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Home My WebLink About2428 BADAJOZ PL; B; 82-219; PermitDECLARATIONS ,, LENDER WORKER'S COMPENSATION OWNERlBUlLDER CONTRACTOR ri I II 1- f .( 4 C 'L G 2 n 2 u P c IT U I x nt ; 2 v: v 0 - in 3; ki Y White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor- Pink - Applicant Gold - Temporary File r I n rn - r- E m D r 51 t i T T L c I i -r r I I I h I! DECLARATIONS OWNERlBUlLDER CONTRACTOR I1 1- LENDER WORKER'S COMPENSATION -1 <I IIT 1' rn r rn 2 2 0 D r i 0 4 P r =I D rl -- rr n 21 -1 D m D D 5 U rn n ~ -- I tt '! C 3 - cn v, c rn i 31 2' 3 r E -- r 0 White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor \, Pink - Applicant Gold - Temporary I To: FIRE, PLANNING, FINAL INSP Type of Construction Person to Contact Ph. No. 4 . I N S P E C T I 0 N R E Q U E S T CORRECTION NOTICE CITY OF CARLSBAD -- BUILDING INSPECTION DEPARTMENT TIME: P?&.&/?J I NSP E CTO R PHONE - 438-5525 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REINFORCING STEEL ui" MASONRY GROUT - GUNITE @ d$i'' SH E ATH I N G FRAME EXTERIOR LATH ~Jfi I NSU LAT I ON INTERIOR LATH OR DRYWALL UNDERGROUND P dKG UNDERGROUND WATER ROUGHT PLUMBING TOP OUT PLUMBING SEWER AND PL/CO TUB OR SHOWER PAN GAS TEST WATER HEATER FLOOR AND CEILING FR.8 P L U M B I NwA Qd &iC ELECTRICAL TEMPO R A R Y S E R V I C E E LECTR IC UN DER G ROUND ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE UPPER GROUND G.F.I. SMOKE DETECTOR MISCELLANEOUS PLENUM AND DUCTS COMBUSTION AIR CONDITIONED AIR SYSTEMS SOLAR GRADING PO0 L PATIO SIGN OTHER Note: Final lnspection,Required 24249 8dd@!oz DATE: 2 - t8- 8.3 -QUEST FOR INSPECTION RECORD I TIME: INSPECTOR PERMIT NO. DATE: I - 7 (BUILDING 3 \ 1 . - n FOUNDATION n REINFORCING STEEL n MASONRY n GROUT - GUNITE I SHEATHING o ROOF SHEAR ri FLOOR AND CEILING SUB FRAME 1 FRAME 1 EXTERIOR LATH J INSULATION 1 INTERIOR LATH OR DRYWALL FINAL \ PLUM BIN G 1 IJ UNDERGROUND PLUMBING 1 n SEWER AND PLKO 1 TOP OUT PLUMBING 1 TUB OR SHOWER PAN i7 GASTEST ri WATER HEATER 0 SOLARWATER n FINAL / i ELECTRICAL 7 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC C POOL BONDING E ELECTRIC SERVICE 0 FINAL 3-17 @ J3 MISCELLANEOUS ~~ 0 CONDITIONED AIR SYSTEMS POOL 0 SPA 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS t I - Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday YThursday 0 Friday 0 A.M. 0 P.M. /\ Cltp of dsrlsbab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO DATE: / - LCP-23 ADDRESS yz 5- - OWNER 4 REQUESTED BY PHONE NO. a3 - Sv-dd 0- PERSON;CAXTNG-R-E~RT;\ BUILDING r FOUNDATION r REINFORCING STEEL C MASONRY 4, [7 GROUT - GUNITE C FLOOR AND CEILING SUB FRAME n SHEATHING 0 ROOF 0 SHEAR n FRAME 3 EXTERIOR LATH 3 INSULATION 7 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING n UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING n TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 3 SOLARWATER 0 FINAL L Y -. EMPORARY SERVICE --fpv” n UFFER GROUND 0 ELECTRIC UNDERGROUND U ROUGH ELECTRIC 0 POOL BONDING /-z$-f3 n ELECTRIC SERVICE ~~~ MISCELLANEOUS 7 CONDITIONED AIR SYSTEMS 3 SOLARHEAT CI PATIO n POOL SPA n SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS wt-2- Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday C Thursday ’ 0 Friday 0 A.M. P.M. I __l__ ._ - - REQUEST FOR INSPECTION RECORD 5 0 FOUNDA n REINFORCING STEEL n GROUT - GUNITE 0 MASONRY n FLOOR AND CEILING SUB FRAME 0 SHEATHING ROOF I? SHEAR FRAME A EXTERIOR LATH 0 INSULATION n INTERIOR LATH OR DRYWALL n FINAL UND- BlNG 1 TOP OUT PLUMBING 7 TUB OR SHOWER PAN 17 GASTEST n WATER HEATER 0 SOLARWATER 0 FINAL n UFFER GROUND ELECTRIC UNDERGROUND OUGH ELECTRIC J /& -3- 0 POOL BONDING @ 0 ELECTRIC SERVICE 0 FINAL n + MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT n PATIO 7 POOL 7 SPA I7 SIGN GRADING 0 DRIVEWAY 0 FINAL r/ SPECIAL INSTRUCTIONS Ready 4-im-&rHd* For Inspectio(l Monday P Tuesday i/ 0 Wednesday 0 A.M. 0 P.M. . ___ Citp of UCarls'bab REQUEST FOR INSPECTION RECORD -*-- TIM E: INSPECTOR 1 1. %%% PERMIT NO. DATE: PERSON TAKING REPORT BUILDING 7 FOUNDATION 1 REINFORCING STEEL n MASONRY ri FLOOR AND CEILING SUB FRAME r SHEATHING 7 ROOF u SHEAR L 1 GROUT - GUNITE I FRAME I1 EXTERIOR LATH [1 INSULATION r- INTERIOR LATH OR DRYWALL r FINAL PLUM BI NG I 1 UNDERGROUND PLUMBING I1 SEWER AND PLlCO I1 TOP OUT PLUMBING 7 TUB OR SHOWER PAN 7 GASTEST 1 WATER HEATER 1 SOLARWATER 1 FINAL 'L ELECTRICAL TEMPORARY SERVICE n ELECTRIC UNDERGROUND 0 UFFER GROUND 0 ROUGH ELECTRIC 0 POOL BONDING MISCELLANEOUS ~~~~ ~ ~ 1 CONDITIONED AIR SYSTEMS 3 SOLAR HEAT 0 PATIO ri POOL SPA SIGN C GRADING DRIVEWAY n FINAL -7- * [k' w b. *'I '1 *7 SPEC I AL I NSTRUCT IO N S Ready For Inspection: 0 Monday )bTuesday 0 Wednesday C Thursday 0 Friday A.M. P.M. L -. Citp of Carls'bab REQUEST FOR INSPECTION RECORD TIMF. . . . . . -. - c REINFORCING STEELJ U n MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 17 SHEAR 0 FRAME 0 EXTERIOR LATH LI INSULATION n INTERIOR LATH OR DRYWALL n FINAL PLUMBING 1 UNDERGROUND PLUMBING 3 SEWER AND PLlCO 0 TOP OUT PLUMBING c! TUB OR SHOWER PAN C GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE rl UFFER GROUND C ELECTRIC UNDERGROUND n ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL /&& puo7/A/c/u$R MPPL. &t4 pafdk 70 /N.M ~~~~o/~~ - ~P;.SCP /&eA sce/r,u 7~ 'M I sc E L LA N EOUS r CONDITIONED AIR SYSTEM~V...P [7 SOLARHEAT 0 PATIO 0 POOL 0 SPA El SIGN 0 GRADING n DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS 0 Monday 0 Tuesday n Wednesday .c>/ Thursday C Friday I_ - &itp of aarI$bab REQUEST FOR INSPECTION RECORD BUI LDl NG r! FOUNDATION REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE fl FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR rl FRAME EXTERIOR LATH )iQ n INSULATION ZLF:rR LATH OR DRYWALL PLUMBING -1 UNDERGROUND PLUMBING L7 SEWER AND PLlCO iI TOP OUT PLUMBING n TUB OR SHOWER PAN n GASTEST U WATER HEATER 0 SOLARWATER 0 FINAL PERSON TAKING REPORT I ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 3 ROUGH ELECTRIC El POOL BONDING 0 ELECTRIC SERVICE * /Z-/d--BZ 0 FINAL n MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT C PATIO 0 POOL 0 SPA 0 SIGN GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCT10 -J Friday PThursday - - Ready For In peen: 0 Monday 0 Tuesday C Wednesday 0 A.M. $P.M. __ __ Cltp of darI&bab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR DATE: L- 3 - 3- BUILDING cl FOUNDATION 0 REINFORCING STEEL r MASONRY n FLOOR AND CEILING SUB FRAME n SHEATHING c ROOF SHEAR n FRAME il GROUT - GUNITE 0 EXTERIOR LATH 7 INSULATION n INTERIOR LATH OR DRYWALL r FINAL PLUMBING :I UNDERGROUND PLUMBING L7 SEWER AND PLlCO OP OUT PLUMBING~ @ TUB OR SHOWER PAN 0 GASTEST n WATER HEATER n SOLARWATER 0 FINAL ELECTRICAL ‘J C TEMPORARY SERVICE C UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 3 ELECTRIC SERVICE /zf*jp 0 FINAL MISCELLANEOUS 3 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO U POOL C SPA n SIGN 0 GRADING 0 DRIVEWAY 0 FINAL Q SPECIAL INSTRUCTIONS ___ Ready For Inspection:Jj( Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday &A.M. P.M. ’ -__ _^I ~ -- _I_ - - __ ____I __ ___- ai tp of CarIs'bab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR OWNER ADDRES REQUES BUILDING [I FOUNDATION n REINFORCING STEEL 1 MASONRY 7 GROUT. GUNITE n FLOOR AND CEILING SUB FRAME n FRAME n EXTERIOR LATH r INTERIOR LATH OR DRYWALL r FINAL n SHEATHING 0 ROOF SHEAR U INSULATION PLUMBING 1 UNDERGROUND PLUMBING n SEWER AND PLKO 0 TOP OUT PLUMBING C TUB OR SHOWER PAN r GAS TEST r SOLAR WATER 0 WATER HEATER 0 FINAL PERSON TAKING REPORT ELECTRICAL 0 TEMPORARY SERVICE fl UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL /B -21- a MISCELLANEOUS n CONDITIONED AIR SYSTEMS 0 SOLAR HEAT PATIO n POOL n SPA U SIGN 0 GRADING 0 DRIVEWAY !I FINAL SPECIAL INSTRUCTIONS / / .- For Inspection: 0 Monday 0 Tuesday 0 Friday .M. 0 P.M. . . ._ " Citp of Car REQUEST FOR INSPECTION RECOF 3bab tD TIME: INSPECTOR ## RERMITNO. OWNER ADDRESS %$z REQUESTED BY PERSON TAKING REPORT BUI LDl NG FOUNDATION YIL:::ING STEEL \ \ C GROUT - GUNITE C FLOOR AND CEILING SUB FRAME C SHEATHING 0 ROOF P SHEAR i! FRAME EXTERIOR LATH 0 INSULATION n INTERIOR LATH OR DRYWALL n FINAL PLUMBING LI UNDERGROUND PLUMBING r! SEWER AND PLlCO ir TOP OUT PLUMBING P TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRIC A L n TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC zi POOL BONDING 7 ELECTRIC SERVICE /&-/#-fA 3 FINAL MISCELLANEOUS n CONDITIONED AIR SYSTEMS C SOLARHEAT E PATIO n POOL SPA 0 SIGN 0 GRADING 0 DRIVEWAY 7 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday $,Thursday 0 Friday VAM. 0 P.M. ai tp of aarls’bab REQUEST FOR INSPECTION RECORD . PERSON TAKING REPORT (,fl BUILDING r REINFORCING STEEL C FOUNDATION n MASONRY U GROUT - GUNITE U FLOOR AND CEILING SUE FRAME n SHEATHING ROOF SHEAR 0 FRAME U EXTERIOR LATH I1 INSULATION n INTERIOR LATH OR DRYWALL n FINAL PLUMBING r: UNDERGROUND PLUMBING K SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST El WATER HEATER 0 SOLARWATER 0 FINAL ~~ ELECTRICAL 0 TEMPORARY SERVICE L7 UFFER GROUND 0 ELECTRIC UNDERGROUND C ROUGH ELECTRIC POOL BONDING MISCELLANEOUS U CONDITIONED AIR SYSTEMS Ll SOLARHEAT 0 PATIO 7 POOL 3 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS h t ---- Inspection: 0 Monday 0 Tuesday 0 Wednesday c! Thursday 0 Friday .M. 0 P.M. . . I __ QCitp of CarIs'bab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE: lom~5'8% OWNER REQUESTED BY fly <o dP&x PHONE NO. ADDRESS BADAM5 BUI LDl NG FOUNDATION 6~ OAFAGE n REINFORCING STEEL 7 MASONRY 7 GROUT - GUNITE n FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 1 FRAME ;1 EXTERIOR LATH [I INSULATION IJ INTERIOR LATH OR DRYWALL n FINAL PLUM BIN G n UNDERGROUND PLUMBING n SEWER AND PLKO ri TUB OR SHOWER PAN 0 TOP OUT PLUMBING 3 GASTEST I7 WATER HEATER 7 SOLARWATER 7 FINAL PERSON TAKING REPORT J#l- ELECTRICAL 0 TEMPORARY SERVICE UFFER GROUND 7 El ELECTRIC UNDERGROUND n ROUGH ELECTRIC dk 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL MISCELLANEOUS n CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO r POOL C SPA E SIGN n GRADING n DRIVEWAY 0 FINAL Tuesday C Wednesday 0 Thursday n Friday Ready For Inspection: 0 Monday 0 A.M. )$ P.M. - I- - ai tp of darlsbatl REQUEST FOR INSPECTION RECORD REQUESTED BY PERSON TAKING REPORT B u I LD=~&@. 1 FOUNDATION lo-\- 1 GROUT - GUNITE v 3 MASONRY 1 FLOOR AND CEILING SUB FRAME 7 SHEATHING 0 ROOF 3 SHEAR i FRAME [1 EXTERIOR LATH 0 INSULATION I1 INTERIOR LATH OR DRYWALL n FINAL PLUM BlNG r- UNDERGROUND PLUMBING r- SEWER AND PLKO L TOP OUT PLUMBING L- TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER r SOLAR WATER FINAL ELECTRICAL 0 TEMPORARY SERVICE El UFFER GROUND 0 ELECTRIC UNDERGROUND ROUGH ELECTRIC 0 POOL BONDING n ELECTRIC SERVICE fl FINAL MISCELLANEOUS n CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO n POOL 3 SPA LI SIGN 3 GRADING 3 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS 0 Monday 0 Tuesday n Wednesday 0 Thursday Friday __ __I_ ____ ___I_I - _I_. - - Citp of darlsbab REQUEST FOR INSPECTION RECORD PERSON TAKING REPORT BU I LDI N G 0 FOUNDATION C7 REINFORCING STEEL n MASONRY n GROUT - GUNITE 7 FLOOR AND CEILING SUB FRAME 7 SHEATHING 0 ROOF Cl SHEAR ;1 FRAME n EXTERIOR LATH 0 INSULATION C INTERIOR LATH OR DRYWALL 0 FINAL PLUM BlNG ERGROUND PLUMBING U SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN Ll GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRIC A L 7 TEMPORARY SERVICE n UFFER GROUND fl ELECTRIC UNDERGROUND I ROUGH ELECTRIC fl POOL BONDING MISCELLANEOUS i_ CONDITIONED AIR SYSTEMS 0 SOLARHEAT n PATIO 3 POOL 3 SPA U SIGN 0 GRADING CI DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Wednesday 0 Thursday n Friday % Tuesday x Ready For Inspection: 0 Monday 0 A.M. $,F'.M. ..~ . . . __ . ..I_..__ ~ .. . ___- r. . . ... " QCitp of QCarIs'bab REQUEST FOR INSPECTION RECORD 4'JD TIME: REQUESTED BY PERSON TAKING REPORT d r BUILDING 0 FOUNDATION GROUT - GUNITE n FLOOR AND CEILING SUB FRAME o SHEATHING i~: ROOF n SHEAR I7 FRAME U EXTERIOR LATH n INSULATION n INTERIOR LATH OR DRYWALL FINAL PLUMBING c_7 UNDERGROUND PLUMBING n TOP OUT PLUMBING n SEWER AND PLlCO 0 TUB OR SHOWER PAN Ll GASTEST 0 WATER HEATER 3 SOLARWATER n FINAL I U ELECTRICAL n TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 6k n ROUGH ELECTRIC 3 POOL BONDING 3 ELECTRIC SERVICE p-3- 8t 0 FINAL M ISCELLAN EOUS ~~ C CONDITIONED AIR SYSTEMS U SOLARHEAT n PATIO cl POOL 0 SPA 3 SIGN 0 GRADING 0 DRIVEWAY C FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday C Thursday '*ridah w. 0 P.M. d .. . .. . . "...II.._ L.. . .~ . -. I . . . , .. . __ Citp of Carls’bab REQUEST FOR INSPECTIPN RECORD TIME: INSPECTOR DATE: 1 FOU N DAT- 1 1 REINFORCING STEEL I MASONRY I GROUT - GUNITE 17 FLOOR AND CEILING SUB FRAME ri SHEATHING c ROOF n SHEAR ri EXTERIOR LATH [, FRAME rl INSULATION 7 INTERIOR LATH OR DRYWALL ;1 FINAL PLUM BI NG I UNDERGROUND PLUMBING 1 SEWER AND PLlCO ri TOP OUT PLUMBING r TUB OR SHOWER PAN r GASTEST U WATER HEATER 17 SOLAR WATER n FINAL ELECTRICAL ~~ ~ C TEMPORARY SERVICE UFFER GROUND U ELECTRIC UNDERGROUND ok n ROUGH ELECTRIC POOL BONDING 1 ELECTRIC SERVICE ps- .p 0 FINAL S7zZ&.h #WAS. a*AJ M I SC ELLA N EO U S Ll CONDITIONED AIR SYSTEMS J SOLARHEAT 0 PATIO POOL SPA 0 SIGN 0 GRADING fl DRIVEWAY 3 FINAL SPECIAL I NSTRUCTIO NS C Wednesday 0 Thursday 0 Friday REQUEST FOR INSPECTION RECORD PERSON TAKING REPORT BUILDING I I n MASONRY GROUT. GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING n ROOF 0 SHEAR n FRAME U EXTERIOR LATH 0 INSULATION r INTERIOR LATH OR DRYWALL FINAL PLUMBING 7 UNDERGROUND PLUMBING n SEWER AND PLKO 0 TOP OUT PLUMBING C TUB OR SHOWER PAN 0 GASTEST n WATER HEATER n SOLAR WATER 0 FINAL -- I/ ELECTRICAL 0 TEMPORARY SERVICE c1 UFFER GROUND C ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC nk -- n POOL BONDING 0 ELECTRICSERVICE P MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT C PATIO 0 POOL 0 SPA n SIGN n GRADING 9 DRIVEWAY FINAL Thursday 0 Friday Tuesday 0 Wednesday - __ -. ^I_ 2K Ready For Inspection: 0 Monday u A.M. n P.M. __-I Citp of Car REQUEST FOR INSPECTION RECOF REQUESTED BY BUILDING CI FOUNDATION I k 6UT-GUNlTE 0 FLOOR AND CEILING SUB FRAME u SHEATHING n ROOF E SHEAR U FRAME 0 EXTERIOR LATH n INSULATION [? INTERIOR LATH OR DRYWALL [I FINAL PLUMBING UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 3 TUB OR SHOWER PAN fl GASTEST 0 WATER HEATER 0 SOLARWATER c FINAL i: TEMPORARY SERVICE iJ UFFER GROUND fl ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC n POOL BONDING 9 ELECTRIC SERVICE 3 FINAL I MISCELLANEOUS CONDITIONED AIR SYSTEMS n SOLARHEAT 0 PATIO 0 POOL 0 SPA SIGN C GRADING i DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS __-__ r Inspection: 0 Monday 0 Wednesday 9 Thursday 0 Friday I_-_- REQUEST,"#&PEeTION RECORD OWNER \ n c ADDRESS REQUESTED BY PERSON TAKING REPORT BUILDING 1 ~ ~~ r' FOUNDATION I1 REINFORCING STEEL I1 MASONRY i I GROUT - GUNITE n FLOOR AND CEILING SUB FRAME n SHEATHING ROOF 0 SHEAR :1 FRAME I EXTERIOR LATH L' INSULATION 17 INTERIOR LATH OR DRY r 1 U~DERGROUND PLUMBING n SEWER AND PL~CO L1 TOP OUT PLUMBING 17 TUB OR SHOWER PAN r! GASTEST 0 WATER HEATER n SOLARWATER ELECTRICAL 0 TEMPORARY SERVICE '7 UFFER GROUND 3 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC n POOL BONDING C ELECTRIC SERVICE il FINAL . / MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS fl SOLARHEAT ti PATIO L? POOL U SPA 0 SIGN n GRADING n FINAL . 0 DRIVEWAY SPECIAL INSTRUCTIONS ly For Inspection: 3 Monday 0 Wednesda 0 P.M. &it& of Carla’bab REQUEST FOR INSPECTION RECORD n FOUNDATION [I REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE n FLOOR AND CEILING SUB FRAME 7 SHEATHING 0 ROOF 0 SHEAR 3 FRAME 3 EXTERIOR LATH INSULATION n INTERIOR LATH OR DRYWALL I %FINAL I TIME: %\ PERMIT NO. DATE: -’/\ y\ ’\, ‘i, INSPECTOR REQUESTED BY i fiLu-5 PHONE NO. 9$-232&8 PERSON TAKING REPORT BUILDING PLUMBING n UNDERGROUND PLUMBING Cl SEWER AND PLlCO El TOP OUT PLUMBING TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER c! SOLARWATER )“FINAL ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING MISCELLANEOUS CONDITIONED AIR SYSTEMS 0 SOLARHEAT fl PATIO n POOL SPA 0 SIGN GRADING 0 DRIVEWAY FINAL c SPEC1 A L I NST RUCTl ON S “ 1 - Friday P ’wection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday Citp of $arI$€lab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER ADDRES REQUES PERSON TAKING REPORTS BUILDING n FOUNDATION [I REINFORCING STEEL l-I MASONRY I? GROUT - GUNITE Ll FLOOR AND CEILING SUB FRAME n SHEATHING ROOF n SHEAR n FRAME n EXTERIOR LATH ri INTERIOR LATH OR DRYWALL n INSULATION x FINAL PLUMBING -7 UNDERGROUND PLUMBING ~1 SEWER AND PLlCO 1 TOP OUT PLUMBING rl TUB OR SHOWER PAN U GASTEST 0 WATER HEATER FINAL ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE )(FINAL 6-/+-y3 MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA n SIGN 0 GRADING C DRIVEWAY E FINAL SPECIAL I NSTR U CTI 0 N S - ___- Wednesday 0 Thursday n Friday Ready For Inspection: 0 Monday 0 A.M. C P.M. ._ ^- I I - __ __ __ PHONE 292-0660 SPECIMEN MARKINGS 41 090 41 091 DATE TESTED 10- 1-82 IO-22-82 9.00 AREA - SQ. IN 32000 3555 ULTIMATE LOAD - LBS. UNIT STRESS - PSI 2000 SPECIFIED STRENGTH AT 28 DAYS - PSI Mills Residence 2428 Badajoz Place, Car I sbad Mills JOB 4DORESS OWNER PHONE CONTRACTOR 41092 Ho 1 d - Gangu i sh CLIENT ARCH 1 TECT Stephen G. Davis BLOG. AUTH. Carl sbad ENGINEER Mills INSPECTOR PERMIT NO. PLAN FILE FIELD LOCATlON OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: West type 1 wall, 2nd layu~ v Dale R. Sculthorpe MIX NO. MADE BY 911-1 1 II 9-25-82 9-27-82 PROPOR TI ONS SLUMP ADMIXTURE DATE MADE TYPE OF CEMENT DATE RECEIVED 1/11 SOURCE OF ROCK Escondido Ready Mix CONC. SUPPLl E R INSPECTOR SIGN s I__ --- TICKET NO. Stephen G. Davis City of Carlsbad CITY OF CARLSBAD Eu i Idi F 4 Dega rt rnent ENGINEER Mills Resi fence --- JOB SPECIMEN MARKINGS 4 1087 DATE TESTED 9-30-82 AMA - sa. IN. 28.28 56000 -- - ___-- - _--- ULTIMATE LOAD - LBS. UNIT STRESS - PSI 1980 SPEC1 AT 28 F DAYS 1 E O STA - PSI ENGTH _-___ I- CON T R ACT 0 R Mills OWNER .- 4 1088 41 089 10-2 I -82 11 -22-82 28.28 89000 3145 4000 &-- f ENGINEER Gangu ish - Mil I5 Stephen G. Davis CLIENT ARCHITECT Car I sbad BLDG. AUTH. PERMIT NO PLAN FiLE * --__ - --__ -- INSPECTOR FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRL‘CTURE Front Bldg. Columns Dale R. Sculthorpe MADE BY 3/8 4000 MIX NO. -- 4” 9-23-82 9 -2 7-82 PROPORTIONS SLUMP ADMl XTURE DATE MADE fYPE OF CEVENT DATE RECEIVED __ COYC. SUPPLIER SOURCE OF ROCK _. -. TICKET NO. -- 93800 INSPECTOR SIGN __ I - ______ __ ---__ - PHONE 2920660 1 41086 ____.- --____I_- TEST REPORT_ . - JOB NO 3052 - iPECI M E N MA A K I NGS )ATE TESTED REA - sa. IN. 1LTIMATE LOAD - LBS. JNIT STRESS - PSI PECIFIED STRENGTH \T 28 DAYS - PSI K3B Mi 11 s Residence 41 085 - 4 1084 9-30-82 10-2 1-82 9.00 - 9.00 26500 34000 A#%-- 2945 3775 ,. 2000 2428 Badajoz Place, Carlsbad Mills Mills WDRESS 3WNER SLIENT 4RCHITECT Stephen G. Davis PHONE CONTRACTOR - Gangu i sh Carl sbad ENGINEER BLDG. AUTH. NSPECTO R PERMIT NO. PLAN FILE -IELD LOCATION OF SPECIMEN iAMPLE OF: Grout IN JOB OR STRUCTURE: East wall 1st lift SB-. ~ a dlX NO. 87 3/8" pump MADE BY Dale R. Sculthorpe 911-1 111 'ROPORTIONS SLUMP DATE MADE 9-23-82 WMIXTURE WPE OF CEMENT DATE RECEIVED ,9-27-82 X)NC. SUPPLl E R MKET NO. SOURCE OF ROCK INSPECTOR SIGN Pad re 93-795 Hold -__ ENGl NE ER PHONE 2920660 DATE TESTED AREA - SO. IN ULTIMATE LOAD - LBS. UNIT STRESS - PSI SPEC1 F I EO STRENGTH AT 28 DAYS - PSI - JOB NO 3052 - __-_____ _I TEST REPORT __ - __ A - .-__ 9-30-82 3.14 2500 795 __- - _- - --- I -_ JOB Mi 1 Is Residence ADDRESS 2428 Badajoz Place, Carlsbad OWNER PHONE CONTRACTOR Mills - Gangu ish Mills Stephen G. Davis Carl sbad ENGINEER CLIENT ARCHITECT BLDG AUTH. PERMIT NO. PLAN FILE e INSPECTOR FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: West outside wall -. Dale R. Sculthorpe MADE BY MIX NO. Type s PROPORTIONS SLUMP 9-23 -82 . 9 -2 7 -82 ADMl XTUR E DATE MADE TYPE OF CEMENT DATE RECEIVED CONC. SUPPLIER SOURCE OF HOCK INSPECTOR SIGN r -_ - - - . - TICKET NO. LABORATORY TEST DATA AOE TESTED OAYS 7 DAYS DAYS I I I SPECIMEN MARKINGS I 1 41081 I ---__ I 28 DAYS 41 082 10-2 1 -82 3.14 3200 1020 2ooo && OAYS 4 1083 11 -22-82 - -- ENGINEER PHONE 2920660 SPECIMEN MARKINGS ? 4 1084 41 085 4 1086 TEST REPORf3 JOE NO., 3052 AREA - SQ. IN. Mi 11 s Residence 108 9.00 PHONE 2428 Badajoz Place, Carlsbad 4DDRESS ULTIMATE LOAD - LBS. UNIT STRESS - PSI SPECIFIED STRENGTH AT 28 OAYS - PSI CONTRACTOR Mills WNER 26500 2945 2000 - Gangu i sh ENGl NE ER Mills CLIENT Stephen C. Davis Carlsbad 4RCNITECT BLDG. AUTH. INSPECTO R PERMIT NO. PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Grout IN JOB OR STRUCTURE: East wall 1st lift b - MI x NO. 87 3/8" pump MADE BY Dale R. Sculthorpe 9"-1 1 I1 PROPORTIONS SLUMP ADMIXTURE DATE MADE 9-23-82 9-2 7-82 TYPE OF CEMENT DATE RECEIVED CONC. SUPPLIER TJCKET NO. SOURCE OF ROCK INSPECTOR SIGN Pad re 93-795 LABORATORY TEST OATA AOE TESTED OAYS 7 OAYS DAYS 20 OAYS OAYS DATE TESTED I I 9-30-82 I I 10-21-82 I Hold Stephen G. Davis City of Carlsbad CITY OF CARLSBAD Buildin? Department ENGINEER PHON€ 292 0660 1 SPECIMEN MARKINGS 4 1087 4 1088 DATE TESTED 9 - 30 -82 10-21-82 AREA - SQ. IN. 28.28 56000 UCTtMATE LOA0 - LBS. UNJT STRESS - PSI 1980 SPEC1 F I E 0 STRENGTH 4000 AT 28 DA'rS - PSI Mi 11 s Res i fence 2428 Bddajuz Place, Carlsbdd JOB - PHONE ADORESS 41 089 Hold OWNER Mills CONTRACTOR - Gangu i sh ENGINEER Mills CLIENT Carl sbad BLDG. AUTH. Stephen G. Davis ARCHITECT PERMIT NO. PLAN FILE * - INSPECTOR FIELD LOCATION OF SPECIMEN SAMPLE OF: Conc rete IN JOB OR STRUCTURE: Front Bldg. Columns 4 3/8 4000 MADE BY ,~.. Dale R. Sculthorpe MIX NO. 4' ' 9-23-82 PROPORTIONS SLUMP ADMIXTURE DATE MADE 9-27-82 TYPE OF CEMENT DATE RECEIVED -_ - SOURCE OF ROCK - - Padre 93800 INSPECTOR SIGN - CONC. SUPP ClER TICKET NO. * _______- __~-- --- &/&d ENGl NE E R PHONE 292-0660 JOB Mills Residence 4DORESS 2428 Badajoz Place, Carlsbad MNER PHONE CONTRACTOR Mills - Gangu i sh Mills Stephen G. Davis BLDG. AUTH. Carl sbad ENGINEER CLIENT ARCHITECT INSPECTOR PERMIT NO. PLAN FILE FIELD SAMPLE OF ~~ Mortar ~-~ ~~~~ - LOCATION OF SPECIMEN IN JOB OR STRUCTURE: - West outside wall Dale R. Sculthorpe MADE BY Type s MIX NO. PROPORTIONS SLUMP ADMIXTURE TYPE OF CEMENT DATE RECEIVED , CONC. SUPPLIER SOURCE OF ROCK TICKET NO. DATE MADE 9-23-82 9 -2 7 -82 INSPECTOR SIGN -~-- LABORATORY TEST DATA AQE TESTED SPECIMEN MARKINGS DATE TESTED AREA - SO. IN. ULTlMATE LOAD - LBS. UNIT STRESS - PSI SPEC1 F I E 0 STRENGTH AT 28 DAYS - PSI DAYS DISTRIBUTION: Fred ,, Stephen G. Davis ’I DAYS 41081 9-30-82 3.14 2500 795 I) DAYS 1 0-2 1 -82 DAYS 41 083 Hold ENGl NE EA PROFESSIONAL tj'?ti c .nvLJy c 7 --- 9-29-82 3.14 5000 UNIT STRESS - PSI 1590 SPEC1 F I E D STRENGTH AT 28 DAYS - PSI -- - - DATE TESTED - . _I_ - . ~- __ AREA-sa IN - -- ~ - ULTIMATE LOAD - LBS - _- -- ~ PHONE 292WbO - 10-20-82 3.14 7300 2325 2000 - Mi 1 15 Residence .- J08 PHONE ADDRESS 2428 Badajoz Place, Carlsbad CONTRACTOR Mills OWNER - Gangu ish ENGINEER Mills CLIENT ARCHITECT Stephen G. Davis ELDG. AUTH. Carl sbad INSPECTOR - PERMIT NO PLAN FILE FIELD LOCATION OF SPECIMEN center common wall SAMPLE OF: Mortar IN JOB OR STRUCTURE t- ______. -i - -_ 4th course ____ Dale Scul thorpe MADE BY Type s MIX NO. PROP0 R TlONS SLUMP 9-22-82 AOMl XTURE DATE MADE 1/1 I 9-23-82 TYPE OF CEMENT DATE RECEIVED . CONC. SUPPLIER SOURCE OF HOCK INSPECTOR SIGN ____-- -- -_-- TICKET NO. PHONE 292tltit30 SPECIMEN MARKINGS -’11)89711- 40b98 DATE TESTED 9-7-82 9-28-82 9.00 27000 3000 ---- AREA-SQ IN ~- 2000 ULTIMATE LOAD - LBS. UNIT STRESS - PSI SPECIFIED STRENGTH AT 28 DAYS - PSI _- Mills Residence 2428 Badajoz Place, Carl5bad Mills JOB AOORESS - OWNER PHON€ CONT A ACTOR 40899 Hold -_- - - Gangu i sh Mills Stephen G. Davis BLDG. AUTH. Car 1 sbad - ENGINEER CLIENT ARCHITECT - c__-_ - PERMIT NO ~ ___ PLAN FILE Regl i .- _c_ - INSPECTOR FIELD LOCATION OF SPECIMEN Wall No. 1 1st lift, SAMPLE OF: i Grout IN JOB OR STRL‘CTURE - - East side Regl i MADE BY 3070 3/8 pump MIX NO. PROPOR TlONS SLUMP Pozz 122HE DATE MADE 8-31 -82 ADMIXTURE 3-1 -82 TYPE OF CEMENT DATE RECEIVED Plant 5 SOURCE OF HOCK Nelson Sloan CONC. SUPPLIER DISTRIBUTION: Fred Mi Stephen G. Davis CEIVED City of Carlsbad : ; p E. :;;9p2 CITY OF CARLSBAD Eu i Id i I? 0 De B i: :t me n t PHONE 2920660 SPECIMEN MARKINGS DATE TESTED AREA - SQ. IN ULTIMATE LOAD - LBS. UNIT STRESS - PSI SPEClFl ED STRENGTH AT 28 OAYS - PSI Mi 11 s Residence ma 40834 40895 9-28-82 - 9-7-82 3.14 65GO 2070 18GO PHONE CONT RACTOR 2428 Badajoz Place, Carlsbad Mil is AOORESS OWNER - Gangu i sh ENGl NE E R Mills CLIENT ARCHITECT Stephen G. Davis BLDG. AUTH. Carlsbad PERMIT NO. PLAN FILE Reg1 i P- __ INSPECTOR FIELD LOCATION OF SPECIMEN SAMPLE OF: Mortar IN JOB OR STRUCTURE: 1st lift, West wall #I - Regl i MADE BY Type s MIX NO. PROP0 RTl ONS SLUMP ADMIXTURE Lime Type S DATE MADE 8-3 1 -82 9-1 -82 TYPE OF CEMENT ‘01 ton DATE RECEIVED . CONC. SUPPLIER SOURCE OF ROCK TICKET NO. Regl i INSPECTOR SIGN OAYS 40896 Hold &/L/f ENGINEER 7895 Convoy Court rRQfESSlQNAL REGISTERED INSPECTIONS. INC Sari Dieyo. California 9211 1 INSP'N . OAT€ 9-25 AH< t, T tr I Stephen Davis Jem I I I Mills Concrete Mi 11 s Concrete - - ___ __ Er1ili~t~ H _-_ - __ - CL NL HA, IC,IJ THACTOH -- __ . -- - - CONTR DOlhG fiEPOH1ED WORK LAB RCCtIVlNG rtSTlNG CONSTR. MAT'L. SAMPLES Professional Registered Inspect., Inc. -- - __-- LOCATIONS OF WORK INSPtC TED, TEST SAMPLES TAKEN, WORK REJ€CTEO. JOB PROBLEMS. PROGRESS, REMARKS. ETC. INCI UO~S INFOHMATION ABOUT -AMOLJNIS OF MATERIAL PLACED OR WOHK P~RFORMED.NUMBER. TYPE. ~IDENT.NO*S. 06 IC51 SAMPL t5 TAKEN. STHUCT. CONNECTIONS (WELDS MADt. H.T BUL TS rOH4UEOl CHECKED. ETC. Observed grouting of second lift of block in all 8 inch walls, first level. Cast three grout prisms. CERTIFICATION OF COMPLIANCE I hereby certitv that 1 have tmpectad dl of the ebovr reportod work. approved plans, spoctflcattons. and appl~abh soctiom of the 'overn- mg building laws. ' "SD-72 3-25-82 --__ A L *It, OUT rqtc ~YEF NUMBFR 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San Diego. California 921 11 DESCRlf3E MA T'I (&+I& LlkblGN. Ht-MAR (.*.Ut b M?GR.. *Et n*Y(iD, LTL I Mortar Type S 2000 psi Grout, 2000 psi Spec. Grout Mix 4000 psi __ __ ____ --- Phone 292-066( r G~NEHIL CUN ~HAC TOM Mi 11 s Concrete Mi 11 s Concrete Professional Registered Inspect., Inc. c-oNii? 5 o I lu C -fi EPO H T EDWOR K -___- LAB RECEIVING b ItSTlNG CONSTR. MAT'L. SAMPLES ?0%7 NO INSPtCrOHS WEEKLY REPORT 1 __ INSP". DATE 2428 Badajos, La Costa --_ - . - - - - OWN~H ohGio;Ei r NAM~ LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS, ETC. INCL IICJtS INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OH WON* PtHFOHMED.NUMBLR. T*PE. blDI?NT.NO'S. OF TLST SAMPLES TAKEN, SI HUCT CONN~CTIONS I~~~~5~~~t. H.T BOL 1s ~~R~UEDI CHECKED. ETC. 9-22 9-23 I ! 9-24 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 Observed grouting of all 8" masonry walls to 4'8". Cast three grout Observed placement of steel cage and placement of special grout mix structures and in West wall. Cast three mortar prisms. prisms. in columns at Northeast and Northwest corners. Cast three concrete cylinders. Observed placement of block in second lay up of East, West and central type 1 walls. CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD' - Building Department I I I hraby certify that I hauo mspoctad dl of tha fibova roportd work. Unloas otharwiw notod, I have found thlr work to comply wlth the Superv so rpprovd plans. spocttlcatlonn., and applwbk socttotw of tho govam- tng building lawn. SD-72 3-24-82 DA 1 E OF Htl OR1 Rtt'< 'E P NUMBER 7895 Convoy court San Diego, California 921 11 Phone 292-0661 PROFESSIONAL REGISTERED INSPECTIONS, INC . c COVERIN<, WORK PERFORMtO WHICH REQUlRtO APPROVAL BY THE SPECIAL INSPECTOR OF I FOH W€EK 3052 No. - 1 ENDING ON . . .~a.~.~..?...3.~...!.~8.2.., 19 .... r INSPECTORS WEEKLY REPORT I 1 RLINFORCED CONCRETE 1 STRUCT STEtL ASSCMELY 1 GLUE - LAM. FABRICATION PRE-STRtSSED CONCRETE I ] REINFORCED GYPSUM ' ] OTHER RE I N FORCED MASON R Y ' 1 PILE DRIVING JOB ADDRESS 2428 Badajoz, Carl sbad -~-______ OWNER OR PRO.JECT NAME BUILDING PERMIT NUMBER PLAN FILE NUMBER ARCHITECT Mortar 1800 psi Grout 2000 psi - IW'N. DATE Mills Mills CONTR. DOING REPORTED WORK LAB. RECEIVING b TESTING CONSTR. MAT'L. IAMPLES I Professional Registered Inspect., Inc. 4 LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TVPE. b IDENT. NO'S. OF TEST SAMPLES TAKEN, STRUCT. CONNECTIONS lWeLDS MADE, H.T. BOLTS TORQUED) CHECKED. ETC. 8-31 Inspected reinforcing steel and grouting of first lift on wall No. 1 on East and West side. Made three grout samples. Made three mortar samples West side, first 1 ift wall No. 1. Eci lding Department CERTIFICATION OF COMPLIANCE ## A I hroby wrtify that I haw iruputod JI of tho above roportod work. Unlou othorwiso noted, I hrvo found thir work to comply with ttn approved plans, rpcificationr, and mlbbto wctio~ of tho govern- ing building laws. /H c SIGNATURE OF REGATERED INSPECTOR RCE 19393 REG'S'EP NUMBER 8-13:8L-- ic (E OF L~EP~FIT Pre ar d byr = BUILDING PORTION BUILDING AREA &es=+v 1 yf- /&&?==5/&9 VALUATION AND PLAN CHECK FEE VALUATION VALUE MULTIPLIER /A& 5 0 Bldg. Dept. 0 Esgil < -3 A/$?%. 49E/LVl, &?vi r/ - Res. Baths (over 3) over PLAN h CHECK NO, B z- a/? BUILDING ADDRESS &.J0@707- /5-. 5- K 4747 a6226 K 7-28 7.-i9 - / -- (3 2,200 APPLICANT/CONTACT d-/47Z/+ PHONE NO. -3X 0 -2v 7+ I EUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE @ 1,760 Res.Fireplaces( 2 Air Conditioning Commercial Res id ent ial @ 2.40 @ 2.80 Res. or Comm. Fire Sprinklers (3 1.50 Total Value - I Adjustment for State - 33 1 C 0 M ME N IS: 8/4/82 0 APPLICANT COPY cfi CITY COP0 0 PLAN CHECKER COPY JURISDICTION: PROJECT ADDRESS: PLAN CORRECTION SAER SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. Date plans received by plan checker Date initial plan check completed pfl/' bYsH 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 ttr : 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 fully dimensioned plot plan drawn to scale showing location size, and use I 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 for all structures and show elevations at I all corners. Sec. 302(b)7. 9, ,/ B. F 7 v Indicate distance from center-line of street \ or alley to property line and distance from curb to property line. Sec. 302(b)7 \o Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code) FIRE PROTECTION 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 excedd. 1,000 square feet on any floor. (Table 5-A Sec. 1709fa) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) Projections, including eaves,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 GLAZING One room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Sec. 1207(b) Window area must Le at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient 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.12051a) One-half of all required window area must be openable in ventilation -/ No habitable room, other than shall be less than 7'0" in Sec. 1207(c) Show that ceiling height for habitable rooms is a minimum of 7'6". Sec. 12071a) 2 50 Handrails shall satisfy the following: a. Provide handrail for stairways over 30' high when serving a single dwelling. Title 24, Sec. T25-22(b) nosing of treads. Sac. 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. Sec. 330SCj) (see attached] 6-- b. Handrail shall be 30" to 34" above the c. Handrail projecting from a wall shall Every stairway landing shall have a dimension, /measured in the direction of travel, at least equal to the stairway width. Sac. 3305(g) A door may open over a stairway landing Hprovided 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 1/2" lower than the floor level. Sec. 3303(i)2 /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. c. Minimum width is 30 inches. Sec. 3305(d) (see attached) {Provide spiral staiway details: a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) Spiral stairways may not be used for required 400 sq. ft. Sec. 3305(f) space of 26 inches between the column and handrail. Sec. 3305(f1 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 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) . exits when the area served is greater than stairways must have a clear walking 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. 1208 Specify safety glazing for glazing in hazardous -Nlocations such as glass doors. glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 r). 37 Glazina in shower and tub enclosures- 1 inate or approved plaatic.""i' mb.T LbSlVD. Sec. 1711 (f)(g) r- I- shall be tempered, wZ3x. ~ 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 more 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 65% 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(d) oom below. 0. EXITS, STAIRWAYS, AND RAILINGS . Floors above the second story shall have 6. Required exit doorways shall be not less 7 not less than 2 exits. Sec. 3302(a) than 36" in width and not less than OI-8" ia 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 48 Show how guardrail connection details are adequate to support 20 pounds per lineal,- foot at a right angle to the top rail. Table 23-8 49. Provide stairway and landing details. Sec. 3305(b) 6 (C) a. Maximum rise 8" and minimum run is 9". b. Minimum head room is 6'4". c. Minimum width is 30". P space under interior stairs shall be protected on the enclosed side as required for one-ho fire-resistive construction. Sec. 3305(m) be made a part of the approved plans. (See attached) E. ROOFING Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minimum pitch of )Z. Specify roof material and application. A. Specify I.C.B.O. approval number for roof . Specify roof slope for drainage or design materials not covered in UBC. to support accumulated water. Sec. 3207(a) 6. Provide skylight details to show compliance Jd Show roof drains and overflows. Sec. 3207(a) 1 with " Sections 3401 and 5207 or provide ICBO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. 78. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceilins joists. See. 3205(c) for openings between garage and dwelling. Sac. 503(d) Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framing over garage opening, at plate line and me 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 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. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (91. Provide 18" raised platforms for any FAU, /water heater, or any other device which may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platformts) prior to framing platform. H. MASONRY R. FOUNDATION REQUIREHENTS Note on plans that"A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction". Sec.306(a)l2. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of value. Sec. 2905 Provide fireplace 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 Sec. 2516(a) regarding ties and W9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. expansiveness, compressibility and bearing 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. Sec. 2415 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, N grout, masonry and reinforcing steel. Sec. 2403 r Show how masonry house walls retainincearth are to be waterproofed. Provide detail. Note that special inspection of the will be required for G. GARAGE AND CARPORTS .Garage requires one-hour fire protection on the garage side of walls and ceilings common to the dwelling. Table 5-8 Sec.S03(b) All elements supporting floor above garage 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 8" by 8" post. F to have one-hour fire-resistive protection Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project-- ~mJ;m 5 /*IS /5m P3F &&. l&//'l@ 8 S$epA-' f ~/054y30a3 &== ? LLAmt=r/. Ai6 Cq/c _Sw 27 0,n ps/s ? Provide notes on the foukdation plan listing the soils report recommendations for foundationa. slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accor- 2. the utility trenches have been properly 3. the foundation excavations, torming dance with the soils report: backfilled and compacted, and: and reinforcement comply with the soils report and approved plan." 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 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) I#. Dimension foundation per Table 29A. 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 F' of floor joists, and for rafters at exterior WAllS. SSC. 2506(g) 4. Show solid blocking at ridge line and Y' at exterior walls on trussed roofs. Sec. 2506(g) Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sac. 2518(d) 5 #. Show rafter ties. Rafter ties shall be TABLE NO. SA-FOUNDATIONS FOR STUD BEARING spaced not more than 4 feet on center WALLS-MINIMUM REQUIREMENTS where rafters and ceilinq joists are not J 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 SOTES: foundabons shall be as required In Section 2W7(rl. Where unusual cunditiom, or fyort, oDnd*inu are found. footings and The wd under the &or may be rxcsvated.; the elcvatm of fhc top of the footins. _- parallel. Sec. 2518(h) than 45 de rees to the horizontal. Sec. 2518(2) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be AS designed.) Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailinfil'iI%Zii cGGA- ce with . Show rafter purlin braces to be not less f" Table 25- . L)LW NU= \<\ SU IqqQ q. IO . Provide top story> fire stops between stories, between 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 sliding door pockets, or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(f) Show foundation sills to be pressure treated, Show foundation bolt size and spacing. between chimney and wood frame using metal Sec. 2907(e) of power driven pins. Show edge And end y' or equal. Sec. 2517(c) 3. 1,d. Specify size, ICBO number and manufacturer . distance and spacing. Sec. 306(f) 1dShow stud size and spacinq. Maximum allow- A able stud heights: 2'x4"@-16" is 14': 3"x4"62"~6"@ 16"o.c. is 20'. Sec. 2518(g)2 Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(f) / . Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) Detail all post to beam And post to footing connections. Sac. 2517(c) 4 Specify nail size And spacinq €or all walls. Sec. 2311(e) shear walls, floor and roof diaphragms. Show stepped footings for slopes steeper than 1:lO. Sec. 2907(c) Show minimum 18" clearance from grademto Indicate required blocking. Maintain bottom of floor joists and minimum 12 maximum diaphragm dimension ratios. clearance to bottom of girders. Sec. 2517 (Tables 1,J.K). Note on plan that hold down anchors must be tied in place prior to foundation inspection. footings under all shear Show 3"x4" or 2"x6" studs in first story of three story building. Sec. 2518(f) @-Provide trusa details and truss calculations. Show pier size, spacing and depth into Show minimum under floor access of 18"x 24". ndisturbed soil. Table 29-A ~~ minimum Under floor ventilation equal /7 --J Provide roof framing plan. Sec. 302(a)7 to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as )d 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' wide. Sec. 2518(g) 7 y. Provide calculations for Show all joists, rafters, beams, and posts 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams Section 302(aJ 7 In areas subject to water splash and in 5" and thicker shall be No; 1 Grade DOuglAS /Fir-Larch or better. (Table 25-A-1-, ,I)_$ fl exterior locations, wood columns and posts -, .V . Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec. 2518(q)5 shall be supported by piers projecting shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(c)4 At least 2" AbOVO the finished grade and Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 h 709 UMC ,d Note that passageway to the attic furnace shall be Unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show permdnent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sac. 708 UMC Show details to comply with Section r109 for furnace under the floor, Section 708 for attic furnace, or Section 710 for 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 Specify plywood fication index. of 1,000 sq.ft. Sec. 2517 When roof pitch ridge as a beam. Sec. 2518 (h) lidwood shear walls shall not be used to /roof or outside furnace. I ~~~ ~ 7 resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516(b) Note on plan, gas vents and non-combustible less shall be effectively draft stomed p' piping passing through three floors or __ Gypsum lath and plaster, gypsum sheathing board and gypsum uallboard shall not be used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete construction. Table 47-1 If cripple wall studs are less than 14". at each floor or ceiling: UBC Sec. 1706(a)6 A11 wiring shall comply with the National Electrical Code. 4 Note on the plan the amperage of electrical service. framing shall be solid blocking. Sec.2518(g)6 - Cripple wall studs exceeding 4 feet in heinht shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 2518(g)6 Show 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 stuccoed. Sec. 4706(e) Provide an approved waterproof building paper under uood 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(b) If the electrical installation is more zan 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(s1. Dwellings require minimum 100 amp service. Show location of all electrical receptacles. spacing is not adequate in 238'. Electrical receptacle locations and/or At least one receptacle shall be installed outdoors. in basements and attached garages, Specify truss layout for 30" x 30" attic access. Ridges. hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3 Provide metal straps across ridge beam and rafters. J. KECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform nacal Code. Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air for furnace 2d. Every dwellirq unit shall be provided with heating facilities capable 05 maintain- ing a room temperature of 70 F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Show minimum 30" deep unobstructed working ySec. space l2I1 in front of furnace. Note on plans.clearances to be per manufac- turers listing. Sec. 704 UMC Furnace shall not be installed under any p Furnace shall not be installed in any 7 / will comply with Chaper 6, U.M.C. ,/- taiway. Sec. 704 UMC Y 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 See. 704 UMC Show IC80 approval for prefab fireplace and provide approved installation instructions at job site. - L. PLUMBIyG (Uniform Plumbinq 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 fl. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 13'10 . Show T and P valve on water heater and show route of discharge line to exterior %-5ec. 190l-i-- Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. 1003 . Shower stall shall accomodate a 30"circle f"b and have a minimum floor area of 900 sq.in. UPC 909(d) ceiling of 50 decibles. Title 25 Show how penetration of assemblies for Y’ piping. electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Titl’e 25 Provide insulation in walls and ceiling to achieve STC of 50 between garage and by resident Title 25. living area if qarage use is not controlled ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 pbrtiok of the dwelling, and the area of glazed openings on the plan. (T20-1430) Provide an analysis justifying increasing the single glazed area beyond 160 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 does not exceed the building design heat loss by more than 300. (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 HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-1404 Note on plan that insulation of ducts shall conform to UMC Section 1005. (T20-14041 Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403). Note on plan that back draft dampers are required on all fan systems exhausting air from the buildinq. T20-1403 Electrical resistance space heating shall not be used unless: a. 60% of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 10% of total heating system. d. life cycle cost analysis justifies. T20-1404 /6a Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clockr, etc. T20-1406 - 0. HISCEUANEOUS Show a minimum 2” air space and flashing between planter and building walls. Sec. 2517le) Specify material to be used under the shower tile. Sec. 1707(a) Specify lath and plaster to comply with Chapter 47, UBC. Two 3/4” copper pipes 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.) Note that solar water piping is to be insulated in areas that are not heated or cooled. ;t” NVTlZ: The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: 0 - Building plans are subatantially correct and complete. By: 0 Building plana would be substantially correct and complete if minor corrections are made at counter. Building plans require major corrections and complete plan recheck, by plan check enoineer. is reauired. .- By : J,-vi4 G\\&,,cwb Date: ?I%\ 9 t Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (75% for forced air furnaces). Note on plan that no natural gas, central 1‘ If you have any questions regarding this_ plan check, please xm &l\4) 560-1468 heating plant may be installed without Intermittent Ignition Device. T20-1405 permitted unless verfied as cost effective by a life cycle cost analysis. T20-1406 additional assistance is needed. / Electric resistance water heating is not We would also be pleased to meet with you, at no charge, if Pre red by! py VALUATION AND PLAN CHECK FEE a Bldg, Dept. ESGIL V PLAN CHECK NO, &-e/? Building Fermit Fee b“82 I \ gy Plan Check Fee 325, 57 833 DEVEL.0 PM E FJTkL . s E RV I c ES [? Asslslan! Clty Manager (71-4) 43E-5595 Bulldlng Dapartmont . (714) 436-5525 Kl Enpneer!ng Dopartrnent (i'l4) 4305541 0 iiouslng t Redevnloprnent Department D Plannlnq Dspartment (114) 43RfirJ11 c (714) W!Sf(l .. 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 ,' . RF,SIDENTIAL VALUATION CHART I- --- SFD OR DUPLEX LIVING AREA 5337 X $42.00= ?-.239@ - -ATTACHED IJNITS-3 OR MORE X 36.00= X 4,20= _1_- . COWRED PORCH I X 4.20= s-- COVERED PATiO - X . 6.80= . BALCONIES -, EACH BATHROOM OVER 3 2,000. oo= - I. EACH FIREPLACE OVER 2. 1,600.00=~ - .RETAINING WALLS X 8.40= [f~w _c_ . AIR CONDITIONING X 2.40= ' MOBILE OR MODULAR ON S.F. LOT& of BldC-Pa. Fee) X - TOTAL VALUATION $ I' PLAN CHECK FEE (65% OF BLDG. PEIWIT FEE). .. *. I -1 :i '1 . . ~.. . .. ..~ . . . . . INTERDEPARTMENTAL INFORMATION SHEET G DEPARTMENT DAT?; JllN 25 1Yr ,DING ADDRESS: 2%w & ' RA, 2/6- f?@?z 5-3 CITY OF CARC9BAD PLANNING DEPARTMENT ZONE LOT SIZE LOT WIDTH UNITS ALLOWED UNITS PROVIDED PROVIDED PROVIDED PROVIDED PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED INTRUSIONS LANDSCAPE & IRRIGATION PLAN = t SIDE SETBACK: REAR SETBACK : II COMMENTS: @"f+ ENVIRONMENTAL PROTECTION REQ: OK TO ISSUE: DATE R.O.W. I N D U S T R I AL WAS 'r E IMPROVEMENTS SEWER CONNECTION D R I VE WAY L 0 CAT I U N S GRADING PERMIT EASEMENTS DRAINAGE LEGAL DESCRIPTION ,dl A SPPIGKLING SYS FIRE ALARMS FIRE HYDRANT ADDITIONAL C \TER DEPARTMENT QUIREMENTS OF APPROPRIATE DISTRICTS MET DATE /' i I ROBERT L. FEFFLRMAN STRUCTURAL ENGINEER VILE k.0. SAM DISOO. CALIF-MIA DAW DAW ROBERT L. FEFFLRMAN FILL ?*-a 7 STRUCTURAL ENGINEER *AM DIC00. CALlFORNIA ?A68 No ROBERT L. FLFF'LRMAN JJ STRUCTURAL ENGINEER 8AM 01100. CALIFORNLA PAU Woj tzz; Mf. ROBERT 1. FEFFLRMAN CTRUCTURAL ENGINEER V1I.E NO oiaao. CALICOIMIA CAU N0.A DATB ROBERT L. FLFFLRMAN CTRUCTURAL ENQINCLR BAW DIKOO. CALIPORNIA **..)#_7 1 4.' '? I r i A: .'d J.- /f - . ROBERT L. FEFFLRMAN *ILL NO STRUCTURAL ENGINEER 8AN 01100. CALllORMlA CAM NO .4 TlTU c 4 BAT. ROBERT L. FEFFLRMAN STRUCTURAL ENGINEER FILE NO SAM 01.00. CALlPOIlMlA CAOI WO r -. / APPENDIX F Form '1 cn.c*.d OY ';.I ownrr PrOlCt system tyw SlfE INFORMATION Heating Oeqr~a Oar (from Appendin C) .---... ...... ................................. Outsde Design Tampcraturo (from AoDlndlx C Q Awendix G1,,,,..,.. PROPOSED BUILDING ENVELOPE 1NFORMATlON Cmr Floor Ara if Low.Rir (from C1:culitconsl ................ --.. .... .. ......... Cror Wall Avu if High-Rir lfrom Calculations) ..................._-....l..- ......... Dmrgnd GIsrinq Aru (from Cdculationd ......................... ................ ......... Baric Cbxinq Arm Il69Caf Line3 if Iow-r~se OI -of Line4 if high+tseL ....... Oosvmtlon of Aswmbly Gl~iq Ploor PROPOSED SPACE HEATING SYSTEM (Chapter 7) Oar Furnua Building Oeriqn Hourly Hem Low ffmm Form 21 .I .................................. Martmum Allowed Banner Cl~~itv. 1 .S I Lino 18 ............................................... Prowsud Furnace Make Model Osrcrimion Rated Bonnm bwclrv Elcrrw Aosmancr Alono Electric Roirtancc Life Cvcls Con lfrarn Farm 51 .................................... ACC, 1 .+ 2 3 7- bbb 4 a l%g= 11 12 :: 15 16 17 (8 20 f Btulhr Bluihr ................. Lo- Life Cvcls Can of thP Othn Svnrmi (from Form 51.. ,LCC- 21 5 Nan-Ooplotrble Enspv w/Ekrnu Rmnancm Ba&.Up Pcrcencaqs of Annual Hat Lou Met bv Non-Ocolerablo Eneqv ............. ............................... Source lfrom Calcu~atianrt - ............................... - 22 X Hofl Pump wnh El.ctrle Rminmea Suoularnanra~ Ham Pcrcenraqa of Annul Hat Lo¶¶ Mer bv Elmric Rmlmncc PROPOSED WATER HEA flNG SYSTEM INFORMATION (Chapter 8) ........ ..... ...................... (from Colculation~l ............................................-I- - ..... 23 .6 Elrme RmI~mm Ab- ................................. Elemric Rminancc Life Cvcle Cost Ifram Form 6) ,LCC, 24 - f ................... Lomn Llfe Cvcle Con of the Othnr Svnams (ham Form 61 WLCC- 25 5 \ PROPOSED SWlMMlNG POOL HEATING SYSTEM INFORMATlON (Chapter 9) ............................................................. Solar Life Cvcle brc lfrom Form 7) ,,LCC, 16 5 Nmrural Gm Life Cvcla Con lfrom Form 71 ................................................. pLcc,q 27 _. 5 APPENDIX F Form '1, cnock.~ ev I I I SITE INFORMATION Heating Ocgee Dev (from Apwdix C1 ...-..-....-.--- ...... -..-,,..-_,. Outlda Om190 Tempcretwe (from Apmndlx C Q Amadir G).,,,,,,, PROPOSED BUILDING ENVELOPE INFORMATION Cmu Fkor Ara if Lor.RIr (from O:culationrl..-..-- .......................... &om Welt Aru if High-Riw Ifrom Calculations1 .... ...-..- ............................ Oaiqnd Glazing Area (from Calculations) ................................. ... ................ Basic Clrxirq Ami I1 6% of Line 3 if low*r)s 01 4U% of Line 4 if high+iul ........ 0.iuiotlon of Airamely Glazing T> Ltt 4 1- I /AM(; I ?5-fuccc3 u93 w811 UWI uw3 Uwr "e 1 uc2 Uc 1 Uf2 co~c-J%~((- wj Ibqc)L uwz - PROPOSED SPACE HEATING SYSTEM (Chapter 7) arc Fur- .................................. Qn Buildiop Ooign Hourly Hem Lori (from Form 71 .- Menimurn Allowed Bonnel Caomtv, 1Ax Line 18 ............................................... I I Elctrc Anmawr AIOM .................................... Elmrie Resinmca Life Cvcle Con lfrom Form 51 Lowat Lde Cvcla Con of ?hi 0th- Svncmi (from Form 51 &CC. ,LCC- 21 ................... f Nan-Oop1.rablo Enmy wlEkmie Rastrtrncw 6edc.U~ Pcrccnreqe of Annual Heat Lou Met by Non-Oeolnetjla Eneqv Source (from Calculatlonil .............................................. - ............................... 22 ,% Hont Pump wnh Elsetrle Raiwanea Suovhmmrerl, Ham Pcrcenraqe of Annul Hat Loss Mar by Elmric Aoimnce ................................ lfrom Calculationd ............................................_- -........ - 23 ,% PROPOSED WATER HEArlNG SYSTEM INFORMATION (Chapter 8) Elarne RcrlNnn Abm s S Elccrric Rmrnance Life Cvcts Can (from Form 61 ................................. ,LCC, 24 - ................... Lovvrn Life Cvcle Con of the Othnr Svnerns (from Form 61 ,LCC- 25 \ PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (ChJptrr 9) ............................................................ bl~ Life Cvcle Cart (from Form 7) oLCC, 26 f Natural Gaq Life Cvd* Can lfrom Form 7) ..................................................... OLCC,, 27 - 5 HOURLYANOANNUAL BUltDlNG HEAT LOSS RATE Form 2 ownar I ,~ aocumentation rutnor am HOURLY HEAT LOSS OESlGN TEMPERATURE DIFFERENCE For All Caditions Othef Than the Following 7O0F - 37 OF 9 AT-1 .1 A3 T, from Form 1 OF OF - For Imulnsd Floor Over Vented Unhastrd Socs. . . . . . . . . Cim 1 f 2. . For Uninrulatd Floor Over Vented UrrSemsd Sou* . . AT-2 Line 2 - S0F . . A7-3 1 3 . . . CONDUCTIVE HEAT LOSS 0 Aru, ft2 or 0.rcrIollon of Aswmely GIuinq “>I-( Fkw 0tk.r -27 U from Corm Crrmlnq aTr 1. ov r. from Factor from from I n a a I I ANNUAL HEAT LOSS HOURLYANDANNUAL BUILDING HEAT LOSS RATE Form 2 HOURLY HEAT LOSS 33 OF DESIGN TEMPERATURE 0 1 F F ER ENCE For All randitions 0th- Than tho Followin) 709 - 47 OF AT,1 -1 1, horn Form 1 For 1nsuln.d Floor 0- VInted Unhmtd Space. . , . , . . . . Cim 1 f 2. . AT,z For Uninruhtd Floor Oun Vented UvLlened SDK. . . . . . Line 2 -Sop . , 8Tw3 2 3 OF "F X I I I INFLITRATION tEnr.r 0 on Line 5 if thrre is mnitius ventilation1 VENTILATION 1Ent.r o on ~ime 6 it !herd IS no positiwavanriinionl ' @ ' . * ftJlmin z "F I 1.08 - . . , . . . . . VanlllNiOn Ail0 from Calculrtlonc ATw from Lana I SubtOtmI 7 8 DUCT HEAT LOSS fEnm 0 on Line 8 if there ace no ducts1 0.15 I Lina 7 . HEAT TR AFIS F E R CO E F F 1 C I ENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 ~ - - List of Construction Components R '4 \ -. \ I Sketch of Ccnrtruction Aiumblv Check one: -Wall Weight 1 b"/G .-Floor 3. 4. 5. 6. 7. a. Inside Surface Air Film OutQee Surface Air Film Tout Thermal Resirtance IRT) 68 Mallng L noa? In a norcrng ~/RT, Overall Heat Transfer Coefficient (Ul Btul (hr.ttl.'F) %'EAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 Chwk.d by owner project system type "I P documentatlon author date List of Construction Components Check one: Lwall Weight a 1 bm/ft2 deii ing/Roof Floor 8. Inside Surface Air Film Outside Surface Air Film R A !I,o ,Dcp lB' heating ,17 hartlng heat1119 ~/RT, Overall Heat Transfer Coefficient (U] e&7qa Btul (hr.ft2 .OF) i HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 c owner I I Ch0Ck.d by I date I prolsct system type “t A documentation author date 4 Sketch of Construction Assembly Check one: -Wall Weight 1 b,/ft2 Zeili ng/R oof ,-Floor Inside Surface Air Film Outside Surface Air Film Total Thermal Ratistonca (RT) R ,68 heating .r7 heatlng Matinp HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 ChUk.d by owner proJect system type +-LA documentatlon author date Sketch of Construction As~smbly List of Construction Components 7. 8. Check one: -Wall Weight 1 bm/ft2 Zeiling/Roof Floor , Inside Surfam Air Film Outside Surface Air Film Total Thermal Resistance (RTI R rq,o i hortlng .I? hortlng 213 keJtlng ~/RT, Overall Heat Transfer Coefficient (U) &- Btul (hr.ft*.’FI HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 project system typa *% )3 documentatlon author date Ch-kd by data List of Construction Components R Sketch of Construction Assfirnbly Check one: L Wall Weight (L,o 1 bm/ft2 /iling/Roof Floor JLa2 ra 5. 6. 7. 8. Inside Surface Air Film Outside Surface Air Film ,cp8 haatlng ,17 hoat Ing 1/RT, Overall Heat Transfer Coefficient (U) Btul (hr.ft2=% ALTERNATIVE DESIGN SUMMARY Form 4 checked by owner project system type date I ,:. documentation author date COOLED BUILDINGS WITH EXCESS GLAZING IChapter 10) Da@W Gluing Arr (from building plans) ....................._....................................................................._. Ag 1 ftz B.ric Gbring Arm (from Form 1) ............................................................................................................ Abp 2 ftz Northarb Gluing Ara (from building plansl .......................................................................... , .............. A"() Gbring Arw Undr Rqulation T2@1403(c)(4) ....................................................................... Line 1-2-3 - Shdd Gluing Cmdit ............................................ (Area of glazing meeting shading requimmenh. Ags) x 2 = 3 4 ft2 ft2 ftz ft2 If Line 4 < 0, then is compliance. Otherwise, complete Lines 5 and 6. 5 . Line 4-5 = 6 Area of glazing which must be tinted (If Line 6 Q 0, tinted glazing is not requiredl YASSIVE SOLAR EXEMPTION (Chapter 101 Total Thermal Mass, MT (from calculatioml ................................................................................................... 7 BtuP F BMk Therm1 MOSS, Mb .................... ft2 x 7.25 + ft* x 2.25 = 8 0tuP P Area of Special Glazing Meeting Msn Requirements, Apm ............................._................... (Line 7-43) f d = Area of Special Gbzing Meeting Shading Requirements. Agp (from calculations1 ........................................... 10 floor area of slab on grade remaining floor arm - 9 ft2, ft2 Area of special glazing exempted is the lesser of Lina 9 and 10. ENVELOPE COMPONENT ADJUmENT (Chapter 51 Standad Design Hourly Hear Loa (from Form 21 .................................................................................... qh 14 -!zuGL Btulhr PmpoHld Design Hourly Heat Lon (from Form 21 ................................................................................... qh 15 BtuEhr If Line 15 < Line 14, there is compliance, NONDEPLETABLE ENERGY SOURCE CREDIT (Chapter 5) standard Daign Annual Heat Loss (from Form 2 using Line 14 above) .................................................. Qh 16 ROWW Oaign Annwl Hem Lou (from Form 2 using Line 15 above1 ................................................ Qh 17 Annual Hest Lou Met by Nondeple-table Energy Source (from calculations) ............................................... 18 Annwl Heat Lon Met by Depletable Energy Source ................................................................................... 19 Btutvr Btulvr Btu/w Btulw If Line 19 < Line 16, there is compliance. LIFE CYCLE COST DEFICIT ABSORBED BY THE BUILDING ENVELOPE [Chapter 5) Stafuhrd Daign Hourly Heat Loa (from Form 21 ............................................................... . .................... qh 20 Hourly Hat Loa to bo Abrwbd by th. Building Envobpa E, from%-% Btulhr - Z) x 3413 Btu/kWh x- -L+$ sLCCa SLCClOWart WLC% w LCC lowat (s from Form 5 from Form 5 from Form 5 from Form 5 Table 7-1 Form I = 21 Btulhr OF -daylyr x Lc. yr/kWh x 24 hrlday HDD from C from PW, from ADPandlX C Table 3-8 Table 7-3 Allanbk Hourly Hrt Lon of Ropord Dosign ....................................................................... Line 20-21 - 22 Btulhr Btu/hr qh 23 -- Fropod Dosign Hourly Heal Lor .......................................................................................................... If Line 23 < Line 22, there is compliance. DATE r, /A /Yzb ROBERT L. FEFFLRMAN J CTRUCTURAL ENGINEER .AN 01.00. CALICOIINIA @ p?3 R VICE NO ROBERT L. FEFFERMAN am oimo. CALICOIINIA STRUCTURAL ENGINEER 0 \ rlLC MO ROBERT L. FEFFLRMAN DAW STRUCTURAL ENGINEER SAM D1100. CALICOCINIA CAO. NO ROBERT L. FEFFLRMAN STRUCTURAL ENGINLLR .AM 01.00. CALIF-NIA t ,v /51' p /.= Ph ROBERT L. FEFFLRMAN STRUCTURAL ENGINEER .AN 01.00. CALICOCIWIA ROBERT L. FEFFERMAN STRUCTURAL ENGINEER I&M 01100. CALlfORNlA oAn CAQC MO - L 14 ' L- ROBERT L. FEFFLRMAN Lr/ CTRUCTURAL ENGINEER .AN OICOO. CALIFORNIA PAOC NO -. c1’: = /zf= 746 ROBERT 1. FEFFERMAN CTRUCTURAL ENGINEER 8AN 01.00. CALICOIINIA /- -.~ TlRL 3 9 ROBERT L. FLFPLRMAN STRUCTURAL ENGINEER #AN DIKQO. CALICOCINIA CAO. 110 h3 FILL No 62 29 ROBERT L. FLFFLRMAN STRUCTURAL ENGINEER 12 BAN 04100. CALIFORNIA CAO. m ,f i L. ROBERT L. FEFFERMAN CTRUCTURAL ENGINEER 8AW DIIQO. CALICORNIA DIT8 CIO. 110 g3 FILS NO., 822f ROBERT L. FEFFLRMAN o*tl CTRUCTURAL ENGINEER ?IO. 110 .AM OIROO. CALIFORNIA ,717' ROBERT L. FEFFILRMAN mn STRUCTURAL ENGINEER 8AW 01100. CALICOCINIA ?A011 NO " 447 ROBERT L. FEFFLRMAN STRUCTURAL ENGINEER *AN DICW. CALICOCINIA TlRI n 3 DA ROBERT L. FEFFLRMAN 8TRUCTURAL ENGINEER *AN DISQO. CALICOCINIA ,- TltU ROBERT L. FEFFLRMAN VtLL NO 8tV STRUCTURAL ENGINEER .AN DICQO. CALJFORWIA r-= Tin. v373- 47v 333 = L73 FILL NO pz z? ROBERT L. FEFFLRMAN STRUCTURAL ENGINEER SAM DIKOO. CALJCORNIA ROBERT L. FEFFLRMAN 8TRUCTURAL ENGINEER SAM 0tCQO. CALIWMIA 7- TITLE C' 1479 UBC 'MILLS PROJECT 18JUN82 1 HOUR FIRE RATING IjESIGt-4 # TI L= 29.56 FT 16.68 IN.TT WITH 2.08 IN-TPG. TT WIDTH= 96 IN. WT = 13198 # RREA 436 - 18 INERTIA 9416.48 13443.13 Yb 11.31 12.94 F~C TT= 5ee6 TPG= 4086 PSI TT COHPOSITE LOADS------- PSF-- TT 56.6 TPG 36.0 SDL 20.8 tL 46.6 N/C 86.6 cow 6.6 . 0 ULTIElHTE 216.4 KiLIN FT---- .--- ~ 448 - 248 - 160 - 328 .688 -488 1.732 16 -112 IN 2i8K STKAt48 STRHNU CG = 6.25 IN FROFl BOT-TT STRRIGHT, STRHND-NO HARPING CRIT. PT. IS AT CENTER OF SPAN ---- DESIGN ~OMENTS(IN-KIPS)----- Plu REG = 226B riu CAF = 4041 = 898 627 M NiC ri cow - Mu tJiC REG! = 1258 Mu N/C CAP = 3355 1 .2Mcr = 2863 - -_____------ STRESSES------------ EFFECTIVE STRESS @ CENTER LINE TOPP I NG 23€;.PSI TOP TT 544 -PSI BOTTOPl TT 258. PSI RELEASE STRESS @ 25" FROM END TOP TT 26.PSI BOTTOM TT 2683 -PSI RELEASE STRENGTH REG = 3338.PSI ---_---- ~ArleERS(INCHES)--------- LOAD @RELEASE @ERECTION FINAL PIS - 67 1.28 I. 46 TT -.25 -. 46 -. 55 z .42 - 74 -87 TPG -.I1 - - 25 2 .63 - 62 SDL -. 85 -. 14 2 -58 .49 LL -. la H +-39 hf 5TD SHEAR flHALYSIS--------- X vu VC Av<sq' a 1 (FT) <PSI > <PSI > <@6' 'O/c: - 75 133. 256 - -039 2-6& 120 - 316. 8 - 060 4-52 93. 149. - 039 7.38 78. 126 - .039 12.29 23. - 126. 0.098 17.21 23 - 126. 6.690 22.13 70 ~ 126- .039 24.58 53 - 145. - 039 27 - 64 116- 291 - 6.008 28-75 133. 256 - - 639 --------- 2.46 116. 291. 0. me 9.83 47. 126. e - 8430 14.75 6. 126 - 8.0e0 15 - 67 47 - 126 - 0 27.42 126. 316 - 0.043~3 SDL LL . z0 .59 - 38 .59 ULT . REHCT IONS/STEM ULT 12.77 12.77 9 1111 1 I, I i ! i i 1 i- I t-4 +-- i ._I_*._ 0 -a 2. ;ti- ‘\’ - 8 I I P p- i\ 4 $--- cs h J- +*-- B h L1 b) n II II 3°C tY II I1 II 3 -- . I i \ IJ I1 i -v-T BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS - - FOIJNOATIONS 5540 RUFFIN ROAD SAN CIIEGO, CALIFORNIA 92123 August 23, 1982 TELEPHONE (774) S65.1955 City of Car lsbad Buildiqg hspection DepartmeTt 1200 Elm Avenue Carlsbad, California 92008 Attention: Mr. Carter Dornell Subject: Project No. 82-8-13A Proposed Pier Supported House bt 159 of Rancho La Costa South kit No, 1 Carlsbad, California Gentleme? : This is to present the results of the pier drilling inspection of the subject property. On August 17, 19~32 terl piers were drilled and inspected by our field engineer. The field observations were summarized on our standard 'Field Report" form, a copy Df which was left at the site for )our field inspector doing the foundation irispections. The piers were numbered as described on our Field Report, which are the same numbers as shown on the calculations prepared by Mr. Robert Fefferman, Structural Engineer, dated August 9, 19a. Piers 9 and 10 were not included on the Foundation Plan, but were drilled 10 feet and 20 feet, repsectively, south of Pier 6, on the same easterly building line. The boring for Pier 2 was drilled prior to the arrival of our field engineer and was 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 oneaixth of the bearing capacity of the soil times the contact area of the pier shaft and the surrounding undisturbed firm sails, as provided by the 1979 Edition of the Uniform Building Code, Section 2908(i). In this instance, the bearirlg capacity of the natural soil was calculated to be at least ZOO0 pounds per square foot os reported in our Preliminary Soils Report, dated Morch 3, 1968. The shear strength was taken as 333 pounds per square foot times the surface area of the pier below fill or loose and fractured top soils at each pier location. City of Carlsbad Proiect No. Ee-8-13A 2- August 23, 1982 The depth of penetration into undistorbed firm sails wos adequate ot 011 pier locations, including Pier 2, to safely support the calculated vertical lods without cleaning out the loose soils at the bottom of the boring. Respectful I y submitted , BENTON ENGINEERING, INC. BY Dan L. Leadlay, Civil Engineer / - Reviewed by RCE No. 10332 Dishi bu tion : (2) Addressee (1) Mr. Stephen G. Davis (1) Mr. Fred Mills BENTON LNGINEERING. INC. Community Development File Review Form Please list below the project(s) for which File(s) you would like to review. Engineering Planning Building 24223 @q&\oiL p\ % Engineering Planning Building Engineering Planning Building I Tww mbq of uhyh G&I@ h-d\owhV request tooreview 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. ~ v Signature ADDRESS: 4-59 3 sf. CITY: s 0. TELEPHONE: 8.. 8 5 / TIME IN: Q: 20 8.q 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. signature Printed Name File Use Authorization: Oept.: Cn.W By: .-)hannL, 1. C- Date: . ,E3 *&/93 -kkJ wd / 7/88 WRITE IT- DON'T SAY IT! Date 19 To a Reply Wanted From UNO Reply Necessary PRINTED IN U3A - ____._____ - - . .- __ __ (3 T iZ I A D I M E N S I 0 N A L Marketing Communicnlions 2131 Pnloiiinr Airport lid. William K. tiandel Suite 312 Principal Carlsbnd, CA 92009 Tel: 619.43 1.512 I Fax: 6 I Y.93 I .b5 I6 Mr. David Hauser City Engineer City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 n K. HANDEL ANCHO LA COSTA, CALIFORNIA 92009 September 20, 1990 SEP 2 1 1990 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. Mopt Cordially, , David 11 wants :cording :equired have to 3t 2428 stability - -. MINUTES GRADING VIOLATION - 2428 BADAJOZ 2075 LAS PALMAS - OFFICE July 16, 1990 ATTENDEES: Bill Handel - Homeowners 2428 Badajoz, Shed 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, baaLC &%L%tdi SHERRI HOWARD Associate Engineer C: Attendees Rohi t Saraiya Building File 2428 Badajoz Engineering File MS 822 -., -. -'.. WRITE 16- 'T SAY IT! Date c.2/kLB/qo 19 0 Reply Wanted To E From f%k?c/' ONo Reply Necessary AIGNER FORM NO. 55-032 PRINTED IN USA - 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. 168-10A 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 manufaztured 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. z3.Q.Lud.hd SHERRI L. HOWARD Associate Civil Engineer SLH:rz 2075 Las Palrnas Drive - Carlsbad, California 92009-4859 - (619) 438-1 161 LJ c cu - V :=4 "0 24) 2 'W 5 - -- I ? 145 0 yl 3 LEVANTE BENTON ENGINEERING. INC. PPPL ltli S0:L MECPANICS F3'JNCATIONS 55.3~ WtlFFIN WOALl ,n~ r)ib(.r i ALIFOHN~A %i,i.,i August 16, 1982 T~LZPPO~F I 7141 565-1955 City of Carlsbad Building Inspection Department 1200 Elm Street Carlsbad, California 92008 Atten tion : Mr. Carter Darnel1 Subject : Project No. 82-8-13A Proposed Pier Supported House Lot 159 of Rancho La Costa South kit No. 1 Carlsbad, California Gent I emen: 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 pien 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 shear strength of the soil along the perimeter of the shaft. This will alleviate the need for cleanout at the bottom. 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. If this procedure is used, precautions must 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. These findings and recommendations will be sent to you and the architect in a report as won as they are known. Respectfully submitted, BENTON ENGINEERING, INC. BY d RCE No. 21 780~ . Reviewed by 3 Philip H. Bedox, Civil Engineer RCE No. 10332 Distribution : (2) Addressee (1) Mr. Stephen G. Davis (1) Mr. Fred Mills BENTON ENGINEERING. INC E .--&A 9 5 1 Professional Service Industries, Inc American Engineering Division JJL ;ky991 ALPHONSE N. VIRGIL10 City of Carlsbad, Engineering Dept. 2075 Las Palmas Drive Carlsbad, Ca 92009-4859 SUBJECT: EXISTING BLOPE REVIEW PROJECT : HANDEL RESIDENCE 2428 BADAJOZ 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 existing slope conditions at the above referrenced site was made by Stetfen Bradley and Richard Kushner of PSI American Engineering, AlphohSe Virgilio from the City of Carlsbad, and Mr. Hendel the ownep. The site and slope review included a brief inspection of the interior walls and foundation, the exterior improvements, and SULffcial slope conditions. The slope evaluated is located on the north ahd 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 appafrehtly 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 kdtid of- 1.75 to 2.0 to 1.0 (horizontal to verticle). It is our tlnder- standing that the building pad and slope was constructed appro%- imately 6 years ago, with the addition of a concrete drainagg swale in the upper portion of the slope 2 to 3 years ago. The swale and bench is approximetely 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, however such an in-depth evaluation was beyond the scope of SekvicBs intended. There were several indications and observed cohditions of surficial slope instability noted. Settlement and lht@:r41 movement of the exterior sidewalks and the concrete draihage swalei and deep erosion of the slope face was observed. These cohdikiahs are common in slopes where over-steepening of cohesionl&s fill materials has taken place. ~~~ 7940 Arjons Drive, Suite A San Diego, CA 92126 0 Phone: 6191695-3730 0 FAX: 619f695-6712 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 do~lrr. 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, INC. Senior Division Manager Division Manager Geotechnical Service$ SNB/wlw:sbOl MINUTES GRADING VIOLATION - 2428 BADAJOZ 2075 LAS PALMAS - OFFICE July 16, 1990 ATTENDEES: Bill Handel - Homeowners 2428 Badajoz, Sherri 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, w &cTfAA& SHEW HOWARD Associate Engineer C: Attendees Rohit Saraiya Building File 2428 Badajoz Engineering File MS 822 i' -) <- TR 1.D I ME NSI ONAL 2131 Pslomar Airpon Rd. Marketing Comniirnicdons William K. Handel Suite 3 12 Principal Carlsbad, CA 92009 Tel: 619.43 1.51 2 1 Fax: 6l9.931.(1516 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. CONFERENCE REPORT / 6L.m m&- \’\ WRITE IT- DON'T SAY IT! To Flc E c] Reply Wanted From Z%WEi ONo Reply Necessary AIGNER FORM NO. 55-032 PRINTED IN USA City of CarlsbarJ MISCELLANEOUS 1200 ELM, CARLSBAD, CA 92008 TEL. (714) 438-5525 RECEIPT City Zip Tel. State Lic. S. Classif. ~~ ~ ZOMPLETE FOR PLAN CHECK ONLY City Lic. No. ASSESSORS PARCEL NO DESCRIPTION OF WORK / Signature of Applicant _I MISCELLANEOUS FEE RECEIPT 0 0 0 0 0 0 0 0 0 0 0 n DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES FEE SCHOOL FEE. DISTRICT Carlsbad Encinitas San Diego San Marcos U n 0 - ~ n r- I r-l I n I n I U I 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 03409 NO. ENGl NE E R I NG DEPARTMENT 729-1181 EXT. 34 PERMIT FOR WORK ON CITY RIGHDF WAY STATE LIC. NO. ~ 74--Yc, FOR APPLICANT TO FILL IN BUILDING ADDRESS 24254 &dB ~/?L~RJDZ ClTV LIC. NO. Emergency TEL. NO. DESCRIPTION OF WORK STARTING DATE 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 applicable City Ordinances and State Laws and with the requirements of this permit. DATE SIGNATURE OF PERMITTEE I ADDRESS f7/ AUTHORIZED AGENT ENDORSEMENT OF COMPLIANCE I have examined this aprplication and have found that it complies with all requirements of the Carlsba&en*onmental PrOtectiOn PERMITTEE CALL CITY ENGINEERING DEPARTMENT FOR INSPECTIONS CHECKED BELOW: 24 Hours Notice Required. DATE IN SPECTOR 0 EXCAVATION EORMS 0 BACKFILL 0 PAVEMENT 0 PRIOR TO BACKFILL I~HRIOR TO CURB CUT SPECIAL CONDITIONS (AI ALL WORK MUST CONFORM TO REDUIREMENTS bF CITY OF CARLSBAD STANDARDS, PLANS AND A.P.W.A. SPEC1 FICATIONS. (8) INTERFERENCE WITH TRAFFIC MUST BE KEPT TO A MINIMUM. (C) PERMIT EXPIRES SIX (6) MONTHS FROM DATE OF ISSUANCE UNLESS EXTENDED BY CITY ENGINEER. (Dl OTHER PERMIT FEE f TOTAL $ APPROVAL FOR RELEASE INSPECTOR'S SIGNATURE DATE COPIES: BLUE-OFFICE YELLOW-INSPECTO~ GREEN-FINANCE PINKPERMITTEE MANILA CARD MUST BE POSTED ON JOB 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. 168-10A 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 442 7. aQuel.hd SHEW L. HOWARD Associate Civil Engineer SLH:rz 2075 Las Palrnas 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 ngt 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. 3AuAd-d SHERRI L. HOWARD Associate Civil Engineer SLH:rz 2075 Las Palrnas Drive Carlsbad, California 92009-4859 (61 9) 438-1 161 1 I I I. William & Margaret Handel 242E ,3adajoz Place #B Carlsbad, CA 92009 8ENDER: Complete items 1 and 2 when additional services are desired, and complete items and 4. 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 to and the date of deliver . For ad- following services are available. Consult postmaster for fees an c ec x es or additional serviceis) requested. 1. Sk: tb \liom delivered, date, and addressee’s address. 2. 17 Restricted Delivery J (Ertra charge) (Ertra charge) 4. Article Number 3. Article Addressed to: I I I Always obtain signature of addressee I or agent and DATE DELIVERED. 8. Addressee’s Address (ONLY if requested and fee paid) I I DOMESTIC RETURN RECEIPT 1 PS Form’ 38 1 1, Apr. 1989 Assessor 's Parcel No. 21 6-190-53 I 4mL r- Type of Building duplex NO. Units 2 1 I ( Pre-Pd Lateral Size: 4" -.- 6" - 8" - Saddle - Easement Connection - Extra Footage: @$ Extra Depth: @$ - Lateral Fee Prorated Sewer Service Fee Ck. Mo/Cash Rec'd By Tots 1 $- The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed'by the Leucadia County Water District. The service lateral is that-part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District'% 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 TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually 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. r TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- / -- REQUEST TO INSPECT FILES DATE: ct --/4--9J7 .f DEPT: BLDG: >\ ENG: PLNG: Y CASE NAhlE: F2-c.Ip -- order and condition in. which they were presented to me. Simature 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. . c NAME OF PERSON RETRIEVING FILE: a-hq NAME OF PERSON ACCEPTING RETURNED FILE: QCL-. RIF.FRM APPENDIX F Form '1 SITE INFORMATION Heating Dqcs Dav (from Apoendia C1 .--L--C.----.-...I.--__---. HOD Outsde Design Tompcraturo ((ram Apmndix C 01 A~ondix GI......,,...... Tow PROPOSED EUI LD ING ENVELOPE INFORMATION Cmu Fbor Ara if Lcm43iso (from Ca:culattonsl ............................... Crm Wall Aru if High-Flir lfrom Calculations1 6asic Clrzinp Am8 (16%0f Line 3 if 10~41~2 01 mot Line4 if hiqhmrl At ................................ A, Oaqnd Glazing Aru (from Calculations) ................................ -......- ........ A9 Abg ........ Ooscrietlon 01 Assomoly Glrrmg CLV , < \\Sc'>LF- UP1 uw3 u12 PROPOSED SPACE HEATING SYSTEM (Chapter 7) Gar Furrwo .................................. Qn Building Design Hor;rlv Hem Lois Ifmm Form 2) ." Maximum Allowed Bonne Cawcttv. 14 x Lino 18. .............. .. ........ .. .................... E1-w Rosranca Alan. Electric Rnsiltrnce Lifr Cvcts Con (from Form 51 ............_....I ................. 'F-dav OF 11 12 :: .- 15 a 16 17 18 .*. G ,/' Brulhr 19 Btuihr 20 5 ................... Lowen Life CVCte Con ot the Other Svnims (from Form 51 ,LCC,, 21 f Non-O.pl.tablo Enmqv w/Ekcnu Rosinanem 8adc.Up Percentage of Annual Hat Lou Met bv Nan-Ocolutablr Enerqv Source ffrom Calculationst ........................." ................................................... 22 % Hon Pumo wnh Elutric Rmiuancr SuopU1emrmt.q Hmm Percentage of Annual Hat Lo%¶ Met bv EImric Amisnncc PROPOSED WATER HEA rthlG SYSTEM 1NFORMATlON (Chaoter 81 (from Calculatlond ............................................---... .................................... 23 c6 Elmc Rodluncr A&- ................................. Elmric Rerinance Life Cvc!e Con (from Form 6) ,LCC* 14 - f ................... Lowest Life Cvcle Con of tka Othnr Svnems lhom Form 61 WLCC- 25 5 \ PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATlON (Ch~ptlir 9) ............................................................... blu Life Cvch Cast (from Form 71 oLCC, 26 9 Nmml Gm Life Cvch Can lfrorn Form 7) ..................................._.................. &Cn9 27 - 5 _I__-__ I ~ . __ . . . . . . . ... .- . ..