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HomeMy WebLinkAbout2500 CHAMOMILE LN; ; CBRA2024-0170; PermitBuilding Permit Finaled (cityof Carlsbad Residential Associated Permit Print Date: 06/25/2025 Job Address: 2500 CHAMOMILE LN, CARLSBAD, CA 92008 Permit Type: BLOG-Associated Permit Residential Work Class: Condo Parcel#: 2071020600 Track#: Valuation: $349,121.01 Lot#: Occupancy Group: R3/U Project#: DEV16038 #of Dwelling Units: 1 Plan #: Bedrooms: Bathrooms: Construction Type:V-B Orig. Plan Check#: Occupant Load: 0 Plan Check#: PC2022-000S Code Edition: Sprinkled: Yes Project Title: MARJA ACRES Permit No: Status: CBRA2024-0170 Closed -Finaled Applied: 09/26/2024 Issued: 10/24/2024 Fi naled Close Out: 06/25/2025 Final Inspection: 06/23/2025 INSPECTOR: Alvarado, Tony Consultant, Landscape Renfro, Chris Description: MARJA ACRES: (CORAL RIDGE) PHASE FlO // BLDG F18 // UNIT 29S / / 1732 SF LIV// 487 SF GARAGE Applicant: KB HOME COASTAL INC ELIZABETH SHOEMAKER 9915 MIRA MESA BLVD, # 100 SAN DIEGO, CA 92131-7001 (951) 691-5300 FEE ATTACHED ACCESSORY & UTILITY USES DUP FLRPLN SFD & DUPLEXES PARK IN-LIEU ATTACHED(> 4 UNITS) NW PUBLIC FACILITIES FEES -outside CFO SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) Total Fees : $20,797.42 Total Payments To Date: Building Division $20,797.42 Contractor: KB HOME COASTAL INC 9915 MIRA MESA BLVD, # STE 100 SAN DIEGO, CA 92131-7001 (760) 550-1957 Balance Due: AMOUNT $969.51 $1,359.28 $6,190.00 $12,219.24 $14.00 $45.39 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov PERMIT INSPECTION HISTORY for (CBRA2024-0170) Permit Type: BLDG-Associated Permit Residenti; Application Date: 09/26/2024 Owner: Work Class: Condo Issue Date: 10/24/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Status: Closed -Finaled Expiration Date: 10/20/2025 Address: 2500 CHAMOMILE LN IVR Number: 59180 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 04/21/2025 04/21/2025 BLDG-17 Interior 282289-2025 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-18 Exterior 282290-2025 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 282438-2025 Partial Pass Chris Renfro Re inspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 05/23/2025 05/23/2025 BLDG-Electric Meter 285814-2025 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/23/2025 06/23/2025 BLDG-Final Inspection 288465-2025 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday, June 25, 2025 Page 5 of 5 PERMIT INSPECTION HISTORY for (CBRA2024-0170) Permit Type: BLDG-Associated Permit Residenti, Application Date: 09/26/2024 Owner: Work Class: Condo Issue Date: 10/24/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Status: Closed -Finaled Expiration Date: 10/20/2025 Address: 2500 CHAMOMILE LN IVR Number: 59180 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-SW-Inspection 279639-2025 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes ma intained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 04/03/2025 04/03/2025 BLDG-84 Rough 280562-2025 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 BLDG-SW-Inspection 280721-2025 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? Wednesday, June 25, 2025 Page 4 of 5 PERMIT INSPECTION HISTORY for (CBRA2O24-0170) Permit Type: BLDG-Associated Permit Residenti, Application Date: 09/26/2024 Owner: Work Class: Condo Issue Date: 10/24/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Status: Closed -Finaled Expiration Date: 10/20/2025 Address: 2500 CHAMOMILE LN IVR Number: 59180 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency 2nd story deck nail Yes BLDG-SW-Inspection 274749-2025 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 02/26/2025 02/26/2025 BLDG-15 Roof/ReRoof 277188-2025 Passed Chris Renfro Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 277324-2025 Partial Pass Chris Renfro Re inspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 03/25/2025 03/25/2025 BLDG-13 Shear 279542-2025 Passed Chris Renfro Complete Panels/HO (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Wednesday, June 25, 2025 Page 3 of 5 PERMIT INSPECTION HISTORY for (CBRA2024-0170) Permit Type: BLDG-Associated Permit Residenti; Application Date: 09/26/2024 Owner: Work Class: Condo Issue Date: 10/24/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Status: Closed -Finaled Expiration Date: 10/20/2025 Address: 2500 CHAMOMILE LN IVR Number: 59180 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLOG-SW-Inspection 268619-2024 Partial Pass Tony Alvarado Reinspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 12/10/2024 12/10/2024 BLDG-11 270588-2024 Passed Chris Renfro Complete Foundatlon/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 270768-2024 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 01/28/2025 01/28/2025 BLDG-14 274575-2025 Partial Pass Chris Renfro Reinspection Incomplete Frame/Steel/Bolting/We lding {Decks) Wednesday, June 25, 2025 Page 2 of 5 Building Permit Inspection History Finaled {cityof Carlsbad Permit Type: Work Class: Status: Scheduled Date 11/19/2024 PERMIT INSPECTION HISTORY for (CBRA2024-0170) BLDG-Associated Permit Residenti, Application Date: 09/26/2024 Owner: Condo Issue Date: 10/24/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Closed -Finaled Expiration Date: IVR Number: 10/20/2025 59180 Address: 2500 CHAMOMILE LN CARLSBAD, CA 92008 Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Start Date 06/10/2025 BLDG-Planning Final Status 287736-2025 Passed Landscape Consultant Checklist Item COMMENTS Passed BLDG-Building Deficiency NOTES Created By Paula Cross 11/19/2024 BLDG-21 Underground/Underflo or Plumbing 268444-2024 No TEXT Created Date REFERENCE: CORAL RIDGE PHASE F10 -06/12/2025 1st Landscape Review This Phase (Coral Ridge Phase F10, Bldg F1a: of the project includes the following Building and Unit numbers. This Building and all its Units are associated with the On-Site Residential plans, LPC2021-0008, DWG 529-9M The following Units for Bldg. F18 have satisfactorily completed the associated landscape installation and may be released for Permanent Occupancy. The Permit Card for each Unit was signed on 10 June 2025 Coral Ridge -Bldg. F18 -Unit 29S - 2500 Chamomile Lane -CBRA2024-0170 Coral Ridge -Bldg. F18 -Unit 30S- 2508 Chamomile Lane -CBRA2024-01 69 Coral Ridge -Bldg. F18 -Unit 31S - 2516 Chamomile Lane -CBRA2024-0168 Coral Ridge -Bldg. F18 -Unit 32S - 2524 Chamomile Lane -CBRA2024-0167 Coral Ridge -Bldg. F18 -Unit 33S - 2532 Chamomile Lane -CBRA2024-0166 Coral Ridge -Bldg. F18 -Unit 34S - 2540 Chamomile Lane -CBRA2024-0165 Coral Ridge Building M2, Phase 24 has been designated as the final Building and Units for the Coral Ridge half of the project. No Units from this Building (M2) will be released until all landscape punch list items and close out documents have been completed and approved for all phases of Coral Ridge. Passed Tony Alvarado Complete Complete Wednesday, June 25, 2025 Page 1 of 5 December 9, 202-4- Ms. Elizabeth Shoemaker KB HOME 9975 Mira Mesa Blvd, Suite 700 San Diego, CA 92737 Re: Marja Acres City of Carlsbad Grading Plan No. 529-9A Project No. SOP 2078-0007 4907 El Camino Real Carlsbad, CA 92070 FORM CERTIFICATION FOR: CORALSPRINGS UNITS29~34 Dear Elizabeth, IRVINE SAN DIEGO ONTARIO LOS ANGELES Based on our field survey today, this letter is to certify the foundation forms for Cora l Springs Units 29-34 are in substantial conformance with the approved Precise Grading Pla n S29-98. Sincerely, FUSCOE ENGINEERING, INC. Ja ~in G. Blackwelder, R.C.E. 92959 Exp. 72/37/2025 Associate Project Manager Cc: Cra ig Stinger, KB HOME 6390 Greenwich Drive, Suite 170, San Diego, California 92122 I 858.554.1500 fuscoe.oom Page 1 of 6 Structural KB Home -Coral Ridge at Marja Acres Townhomes Structural Observation Report# 12 Job#: 10-11634 Date of Observation: 3/21/2025 Date: 3/21/2025 Page: 1 of 6 Structural Observation Requested by: Structural Observation performed by: Area Observed: Darnen Demuth D Foundation D Footing & Slab D Holdown, Anchor bolts & associated Rebar 181 Roof & Floor Trusses 181 Roof Sheathi.ng □ Roof Loaded 181 Second Floor wall 181 Third Floor Wall □ Fourth Floor Wall □ □ □ □ Shawn Afshar, PE Building F 18 (phase 10) Lots 29-34 Fram in Observed Structural Elements and their connections Floor Sheathing D Roof Sheathing 181 Exterior 181 Framing D Others 2nd Floor 181 1st Level 181 !st Level 3rd Floor 181 2nd Level 181 2nd Level 4th Floor 181 )Cd Level 181 3rd Level □ 4th Level □ 4th Level Status of Construction 181 Stair Installed 181 Bathtub Installed □ Window Installed 181 Preliminary Drywall Installed □ Flashing Installed 181 Drywall Stacked in Units □ Building Wrapped □ Drywall on Wall D Building Stuccoed □ Drywall on Ceiling 181 MEP installation on go ing 181 Sheathing one side Party Wall Pursuant to your request, a visit to the project site was made on the above date to perform a structural observation in conformance with CBC 2016 section 1702 and 1704.6. Please note, not all symmetric or repetitive areas were observed, therefore please have your field personnel verify the correction items in all similar areas. Where repair recommendations are given, verify if additional coordination may be necessary with other trades or design professionals. The structural observations do not constitute an approval of the work nor do they relieve the contractor or inspection agencies from complying with project and code requirements. All observations were conducted from the ground or floor level and no testing or inspection was performed. Our observations do not include a review of the contractors means or methods of construction, shoring, erection, bracing, nor any associated safety precautions. T: (714) 978-9780 I F: (714) 9 78-9788 I www.vcastruct ural.com I 1845 W. Orangewood Ave., Ste. 200 I Ora nge, CA 92868 Page 2 of 6 GENERAL ITEMS G 1. At Exterior and Shear wall, sill plates should have minimum of (2) anchor bolts. One bolt withi n 12 inches but no less than 7 bolt diameters at the end of a siJI plate. G2. Install MSTA36 strap at the top plates at all shear walls or exterior walls wherever the plumbing penetrates the top plates. G3. Install additional nailing where shiners are observed in the sheath ing. G4. Notches and bored holes in structural members larger than allowed by the plans must be identified and submitted to our office for review. Please submit RFJ on all these structural members to show locations and size of al I holes and notches and we wi II provide our recommendations. GS. At shear walls around openings, the sheathing shall be nailed to common studs at all panel joints including above and below the opening. In some areas the sheathing was observed to be split onto adjacent studs. Stitch nail adjacent studs at all panel joints with 16ds at the edge nailing spacing per the shear wall schedule. G6. Ensure that all point loads such as from headers, beams have sufficient support beneath that matches the width of the beam or girder truss. G7. Ensure that beam to beam connection hangers receive max. nailing. G8. All exterior non-shearwalls should have min. l/2"¢anchor bolts @ 48 "o.c. shearwall schedule. G9. AC line sets that will penetrate shear walls must be brought to the attention of the engineer before installation. GI 0. Ensure aJI floor diaphragm and shear wall sheathing is no less than 24" wide. G 11. Install trimmers for beams and headers per structural plan. G 12. Ensure that floor joists are installed per plan. G 13. Headers must fully bear on trimmers, add hardwood shim in the gap or reinstalJ headers. G 14. Fasteners for pressure preservative treated and fire retardant treated wood shall be of hot dipped zinc coated galvanized or stainless steel. Exception: Provide a letter from the manufacturer of the treated wood product stating that corrosion resistant fasteners are not required. Carry all multiple studs, posts or trimmers from floor above down to floor below or beam below. Provide solid blocking at floor level to transfer load from upper post/studs/trimmer to lower post/studs/trimmer. T: (714) 978-9780 IF: (714) 978-9788 I www.vcastructural.com j 1845 W. Orangewood Ave., Ste. 200 I Orange, CA 92868 Floor Framing Page 3 of 6 The following circled items are observed omissions and deficiencies that must be corrected prior to completing the building. Refer to attached figures for the location of observed items. Correct similar items in all locations Sole Plate SP Sole plate split or broken or has excessive notch. SPt Sole plate size/thickness is not per plan. SP2 Sole plate must be in full contact with floor sheathing. SP3 Sole plate nailing is not per plan. Ho/down Hardware HD Holdown is missing or damaged or mislocated or ~ HD2 HD3 HD4 HOS size not per plan. Holdown strap is not nailed. Holdown post is not per plan. Replace post or add post/stud per fix detail. Holdown from above is not in line with the holdown below, or beam below. Provide solid wood filler under holdown post. Stitch nail 2x stud with B.N.to the holdown post with 16d staggered, spacing should be per shear wall schedule. Column/Post CC Column/Post base is missing or not per plan. CCI Column/Post must be continuous thru floor space. Install squash block to bridge upper column and lower column. Shear Wall SW Shear panel missing or not per plan or SW thickness not per SW schedule or nailing not per SWl SW2 SW3 SW4 sws SW6 SW schedule or length not per plan. Structural sheathing splices should be on common member. Shear panel or top plate is damaged. 3x stud is required behind adjoining panel edges. Boundary nailing must be applied along Holdown post. Minimum sheathing dimension is 24". Shear wall detail at party wall is not per plan. SW7 Only one side at double shear wall is observed at this time. SW8 Shear wall detail is not per plan. SW9 For double sided shear wall, structural sheathing splices should be offset at opposing faces of wall so that, joint do not land on one common stud. Shear Transfer A35 A35, shear transfer connector, 16d nailing at shear AJ wall to blocking is insufficient or installation is unacceptable. Blocking over/under shear wall is not installed per plan or installation is unacceptable. ~ag strap is missing or installed incorrectly. ~ ~~ag Strap is not nailed. Stud Wall W Stud Number/Size/spacing is not per plan. Add studs. Wt Stud is damaged or has excessive notch or hole at utility penetration. Replace or add stud. W2 Add stud under point load from beam or girder truss per plan. Framing F Joist/Truss Joist, size/spacing is not per plan. Ft Joist/Truss Joist has excessive notch or bored hole. Repair per special instruction. F2 Install full depth blocking at bearing wall. F3 Joist/Truss Joist to beam hanger is missing, is not the right size, is damaged or installation is unacceptable. F4 Provide support under beam. FS Beam is damaged. Repair per special instruction. F6 Beam size is not per plan. Replace or reinforce per special instruction. F7 Beam location is incorrect or beam is missing. F8 Provide blocking under bearing wall. F9 Brace interior wall per plan. Ft O Framing is not per plan. Ft 1 Detail is not per plan. Framing at Opening HR Header size is not per plan or missing. HRI King stud is missing or nailing from king stud to end of header is not sufficient. HR2 Provide sufficient trimmer per plan. HR3 Header is not long enough. Replace or repair per special instruction. HR4 Horizontal straps and blocking at top and bottom of opening are missing. HRS Nail horizontal straps at top and bottom of opening. HR6 Install continuous rim at floor level. HR7 Replace blocking with continuous rim at shear wall. Diaphragm D Diaphragm nailing is incorrect. Min. nailing is 12" o.c. at field and 6" o.c. at edges and at boundaries. D1 Plywood diaphragm is damaged. Replace. D2 Block diaphragm edges and provide adequate nailing. D3 Horizontal sheathing is not extended to wall. D4 Boundary nailing installation is not complete. D5 Minimum sheathing dimension is 24". Stair Mc Stringer has excessive cuts. Met Stringer hanger is missing. Miscellaneous MC Hanger is missing or size is not per plan. MCI All the hangers should receive maximum nailing. MC2 Notched & bored holes should be per detail on plan. MC3 All the connections should be fastened per manufacturer's specifications. MC4 Remove furring strips prior to installing sheathing. o- 0r--t-+-+--UJJIL--+-rrti1'IIL-+--t:-ii1lr=tt-t-+--Lillmri--'r--t-~IUJJ+r----r--rn S2-D21 Page 4 of 6 Install post (aligned with post above) & solid blocks at rim REFER TO UNITCOMPOSITt STRUCTURAL INFO NOl 6.2-PLEX -SECOND FLOOR FRAMING PLAN S2-D21 Page 5 of 6 REFER TO UNIT COMPOSITE STRUCTURAL INFO NOT 6.2-PLEX -THIRD FLOOR FRAMING PLAN Page 6 of 6 S2-D22 REFER TO UNIT COMPOSITE FR. STRUCTURAL INFO NOT SH 6.2-PLEX -ROOF FRAMING PLAN I «~ ~ C IT Y □F CARLSBAD CERTIFICATION OF COMPLETION LANDSCAPE INSTALLATION P-25(D) Project Name: Marja Acres -Phases F10 (Bldg. F18) Permit Address: 4901 El Camino Real Permit Number: LPC2021-0003, CT 16-07 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov Drawing Number:_5_2_9-_9_M ________________________ _ I certify that I have inspected the planting and irrigation system and that: 1) All landscape work has been installed and completed per the plans and specifications approved by the City of Carlsbad; 2) All required soil amendments were incorporated; 3) The installed irrigation system is functioning as designed and approved; 4) The irrigation control system was properly programmed in accordance with the irrigation schedule; and 5) The person operating the system has received all required maintenance and irrigation plans. ~~&-; RobStreza 6/9/2025 Project Landscape A'r'thitect or Professional of Record Date License Number and Expiration Date: 4536 ----------12/2026 Firm Name: GMP, Inc. ---------------------- Phone number: 858-558-8977 ---------------------------- Following receipt of this Certification of Completion by the City, a final review of the installation will be performed by the City. Fax the certification letter to: 760-436-7327; or email the form to bp@dugmoredesignstudio.com Call the Landscape Inspection Request Phone Line at 760-436-7327 to schedule the inspection . Inspection Contact Name:_J_a_m_e_s_"_Ji_m_m_,y:._"_W_ill_ia_m_s _______________ _ Phone Number: 760-801-2755 ---------------------------- Contact or Firm Name: Nissho of California -------------------------- P-25(O) Page 1 of 1 Revised 04/12