The URL can be used to link to this page

Home My WebLink About1019 SAGEBRUSH RD; ; CB051988; Permiti ! I I City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-13-t 16 Residential Permit Permit No: CB051988 • Building Inspection Request Line (760) 602-2725 Job Address: 1019 SAGEBRUSH RD CBAD Permit Type: RESDNTL Sub Type: SFD Status: Parcel No: 2146441100 Loi#: 181 VN CT98-14 Applied: Valuation: $396,538.00 Construction Type: Entered By: Occupancy Group: 07/20/2005 # Dwelling Units: Reference #: Structure Type: SFD Issued: Bedrooms: 4 Bathrooms: 4.5 Inspect Area: Project Tille: CHESAPEAKE BAY-PLAN 3-PHS 6 Orig PC#: 4225 SF,668 SF GAR,134 SF DECK,129 SF PORCH Plan Check#: Applicant: STANDARD PACIFIC CORP STE 200 5750 FLEET ST CARLSBAD CA 92008 619 292-2200 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $1,461.32 $0.00 $949.86 $0.00 ($75.99) $39.65 $2,436.00 $0.00 $0.00 $0.00 $0.00 $12,780.00 $0.00 $0.00 $0.00 $0.00 ?? $2,999.00 D5/8 $0.00 $0.00 Owner: STANDARD PACIFIC CORP 5750 FLEET ST #200 CARLSBAD CA 92008 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing lnlieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES FINAL 05/26/2005 SB Plan Approved: 07/20/2005 PD PC02-32 PC05-62 $0.00 $160.00 $2,461.00 $3,487.76 $7,216.99 $0.00 $0.00 $0.00 $660.00 $0.00 $0.00 $231.00 $60.00 $85.00 $0.00 $0.00 $0.00 $0.00 $1,994.00 $0.00 $36,945.59 Total Fees: $36,945.59 Total Payments To Date: $36,945.59 Balance Due: $0.00 Inspector. Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure wiU bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any infhih hih th . m City of Carlsbad Bldg Inspection Request For: 06/12/2006 ' Permit# CB051988 Inspector Assignment: PD --- Title: CHESAPEAKE BAY-PLAN 3. PHS 6 Description: 4039 SF,668 SF GAR,134 SF DECK,129 SF PORCH Type: RESDNTL Sub Type: SFD Job Address: Suite: 1019 SAGEBRUSH RD Lot 181 Location: OWNER STANDARD PACIFIC CORP Owner: STANDARD PACIFIC CORP Remarks: Total Time: CD 19 29 Description Final Structural Final Plumbing 39 Final Electrical ~, Comment ,r µ ttit) 49 Final Mechanical Comments/Notices/Hold Requested By: LARRY Entered By: JANEAN I I Associated PCRs/CVs Original PC# PC0S-62 lns()eclion Hislo[Y Date Description Act lnsp Comments 04/06/2006 39 Final Electrical AP PD 02/21/2006 17 Interior Lath/Drywall AP PD SHOWERS 02/15/2006 23 GasfTesVRepairs AP PD 02/02/2006 17 Interior Lath/Drywall AP PD 02/02/2006 18 Exterior Lath/Drywall AP PD 02/02/2006 23 Gas/Test/Repairs co PD LOW TEST 01/17/2006 16 Insulation AP PD 01/12/2006 84 Rough Combo AP PD 12/19/2005 13 Shear Panels/HD's AP PD 11/30/2005 15 Roof/Reroof NR PD 09/30/2005 81 Underground Combo AP PD 09/22/2005 21 Underground/Under Floor AP PD 09/22/2005 22 Sewer/Water Seivice AP PD m CIIYDI Clrllbld -· Ila Final Boildlng ~~snectlon ---- Dept: Building Engineerin~MWD St Lite Fire Plan Check#: PC05-62 · Date: 06/12/2006 Permit#: Project Name: Address: CB051988 CHESAPEAKE BAY-PLAN 3-PHS 6 4039 SF ,668 SF GAR, 134 SF DECK, 129 SF PORCH 1019 SAGEBRUSH RD Contact Person: LARRY Phone: 7602504547 Water Dist: CA Sewer Dist: CA Permit Type: RESDNTL Sub Type: SFD Lot: 181 .......................................................................................................................................................... l~d ~-By· ·W ~ Date 6 I- Inspected: -/ ).-C) Approv~-Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: _____________________________ _ .PREFERED·CONSTRUCTION INSPECTIONS, INC 4888 Ronson Court, "G11 (858) 576-9110 Fax (858) 576-7028 San Diego, CA. 92111 JOB NAME: CHESAPEAKE BAY JOB ADDRESS: 1019 SAGE BRUSH ROAD OWNER: CLIENT: ARCHITECT: STANDARD PACIFIC HOME STANDARD PACJFIC HOMES INSPECTOR: LARRY ROBERTSON FIELD CONCRETE SAMPLE OF: MIXNO.: 46901 PROPORTIONS: ADMIXTURE: TYPE OF CEMENT: CONCRETE SUPPLIER: ROBERTSONS TEST REPORT CONTRACTOR: ENGINEER: JOB NO.: 3735 DIAZ CONSTRUCTION DAVIDSON REINFORCING COMP BUILDING AUTHORITY: CITY OF CARLSBAD PERMIT NO. CB05-l 988 PLAN FILE NO. LOCATION OF SPECIMEN LOT #181 NORTH EDGE SLAB IN JOB OR STRUCTURE: MADE BY: LARRY ROBERTSON SLUMP: 5" DATE MADE: 10/4/2005 DATE RECEIVED: 10/5/2005 TICKET NO. 13067144 LABORATORY TEST DATA AGE TESTED: SPECIMEN MARKINGS: DA TE TESTED: DIAMETER-AREA-SQ. IN.: ULTIMATE LOAD -LBS: UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI: DISTRIBUTION: STANDARD PAClFIC HOMES DAVIDSON REINFORCING CITY OF CARLSBAD 10 DAYS 83621 10/14 28.28 106500 3770 28DAYS 28DAYS HDAYS 83622 83623 11/0 I 11/01 28.28 28.28 129000 130500 4560 .#'(,( 4610 ,ftcoc TEST BREAK IN USUAL CONFIGURATION WITH UNBONDED CAPS UNLESS NOTED OTHERWISE. TESTMETHODS-ASTM c: C39: [] Cl73: CJ C23!: ~ Cl231: □ Cl 72: [7 CI43: iJ Cl38: TYPE OF FRACTURE ' , ' , " " , ' , ' Q 0 □ I i '' '' '' '' '' '' GEOCON INCORPORATED 6960 FLANDERS DRIVE ■ 0 GEOTECHNICAL CONSULTANTS (I> SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL 18581 558-6900 ■-FAX 18581 558-6159 - FOUNDATION OBSERVATION REPORT 0 PROJECT NAM0·0 µp,.;:,.___,_7,;_,,.~A--rr..._ Cl,-\E;',/\P\:k'Vf: 13""-'-I • \ ' I PROJECT NO. 6031-3L -IOA LOCATION : L o-r S 1 '-2,o I S 3 DATE: '1 · '2.-8 · o" FOUNDATION LOCATION ('f 1 no en ire UI mg f b 'Id' PLAN FILE NO. PERMIT NOS: lo, 13o-C13051983 □ ADDITIONAL OBSERVATION REQUIRED C Bo<;;\ '786 FOUNDATION TYPE: l o-r-I $1 - 0 CONVENTIONAL Lcrr lc,L -CB0',1"t8'--/ Ji;!' );I:' POST-TENSIONED L o-r l't,--S -C8oS-l"f9'<;; SUBSTANTIAL CONFORMANCE • PURPOSE OF OBSERVATION Ea Verify soil conditions exposed are similar to those anticipated jil' Verify footing excavations extend to minimum depth recommended in soil report □ Verify foundation reinforcement complies with minimum recommended in soil report D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report Ja'. Verify footings have been extended to an appropriate bearing strata □ Other ■ APPLICABLE SOIL REPORT: TITLE' F:, Si :11 i<\-p,:v:T O t: -re:,.--, "i r'o 1 0 RS'f:12-V ,_.,.,;, '-' SE""·" 1'-E :;: l) ,R' ur.:._ S1-r::c 617r,tT)!,-..\ '~~~::i.~--i-:--~A--r.c-.. ?~\ ,,...,.. C'r,eL-:,~;-,'\D / Ci>-' DATE: !{._-L -n'--/ • SOIL REPORT RECOMMENDATIONS BASED ON: p<!: Expansion Condition ~VERY LOW □ LOW □ MEDIUM □ HIGH □ VERY HIGH D Fill Geometry------------------------------------ □ Other:--------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS: 'IZI Footing Depth: ,0'12 Inches □ 18 Inches D 24 Inches OTHER __ ('~"~--r-__ 1=~------- Footing Reinforcement: □ No.4 T&B □ 2-No.4 T&B □ 2-No-5 T&B □ Post-Tensioned OTHER: _____ _ Interior Slab Reinforcement: □ 6x6-10/10 □ 6x6-6/6 □ No.3@24Inches □ No.3@18lnches D Post-Tensioned Slab Bedding Material and Thickness: ~S=l\c::'-':,__':..::"'c_ ________ Vapor Barrier: \J 1 :.&wE1C ,.-J Foundation Width: --------------------~------------- • OBSERVATIONS: 19" Substantial conformance with Soil Reports (see "Purpose of Observation") D Substantial conformance with Foundation Plans. Identify: -------------------- D Other • COMMENTS: ( ~ ') NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS Will BE QEANED OF LOOSE MATERIAL ~RIOR. TO PLAONG CONCRETE AND THAT 11-E SOil MOISTURE CONTENT Will BE MAINTAINED c::;,-r~,-l"'.l/"'Y-D'\?:"-, 'f''-~ I /! ~-;:, ,.---. . -t. ' ,, j \,u'P,);-,.J (\-.>-l>:::L-•>-J --upt-lZ''.lot•J'"-'--'c \,.,\Jf_ /✓ 'Jer'--, FIELD COPIES TO GEOCON REP SENT ATIVE PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888 RONSON COURT "G" !3AN ~ll;GO, .CA 92111 TELEPHONE (858) 576-9110 I JOB NO. .,FOR WEEK / / CERTIFIED INSPECTOR'S WEEKLY REPORT ENDINCl COVERING WORK PERFORMED D REINFORCEDCONCRETE 0 STRUCT. STEEL ASSEMIIL Y D SPRAY-APPLIED FIREPROClflNG WHICH REQUIRED APPROVAL BY 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OoTHERlrk .-.:~·11,(: ,/',.Co::. ";''' THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY D DEEP FOUNDATION JOB ADDRESS 8Ul.ON3 PERMIT NUMBER I Pl.AN FILE NUMBER c; /'r r.,;::: t.2 R, ,s, _,_; J<,·, ~~-b. t . ,\) lt:: f· ( ,, l. :"1 (.J _,, . ,- O'lt'NER OR PROJECT NAME ARCHITECT .. 11': ~ I./;:~<:, .4 /Jc; .,,. t J' ...!5.~ ..:.1 \./ ' CONSTR. MATt. (TYPE. GRADE. ETC.) I DESKIN I SOURCE OF MFQR ENQIIIEER STRENGTH !'~_·./)r/, r-(.(),.(.,,/ DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR., WELO-ROO, ETC.) GENERAL CONTRACTOR \I J j) ~---.--;r',...) ~ lv 1· t:i-t,,-' C /./'· r • / '~-, ! ft. ,. ' . . :•· !.'...'--~·:; ,. ,. ~DOING REWOWORK .d1, J <'A;iU LAB. AECEIVIMI I ~&TING CONSTR. MAT'l. SAMPLES /lir _,r1-: INSPEC· ARRIVAL DETAILED V TION TIME. REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN. 'M>RK REJECTED. JOB PAOILEMS. PAOOAESS. REMARKS, ETC. DATE DEPARTURE WORK IICWDH Nl'OINATDI MOUl'-MICUffl o, MATINAL JIUCID 0111 W0M l'tN'OMIID: ,,...I\ nN I DINT. NO'I. MTl!IT l.....u!I T.vcs.; ITN.leT. TIME INSPECTED CCN\IICTICINI (MLDI MADI, H. T.101..11 TOROl.eDt CNICICID: ITC. I ~, r..· . ,..~ " /;;" .. ~, .r2_ ( t::.:: 12 .. t/ F--:r::.:::, ----:-' ;:-r /. ,.,,... ... . ·-; -:_,,,..::, ' . r !G'l .,fr: i-~-t')-7 f:: ,\ I ·•< /~ ~ L--~-I ,;:", -·· . " r· _,.,,4 /.i_ I ,. (. .. "1 /\,) !' ·,, ,1;:::-r;;. .,(, .C.~v-;:.'/'·~ r, ,1/·,,., /'!,/ ( ' , 4 ,:'i . ' ,:";.1 I /'../J A,.-, r--C,..-:, i. ' ' ~·,:-..... ,,. ' ' ,1/J • ,Y-Y, .L '() I ,v ( I . ) " ✓ ? ' A I,; l,-,, .. \/) •' I .. \ ,/Y<(<.. ,,:::_ <•"·' /):/i.C ) ,A:' ,.-::._ --~~;;. ' ' ~--rr;· .. , . I-~>-1,,~-7,,r'\ / ,l J: 1~ -/• t ,.1 /i ;-,\ .~{ ,,; ,,~ .-<.,.-, .. i I i'-' , I.~·-:-/1> /.S ,· .4r"-c; .r::.: 1? ! 7-,,.. . £::·;1 ~ r-/ ;, ,j i •, ' I:::-· U. ,-,Cl . ., . '!,,,.- i(.)() (D / 'r ii ',; .;,) ' h- 'k'/ ' '; <; ~-• :,,.-,· INSPECTOR -°"""" I 4 li £,,/ _,;:. ~ >-1~: p /,[ -r-":..~ /-.:/ / ... ( .,(" ,.,tj__.:,_J_ /_.\-~•--SIGNATURE ~-; . DATE SIGNED -l I ~:. _r I ;, l C&ATFICATE NO •.. s·_,·-, ?e (, /'o ~ ' . ~ NOll:AU. ........ __..IAATN,._IY,_.Y0/1M-PCUCMINIITta.-S1DIDATIL CERTIFICATION OF COMPLIANCE: To lhe best of our knowledge, all of the reported work. unless otherwise noted, substantially complies with approved plam ~pecifical(~~~ ~-n-~--~pPlicable sections of the building codes. This report covers the locations of tha work Inspected only and does not constitute englneartng opin-