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HomeMy WebLinkAbout21-145A - OHS Condos-N Bldg-Bldg A- SLCPermit 2106-0287 - Report 06 12.10.21 DSIGNEDM L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37th Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlengineeringinc.com Project No. 21-145A Report No. 6 Project Manager: Building Official: Contractor: File: Mr. Gene Ross – Elliott Merrill Community Mgmt. SLC Building Department Mr. Robert Stark – Structure-Con Mr. Khris McConnell – Structure-Con Page 1 of 2 THRESHOLD INSPECTION REPORT OCEAN HARBOR SOUTH CONDOMINIUMS – 2021 BALCONY REPAIRS 4250 N. HWY A1A – (NORTH BLDG – BLDG. A) – FT. PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: 2106-0287 PROJECT NAME: Ocean Harbor South Condos – 2021 Balcony Repairs – N. Bldg. / Bldg. A DATE: December 10, 2021 CLIENT: Elliott Merrill Community Management LOCATION: Ft. Pierce, FL CONTRACTOR: Structure-Con PROJECT MGR: Mr. Khris McConnell INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Units 808/708 OBSERVATIONS: Units 808/708 • The SGD was removed at units 808 and 708 (below) as needed to perform the full-depth slab repairs to the slab between the units. • There are (6) reinforcing bars running in the north-south direction which have significant section loss due to corrosion, requiring splicing with new bars. • New anchors are required for the (6) new PT band cables at the outer face of the balcony slab edge because the wedges in the existing anchors cannot be removed. These cable splices will be located in the slab under the window. • The broken uniform cable at the west end of the balcony requires splicing. RECOMMENDATIONS: • Clean and coat all existing reinforcing bars as per specs. • Epoxy dowel new reinforcing bars at each face and lap adjacent to the (6) corroded existing bars. • Relocate the new uniform cable in the north-south direction to the top of the slab for the cantilevered slab. • Provide edge bars, bursting bars and hair pin anchors per sketch SK1 (attached). • The PT specialist is scheduled to begin replacing the cables on Wednesday, December 15, 2021. ______________________________ Michael Lue, P.E. Encl: SK1 – PT Pocket Detail Sketch – dated 12/10/21 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37th Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlengineeringinc.com Project No. 21-145A Report No. 6 Project Manager: Building Official: Contractor: File: Mr. Gene Ross – Elliott Merrill Community Mgmt. SLC Building Department Mr. Robert Stark – Structure-Con Mr. Khris McConnell – Structure-Con Page 2 of 2 Pic 1 Unit 808/708 balcony slab at south SGD. Pic 2 Unit 708 slab above SGD. Corroded bars to be cleaned and coated and new bars added. Pic 3 Unit 708 SGD header. 1-½” anchor embedment into concrete slab. SK-1POST TENSION POCKET DETAIL OCEAN HARBOR SOUTH 1OF SHEET NO: SHEET TITLE: ISSUE DATE: JOB NO. CHECKED BY:DRAWN BY: Vero Beach, Florida 32960 ENGINEERING, INC. Consulting Structural Engineer 2030 37th Avenue Phone: 772.569.1257 Fax: 772.569.4041 This drawing and design as shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an infringe- ment, and may be subject to legal action by ML Engineering, Inc. JOB NAME:12-10-21 21-145A MICHAEL A. LUE, P.E. FLORIDA REG. #47520 NORTH BLDG. - UNIT 808 TR4250 N. HWY A1A FT. PIERCE, FL ML SEAL: