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Home My WebLink About2590 CALENDULA LN; ; CBRA2023-0210; PermitBuilding Permit Finaled (Cityof Carlsbad Residential Associated Permit Print Date: 04/02/2025 Job Address: 2590 CALENDULA LN, CARLSBAD, CA 92008-3748 Permit Type: BLDG-Associated Permit Residential Work Class: Condo Parcel#: 2071013500 Track#: CT 16-07 Valuation: $348,390.90 Lot#: Occupancy Group: R3/U Project#: DEV16038 #of Dwelling Units: 1 Plan #: Bedrooms: 3 Construction Type:V-B Bathrooms: Orig. Plan Check#: PC2022-0005 Occupant Load: O Plan Check#: PC2023-0043 Code Edition: 2019 Sprinkled: Yes Project Title: MARJA ACRES Permit No: Status: CBRA2023-0210 Closed -Finaled Applied: 12/12/2023 Issued: 05/10/2024 Finaled Close Out: 04/02/2025 Final Inspection: 11/14/2024 INSPECTOR: Renfro, Chris Consultant, Landscape Alvarado, Tony Description: MARJA ACRES: (CORAL RIDGE) PHASE F4 // BLDG F15 // UNIT 735 // 1730 SF LIV// 480 SF GARAGE Applicant: KB HOME COASTAL INC ELIZABETH SHOEMAKER 9915 MIRA MESA BLVD, # 100 SAN DIEGO, CA 92131-7001 FEE ATTACHED ACCESSORY & UTILITY USES DUP FLRPLN SFD & DUPLEXES PARK IN-LIEU ATTACHED(> 4 UNITS) NW PUBLIC FACILITIES FEES -outside CFD SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $20,691.17 Total Payments To Date: Building Division $20,691.17 Contractor: KB HOME COASTAL INC 9915 MIRA MESA BLVD, # STE 100 SAN DIEGO, CA 92131-7001 (951) 691-5300 Balance Due: AMOUNT $933.80 $1,314.40 $6,190.00 $12,193.68 $14.00 $45.29 $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 (CBRA2023-0210) Permit Type: BLDG-Associated Permit Residenti: Application Date: 12/12/2023 Owner: Work Class: Condo Issue Date: 05/10/2024 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed -Finaled Expiration Date: 04/07/2025 Address: 2590 CALENDULA LN IVR Number: 53775 CARLSBAD, CA 92008-3748 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-SW-Inspection 263727-2024 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? 11/14/2024 11/14/2024 BLDG-Final Inspection 267708-2024 Passed Tony Alvarado 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 BLDG-SW-Inspection 268133-2024 Passed Tony Alvarado Complete 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, April 2, 2025 Page 6 of 6 PERMIT INSPECTION HISTORY for (CBRA2023-0210) Permit Type: BLDG-Associated Permit Residenti; Application Date: 12/12/2023 Owner: Work Class: Condo Issue Date: 05/10/2024 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed -Finaled Expiration Date: 04/07/2025 Address: 2590 CALENDULA LN IVR Number: 53775 CARLSBAD, CA 92008-3748 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 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? 09/12/2024 09/12/2024 BLDG-16 Insulation 260688-2024 Passed Tony Alvarado Complete 9hecklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior 260735-2024 Passed Tony Alvarado Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 260987-2024 Partial Pass Tony Alvarado Reinspectlon 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? 10/09/2024 10/09/2024 BLDG-33 Service 263554-2024 Partial Pass Chris Renfro Relnspectlon Incomplete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Wednesday, April 2, 2025 Page 5 of6 PERMIT INSPECTION HISTORY for (CBRA2023-0210) Permit Type: BLDG-Associated Permit Residenti; Application Date: 12/12/2023 Owner: Work Class: Condo Issue Date: 05/10/2024 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed -Finaled Expiration Date: 04/07/2025 Address: 2590 CALENDULA LN IVR Number: 53775 CARLSBAD, CA 92008-3748 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status BLDG-SW-Inspection 256484-2024 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? 08/27/2024 08/27/2024 BLDG-13 Shear 259129-2024 Passed Tony Alvarado Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/29/2024 08/29/2024 BLDG-84 Rough 259474-2024 Passed Tony Alvarado Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed 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 259616-2024 Partial Pass Tony Alvarado Re inspection Incomplete Wednesday, April 2, 2025 Page 4 of 6 PERMIT INSPECTION HISTORY for {CBRA2023-0210) Permit Type: BLDG-Associated Permit Residenti, Application Date: 12/12/2023 Owner: Work Class: Condo Issue Date: 05/10/2024 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed -Finaled Expiration Date: 04/07/2025 Address: 2590 CALENDULA LN IVR Number: 53775 CARLSBAD, CA 92008-3748 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 nailing Yes BLDG-SW-Inspection 253558-2024 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? 07/15/2024 07/15/2024 BLDG-14 254755-2024 Partial Pass Chris Renfro Relnspectlon Incomplete Frame/Steel/Bolting/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency 3rd story deck nailing Yes BLDG-SW-Inspection 254819-2024 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? 07/30/2024 07/30/2024 BLDG-15 Roof/ReRoof 256258-2024 Passed Chris Renfro Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Wednesday, April 2, 2025 Page 3 of6 PERMIT INSPECTION HISTORY for (CBRA2023-0210) Permit Type: BLDG-Associated Permit Residenti; Application Date: 12/12/2023 Owner: Work Class: Condo Issue Date: 05/10/2024 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed -Finaled Expiration Date: 04/07/2025 Address: 2590 CALENDULA LN IVR Number: 53775 CARLSBAD, CA 92008-3748 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 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? 06/13/2024 06/13/2024 BLDG-11 251693-2024 Passed Chris Renfro Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-31 251692-2024 Passed Chris Renfro Complete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 251830-2024 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? 07/01/2024 07/01/2024 BLDG-14 253445-2024 Partial Pass Chris Renfro Relnspectlon Incomplete Frame/Steel/Bolting/We lding (Decks) Wednesday, April 2, 2025 Page 2 of 6 Building Permit Inspection History Finaled (cityof Carlsbad PERMIT INSPECTION HISTORY for (CBRA2023-0210) Application Date: 12/12/2023 Owner: Permit Type: BLDG-Associated Permit Residenti; Work Class: Condo Issue Date: 05/10/2024 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed -Finaled Expiration Date: 04/07/2025 IVR Number: 53775 Address: 2590 CALENDULA LN CARLSBAD, CA 92008-3748 Scheduled Date Actual Inspection Type Start Date 12/09/2024 BLDG-Planning Final Inspection No. 270549-2024 Inspection Primary Inspector Status Passed Landscape Consultant Checklist Item COMMENTS BLDG-Building Deficiency NOTES Created By Paula Cross 05/30/2024 05/30/2024 BLDG-21 Underground/Underflo or Plumbing 250084-2024 TEXT The following Units for Bldg. F15 have satisfactorily completed the associated landscape installation and may be released for Permanent Occupancy. The Permit Card for each Unit was signed on November 19, 2024 Coral Ridge -Bldg. F15 -Unit 68S - 2470 Calendula Lane -CBRA2023-0215 Coral Ridge -Bldg. F15 -Unit 69S - 2480 Calendula Lane -CBRA2023-0214 Coral Ridge -Bldg. F15 -Unit 70S - 2490 Calendula Lane -CBRA2023-0213 Coral Ridge -Bldg. F15 -Unit 71 S - 2530 Calendula Lane -CBRA2023-0212 Coral Ridge -Bldg. F15 -Unit 72S - 2560 Calendula Lane -CBRA2023-0211 Coral Ridge -Bldg. F15 -Unit 73S - 2590 Calendula Lane -CBRA2023-0210 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 Chris Renfro Checklist Item COMMENTS BLDG-Building Deficiency BLDG-SW-Inspection 250296-2024 Partial Pass Chris Renfro Wednesday, April 2, 2025 Reinspection Inspection Passed No Created Date 12/09/2024 Passed Yes Complete Complete Reinspection Incomplete Page 1 of 6 Structural City of Carlsbad ~L~R O 3 2025 BUILDING DIVISION Page 1 of 6 KB Home -Coral Ridge at Maria Acres Townhomes Structural Observation Report#l0 Job#: 10-11634 Date of Observation: 11 /22/2024 Date: l l /22/2024 Page: 1 of 6 Structural Observation Requested by: Structural Observation performed by: Area Observed: Darnen Demuth □ Foundation □ □ Footing & Slab □ □ Holdown, Anchor □ bolts & associated □ Rebar 181 Roof & Floor Trusses 181 Roof Sheathing □ Roof Loaded 181 Second Floor wall 181 Third Floor Wall □ Fourth Floor Wall Shawn Afshar, PE Building Fl 7 (phase 8) Lots 23-28 Framin Observ.ed Structural Elements and their connections Floor Sheathing D Roof Sheathing 181 Exterior 181 Framing D Others 2nd Floor 181 1st Level 181 1st Level 3rd Floor 181 2nd Level 181 2nd Level 4th Floor 181 3rd Level 181 3rd Level □ 4th Level □ 4th Level Status of Construction 181 Stair Installed 181 Bathtub Installed □ Window Installed 181 P,relirninary Drywall Installed □ Flashing Installed 181 Drywall Stacked in Units □ Building Wrapped □ Drywall on Wall D Building Stuccoed □ Drywall on Ceiling 181 MEP installation on going 181 Sheathing one side Party Wall Pursuant to your request, a visit to the project site was made on the above date to perfonn a structural observation in confonnance 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, (7'4) 97M780 I F, (71') 978·9788 I www.m"'""""l.com I 1845 W. 0,aog,wood A,e., '" 200 I O,aog,, CA 92868 Page 2 of 6 GENERAL ITEMS 01. At Exterior and Shear wall, sill plates should have minimum of (2) anchor bolts. One bolt within 12 inches but no less than 7 bolt diameters at the end of a sill plate. 02. Install MST A36 strap at the top plates at all shear walls or exterior walls wherever the plum bing penetrates the top plates. 03. Install additional nailing where shiners are observed in the sheathing. 04. 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 RFI on all these structural members to show locations and size of all holes and notches and we will 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. 06. Ensure that all point loads such as from headers, beams have sufficient support beneath that matches the width of the beam or girder truss. 07. Ensure that beam to beam connection hangers receive max. nailing. 08. All exterior non-shearwalls should have min. 1/2"¢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. 010. Ensure all floor diaphragm and shear wall sheathing is no less than 24" wide. 011. Install trimmers for beams and headers per structural plan. 012. Ensure that floor joists are installed per plan. 013. Headers must fully bear on trimmers, add hardwood shim in the gap or reinstall headers. 014. 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 I 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. SPI 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 HDI HD2 HD3 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. HD4 Provide solid wood filler under holdown post. HDS 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 SWI SW2 SW3 SW4 sws SW6 SW7 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. 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 wall to blocking is insufficient or installation is unacceptable. Al 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. WI 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. Fl 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. FlO Framing is not per plan. FU Detail is not per plan. Framing at Opening HR Header size is not per plan or missing. HRl 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 611 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. DS Mininmm sheathing dimension is 24". Stair Mc Stringer has excessive cuts. Mel 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 manufactw-er's specifications. MC4 Remove furring strips prior to installing sheathing. Page 4 of 6 S2-D41 6.4-PLEX -SECOND FLOOR FRAMING I Page 5 of 6 S2-D41 6.4-PLEX -THIRD FLOOR FRAMING Page 6 of 6 Ensure 2-CS16 vertical straps al type "V" holdowns. TYP. S2-042 6.4-PLEX -ROOF FRAMING ORDC I ,' (_ City of Carlsbad HEIGHT/ BOUNDARY CERTIFICATION City of CarlAA@Jtpment Services AUG O 5 2024 Building Division 1635 Faraday Avenue 8-60 BUILDING DIVlS40N 760-602-2719 www.carlsbadca.gov B-60 This form shall be completed to certify bui lding height and/or bounda ry when requested by the Building Division. CBRA2023-0215,-0214,-0213,-0212,-0211,-0210 20 7 Permit #: ____________ Assessor's Parce l Number: __ _ 102 06 Site Address: 2470,2480,2490,2530,2560, 2590 Calendula Lane Owner's Name: KB Marja Acres 248 LLC This is to affirm t hat on_O_?_l2_3_f_2_0_2_4 ______ (date) the structure being constructed on the site was surveyed by, or under the direction of, the undersigned. HIEGHT CERTIFICATION: ~ The height from the lower of natural or finished grade to the highest finished point of the roof ridge elevation, or any part of the structure immediately above, was found to be in conformance with the approved plans. Surveyed height measurement (top of roof sheathing) at po int(s) identified in approved plans as the highest point(s) of the structure above lower of natural or finished grade elevation. (Attach 8 ½"x 11" sheets showing elevation(s) of structure where measurement(s) were taken and location on site plan where they were taken) Total thickness of roofing materials (i.e. felt and roofing) to be installed after sheathing inspection, not to exceed: N/A Total Height: _3_4_.5_0_' ___ _ BOUNDARY CERTIFICATION: l!i!iiil The boundary survey com pleted on the parcel establishes confirmation of setback compliance for the new construction proposed with this permit. The proposed setback shown on the design documents of 4o· feet from the property boundary to the inside edge of the foundation forms is confirmed to be in compliance with the proposed design. Applicable easements and/or encroachments discovered were brought to the attention of the property owner, project applicant and/or designer for design consideration. Land records research and/or a field survey was completed to determine this compliance. Seal of Registration Registered Civil Engineer, Structural Engineer, or Licensed Land Surveyor NOTE: Property owner or project app lica nt/developer may not certify building height. Planni ng Division Acknowledgement: _______________ Date: _____ _ PROJECT PLANNER Page 1 of 1 Rev. 10/21