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Home My WebLink About1821 ARTEMISIA CT; ; CBRA2020-0165; PermitBuilding Permit Finaled (city of Carlsbad Residential Associated Permit Print Date: 02/12/2021 Job Address: 1821 ARTEMISIA CT, CARLSBAD, CA 92011 Permit Type: BLDG-Associated Permit Residential Work Class: Parcel#: 2150530146 Track#: Valuation: $322,857.46 Lot#: Occupancy Group: #of Dwelling Units: 1 Project#: Plan#: Condo CT140010 108 DEV14060 Bedrooms: 4 Construction Type:VB Bathrooms: 3.0 Project Title: POINSETTIA 61 Orig. Plan Check#: PC2020-0009 Plan Check#: PC2020-0029 Permit No: CBRA2020-0165 Status: Applied: Issued: Finaled Close Out: Inspector: Final Inspection: Closed -Finaled 08/17/2020 08/31/2020 CRenf 02/12/2021 Description: POINSETTIA 61 (TREVISO): PHASE 12 // LOT 108 // PLAN 2 // 2,011 SF LIV// 434 SF GARAGE// 88 SF PATIO Applicant: LENNAR COMMUNITIES INC ALAN CHIK 25 ENTERPRISE, # 400 ALISO VIEJO, CA 92656-2708 (949) 204-4628 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) COMMUNITY FACILITIES DISTRICT (CFD) FEE -RES ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PARK IN-LIEU FEES SF DETACHED & DUPLEX: SW PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES -inside CFD SB1473 GREEN BUILDING STATE STANDARDS FEE SDCWA SYSTEM CAPACITY 1.5" Displacement SEWER BENEFIT AREA FEES -J SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1-Medium BLDG TRAFFIC IMPACT Residential Condo w/in CFD WATER METER FEE 1.5" Displacement (P) WATER SERVICE CONNECTION 1.5" DISPLACEMENT (P) WATER TREATMENT CAPACITY 1.5" Displacement Total Fees: $60,279.64 Total Payments To Date: Building Division $60,279.64 Contractor: LENNAR HOMES OF CALIFORNIA INC 15131 ALTON PKWY, # UNIT 365 IRVINE, CA 92618-2385 (949) 349-8214 Balance Due: AMOUNT $1,417.65 $912.97 $3,617.04 $66.00 $175.00 $92.00 $5,728.00 $182.00 $5,876.01 $13.00 $15,903.00 $2,078.00 $982.00 $41.97 $246.00 $3,240.00 $632.00 $18,636.00 $441.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov PERMIT INSPECTION HISTORY for (CBRA2O2O-O165) Permit Type: BLDG-Associated Permit Residenti, Application Date: 08/17/2020 Owner: Work Class: Condo Issue Date: 08/31/2020 Subdivision: Status: Closed -Finaled Expiration Date: 05/19/2021 Address: 1821 ARTEMISIA CT IVR Number: 28065 CARLSBAD, CA 92011 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-13 Shear Panels-HD (ok No to wrap) BLDG-15 Roof No Sheathing-Re roof 11/13/2020 11/13/2020 BLDG-84 Rough 143720-2020 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 11/20/2020 11/20/2020 BLDG-82 Drywall, 144358-2020 Passed Paul Burnette Complete Exterior Lath, Gas Test, Hot Mop Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior Lath-Drywall Yes BLDG-18 Exterior Lath and Yes Drywall BLDG-23 Gas-Test-Repairs Yes 02/02/2021 02/02/2021 BLDG-Electric Meter 149648-2021 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency FaceTime inspection completed on Yes 2/2/2021 02/12/2021 02/12/2021 BLOG-Final Inspection 150479-2021 Passed Peter Dreibelbis Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No Friday, February 12, 2021 Page 2 of 2 Building Permit Inspection History Finaled (City of Carlsbad PERMIT INSPECTION HISTORY for (CBRA2020-0165) Permit Type: BLDG-Associated Permit Residenti; Application Date: 08/17/2020 Owner: Work Class: Condo Issue Date: 08/31/2020 Subdivision: Status: Closed -Finaled Expiration Date: 05/19/2021 Address: 1821 ARTEMISIA CT IVR Number: 28065 CARLSBAD, CA 92011 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status 09/02/2020 09/02/2020 BLDG-21 137266-2020 Passed Chris Renfro Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-22 Sewer/Water 137267-2020 Passed Chris Renfro Complete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/17/2020 09/17/2020 BLDG-11 138579-2020 Passed Chris Renfro Complete Foundation/Fig/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-12 Steel/Bond 138580-2020 Passed Chris Renfro Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/02/2020 10/02/2020 BLDG-14 139955-2020 Passed Peter Dreibelbis Complete Frame/Steel/Bolting/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Floor sheathing Yes 10/22/2020 10/22/2020 BLDG-15 Roof/ReRoof 141712-2020 Passed Chris Renfro Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/04/2020 11/04/2020 BLDG-13 Shear 143054-2020 Passed Chris Renfro Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/09/2020 11/09/2020 BLDG-83 Roof Shoaling, 143230-2020 Failed Paul Burnette Reinspection Incomplete Exterior Shear (13,15) Friday, February 12, 2021 Page 1 of 2 j , ' Southwest Inspection and Testing, Inc. 441 Commercial Way, La Habra, Ca 90631 (562) 941-2990 • (714) 526-8441 • Fax (562) 946-0026 SWIT Job No, REGISTERED INSPECTOR/AC I TECHNICIAN DAILY REPORT I "tc I "i 1 TYPE OF D Reinforced Concrete □ Welding □ I o:;el1 /7<6 DIA/Epoxy INSPECTION ~ Post Tensioned Concrete □ Fireproofing □ Wood Framing REQUIRED Reinforced Masonry □ Asphalt D Other Job Address~ , _ _ --, Tract No, Phase L?~"s -II~ ' Job Name re,-=-• ri-<;..,., Permit-~.# __ Issued By ~. , Type of Structure S, =_,,. _ Architect ' /, , Material Description (type, grade, source) Engineer $ r (..,f-t.,,1(_,.~-- ~ .r-,.o,,._ ~ -1/ ~ ,, _-,( ~ "C.,I A <-/IL Contractor 1 ,..., ... 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CERTIFICATION OF COMPLIANCE CONTINUED ON NEXT PAGE l=] -PJ:\GE OF TIMEIN TIMEOUT SAMPLES Approved By White -Office Copy • Canary -Accounting Copy• Pink -Inspector's Copy • Goldenrod -Jobsite Copy Survey Request No. __ _ Email to Brianf@odayconsultants.com Project Name: Lennar/ Poinsettia 61 Job No. File: 141018 Date Requested: 9/15/20 Charge to JN: 141018 Date of Survey: 9/17/20 Scope ID: Requested by: Joe Nastasi Task ID Phone No.: 949-466-9704 Work requested is charged to: _Contract _ Re-staking _ Additional Stakes Description of Work: AISLE "Q" UNITs 108-113 Form certifications Treviso Phase 11 Staking Interval: Offset: (distance & which side) Additional Notes: Attachments: Reference: Cales assigned to: Brian Faraci Project Manager: George O'Day All staking requests must be in writing using this form and be submitted a minimum of 48 hours prior to the scheduled time of work. There is a four ( 4) hour minimum charge for survey crew time. Any site visits less than 4 hours will be charged as extra work to fixed fee scopes of work. Jt\ GR □UP DEL T .A FIELD MEMO DATE: 09/10/2020 DAY: Thursday PROJECT NAME: Poinsettia 61 Development CLIENT: Lennar 9245 Activity Road, Suite 103 San Diego, CA 92126 Tel. (858) 536-1000 Fax (858) 536-8311 Page 1 of 1 PROJECT NUMBER: SD412B MEMO BY: Kishore Shivaram SUBJECT: Foundation Excavation Observation ·····- Homesite No. Address Permit No. Plan Revision/Notes 108 1821 Artemisia Court CBRA2019-0165 2C 109 1817 Artemisia Court CBRA2019-0166 3A 110 1813 Artemisia Court CBRA2019-0167 4C 1815 Artemisia Court CBRA2019-0171 111 1821 Artemisia Court CBRA2019-0166 1C 112 1821 Artemisia Court CBRA2019-0166 2B 113 1821 Artemisia Court CBRA2019-0166 1A Reference: Gouvis Engineering (2018). Post-Tension Foundation Plans and Details for Treviso, Sheets SN-1 to SD-3 (16 Sheets), dated August 24. Geotechnical Report: Report of Geotechnica/ Investigation, Poinsettia 61 Development Carlsbad, California Project No. 5D412, dated November 20, 2014 The referenced PT foundation excavations (described above, pictured below) exposed competent compacted fill. The bearing conditions exposed are consistent with the conditions anticipated in the referenced geotechnical investigation report and the Post Tension (PT) Model Home Plan Review. The foundation bearing soils appear to have a low expansion potential, and are considered suitable for the support of the proposed structure. The foundation dimensions meet the minimum geotechnical depth and width requirements. The dimensions per th~ referenced foundation plan are to be verified by others. The PT Sfab subgrade contains numerous shallow plumbing trenches. Proper jetting techniques appear to have been used to provide consolidation. NOTE: Footings should be cleaned of loose and deleterious material prior to placing concrete. FOR GROUP DELTA INCORPORATED, BY: Kisha re Shivaram ,r, ... -•,\ SIGNATURE: t-J'" ........ ~-✓ ~-················· ISO 17025 5/12/15 rev1s1on 2