confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance Sec. 104 UMC Show ICE0 approval for prefab fireplace tairway. Sec. 704 UMC Y . Note "UFER" ground to be provided (NECI. Art. 250-81 L. PLUMEXYO (Uniform Plunbinq Code) All plumbing shall comply with the Uniform Plumbing Code. - Show water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 installed in bath or bedroom or in a closet #. Fuel combustion water heater shall not be opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 1310 P Show T and P valve on water heater and show route of discharge line to exterior Sec. 100 \5cc. w-0 19 O?--- outside. UEC-3 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. 1003 Shower rtall shall accomodate a 30"circla and have a minimum floor area of 900 sq.in. UPC 909(dl mC3 --- [ and provide approved installation instructions at job site. ceiling of 50 decibles. Show how penetration of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound Titie 25 ,transmission rating. Titl'e 25 .I Outdoor wols with fossil fuel heaters require pOol covers AS well ai other-energy saving devices such AS time clocks, etc. T20-1406 HISCELLANEOUS Show A minimum 2" air space and flashing between planter and building walls. Sec. 2517(e) Specify material to be used under the shower tile. Sec. 1707(a) Specify lath and plaster to comply with Provide insulation in Walls And living area if garage use is not controlled' by resident Title 25. ENERGY CONSERVATION All additions to existing residential buildings must comply with Tit1 energy regulations. Additions 30% of the existing building re existing and addition to have R insulation if the existing cail is accessible for insulation in 314" cower Piees must be installed from water heater location to convenient location of future solar panels (City Ord.) Provide SleeVeS (roof jacks) in roof for two future 3/4" copper pipes to cunvenient location of future solar panels (City Ord.) ).d Note that solar water piping is to be insulated in ArOAS that are not heated or cooled. for ceilings, or provide detail for alternate design. TZO-1403 s=che gross floor area or heated portions of the dwelling, and the area OC glazed openings on the plan. (T20-14301 Provide an analysis justifying increasing the single glared area beyond 16% of the gross floor area. Show method to reduce heat loss to that which would occur with basic glazing. (T20-1402.def.) Provide energy analysis to show that the bonnet capacity of the gas central furnace 1570 B~=HLLOU~ ~BLG. OR. 9efm e~l- Nom: The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during - does not exceed the building design heat loss by more than 30%. (Exceptions: 48,000 BTU Hr. output furnace. See also California Efficiency Adjustment.) T24-1404 Note on plan that all tranverse ducts, plenums, and fitting joints of WAC system shall be sealed with pressure~sensitive tape or mastic to prevent air loss. T2O-1404 Note on plan that insulation of ducts shall conform to UMC Section 1005. (T20-1404) Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-14031. Note on plan that back draft dampers are required on all fan systems exhaustinq construction, the permittee shall contact the Building Department for review And prior approval before proceeding with the work: 0 Building plans are substantially correct And complete. BY% Date: 0 Building plans would be substantially correct and complete if minor corrections are made at counter. air from the building; T20-1403 By: Electrical resistance space heating shall a. 60% of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 109 of total heating system. d. life cycle cost analysis justifies. . Note on plan that a11 heating And cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4. Article 4. , (75% for forced air furnaces). not be used unless: Date: 0 Building plans require major corrections And complete plan recheck, by plan check engineer, is required. Date: f T20-1404 & Note on plan that no natural gas, central If you have any questions regarding a-hn heating plant may be installed without Intermittent Ignition Device. T20-1405 Electric resistance water heating is not permitted unless verfied as cost effective by a life cycle cost analysis. T20-1406 We would also be pleased to meet with you. at no charge, if additional assistance is needed. v PLAN CHECK NO. C%-s/? BUILDING ADDRESS %8 Am Pre red by: * VALUATTON AND PLAN CHECK FEE .. ~ APPLICANT/CONTACT T+~E Dh.J/S BUILDING OCCUPANCY p-3 DL1f/Q)( TYPE OF CONSTRUCTION I/- dJ DES?CNER PHONE fS&?,l'E-) CONTRACTOR PHONE - 2 Building Permit Fee gd Plan Check Fee J 8 DEVE1.OPMENTAL . SERV I c ES 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 0 Asslslant Clty Manager (714) 43&559S 0 Bulldlng Dapaitrnunt EnClnesrlng Department * (714) 43&-5525 (714) 43&5541 0 Houslng Z. Redevelopment Department 0 PIannIng Department (714) 438581 1 (714) 438-5591 RESIDENTIAL VALUATION CHART SFD OR DUPLEX LIVING AREA X .. - 36 . 00= -ATTACKED UNITS-3 OR MORE; X 4.20= X 1_1- COVERED PORCH I 4.20=>$ BALCONIES X . 6.80= mm* # EACH BATHROOM OVER 3 2,000. oo= - .. EACH FIREPLACE OVER 1; 600. - oo= - 2. . RETAINING WALLS X - AIR CONDITIONING x. 2.40= * MOBILE OR MODULAR ON S.F. .. ! TOTAL VALUATION $ I' PLAN FEE(658 OF BLDG. PERMIT FEE). ZHECR .. . e. ESGIL CORPORATION 9320 CHESAPEAKE DR., SX'ITE 122 SAN DIECSO, CA 92125 (714) 560-146@ Y ................ ... - .... 1. jj - c. ........... ... i: ................... /! . . __ .. - .... .. ... , /I .&. .. . .- ...... ti ... _. .. id I1 I' ....... ...... !' !I '! :! ....... ..... I, @; j ... ii 1; 1: ........ I' .... ..... ...... - .. -. . .... ..... ... ........ ...... m&d. L-p- .... *. .... ............. ....- I ., - ............ -.. . .. - ......... .- .. - ............... - -* ..q. -. ~ -I - .. .......... - ................... . - .. ~ ....... ...... ......... - - .. .- .......... -_ ~ ~~ INTERDEPARTMENTAL INFORMATION SHEET 'G .DING - I 4 I ,'I I ' PLANNING DEPARTMENT 1 ZONE LOT SIZE LOT WIDTH / UNITS ALLOWED UNITS PROVIDED 1 PROVIDED PROVIDED PROVIDED --3T%-- PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED 1 PROVIDED INTRUSIONS W SIDE SETBACK: REAR SETBACK: LANDSCAPE & IRRIGATION PLAN COMMENTS: ?z Nfl F 4 ENVIRONMENTAL PROTECTION REQ: \ ADDITIONAL COMMENTS : I INDUSTRIAL WASTE IMPROVEMENTS \ SEWER CONNECTION DRIVEWAY LOCATIONS SPRIIXLING SYS 'FIRE ALARXS FIRE HYDRANT DATE UIREMENTS OF APPROPRIATE DISTRICTS MET DATE ROBERT L. FLFPLRMAN 8TRUCTURAL LNQINCKR FILE ue- ROBERT L. FEFCLRMAN PILE ha STRUCTURAL ENGINEER 8AN OICOO. CALI-NIA I DAW f ILL ht3 ROBERT L. FLFFERMAN STRUCTURAL ENGINEER c 3 SAM OIW. CALICORWIA ma8 No - TI @K& - & rc' ROBERT L. FLFFERMAN 8TRUCTURAL LNOINLIR *AH DIC00. CALWORNIA .- OA- ROBERT L. FLFFLRMAN 8TRUCTURAL ENGINEER SAN DICOO. CALICORNIA CAU WO-Z, i" p f -1 I T\n 4 BAT8 ROBERT L. FEFFLRMAN 8TRUCtURAL ENGINEER PmI0.n .AN 01140. CALlCOllWlA r I fi = v -- . ROBERT L. FLFFLRMAN STRUCTURAL ENGINEER ‘ILL NO SAN OICOO. CALICOIINIA PAU NO DAW ROBERT L. FEFFLRMAN STRUCTURAL ENGINEER FILL no. mAN 01.00. CALIVORNIA PAU WO r\ *' APPENOIX F Form ‘I SITE IN FO R MAT IO N Heating Ow- Dav (from Aopcndir C) ._-U...C.-_-.--...._--...._II. HDO 1 2 ‘Fedav Outs& Design Tompcrature (from Agoondin C or Awndin GI-,,..,.. Tow 2 OF bmr Fkor Air if Low.Rir (from CI:culotton~l..----....- .................... Af 3 7hbG ftz PROPOSED E UI LD I NG ENVELOPE IN FOR MAT ION Gror Wall Aru if High-Riw (from Calculotion~~ ................................ A, 4 h2 Omwd Gluinp Arm (from Cllculatmnd ............................... .- ............... A9 Am Baric Glaring Ama 116%of Lino J if low~ts~ 01 -of Lirn4 if high4 sei........ PROPOSED SPACE HEATING SYSTEM (Chapter 7) Gas F urnuu ............................... Building Oeiiqn Wowlv Hem Loss (from Form 21 ...... an 18 etuihr Martmum Allowad Bonnet Cl~citv. 1 .S x Lane 18 ............................................... 0Culhr Prowsed Furnace 19 Make Model Daniotion Rrted Bannef CIwcttv Elaww Rowranee Alono ................ ........ Electric RRlin.nCe Lifo Cvcte Con Ifram Form SI ... .-.... .. ,LCC, 20 f ................... Lo- Life Cvcle Con of the 0th- Svnsmi (from Farm 51 ,LCC- 21 S PJon9.pl.trblo Enqv wlEkCnu Rmnoncr Eo&-Up Percentage of Annwl Wear Lou Mer bv Non-Ocolet~lo Energy U Sourn (from Calcuiationsl .........................”....” ............................................ 22 Herl Pump wnh ElMrie Rmirtrma SuppI-mtaq Ham Perantape of Annul Hmt Lom Met bv Elmrcc Animna PROPOSED WATER HEA rlNG SYSTEM INFORMAtlON (Chapter 81 ..................................... (from Calculot~on~l .....- -_-... -._ -.....-........................ 23 % Elrmc RodNnn Abne S 5 Electric Rntnrnce Llfe Cvcle Con (from Farm 61 ................................. ,LCC, 24 - ................... Louwn LI~C Cvcle Con of the Othmr Svnems lhom Form 61 WLCC- 25 \ PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATlON (Chapter 9) ............................................................ blrr Life Cvele GY~ (from Form 71 oLCC, 26 S Natural Car Life Cvclr Con (from Farm 7) &Cqq 27 _. 5 ................................... ................ CALIFORNIA STATE ENERGY CONSERVATION REGULATION COMPI. I AtiCE FORHS PROJECT DATA SUMMARY RES I DENT 1 AL BU 1 LD 1 MGS -. APPENDIX F Form 'lA 1 -* :*dav 2 SlTE 1NfORMATION Hcninp 0-m Ow (*om Aopcndir Cl Hbb Outide Dcriqn Tampcrriurr (from Aomndlr C Q Aourndia Gl......,,,,, Tow 3- ft* PROPOSED 8UILDING ENVELOP€ 1NFORMATlON Gma Fkor Ara if Lorrr-Rir (from C1:culationrl .............................. Gm, Wall Aru if High-Aiw thom CJlCUlJciOn¶) Oaqnd Glazing Aru (from Calcularlonr) Bark Clraing Araa 116#of Line 31f lowmsa or -of Lim4 if hiqhi sei........ At Aw A9 Am .................................. :-7*: i; 1: 1- uW4 33FE 18 .*. ................................................. 6 O.rucotlan of Airomoly fL Lrz d 7 I, 13 Btu/ (hr f?2 Of) Gl82tog UP1 I Btul (hr-frz OF) L/3M(T I5-rC)CCc3 Etul (hr*ftz.°C) UP3 WOll "w I uw2 !I "92 8 Btul lhr-ft2SoF) BW lhr.h:*°F) UW3 12 Btur (hr*hZ*OF) Btul Ihr.ftz.°F\ uc 1 Btul (hr-ftz.aFl uc2 15 Erul (hr*f?2*'fl Erul (hr-trz.of) Bcul lhr h2 *"FI c/31>c ,'%(J(- l&j lb=lJ(-. UIl 16 Uf2 17 PROPOSED SPACE HEATING SYSTEM (Chapter 7) ................................... Btulhr Btu/hr an 9uildinp Oeiiqn Howlv Wear Lori (from Form 21 Oar Fur- .............................................. 19 E1-w Roahanco Alo~ Elmric Resistance Life Cvcle Can (from Form 5) ................._............._.. ,LCC* 20 5 s ................... Low Life Cvcle Con of the Other Svasrni (from Form SI ,LCC- 21 Non-O~Imrble Enqv w/Ekmir Rosinmcs 8a&.Up Pcrccncmyt of Annual Hmt Lou Me1 by Non-Ocolnobh Energy ............................... ............. ............................... Source (from Caleulrtlon~i " _ 22 .% War( Pump wnh Eloctrk Awi~~anca Suoulwrrmtoq Haw Percemaqe of Annual Hear Lo¶¶ Mer ev Elmric Aewnncc PROPOSED WATER HEArlNG SYSTEM INFORMATlON (Chapter 8) .............................. ........ ................................ (from Calculation*) .............._ - 23 .L Elrnrc Rlsl-nn Abm ................................. Elemic Rninrnce Llfe Cvcla Con Ifram Farm 61 ,LCC, 24 - s ................... Lowest Llfn Cvcle Coa of the Othnr Svncmi (from Form 61 ,LCC- 2s f \ PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATlON (Chaprcr 9) ............................................................. Solar Life Cvcl. Con Ifram Form 71 OLCC, 26 s Nacural GJ~ Life Cveh Can Ifram Form 71 ................................... ................ pLcc,p 27 - 5 HOURLYANOANNUAL BUILDING HEAT LOSS RATE . Form 2 C 'L .-% documant at bon iutnor aatm HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All randrttonr Other Thmn tho Foll~inq 70°F - 57 OF - AT,, -1 3';s OF . T, horn Form 1 OF OF - For lnrulmted Floor Over Vented Unheated Souo. . . . . . . . . Lim 1 + 2. . AT,, For Uninrutaled Floor Ova Ventml Un9eored SDK. . . . . . Line 2 - S0F . . AYW3 2 3 -c W h'lmin a OF x 1.m . . . . . . . . Vanillition Rate tram tnlrui~llonr &Tw from Lana I Subt0t.l 7 HOURLYANDANNUAL BUILDING HEAT LOSS RATE Form 2 owner I '1, /* c HOURLY HEAT LOSS 33 OF 0 ESlGN TEMPE RATUA E 0 I F F ER ENCE For All h'andttiom Other Than tho fallow in^ 7oOF - '37 Of - AT,, -1 T, from form 1 For InSulMOd Floor Over Vmted Unhmted Soar.. . . . . . . , . Line 1 f 2. . 9 ATw2 For Unimuhced Floor Om Vmted Un%ened Spus. . . . . LiM 2 - Sof . . - ATw3 2 3 OF OF CONOUCflVE HEAT LOSS # U from Cdrm C?aml?q ATW mu. 4 w 1. or R from CICIW from from Subtotal 4 3OS;ZZ Btulhr ANNUAL HEAT LOSS HEAT TR APlS F E R CO E F F 1 Cl ENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 / Lin of Construction Components R 3. 4. 5. 6. 7. 8. Check one: -Wall Weight lbm/it2 Inside Surface Air Film Outsiea Surface Air Film ,Ceiling/ R oo f d loor Total Thermal Reristanw IRT) nertinq Overall Heat lander Coefficient (u) 0 Btul Ihr.hz.’Ft YEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Y owner prolect system type ‘*L fl documntrtlon author date Form 3 d8te List of Construction Components Sketch of Construction Arambly Check one: II Wall Weight a 1 b,/ft2 ,-Ceiling/Roof Floor I R 7. I 8. Inside Surface Air Film Outside Surface Air Film hutlnq ,17 hoatlnq hmtlnq t HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 owner I Ch0Ck.d by I project system type date 1 '"t A docunmntrtlon author date List of Construction Components R 8. Check one: ,-Wall Weight 1 b,/ft2 Inside Surface Air Film Outside Surface Air Film ,68 .r7 haatlnp ,2ei I i ng/ R oof ,-Floor Mating HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 - checked by owner project system type -=-LA documntatlon author date Sketch of Construction Auambly Check one: -Wall Weight 1 b,/ft2 .-Ceiling/Roof Floor List of Construction Components 4. 5. 6. 71 8. .. .. - . .~ . R rq*o ' Inside Surface Air Film Outside Surface Air Film Total Thermal Rosismnco (RT) tmatlnq -u- hbatlnq VRT, Overall Haat Transfer Coefficient (U) &- Btul (hr.ft2.OF) HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 I system typo -\ m docummtrtlon author data List of Construction Components Sketch of Construction Assembly Check one: ,-!6 wal I Weight h 1 b,/ft2 -ai I ing/R oof Floor 5. 6. 7. 8. Inside Surfaa Air Film Outside Surface Air Film Total Thermal Redstma (RT) R .17 hartlnp hartlnp ALTERNATIVE DESIGN SUMMARY Form 4 checked by owner projwt system type *\ CJ. documentation author date COOLED BUILDINGS WITH EXCESS GLAZING (Chapter 10) ............................................................................................ Daigmd Gluing Ara (from building plans) As1 Boic Gluing Arm (from Form 1 ) Ab9 2 Norrh.rlv Gluing A& (from building plans1 Ang 3 Gluing Am Udr Amguktkn T2Ol403(c1(4) ....................................................................... Line 1-2-3 - 4 ............................................................................................................ ......................................................................................... If Line 4 < 0, thm is compliance. Othmvise, complete Lines 5 and 6. SIudd Gluing Crdit ........................ .. .............. :...(Area of glazing meeting shaing requiranents, Aps) x 2 - 5 . Line 4-5 - 6 Arm of glrzing which must be tinted (If Line 6 < 0, tinted glazing is not required) PASSIVE SOLAR EXEMPTION (chapter io1 i Total Thermal Mla, Mt (from calculriorn) ................................................................................................... 7 &SIC ThWfllEl MOS, Mb .................... ft2 x 7.25 + ft2 x 2.25 = 8 . . fldor area of slab on grade ramatnlng floor arm Area of Special Glazing Meeting Mat Requirements, Agm ................................................ (Lina 7-8) f = 9 Aresof Spacial Glrzing Wing Shading Requirements. AgP (from calculationsl ........................................... 10 Area of spacial glazing exempted is the lesser of Lines 9 and 10. -5UGL ENVELOPE COMPONENT ADJUSTMENT (chaptar 5) Stm Design Hourly Her Loa (from Form 2) .................................................................................... qh Rop~sed Design Hourly Her LOYS (from Form 2). ................................................................................... q,, 14 15 If Lina 15 4 Line 14, there is compliance. NONDEPLETABLE ENERGY SOURCE CREDIT (Chapter 5) ................................................ Standard Design Annum1 Heat Loss (from Form 2 using Line 14 Ilbovel. a, 16 Proposed Design Annual Heat Loss (from Form 2 using Line 15 above1 ................................................ Qh 17 Annual Heat Lon Met by Nondepletable Energy Source (from calculationsl ............................................... 18 Annum1 Heat Loss Met by Depletable Energy Source .................................................................................. 19 If Lim 19 < Line 16. there is compliance. LIFE CYCLE COSf DEFICIT ABSORBED BY THE BUILDING ENVELOPE (Chapter 5) stlndmrd Dmign Hourly Hat Lon (from Form 21 .................................................................................... qh Hourly Hat Lor to bo Ab#- by tho Building Envdop. ~rorn~~oE 20 - Z) x 3413 Btu/kWh x- -5+s (j sLCC. S~~~IOW~ WLCC, wLCCiowe6t from Form 5 from Form 5 from Form 5 from Form 5 Table 7-1 Form I = 21 OF -d.yiyr x L-yrIkWh x 24 hrldry et00 from C from PW, from Aowndlx C Table 3-8 Table 7-3 Allowdab Hourly Hat Lor of Propod Daion ....................................................................... Line 20-21 = 22 ......................................................................................................... Ropond Ddgn Hourly Hut Lor qh 23- If Line 23 < Line 22. there is compliance. DATe // /A /Y/* ROBERT L. FLFFLRMAN J / 8TRUCTURAL ENGINEER mAM OIK40. CALIFORNIA PA- m 0 77 OA ROBERT L. FLFFLRMAN 8TRUCTURAL ENGINEER 2 IAN DIW. CALIFORNIA CAI. W \ FILE NO ROBERT L. FEFFLRMAN 8TAUCTURAL ENGINEER .AN DIKQO. CALICOIINIA tin CAII WO 3 b' ROBERT L. FLFFLRMAN CTRUCTURAL ENGINEER 8AN 01.00. CALICORNIA DAW CAI NO /y: p* /.= ROBERT L. FEFFLRMAN STRUCTURAL LNOINCLR .AM OISW. CALICORNIA DIT. CAM NO cf ROBERT L. FEFFLRMAN CTRUCTURAL ENOINCER .AM D1100. CALIFORNIA ROBERT 1. FLFFLRMAN t.r/ STRUCTURAL ENGINEER aAW OICQO. CALICOIIUIA CAI 110 -. Pz %? ROBERT L. FLFFLRMAN CILC NO CTRUCTURAL ENGINEER SAM 01.00. CALIP-MIA h 0 \z,''OcI2hL c '1 i 1 I I I * 2?r h33 pf6 f - ' ROBERT L. FEFFLRMAN ffRUCTURAL ENGINEER L)t 3 SAW OIKOO. CALIWNIA PI.. NO n JCm e fm = FILE NO L ROBERT L. FLFFLRMAN ITRUCTURAL ENOINCER 8AN OIKQO. CALICOIINIA OATS CAQK I(0 L/ ROBERT L. FLFFERMAN ROBERT I. FEFFLRMAN CTRUCTURAL ENGINEER ClLC No .AM DIRQO. CALIPORNIA P. CAO. NO L 'Y ROBERT L. FEFFLRMAN FILL NO, 8228 8TRUCTURAL ENGINEER SAM 01.00. CALIF-NIA tin - r'? I ROBERT 1. FLFFERMAN DAh 7 37J t fWpd ROBERT L. FLFFLRMAN CTRUCTURAL ENGINEER mAN DIK00. CALICOCINIA Oatc CAI. NO a 1 4 c7 ' Pbe 4 ROBERT L. FEFFLRMAN CTRUCTURAL LNGINLER c ILL No 8Pf *AM OlCQo. CALIFORNIA I- TI=* 2 ROBERT L. FEFCLRMAN 8TRUCTURAL LNGINILR FILL NO TZV @AN 01100. CALICORWIA FY mn e /- ' ISLC wo 82 27 ROBERT L. FLFFLRMAN 8TRUCTURAL ENGINEER .AM DtaOO. CALICO(INIA 01 A- // -.. DI PILE NO, 82"GB ROBERT L. FEFFLRMAN STRUCTURAL ENGINEER SAN DISQO. CALI-NIA PAOR NO A '/O Pl TlTL - STRUCTURES, INC. RO.BOX 2578 $MILLS PROJECT 18JUN82 1 HOUR FIRE RATING IjESlGW W T1 L= 29.56 FT 16.68 IN-TT WITH 2.68 1N.TPG. TT WIDTH= 96 IN. WT = 13198 # ARER 436 18 INERTIA 9416.48 13443.13 Yb 11 -31 12.94 F'c TT= 5606 TPG= 4~ea PSI TT COHPOSITE LOADS------- PSF----- KfLIN FT---- TT 56.6 - 44& TPG 30.0 -240 SIjL 20.8 - 160 LL 46.8 - 328 N/C 86.6 -688 'COMP 6.a - 0 -488 ULTIPlfiTE 216.4 1 - 732 16 -112 IN 278K STRAND STRAND CG = 6.25 IN FHOtl BOT-TT STRHIGHT, STRHND-NO HARPING CRIT. PT. IS AT CENTER OF SPAN ---- DESIGN flOMENTS<IN-KIPS)----- Ptu REG = 2268 riu CHP = 4041 PI N/'C = 898 M COMP = 627 tlu t4K.C REG! = 1258 Mu N/C CAP = 3355 1 .2Mcr = 2863 ---_-------- STKEqSES------------ EFFECT IUE STRESS- e CENTER LINE TOPP I NG 255 - PSI TOP TT 544 -PSI BOTTOPI TT 258. PSI RELEASE STRESS C! 25" FROM END TOP TT 26.PEiI BOTTOM TT 2683 -PSI RELEASE STRENGTH REG = 3338.PSI -------- CAMBERS~INCHES)--------- LOAD ERELEASE @ERECTION FINAL P/s; - 67 1.28 1.46 TT -.25 - - 46 -.55 E - 42 - 74 -87 TPG -.11 -.25 2 SDL P LL B -63 -62 - * 85 -. 14 -58 -49 -_ 18 +.39 ------ X (FT) - 75 2.68 2.46 4.52 7.38 9.83 12.29 14.75. 17.21 19.67 22.13 24.58 27-84 27.42 28.75 SHEAR vu <PSI > 133. 120. 116. 93. 47 - 23. . 6. 23. 47. 70 - 53 - 116. 126. 133. .--- 78. RHALYSIS--------- vc RVCSS' @ 1 <PSI> C@6"0/C) 256. -839 291. 9.890 149. - e39 126. .039 126 - 0 - 086 126. 6.860 126- 6 - 880 126 - 0 - 068 126. .039 145. * 039 291. 0.088 316 - 0.088 256 - - 839 316. 8 - ee0 126. e. et30 ULT - RERCT IONS/STEM ULT 12.77 12.77 CHUCA VISTA, CA. OF I , c ...._ ._ . *.. .. -- - . .. (I \a I I 1 !s h I' I/ h. 2- g-- h LI I@ II I1 Ei r: . a II -4- l- .. .- \ L I -1- I BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 5140 RUFFIN ROAD SAN DIEGO. CALIFORNIA 92123 August 23, 1982 PHILIP HENKING BENTON PRESIDENT - CIVIL ENGINEER TELEPHONE (714) S6S-lQBb City of CarIsbad Buildiqg hspection hpartmeqt 1200 Elm Avenue Carlsbad, California 92008 Attention: Mr . Carter Darnell Subiect: Project No. 82-8-13A Proposed f'ier Supported House bt 159 of Rancho Lo Costa South Uoit No. 1 Carlsbad, California Gentlemen: This is to present the results of the pier drilling inspection of the subiect property. On August 17, 1982 ten piers were drilled and inspected by our field engineer. The field observations were summarized on our standard ''Field &port" form, a copy of which was left at the site for pur field inspector doing the foundation inspections. The piers were numbered as described on our Field Report, which are the some numbers as shown on the calculations prepared by Mr. Rabert Fefferman, Structurul Engineer, dated &gust 9, 1982. Piers 9 and 10 were not included on the Foundation plan, but were drilled 10 feet and 20 feet, repsectively, south of Pier 8, on the Same easterly building line. The boring for Pier 2 'MIS drilled prior to the arrival of our field engineer and wo9 mistakenly drilled to only 17.0 feet, whereas, the plans indicate a depth of 19.0 feet. All other piers were drilled to the specified depths or deeper. The vertical capacity for each pier was determined by using one-sixth of the bearing copacity of the soil timer the contact area of the pier shaft and the surrounding undisturbed firm soils, as provided by the 1979 Edition of the Uniform Building Code, Section 2-i). In this instance, the bearing copacity of the natural soil was calculated lo be at least 2000 pounds per square foot as reported in our Preliminary Soils Report, dated March 3, 1968. The shear strength was taken as 333 pounds per square foot times the surface area of the pier below Ftll or loose and froctured top soils at eoch pier location. - Community Development File Review Form Please list below the project(s) for which File(s) you would like to review. 1)(1 Engineering Planning Building 2428 @qcpu\o2, ?\ Engineering Planning Building Engineering Planning Building I TWW G7FhC-l of UhI. G&m78 hei\owhV request toureview City of Carlsbad file(s) on the above named project(s) and agree to return the file(s) with all documents in the order and condition in which they were presented to me. Y Signature ADDRESS: 4% 3 sf, CITY: s 0. TELEPHONE: 6% 8s / TIME IN: Q: 20 3,- TIME OUT: I have reviewed subject City of Carlsbad file(s) on the project(s) listed above and have returned the file(s) with all documents in the order and condition in which they were presented to me. gignature Printed Name ms 412 CP 34 CP 35 CP aao d2 File Use Authorization: By: 7/88 , WRITE IT - DON’T SAY IT! Date ( 19 To 0 Reply Wanted From UNO Reply Necessary PRlNTCD IN U%i* TRIADIM Marketing Communicntionr 2131 Pelomar Airport Ild. Suite 312 Carlsbad, CA 92009 Tel: 619.43 1.51 2 1 Fnx: 619.93 I .b5l6 EN SI0 William Principal CJ NAL K. Handel Mr. David Hauser City Engineer City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Dear David: . A K, HANDEL ANCHO LA COSTA, CALIFORNIA 92009 September 20, 1990 SEP 2 1 1990 # " In reference to your letter of June 22, 1990 and a copy of the minutes of July 16, 1990, copies of which are enclosed, please be advised that I have engaged Shepardson Engineering Associates, of 5810A El Camino Real, Carlsbad, CA., 92008 on August 3, 1990. Mr. E. David Colbaugh, G.E., Senior Engineer at Shepardson is my contact. If you have any questions, please contact him at 931-9991. Please acknowledge receipt and understanding of this letter by return Certified Mail at your earliest convenience. , David !1 wants :cording :equired have to at 2428 stability 61. MINUTES GRADING VIOLATION - 2428 BADAJOZ 2075 LAS PALMAS - OFFICE July 16, 1990 ATTENDEES: Bill Handel - Homeowners 2428 Badajoz, Shem Howard, David Hauser, Engineering Department. Meeting was called order at 8:30 Understanding 1. The City will place notice of grading violation on property because Handel wants to wait to grade with Saraiya (La Coruna Project - MS 822). The IRS (according to Handel) owns the other 1/2 of property and the property may be sold. 2. Mr. Handel must prepare Soils Report with recommendations for mitigation required by September 30, 1990. 3. If Rohit Saraiya wants to move ahead with his project, La Coruna, he will have to supply soils report with recommendations to mitigate slope problems at 2428 Badajoz. If he wants to construct, he will also have to mitigate any slope stability requirements. * If any discrepancies or error are noted, contact the minutes originator at 438-1161. Respectfully submitted, Ct-ULii &mt& SHERRI HOWARD Associate Engineer C: Attendees Rohi t Saraiya Building File 2428 Badajoz Engineering File MS 822 DATE PROJECT NUM13ER( m5 w -75 fi FO It I1 ISCLJ: ;SI 0 N, SEE AI"TAC1-l ED SI-IEE'I'. WRITE IT- DON'T SAY IT! AIGNER FORM NO. 55-032 ._ PRINTED IN USA -. Carlsbad June 22, 1990 Fredric & Vernette Mills 2428 Badajoz Place #A Carlsbad, CA 92009 GRADING VIOLATION - 2428 BADAJOZ PLACE It has come to the attention of the City Engineer that a grading violation may have occurred on your property. The grading plan available for La Costa South Unit No. 1 DWG No. 168-10A exhibits a cut at elevation 200 on the western property line and 222 on the southern property line. The grading day lights along this line. No manufactured slopes are approved on this property. The existing manufactured slopes on the property are greater than 2:l. The grading substantially increased the buildable portion of the lot. A grading violation will be recorded on your property on July 13 unless it can be proven that the grading was done in accordance with an approved grading permit. If the grading was not done legally then the property owner must prepare appropriate grading plans and soils reports, pay grading plancheck and permit fees and do any remedial grading necessary to stabilize the slope and comply with all City ordinances. If you have any questions regarding this violation, contact Sherri Howard at 438-1161 extension 4427. aQuel.f-b-d SHEW L. HOWARD Associate Civil Engineer SLH:rz 2075 Las Palmas Drive - Carlsbad, California 92009-4859 - (619) 438-1 161 .. - ... . . . . . . .-. . .. .. ~ .___ -.. 5'. LEVANTE ST BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 5540 RUFFIN ROAD SAN nlEGO, CALIFORNIA 92123 August 16, 1982 City of Carisbod Building Inspection Deportment 1200 Elm Street Carfsbad, California 92008 At tent ion : Mr. Carter Damell Su bl ec t : Project No. 82-8-13A Proposed Pier Supported House Lot 159 of Rancho La Costa South hit No. 1 Carlsbd, California Gentlemen: TELEPHONE I 714) 565-1855 Please be advised that we have reviewed the foundation plans prepared by Mr. Stephen G. Davis, AIA, dated June 17, 1982 for the subject property. Although we have not as yet inspected the site, we tentatively see no reason that a building permit should not be issued at this time. We have made arrangements to visit the site as soon as the piers are being drilled. We will inspect and possibly obtain undisturbed soil samples for laboratory tests if critical soils or conditions are encountered that were not investigated during the preparation of our Preliminary Soils Report dated March 8, 1968. It appears that the piers have been designed for end bearing. We have advised Mr, Larry Lanquish, Mr. Fred Mills, and Mr. Stephen Davis that it will be necessary to clean out the bottoms prior to placing the reinforcing and pouring the concrete. As an alternative to end bearing, we suggest using the sheor strength of the soil along the perimeter of the shaft. This will alleviate the need for cleanwt ai the bottom. If this procedure is used, precautions must be taken to protect the soil around the pier from eroding. Or, it may be easier to extend the depth of the pier to an elevation where the slope is less subject to erosion. Following our inspection of the site, and possible testing of the soils surrounding the piers, we will be able to determine if the depths are sufficient, and if not, how much deeper the piers City of Carlsbad Project No. 82-8-13A -2- August 16, 1982 must be drilled to develop the required strength. Thqse findings and recommendations will be sent to you and the architect in a report as soon as they are known. Respectfully submitted, ENTON ENGINEERING, INC. /l n n rr-) RCE No. 21780 Reviewed by Civil Engineer RCE No. 10332 Distribution: (2) Addressee (1) Mr. Stephen G. Davis (I) Mr, Fred Mills EENTON ENGINEERING, INC. -4 --- ?.77-. - ?? 1 ..-ALA ,$ 7 JJL I c.9991 Professional Service Industries, Inc. American Engineering Division ALPBOHBE N. VIRGIL10 City of Carlsbad, Engineering Dept. 2075 Las Palmas Drive Carlsbad, Ca 92009-4859 BUBJECT: EXIBTING BLOPE REVIEW PROJECT: HANDEL RESIDENCE 2428 BADAJOB COURT CARLSBAD, CALIFORNIA Gentlemen$ This letter has been prepared in response to your request at our site meeting of June 28, 1991. A visual review of the existihg slope conditions at the above referrenced site was made by Stetfen Bradley and Richard Kushner of PSI American Engineering, Alphohae Virgilio from the City of Carlsbad, and Mr. Hendel the ownet. The site and slope review included a brief inspection of the interior walls and foundation, the exterior improvements, and Stltficidl slope conditions. The slope evaluated is located on the horth atld east side of the two story, two unit residence. The structure is located at the top of a north-easterly sloping ridge, with access to the residence on the upper level. As observed during our site review the residence was appatehtiy constructed utilizing standard cut and fill grading techniques. The slbpe evaluated is evidently a fill slope composed of fine sand and silty materials. The slope had a maximum verticle height of- approximately 25 feet with an estimated over-all slope Lath of-. 1.75 to 2.0 to 1.0 (horizontal to verticle). It is our Under- standing that the building pad and slope was constructed appfox- imately 6 years ago, with the addition of a concrete drainage swale in the upper portion of the slope 2 to 3 years ago. The swale dnd bench is approxirnetely 3 to 4 feet wide and drains to the north and west. Based upon our cursory evaluation of the above referrenced structure and adjacent slope there is no indication of distress or instability of the structures foundation. A detailed subsurface investigation would be required to confirm our opinion, hotretrer such an in-depth evaluation was beyond the scope of Selviccis intended. There were several indications and observed conditions of surficial slope instability noted. Settlement and l.ht$rdl movement of the exterior sidewalks and the concretedraifiage sWile; and deep erosion of the slope face was observed. These cohditiohs are common in slopes where over-steepening of cohesionl&sG fill materials has taken place. 7940 Arjons Drive, Suite A San Diego, CA 92126 e Phone: 619/695-3730 FAX: 619i695-6712 ALPHONSE N. VIRGIL10 HANDEL RESIDENCE PAGE 2 . JULY 5, 1991 Some local slope areas were observed with 1.0 to 1.0 (horizontal to verticle) slope ratios. This increase in the slope ratio is most likely due to the addition of the drainage swale without proper extension of the toe of the slope. In summary there was no indication of gross structural or slope instability at the time of our site evaluation. However, should the existing surficial slope instability progress unchecked, the potential for future structural distress will increase. It is further recommended that the drainage swale be kept clear of debris to prevent blockage and overspilling down the slope face. There are numerous options the homeowner may choose from in order to .properly stabilize the slopes. We would welcome the opportunity to assist the owner in developing measures for mitigation of the existing slope conditions. Sincerely, ICE INDUSTRIES, INC. American igg Division ‘Rick Gi Kushner, P.E. Senior Division Manager Stsven Bradley, C-5 Division Manager Geotechnical Services .- SNB/wlw:sbOl MINUTES GRADING VIOLATION - 2428 BADAJOZ 2075 LAS PALMAS - OFFICE July 16, 1990 8:30 - 9:15 ATTENDEES: Bill Handel - Homeowners 2428 Badajoz, Sheni Howard, David Hauser, Engineering Department. Meeting was called order at 8:30 Understanding 1. The City will place notice of grading violation on property because Handel wants to wait to grade with Saraiya (La Coruna Project - MS 822). The IRS (according to Handel) owns the other 1/2 of property and the property may be sold. 2. Mr. Handel must prepare Soils Report with recommendations for mitigation required by September 30, 1990. 3. If Rohit Saraiya wants to move ahead with his project, La Coruna, he will have to supply soils report with recommendations to mitigate slope problems at 2428 Badajoz. If he wants to construct, he will also have to mitigate any slope stability requirements. If any discrepancies or error are noted, contact the minutes originator at 438-1161. RespectEully submitted, w --thmLib SHEW HOWARD Associate Engineer C: Attendees Rohit Saraiya Building File 2428 Badajoz Engineering File MS 822 m5 @Z'L '.I,. ~COfW~. TR IbD I ME N SI ONAL Marktling Comniunicatmns . 2131 Pslomar Airport Rd. Suite 312 Carlsbad, CA 92009 Tel: 619.431.5121 Fax: 61 9.93 1.65 I6 n K. HANDEL wi'liam K' ".%lde' P ri ac i p a I ANCHO LA COSTA, CALIFORNIA 92M)Q September 20, 1990 Mr. David Hauser City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 ~~- -R>u d ~1j71~qq.. . .d. City Engineer L.! I SEP 21 1990 GlsTV OF lf:&~:."~jfj~\~ EN6 1 p.3 E[ :{; :EG E ;?]'w EF\IP Dear David: In reference to your letter of June 22, 1990 and a copy of the minutes of July 16, 1990, copies of which are enclosed, please be advised that I have engaged Shepardson Engineering Associates, of 5810A El Camino Real, Carlsbad, CA., 92008 on August 3, 1990. Mr. E. David Colbaugh, G.E., Senior Engineer at Shepardson is my contact. If you have any questions, please contact him at 931-9991. Please acknowledge receipt and understanding of this letter by return Certified Mail at your earliest convenience. , David !1 wants :cording :equired have to 3t 2428 stability F/ Le CONFERENCE REPORT PROJECT NUM13E PROJEC‘I‘ ’l’I’l*L,l~ FOLLOW-UP REQUIRED WRITE IT- DON’T SAY IT! AIGNER FORM NO. 55-032 PRINTED IN USA City of Carlsbad MISCELLANEOUS ' 1200 ELM, CARL~BAD, CA 92008 TEL. (714) 438-5525 R ECEl PT Address State Lic. S. Classif. ASSESSORS PARCEL NO DESCRIPTION OF WORK ~, ,,,I -t."t t -.. 0 VALUATION 2 L-/ .; i,;'g[.> I 0 DEMOLITION HOUSE MOVING 0 PARKS AND RECREATION FEE [7 PUBLIC FACILITIES FEE 0 SCHOOL FEE - DISTRICT [7 Carlsbad fl Encinitas 0 San Diego 0 San Marcos n o 0 r-l n n I 7 r TOTALFEE S,., .' ,. 'WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY. COMMENTS White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor -. CITY OF CARLSBAD ENGl N E E R I NG DEPARTMENT 729-1181 EXT. 34 03404 NO. PERMIT FOR WORK ON CITY RIGHmF WAY . 74-Ya FOR APPLICANT TO FILL IN BUILDING CITY -- STATE LIC. NO. CITY LIC. NO. Emergency TEL. NO. I I STARTING OAT€ EST. DATE OF COMPLETION I hereby acknowledge that I have read this application and state that the information given is correct. I agree to comply with all appllcable City Ordinances and State Laws and with the requirements of this permit. AUTHORIZED AGENT ENDORSEMENT OF COMPLIANCE I have examined this ap$lication and have found that it complies with a11 requirements of the CarlsbaCLenvConmental protection PERMITTEE CALL CITY ENGINEERING DEPARTMENT FOR INSPECTIONS CHECKED BELOW: 24 Hours Notice Required. INSPECTOR DATE 0 EXCAVATION nOORMS 0 BACKFILL 0 PAVEMENT 0 PRIOR TO BACKFILL WRIOR TO CURB CUT SPECIAL CONDITIONS (AI ALL WORK MUST CONFORM TO REOUIREMENTS OF CITY OF CARLSBAD STANDARDS, PLANS AND A.P.W.A. SPEC1 FICATIONS. (6) INTERFERENCE WITH TRAFFIC MUST BE KEPT TO A MINIMUM. (CI PERMIT EXPIRES SIX (61 MONTHS FROM DATE OF ISSUANCE UNLESS EXTENDED BY CITY ENGINEER. (0) OTHER PERMIT FEE s TOTAL $ L APPROVAL FOR RELEASE INSPECTOR'S SIGNATURE DATE COPIES: BLUE-OFFICE YELLOW-IN SPEC TO^ GREEN-FINANCE PINKPERMITTEE MANILA CARD MUST BE POSTED ON JOB 8 I 3 3 5 '< n -?J f P-, c a 3 CL d City of Carlsbad June 22, 1990 Fredric & Vernette Mills 2428 Badajoz Place #A Carlsbad, CA 92009 GRADING VIOLATION - 2428 BADAJOZ PLACE It has come to the attention of the City Engineer that a grading violation may have occurred on your property. The grading plan available for La Costa South Unit No. 1 DWG No. 168-1OA exhibits a cut at elevation 200 on the western property line and 222 on the southern property line. The grading day lights along this line. No manufactured slopes are approved on this property. The existing manufactured slopes on the property are greater than 2:l. The grading substantially increased the buildable portion of the lot. A grading violation will be recorded on your property on July 13 unless it can be proven that the grading was done in accordance with an approved grading pennit. If the grading wasBnot done legally then the property owner must prepare appropriate grading plans and soils reports, pay grading plancheck and permit fees and do any remedial grading necessary to stabilize the slope and comply with all City ordinances. If you have any questions renardin2 this violation, contact Sherri Howard at 438-1161 extension 4427. z3JLULe(.*d SHERRI L. HOWARD Associate Civil Engineer SLH:rz 2075 Las Palmas Drive City of Carlsbad June 22, 1990 William & Margret Handel 2428 Badajoz Place #B Carlsbad, CA 92009 GRADING VIOLATION - 2428 BADAJOZ PLACE It has come to the attention of the City Engineer that a grading violation may have occurred on your property. The grading plan available for La Costa South Unit No. 1 DWG No. 168-10A exhibits a cut at elevation 200 on the western property line and 222 on the southern property line. The grading day lights along this line. No manufactured slopes are approved on this property. The existing manufactured slopes on the property are greater than 2:l. The grading substantially increased the buildable portion of the lot. A grading violation will be recorded on your property on July 13 unless it can be proven that the grading was done in accordance with an approved grading permit. If the grading was npt done legally then the property owner must prepare appropriate grading plans and soils reports, pay grading plancheck and permit fees and do any remedial grading necessary to stabilize the slope and comply with all City ordinances. If you have any questions regarding this violation, contact Sherri Howard at 438-1161 extension 4427. skAAd-+b=$! SHEW L. HOWARD Associate Civil Engineer SLH:rz 2075 Las Palmas Drive Carlsbad, California 92009-4859 - (619) 438-1 161 I SENDER: Complete items 1 and 2 when additional services are desired. and complete items I I. 3 and 4. I I -- - Put your address in the "RETURN TO" Space on the reverse side. Failure to do this will prevent this card from being returned to you. The return receipt fee will provide vou the name of the Derson delivered €0 ana the date of delive . For adaonal fees the following services are available. Consult postmaster for fees an c ec x es or additional service(s1 requested. i 1. Skot io $0, delivered, date, and addressee's address. 2. 0 Restricted Delivery (Extra chorgr) (Ertm charge) . -3. Article Addressed to: I 4. Article Number William E Margaret Handel 2425 ,%dajoz Place #B Carlsbad, CA 92009 P 664 898 536 Tv~e of Service: I a Registered 0 insured Certified COD !I I Always obtain signature of addressee 1 // or agent and DATE DELIVERED. 8. Addressee's Address (ONLY if requested and fee paid) I T. Signature - Agent/ // I Ix I IC I 1 ] PS For; 381 1, Apr. 1989 DOMESltC RETURN RECEtPT L J 3lI>IBD J'fi g.4L-y LEUCAOIA COUNTY WATER DISTRICT 4 Y APPLICATION FOR SEWER SERVICE Owner's Narrie Steve Leonard Elailing Address 1 Pho3e. 33591 Brigantine 4 .F/ 1 d r Assessor's Parcel No. 216-190-53 .pw I NO. 661-0793 a Lggyna Niquel , CA 92677 1 P. --e r3 .. . r- A:, .Service Address: y3W -7 PI- Tract Description: lot 159, South X1 A* - \ Type of Building duplex No. Units 2 / A?- - (pre-pd GI' . - 8" - Saddle - Easement Connection - Lateral Size: 4" I Extra Footage: - @$ Extra Depth: e$ e2zwzo Lateral Fee Prorated Sewer Service Fee Tota 1 aacna3 - ~- 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 connectSon 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'% 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 r TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT W~LL BE CONSIDEREG 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 comnences 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. ~ REOUEST TO INSPECT FILES DATE: t,--/4-939 DEPT: BLDG: ,'XI ENG: PLNG: CASE NAME: FZ.-a9 CASE MBER: 24Zf I gh request to review city of Carlsbad file on the above named projecl and agree t return the file with all documents in the order and condition in which they were presented to me. Signature COMPANY: TIME IN: TIME OUT: I have reviewed subject City of Carlsbad file on the project listed above and have returned the file with all documents in the order and condition in which they are presented to me. 4 SignKure . NAME OF PERSON RETRIEVING FILE: Lhq NAME OF PERSON ACCEPTING RETURNED FILE: 9&-. RIF.FRM APPENDIX F Form '1 I SITE tN FORMAT ION Hrocing Oegraa Oav (from Aaoendir C1 .--~...-l...-UI.-......--.-.-..I--... HOO Ourrldo Design Trmpctature (fram Aaaondir C or Awendir GI ---..- Taw PROPOSED 8 U I LD I NG ENVELOPE INFORMATION Cmr Fbor Arm it Low-Rb tfrorn C1:culnionsl ....I..-............u_UI..-.... Gmr WoII Aru if High-Riw lfrom Calculo~ions~ ..-....-...... .."..-........... 0aqn.d Cluing I\ru Ifram Calculations) ...............-...u -................ hie GIuim An8 {16Kof Line 3 if low-rise or 40% of Line 4 if hiqlwi d....... At A, Am .... ...... A9 Oeurcntlon of Assomoly Gl82lng C-Lr?, 5 \\r=LE %1 u93 Wall STUCc(3 "w1 COlC 'mt wj (MI) uw2 uw3 4874 uc 1 "e2 Uf I Uft PROeOSED SPACE HEATING SYSTEM (Chapter 7) 0.r Furnua .................................. Qn Building Oeiqn Hourly Hem Lon (from Form 2) .- Maximum Allowed Bonnet Cawcttv. 1x11 Llno 1s ......................... .................. .. EImw Rmmonco AIOM Eloetrtc Rnrinance Life Cvcle Can (from Form 5). ................ .. ............. ".. ,LCC. 18 .e, Btulhr 19 Btuikr 20 5 Lowest Life Cvcle Cost of thn 0th- Svnrmr (from Form 51 ................... Percencoqe of Annual Wmt Lou Mn bv Non.Oeoletabla Energy ,LCC- 21 3 Nsn-O.pl.rrblo Enqv wlEkmu Aeststancm Badt-Up Source (from Caicurrtlonrl ............................................................................. 22 % Mort Pumm wnh Elmric Aaiuam Suouhmmt~ Ha- Pcreemrqe of Annul Weat Lors Met bv Elmrlc Atwmnce PROPOSED WATER HEA rING SYSTEM INFORMATION (Chamer 81 (from Calculation-1 .................................................................................... 23 .6 Elmc R~NM. Ab- Elsnrtc Amnancr Ltfe Cvclr Con (from Form 6) ................................. ,LCC, Lowaa Ltfe Cvcir Con of the Other Svnems (from Form 61 24 - 0 f ................... WLCC- 25 \ PROPOSED SWIMMING POOL HEATING SYSTEM fNFORMATlON (Chaptw 9) btw Life Cvefa Con (from Firm :I ............................................................... .LCC, Norural Gas Lifr Cveh Con (from Farm 71 ..................................................... OLCt,9 i6 27 - S S