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Home My WebLink About2420 LAPIS RD; ; CB053890; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-0!J-2006 Residential Permit Permit No: CB053890 Building Inspection Request Line (760) 602-2725 Job Address: 2420 LAPIS RD CBAD Permit Type: RESDNTL Sub Type: SFD Status: ISSUED 10/17/2005 SB Parcel No: 2132320900 Lot#: Applied: Valuation: $392,849.00 Construction Type: Entered By: Occupancy Group: 01/06/2006 Reference #: 40 NEW CT02-23 Plan Approved: # Dwelling Units: Structure Type: SFD Issued: 01/06/2006 Bedrooms: 4 Bathrooms: 4.5 Inspect Area: PY Project Title: CASTLEMARE @ THE GREENS PHS 5 Orig PC#: PC040071 PLAN 2 3993 SF LIV, 809SF GAR, 178 SF DECK, 168SF PORCH Plan Check#: PC05-107 Applicant: WARMINGTON HOMES 3090 PULLMAN STREET COSTA MESA, CA 92626 714-557-5511 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 Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $1,449.00 $0.00 $941.85 $0.00 $0.00 $39.28 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,188.00 D5/8 $0.00 $0.00 Owner: WARMINGTON LC G ASSOCIATES LP C/O AMELIE GILBERT 3090 PULLMAN ST #A COSTA MESA CA 92626 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee 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 Total Fees: $22,987.95 Total Payments To Date: $22,987.95 Balance Due: Inspector: FINAL APPROVAL Date: ID-!(-tJ{.,, Clearance: $0.00 $160.00 $4,138.00 $2,820.97 $7,149.85 $0 00 $0.00 $0.00 $700.00 $0.00 $0.00 $217.00 $60.00 $105.00 $0.00 $0.00 $0.00 $0.00 $1,844.00 $175.00 $22,987.95 $0.00 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 will 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 ....:F~ROM=-~--------------.:_F.:_:AX:.;_.:N0_:::•_:,:;6=029:::3=35:,:_ ___ -:--:---=0:.=.ct. 11 2006 06: 4EA1 Pl A-rrN·. C ~~l~:r,•N~•. ·-'City of .Carlsbad _1635 Faraday Avenue, C..rbbad Califomi~ . 92008 INSPECTION ~ECORD . · INSPECTION REOORD CARD WJTH·APPROVED PLANS · · MUST BE KEPT ·oN THE Joe- · .... cAtl PRiolito 4;00 P.M: .FoR NEXTWORK .oAv 1NsPecriqN .. BUILDING'INSPECTION: (760) 602-2725 :····· . :. i._._. ;If~.• •. ,I ·., . . e . City of Carlsbad Bldg Inspection Request For: 10/10/2006 . Permit# CB053890 Inspector Assignment: PY ---Title: CASTLEMARE@ THE GREENS PHS 5 Description: PLAN 2 3993 SF LIV, 809SF GAR, 178 SF DECK, 168SF PORCH Type: RESDNTL Sub Type: SFD Job Address: 2420 LAPIS RD Suite: Lot 40 Location: OWNER WARMINGTON L C G ASSOCIATES L P Owner: WARMINGTON LC G ASSOCIATES LP Remarks: Total Time: CD Description Act Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical -·--~- Comments/Notices/Hold Phonen71878 lnspec~ Requested By: BILL Entered By: KAREN Associated PCRs/CVs Original PC# PC040071 lnsgection HistO[Y Date Description Act lnsp Comments 07117/2006 39 Final Electrical PA PY EMR 05116/2006 82 Drywall/Ext Lath/Gas Test AP PY 0511512006 82 Drywall/Ext Lath/Gas Test NR PY 0510812006 84 Rough Combo AP PY 0510112006 13 Shear Panels/HO's AP PY 0412712006 13 Shear Panels/HD's co JM PRELIM & FIRESTOP COURTYARD FIREPLACE 04/0412006 15 Roof/Reroof AP PY 02/0312006 11 Ftg/Foundation/Piers AP PD 01/25/2006 21 Underground/Under Floor AP PY 0112512006 22 Sewer/Water Service AP PY Southwest Inspection and Testing, Inc. 10826 South Norwalk Blvd., Santa Fe Springs, CA 90670 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 REGISTERED INSPECTORS'$ DAILY REPORT I SWIT Job No. -.,. I Date TYPE OF O Reinforced Concrete D Strticturol Steel Assembly D Quality Control INSPECTION ~ Post Tensioned Concrete D Fire Proofing □ Other REQUIRED Reinforced Masonry □ Asphalt Job Address I A~I < City ,//;A,,./T~ /?1. ,I, I<' ( ./) Job Nome Permit No. I Issued By / / ,1,,,., /) 1,) / A ·1 1-/ ,,-.,.·./ <. "(.,., ./<r/ J. I Type of Structure Architect W. ) / I/ LI I 1 I I --HA//,,,,, ' ~I Material Description (type. grade. source) Engineer /1,)/_!7/AAJ ·1 1 I L I , I I I' I/, _J -/, '7 ( ;£) ,;f ..J /) Contractor /.,, __ Ml A/,;:__-rr,1,,-../ I ,~11/ ""- lnspector(s) Nome -Subcontractor JI,.. I A, , ) I' TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES ;, I} r _ ,/ INSPECTION SUMMARY -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, TYPE & IDENT. NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS T0ROUED) CHECKED, ETC. ) ,"' j '//I/" / /V ~ /.)./ 7 I /.JA/ . ~ .•11'1 /• < 1)) . )IA ~I -. I) I"~ .1>K ;)/ /.)/A,./ . /, ) / ./ \ I ) ,,, ,_ o> I r-/,,-;--:> v -C/?o,'{ ;< .-., 2---r - I -2-1 -1 J<~ 94? -. - I (,/)-~ I ....... ~ xCJ ✓--i -- CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE All OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOITO. I HAVE FOUND THIS WORK TO COMPlY WITH TllE APPROVED PLANS, SPECIFICATIONS, AND APPllCABLE SECTIONS OF THE GOVERNING BUILDING LAWS. SPECIALTY SIGNATLIRE OF REGISTERED INSPECTOR / NO. AGENCY I,... -:r-? ,,, 2Q l'/r1 -/ I < '"7 -r' r, 1-n? j))./ -,, 'J '-/ J I LA f) ;) -? ./1 ,,.. - ') I;,,,, I, I -,.. 1 '-I...) '.) I -rl - CONTINUED ON NEXT PAGE 0 PAGE OF TIMEIN TIME OUT REG. HOURS 0.T.HOURS CYLINDERS '1 IJ /, 7 .) ~ ... .,... ---All inspecti6ns based on a minimum of 4 hours and over 4 hours -8 hour minimum. In addition, any inspection extending past noon hour will be an 8 hour minimum. Approved by --- Project Superintendent WHITE -OFFICE COPY. CANARY -ACCOUNTING COPY, PINK -INSPECTOR'S COPY, GOLDENROD -JOB SITE COPY GEOCON INCOfl,J:'PJ3.ATED 6960 FLANDERS DRIVE ■ e GEOTECHNICAL CONSULTANTS C'~~ SAN DIEGO, CALIFORNIA 92121-2974 ■ TEL (858) 558-6900 ■ FAX (858) 558-6159 ., FOUNDATION OBSERVATION REPORT PROJECT NAME: :?,f.E.f/\1 \J LOCATION : ,,_f ~OS'Ifr: PROJECT NO. l (d./-03-52..-/j: DATE : -=--.,=e-~·--=--0~3-•_dp....,.__ __ _ FOUNDATION LOCATION (if not entire building) __,:..,__...__'::-:r(""-+-+'-.---3 ......... 9'-,,_,,,-;.•3_ti--'-.,,._~-~-"-'-,".,,_) ___________ _ PLAN FILE NO. PERM T NOS : FOUNDATION TYPE : □...,.CONVENTIONAL )j" POST-TENSIONED • PUJU>()SE OF OBSERVATION LB 05 3<2>Cfi 3~; tB 0~ 8£\~ : ~('I 28 0 0 ADDITIONAL OBSERVATION REQUIRED ~UBST ANTIAL CONFORMANCE M'°.Verify soil conditions exposed are similar to those anticipated ~ Verify footing excavations extend to minimum depth recommended in soil report □ Verify foundation reinforcement complies with minimum recommended in soil report □ Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report ri/ Verify footings have been extended to an appropriate bearing strata □ Other ------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS: ~ Footing Depth : □ 12 Inches ~ 18 Inches □ 24 Inches footing Reinforcement: □ No.4 T&B □ 2-No.4 T&B □ 2-No.5 T&B E:YPost-Tensioned OTHER : Interior Slab Reinforcement : □ 6x6-10/10 □ 6x6-6/6 □ No.3@24Inches D No.3@18Inches [8 Post-Tensioned ,, L.. Slab Bedding Material and, Thickness : ,.::) Vapor Barrier: .-Vc..,Jf---"""""""---=-=·l.__ Foundation Width : ~f.N~}J-=------------------------------ • OJSERV ATIONS : ts/ Substantial conformance with Soil Reports (see "Purpose of Observation") □ Substantial conformance with Foundation Plans. Identify : ------------------- D Other _ N TE: lr"IS.,-SSUMEO THAT ALL FOOTING EXCAVATIONS WILL BE OEANEO Of LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT Tl-£ SOIL MOISTURE CONTENT WILL BE MAINTAINED /(Kl --Ka.f' r, '"" J~ } , :rer FIELD COPIES TO GEOCON REPRESENTATIVE