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Home My WebLink About2511 CHAMOMILE LN; ; CBRA2024-0105; PermitBuilding Permit Finaled {'city of Carlsbad Residential Associated Permit Print Date: 04/01/2025 Job Address: 2511 CHAMOMILE LN, CARLSBAD, CA 92008 Permit Type: BLDG-Associated Permit Residential Parcel#: 2071020600 Valuation: $341,184.99 Occupancy Group: R3/U #of Dwelling Units: 1 Bedrooms: Bathrooms: Occupant Load: 0 Code Edition: Sprinkled: Yes Project Title: MARJA ACRES Work Class: Condo Track#: Lot#: Project#: DEV16038 Plan#: Construction Type:V-B Orig. Plan Check#: PC2022-0005 Plan Check#: Permit No: Status: CBRA2024-0105 Closed -Finaled Applied: 06/21/2024 Issued: 09/06/2024 Finaled Close Out: 04/01/2025 Final Inspection: 03/13/2025 INSPECTOR: Alvarado, Tony Consultant, Landscape Renfro, Chris Description: MARJA ACRES: (CORAL RIDGE) PHASE F9 // BLDG Fl 7 // UNIT 27S // 1688 SF LIV// 493 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 CFO SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $20,435.49 Total Payments To Date: Building Division $20,435.49 Contractor: KB HOME COASTAL INC 9915 MIRA MESA BLVD, # STE 100 SAN DIEGO, CA 92131-7001 (951) 691-5300 Balance Due: AMOUNT $943.03 $1,302.64 $6,190.00 $11,941.47 $14.00 $44.35 $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 (CBRA2024-0105) Permit Type: Work Class: Status: Scheduled Date 03/13/2025 BLDG-Associated Permit Residenti; Application Date: 06/21/2024 Condo Issue Date: Closed -Finaled Expiration Date: Actual Start Date IVR Number: Inspection Type Inspection No. Checklist Item Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS 03/13/2025 BLDG-Final Inspection Checklist Item 278557-2025 COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 09/06/2024 07/30/2025 57337 Inspection Status Passed Tuesday, April 1, 2025 Owner: Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Address: 2511 CHAMOMILE LN CARLSBAD, CA 92008 Primary Inspector Chris Renfro Reinspection Passed Yes Yes Yes Yes Yes Yes Yes Passed Yes Yes Yes Yes Yes Inspection Complete Page 6 of 6 PERMIT INSPECTION HISTORY for (CBRA2024-0105) Permit Type: BLDG-Associated Permit Residenti; Application Date: 06/21/2024 Owner: Work Class: Condo Issue Date: 09/06/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Status: Closed -Finaled Expiration Date: 07/30/2025 Address: 2511 CHAMOMILE LN IVR Number: 57337 CARLSBAD, CA 92008 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? 01/13/2025 01/13/2025 BLDG-18 Exterior 273256-2025 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 273260-2025 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? 01/31/2025 01/31/2025 BLDG-33 Service 275104-2025 Passed Chris Renfro Complete Change/Upgrade Checklist Item COMMENTS Passed BLOG-Building Deficiency Yes BLDG-SW-Inspection 275116-2025 Partial Pass Chris Renfro Relnspectlon Incomplete Tuesday, April 1, 2025 Page 5 of 6 PERMIT INSPECTION HISTORY for (CBRA2024-0105) Permit Type: BLDG-Associated Permit Residenti; Application Date: 06/21/2024 Owner: Work Class: Condo Issue Date: 09/06/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Status: Closed -Finaled Expiration Date: 07/30/2025 Address: 2511 CHAMOMILE LN IVR Number: 57337 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-SW-Inspection 269014-2024 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? 12/30/2024 12/30/2024 BLDG-84 Rough 272201-2024 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 01/08/2025 01/08/2025 BLDG-16 Insulation 272760-2025 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 272909-2025 Partial Pass Chris Renfro Relnspectlon Incomplete Tuesday, April 1, 2025 Page 4 of 6 PERMIT INSPECTION HISTORY for (CBRA2024-0105) Permit Type: BLDG-Associated Permit Residenti; Application Date: 06/21/2024 Owner: Work Class: Condo Issue Date: 09/06/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Status: Closed -Finaled Expiration Date: 07/30/2025 Address: 2511 CHAMOMILE LN IVR Number: 57337 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection 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? 10/21/2024 10/21/2024 BLDG-14 264417-2024 Passed Tony Alvarado Complete Frame/Steel/Bolting!We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Upper floor deck nailing -OK Yes 10/28/2024 10/28/2024 BLDG-15 Roof/ReRoof 265876-2024 Passed Chris Renfro Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 266006-2024 Partial Pass Chris Renfro Reinspect ion 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? 11/21/2024 11/21/2024 BLDG-13 Shear 268958-2024 Passed Chris Renfro Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Tuesday, April 1, 2025 Page 3 of 6 PERMIT INSPECTION HISTORY for (CBRA2024-0105) Permit Type: BLDG-Associated Permit Residenti; Application Date: 06/21 /2024 Owner: Work Class: Condo Issue Date: 09/06/2024 Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Status: Closed -Finaled Expiration Date: 07/30/2025 Address: 2511 CHAMOMILE LN IVR Number: 57337 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 09/09/2024 09/09/2024 BLDG-21 260306-2024 Passed Chris Renfro Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 260381-2024 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? 09/20/2024 09/20/2024 BLDG-11 261547-2024 Passed Tony Alvarado Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/07/2024 10/07/2024 BLDG-14 263275-2024 Partial Pass Tony Alvarado Reinspectlon Incomplete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Upper floor deck nailing -OK Yes BLDG-SW-Inspection 263495-2024 Partial Pass Tony Alvarado Reinspect ion Incomplete Tuesday, April 1, 2025 Page 2 of 6 Building Permit Inspection History Finaled {cityof Carlsbad Permit Type: Work Class: Status: Scheduled Date PERMIT INSPECTION HISTORY for (CBRA2024-0105) BLDG-Associated Permit Residenti; Application Date: 06/21/2024 Condo Issue Date: 09/06/2024 Closed -Finaled Expiration Date: 07/30/2025 IVR Number: 57337 Owner: Subdivision: CARLSBAD TCT NO 16-07 MARJA ACRES Address: 251 1 CHAMOMILE LN CARLSBAD, CA 92008 Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Start Date 03/03/2025 BLDG-Planning Final 277657-2025 Status Passed Landscape Consultant Checklist Item COMMENTS Passed BLDG-Building Deficiency NOTES Created By Paula Cross No TEXT Created Date REFERENCE: CORAL RIDGE PHASE F9 -1s 03/03/2025 Landscape Review This Phase (Coral Ridge Phase F9) 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 PROJECT: Marja Acres (On-Site Residential) Project Numbers: LPC2021-0008, CT16-07, DWG 529-9M The following Units for Bldg. F17 have satisfactorily completed the associated landscape installation and may be released for Permanent Occupancy. The Permit Card for each Unit was signed on 24 February 2025 Coral Ridge -Bldg. F17 -Unit 27S - 2511 Chamomile Lane -CBRA2024-0105 Coral Ridge -Bldg. F17-Unit 23S -2543 Chamomile Lane -CBRA2024-0104 Coral Ridge -Bldg. F17 -Unit 24S - 2535 Chamomile Lane -CBRA2024-0103 Coral Ridge -Bldg. F17 -Unit 25S - 2527 Chamomile Lane -CBRA2024-0102 Coral Ridge -Bldg. F17 -Unit 26S - 2519 Chamomile Lane -CBRA2024-0101 Coral Ridge -Bldg. F17 -Unit 28S - 2503 Chamomile Lane -CBRA2024-0100 Coral Springs Building M2, Phase 24 has been designated as the final Building and Units for the Coral Springs 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 Springs. Complete Tuesday, April 1, 2025 Page 1 of 6 Structural City of Carlsbad \f MAR O 3 2025 BUILDING DIVISION Page 1 of 6 KB Home -Coral Ridge at Maria Acres Townhomes Structural Observation Report# 10 Job#: 10-11634 Date of Observation: 11/22/2024 Date: 11/22/2024 Page: 1 of 6 Structural Observation Requested by: Structural Observation performed by: Area Observed: Darnen Demuth D Foundation D D Footing & Slab D D Holdown, Anchor D bolts & associated D Rebar 181 Roof & Floor Trusses 181 Roof Sheathing D Roof Loaded 181 Second Floor wall 181 Third Floor Wall D 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 l st Level 181 l st Level 3rd Floor 181 2nd Level 181 2nd Level 4th Floor 181 3rd Level 181 3rd Level D 4th Level D 4th Level Status of Construction 181 Stair Jnstalled 181 Bathtub Installed D Window lnstalled 181 P,relirninary Drywall Installed D Flashing Installed 181 Drywall Stacked in Units D Building Wrapped D Drywall on Wall D Building Stuccoed D 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 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 IF: (7 14) 978-9788 I www.vcastr uctural.com I 1845 W. Orangewood Ave., Ste. 200 I Orange, 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 within 12 inches but no less than 7 bolt diameters at the end of a sill plate. 02. 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 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. G7. 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. 09. AC line sets that will penetrate shear walls must be brought to the attention of the engineer before installation. G 10. Ensure all 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 reinstall 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 I 1845 W. Orangewood Ave., St e. 200 I Orange, CA 92868 Floor Framing Page 3 of 6 The following circled items arc 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 fl oor 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 SWJ 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. '---s,r( ;~ag Strap is not nailed. Stud Wall W Stud Number/Size/spacing is not per plan. Add studs. Wl 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. F2 F3 F4 FS F6 Repair per special instruction. Install full depth blocking at bearing wall. Joist/Truss Joist to beam hanger is missing, is not the right size, is damaged or installation is unacceptable. Provide support under beam. Beam is damaged. Repair per special instruction. 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. FIO Framing is not per plan. Fll 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 HR2 HR3 HR4 end of header is not sufficient. Provide sufficient trimmer per plan. Header is not long enough. Replace or repair per special instruction. 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. DI 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 Minimum 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 manufacturer's specifications. MC4 Remove furring strips prior to installing sheathing. Page 4 of 6 '~~-=-~ -,---,,-. Ir,'. 1~· S2-D41 6.4-PLEX -SECOND FLOOR FRAMING I Page 5 of6 S2-D41 6.4-PLEX -THIRD FLOOR FRAMING Page 6 of 6 Ensure 2-CS16 vertical straps at type 'V" holdowns. lYP. S2-042 6.4-PLEX -ROOF FRAMING B-60 HEIGHT/ Development Services BOUNDARY City of Carlsbacl ·>TION . -r ' -0 MAR O 3 2025 Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form shall be completed to certify building height and/or boundary when requested by the Building Division. CBRA2024-0110,-0109,-0108,-0107,-0111,-0106 2 0 7 Permit #: ____________ Assessor's Parcel Number: ___ _ 102 06 Site Address: 2591,2583,2575,2567,2559,2551 Chamomile Lane Owner's Name: KB Marja Acres 248 LLC This is to affirm that on O? f 23f 2 0 24 (date) the structure being constructed on the site was surveyed by, or under the direction of, the undersigned. HIEGHT CERTIFICATION: i!!!i 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 point(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: i!!!i The boundary survey completed 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 applicant/developer may not certify building height. Planning Division Acknowledgement: _______________ Date: _____ _ PROJECT PLANNER Page 1 of 1 Rev. 10/21 CHAMOMILE LANE 1-...... 1-...... ~-:c ~.:z:-~~ ::y·,s_ ]r_<i5 ::y·& ::y·& ........_~ ""-Qj' I _.-\-__ --\- I I I I I I I I I I I i L --1 I I --1-,---r ----·-------'-.---. · ---.- GFF 78.78 GFF 79.05 GFF 7g_J2 GFF 79_60 GFF 79.88 GFF 80.14 if) 0:) N (f) r-- N (f) c.o N if) I..(") N rt C, <:) .iif (f) -,:;;t N (f) C'? N /'= t- ~ , " I . J hLJ LJ l!;=I ==lll ~~=~m~ • ~~ k ~~ ~~ ~~111 !1 I~ I r---o II O -., ll) u.. <C , u.. <( 7 .--r...._. , -,I ~ u..~ u..~ V u.. <( LL. a.. -i-- i 83 L • ! l... --------J I.L.......~B:J , •. ,,, . .,..•------: ·. . ---::J j L ---. . r • ~-,---~ 1 h·----, ft--, 1 (-, l {-1. _, _L_~-•--•--·--·--,--.-L, __ , _____ • _, __ ,.J_.____ __, _____ • -·--•---.--,--. ----<-n·--·--·------,-n·-----. '-" _J 7 _l ~\~ NOT TO SCALE ~ MARJA ACRES -BUILDING HEIGHT CERTIFICAT ION EXHIBIT SHEET ♦::♦FUSCOE ~ ENGINEERING CORAL RIDGE BUILD ING F17 UNITS 23-28 F:\PROJECTS\340\021\SURVEY\BLDG HT CERTS\CORAL RIDGE CERTS\CR HT CERT MASTER EXHIBIT.DWG (02-27-2025 10:37:17AM) Plotted by: JBlockwelder 1 of 1 DATE: 10/31/2024