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Home My WebLink AboutOBSERVATION REPORTM L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.miengineeringinc.com Project No. 19-155 Report No.1 Building Official: Mr. Gary Stepalavich — SLC Building Official Project Manager: Mr. Gene Ross — Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS —BLDG. B PARAPET WALL 5159 N. HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER: 1906-0338 PROJECT NAME: Ocean Harbor N. Condos — Bldg B DATE: September 27, 2019 Parapet Wall CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: SCANNED The horizontal joint was repaired and we observed the following: BY • The width of the sealant extends too far above and below the actual joint. St. Lucie County • A section of the joint in the middle close to the scupper was covered with stucco. • The repaired joints stopped short of the adjacent walls to the north and south. RECOMMENDATIONS: • The width of the sealant should be the same width as the mortar joint. • Remove the stucco and repair the sealant where the stucco is covering the joint near the scupper. • Extend the repairs to the joint all the way to the north and south walls. Verify that these repairs are .1■ Page 1 of 2 M L Engineering Inc. \' Consulting Engineers Threshold Inspector 2030 37'" Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mleneineerinainc.com Project No.19-155 1Report No. 1 Building Official: Mr. Gary Stepalavich—SLC Building Official Project Manager: Mr. Gene Ross — Elliott Merrill Contractor: Mr. Bob Stark— Structure -Con File The width of the sealant is too wide and should only be the width of the mortar joint. Remove the excess stucco that is covering the repaired joint and sealant. Pic 3 The repaired joints stop short of the adjacent walls. The repaired joints are to extend all the way to both the north and south walls. Page 2 of 2 M L Engineering Inc. Project No. 19-155 Report No. 2 Consulting Engineers Building Official: SLC Building Official — SLC Building Dept. Threshold Inspector Project Manager: Mr. Gene Ross —Elliott Merrill 2030 37 ° Avenue Contractor: Mr. Bob Stark — Structure -Con Vero Beach, Florida 32960 File Phone: (772)569-1257 Fax: (772) 569-4041 www.mlenaineerineinc.com OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS—BLDG. B PARAPET WALL 5159 N. HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER: 1906-0338 PROJECT NAME: Ocean Harbor N. Condos —Bldg B DATE: October 8, 2019 Parapet Wall CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny FINAL INSPECTION: Repairs to th6 Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The deficiencies to the repaired joint noted in the previous report were corrected. All repairs were found to be in substantial compliance with the design documents and structural work is complete. Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37'^ Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 mvw.mleneineerin einc.com Project No. 19-15 Building Official: Project Manager: Contractor: File 5 Report No. 2 SLC Building Official — SLC Building Dept. Mr. Gene Ross — Elliott Merrill Mr. Bob Stark — Structure -Con Pic 1 The width of the sealant was corrected and reduced to the actual joint width. Stucco was removed from across the joint near the scupper midway along the joint Pic 2 The repaired horizontal joint was extended to the adjacent walls as plan. Page 2 of 2 M L Engineering Inc. Project No. 19-155 Report No. 1 Consulting Engineers Building Official: Mr. Gary Stepalavich — SLC Building Official Threshold Inspector Project Manager: Mr. GeneRoss— ElliottMerrill 2030 37th Avenue Contractor: Mr. Bob Stark — Structure -Con Vero Beach, Florida 32960 File Phone: (772)569-1257 Fax: (772)569-4041 www. mlengineerin ginc.com OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS — BLDG. B PARAPET WALL 5159 N. HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER: 1906-0338 PROJECT NAME: Ocean Harbor N. Condos — Bldg B DATE: September 27, 2019 Parapet Wall CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The horizontal joint was repaired and we observed the following: • The width of the sealant extends too far above and below the actual joint. • A section of the joint in the middle close to the scupper was covered with stucco. • The repaired joints stopped short of the adjacent walls to the north and south. RECOMMENDATIONS: I • The width of the sealant should be the same width as the mortar joint. • Remove the stucco and repair the sealant where the stucco is covering the joint near the scupper. • Extend the repairs to the joint all the way to the north and south walls. Verify that these repairs are -.11 Pagel of 2 M L Engineering Inc. Project No. 19-155 Report No. 1 Consulting Engineers Threshold Inspector 2030 37 ° Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlengineeringinc.com Building Official: Mr. Gary Stepalavich—SLC Building Official Project Manager: _ Mr. Gene Ross — Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con Fite Pic 1 The width of the sealant is too wide and should only be the width of the mortar joint. Pic 2 Remove the excess stucco that is covering the repaired joint and sealant. Pic 3 The repaired joints stop short of the adjacent walls. The repaired joints are to extend all the way to both the north and south walls. Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlengineeringinc.com Project No.19-155 Report No. 2 Building Official: SLC Building Official —SLC Building Dept. Project Manager: Mr. Gene Ross— Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS—BLDG. B PARAPET WALL 5159 N. HWY Al A, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER: 1906-0338 PROJECT NAME: Ocean Harbor N. Condos — Bldg B DATE: October 8, 2019 Parapet Wall CLIENT: Elliott Merrill Comm unity"Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: FINAL INSPECTION: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The deficiencies to the repaired joint noted in the previous report were corrected. All repairs were found to be in substantial compliance with the design documents and structural work is complete. Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-I257 Fax: (772) 569-4041 mvw.mleneineerineinc com Project No.19-155 Report No. 2 Building Official: SLC Building Official — SLC Building Dept. Project Manager: Mr. Gene Ross — Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File Pic I The width of the sealant was corrected and reduced to the actual joint width. Stucco was removed from across the joint near the scupper midway along the joint Pic 2 The repaired horizontal joint was extended to the adjacent walls as plan. Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 wmv. mlenei n eerin einc.com Project No.19-155 Report No. 1 Building Official: Mr. Gary Stepalavich — SLC Building Official Project Manager: Mr. Gene Ross — Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS —BLDG. B PARAPET WALL 5159 N. H W Y A I A, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER 1906-0338 PROJECT NAME: Ocean Harbor N. Condos — Bldg B P Parapet Wall DATE: September 27, 2019 CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Luc WEATHER: Sunnv WORK INSPECTED: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The horizontal joint was repaired and we observed the following: e The width of the sealant extends too far above and below the actual joint. . A section of the joint in the middle close to the scupper was covered with stucco. o The repaired joints stopped short of the adjacent walls to the north and south. RECOMMENDATIONS: e The width of the sealant should be the same width as the mortar joint. • Remove the stucco and repair the sealant where the stucco is covering the joint near the scupper. o Extend the repairs to the joint all the way to the north and south walls. Verify that these repairs are completed. �%uu1n1♦ y PNTH ON f& • F �� s� vG `�520 . _•:.� Page 1 of 2 J M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37a^ Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlengineerinizinc.com Project No. 19-155 Report No. 1 Building Official: Mr. Gaiy Stepalavich —SLC Building Official Project Manager: Mr. Gene Ross —Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File Plc I The width of the sealant is too wide and should only be the width of the mortarjoint. Pic 2 Remove the excess stucco that is covering the repaired joint and sealant. The repaired joints stop short of the adjacent walls. The repaired joints are to extend all the way to both the north and south walls. Page 2 of 2 M L Engineering Inc Project No.19-155 Report No. 2 Consulting Engineers Threshold Inspector 2030 371, Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mleneineerin einc. corn Building Official: SLC Building Official — SLC Building Dept Project Manager: Mr. GeneRoss—ElliottMerrill Contractor: Mr. Bob Stark —Structure -Con File OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS —BLDG. B PARAPET WALL 5159 N. HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER: 1906-0338 PROJECT NAME: Ocean Harbor N. Condos --Bldg B Parapet Wall DATE: October 8, 2019 CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunnv FINAL INSPECTION: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The deficiencies to the repaired joint noted in the previous report were corrected. All repairs were found to be in substantial compliance with the design documents and structural work is complete. Page 1 of 2 M L Engineering Ii . Consulting Engineers Threshold Inspector 2030 37 ° Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlenginceringinc.com Project No.19-155 Report No. 2 Building Official: SLC Building Official — SLC Building Dept. Project Manager: Mr. Gene Ross — Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File The width of the sealant was corrected and reduced to the actual joint width. Stucco was removed from across the joint near the scupper midway along the joint Pic 2 The repaired horizontal joint was extended to the adjacent walls as plan. Page 2 of 2 M L Engineering Inc. Project No. 19-155 Report No. 2 Consulting Engineers Building Official: SLC Building Official — SLC Building Dept. Threshold Inspector Project Manager: Mr. Gene Ross— Elliott Merrill 2030 37" Avenue Contractor: Mr. Bob Stark— Structure -Con Vero Beach, Florida 32960 File Phone: (772) 569-1257 Fax: (772)569-4041 www.mlennineeringinc.com OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS — BLDG. B PARAPET WALL 5159 N. HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER: 1906-0338 PROJECT NAME: Ocean Harbor N. Condos —Bldg B DATE: October 8, 2019 Parapet Wall CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Luc WEATHER: Sunny FINAL INSPECTION: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The deficiencies to the repaired joint noted in the previous report were corrected. All repairs were found to be in substantial compliance with the design documents and structural work is complete Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37t1 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 w .mleneineerineinc.com Project No. 19-155 Report No. 2 Building Official SLC Building Official — SLC Building Dept. Project Manager: Mr. Gene Ross — Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File Pic I The width of the sealant was corrected and reduced to the actual joint width. Stucco was removed from across the joint near the scupper midway along the joint Pic 2 The repaired horizontal joint was extended to the adjacent walls as plan. Page 2 of 2 Project No. 19-155 Report No. 1 M L Engineering Inu. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mleneinceringinc.com Building Official: Mr. Gary Stepalavich—SLC Building Official Project Manager: Mr. Gene Ross —Elliott Merrill Contractor: Mr. Bob Stark —Structure -Con File OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS—BLDG. B PARAPET WALL 5159 N. HWY AlA, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER: 1906-0338 PROJECT NAME: Ocean Harbor N. Condos —Bldg B Parapet Wall DATE: September 27, 2019 CLIENT: Elliott Merrill Community Management LOCATION: CONTRACTOR: Structure -Con PROJECT MGR: INSPECTED BY: Mike Lue WEATHER: WORK INSPECTED: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The horizontal joint was repaired and we observed the following: • The width of the sealant extends too far above and below the actual joint. • A section of the joint in the middle close to the scupper was covered with stucco. • The repaired joints stopped short of the adjacent walls to the north and south. Vero Beach, Florida Mr. Khris McConnell RECOMMENDATIONS: • The width of the sealant should be the same width as the mortar joint. • Remove the stucco and repair the sealant where the stucco is covering the joint near the scupper. • Extend the repairs to the joint all the way to the north and south walls. Verify that these repairs are e N G (�" • ' T o :,��Q'OFLOR�•l��O: ._ �_ Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 376 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www. mlengineerineinc.com Project No. 19-155 Report No. 1 Building Official: Mr. Gary Stepalavich — SLC Building Official Project Manager: Mr. Gene Ross — Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File The width of the sealant is too wide and should only be the width of the mortar joint. Pic 2 Remove the excess stucco that is covering the repaired joint and sealant. The repaired joints stop short of the adjacent walls. The repairedjoints are to extend all the way to both the north and south walls. Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37o' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)5694041 www mlengineerineinc.com Project No. 19-155 Report No.1 Building Official: Mr. Gary Stepalavich — SLC Building Official Project Manager: Mr. Gene Ross —Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS — BLDG. B PARAPET WALL 5159 N. HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBER: 1906-0338 PROJECT NAME: Ocean Harbor N. Condos — Bldg B DATE: September 27, 2019 Parapet Wall CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The horizontal joint was repaired and we observed the following: • The width of the sealant extends too far above and below the actual joint. • A section of the joint in the middle close to the scupper was covered with stucco. • The repaired joints stopped short of the adjacent walls to the north and south. RECOMMENDATIONS: • The width of the sealant should be the same width as the mortar joint. • Remove the stucco and repair the sealant where the stucco is covering the joint near the scupper. • Extend the repairs to the joint all the way to the north and south walls. Verify that these repairs are c( .•nu G v 520 • :* ,LORD Page 1 of 2 Project No. 19-155 Report No.1 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www. mleneineerin ainc.com Building Official: Mr. Gary Stepalavich — SLC Building Official Project Manager: Mr. Gene Ross —Elliott Merrill Contractor: Mr. Bob Stark —Structure -Con File Pic 1 The width of the sealant is too wide and should only be the width of the mortarjoint. Pic 2 Remove the excess stucco that is covering the repaired joint and sealant. The repaired joints stop short of the adjacent walls. The repaired joints are to extend all the way to both the north and south walls. Page 2 of 2 M L Engineering Inc. Project No. 19-155 Report No. 1 Consulting Engineers Building Official: Mr. Gary Stepalavich — SLC Building Official Threshold Inspector Project Manager: Mr. Gene Ross — Elliott Merrill 2030 37° Avenue Contractor: Mr. Bob Stark — Structure -Con Vero Beach, Florida 32960 File Phone: (772)569-1257 Fax: (772)569-4041 www.mleneineerin ginc.com OBSERVATION REPORT OCEAN HARBOR NORTH CONDOMINIUMS —BLDG. B PARAPET WALL 5159 N. HWY AIA, FT. PIERCE, FL 34949 SLC BUILDING DEPT. PERMIT NUMBE PROJECT NAME: Ocean Harbor N. Condos —Bldg B DATE: September 27, 2019 Parapet Wall CLIENT: Elliott Merrill Community Management LOCATION: Vero Beach, Florida CONTRACTOR: Structure -Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Repairs to the Building B Parapet wall joint at the roof slab line. OBSERVATIONS: The horizontal joint was repaired and we observed the following: • The width of the sealant extends too far above and below the actual joint. • A section of the joint in the middle close to the scupper was covered with stucco. • The repaired joints stopped short of the adjacent walls to the north and south. RECOMMENDATIONS: • The width of the sealant should be the same width as the mortarjoint. • Remove the stucco and repair the sealant where the stucco is covering the joint near the scupper. • Extend the repairs to the joint all the way to the north and south walls. Verify that these repairs are completed. .•` NZHON ••. ,,A,p• FLOE:,�IG��` Pagel of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlenginceringine.com Project No. 19-155 Report No. 1 Building Official: Mr. Gary Stepalavich — SLC Building Official Project Manager: Mr. Gene Ross —Elliott Merrill Contractor: Mr. Bob Stark — Structure -Con File The width of the sealant is too wide and should only be the width of the mortar joint. Remove the excess stucco that is covering the repaired joint and sealant. Pic 3 The repaired joints stop short of the adjacent walls. The repaired joints are to extend all the way to both the north and south walls. Page 2 of 2