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HomeMy WebLinkAboutTHRESHOLD INSPECTION REPORTW M L Engineering Inc. Project No. 17-119 Report No. 17 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Andrew Manero — SLC Bldg. Dept. 2030 31ph Avenue Contractor: Mr. Rob Starke — Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan — Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www. mleneineerineinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM —BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: April 17, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunnv WORK INSPECTED: 2"d Floor exterior east and south walls at gym. OBSERVATIONS: • The exterior metal stud tracks at the base of the south and east walls under the windows are corroded. • The windows extend from the underside of the 31d floor slab down to about 3 3/a" above the 2"d floor slab. There is 3 3/4" of metal stud framing under the windows. The length of corroded framing under the window extends approximately 8 feet in length. • The south wall track was completely corroded. • There has been water intrusion entering under the exterior metal stud walls. • There are five fixed windows mulled together, but the horizontal mullion under the windows is continuous. RECOMMENDATIONS: • The windows need to be removed to repair the curb under the windows. The Association is to arrange for removal and reinstallation of the windows to facilitate the repairs. • The Contractor will need to construct a temporary weather wall at the two sides. • We recommend using a 3 3/A" x 6" wide solid concrete curb under the two walls with the following: o Use Master Builders Emaco 1061 repair mortar. o (2) #4 horizontal continuous bars with 6"epoxy anchored dowels into the column. o (2) #4 90-degree comer lap bars. o #4 90-degree hook dowels at 12" oc at the east wall with 4" epoxy embed. o No dowels at the south wall due to possible conflict with PT cables. Use %a" diameter x 2 3/a" stainless steel tapcons at 12" oc with I" embed instead. o Clean and prepare all existing concrete surfaces with slurry coat as recommended by Master Builders for proper bonding of the Master Builders Emaco 1061. SCANNED BY St. Lucie County Page 1 of 2 Project No. 17-119 Report No. 17 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37" Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlenaineeringinc.com Client: Mr. Michael Barber —Keystone Building Official: Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File Y Pic 1 View of building comer looking north. Wall at gym has been removed. Pic 2 The 3 3/4" high framing under the windows at the gym east wall. Note corrosion of the metal stud track. Pic 3 View of the end of the wall at the windows. Page 2 of 2 ,r N 0 M L Engineering Inc. • Project No. 17-119 enar, o._I7 „ 40? Z Z Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 Client: Mr. Michael a In Building Official: Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File edd THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS ,b 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & . PROJECT NAME: Paragon Condominium DATE: April 17, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: 2nd Floor exterior east and south walls at gym. OBSERVATIONS: • The exterior metal stud tracks at the base of the south and east walls under the windows are corroded. • The windows extend from the underside of the 3' floor slab down to about 3'/l' above the 2°d floor slab. There is 3'/4' of metal stud framing under the windows. The length of corroded framing under the window extends approximately 8 feet in length. • The south wall track was completely corroded. • There has been water intrusion entering under the exterior metal stud walls. • There are five fixed windows mulled together, but the horizontal mullion under the windows is continuous. RECOMMENDATIONS: • The windows need to be removed to repair the curb under the windows. The Association is to arrange for removal and reinstallation of the windows to facilitate the repairs. • The Contractor will need to construct a temporary weather wall at the two sides. • We recommend using a 3 3/4" x 6" wide solid concrete curb under the two walls with the following: o Use Master Builders Emaco 1061 repair mortar. o (2) #4 horizontal continuous bars with 6"epoxy anchored dowels into the column. o (2) #4 90-degree comer lap bars. o #4 90-degree hook dowels at 12" ocat the east wall with 4" epoxy embed. o No dowels at the south wall due to possible conflict with PT cables. Use''/4" diameter x 2 3/4" stainless steel tapcons at 12" oc with 1" embed instead. o Clean and prepare all existing concrete surfaces with slurry coat as recommended by Master Builders for proper bonding of the Master Builders Emaco 1061. Page 1 of , f _ !1 0 . M L Engineering Inc. Project No.17-119 L Report No. 17 Consulting Engineers Client: Threshold Inspector Building Official: 2030 3711 Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www. mleneineerinainc.com Mr. Michael Barber —Keystone Mr. Andrew Manero — SLC Bldg. Dept. Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Pic I View of building comer looking north. Wall at gym has been removed. Pic 2 The 3 3/4" high framing under the windows at the gym east wall. Note corrosion of the metal stud track. Pic 3 View of the end of the wall at the windows. Page 2 of 2 .er r4 M L Engineering Inc. Project No. 17-119 Report No. 18 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Andrew Manero — SLC Bldg. Dept. 2030 371h Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan— Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengfireeringinc.com - THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: April 24, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: 2"d Floor exterior east and south walls at gym. IQ-M M11"11)ZI.91 • Temporary weather walls have been placed. • The windows and corroded metal stud framing were removed. • The reinforcing was placed as recommended. • Formwork is in place for the new concrete curbs at the east and south walls. • The existing slab was roughened as recommended for proper bonding of the repair mortar. RECOMMENDATIONS: • The curb along the south wall had to be adjusted slightly to align with the upper track. • Coat all reinforcing steel with corrosion inhibitor prior to placing concrete. • Provide a slurry coat on the existing concrete prior to placing the repair mortar for proper bonding of the Emaco 1061. • Place concrete repair mortar at curbs. Page 1 of 2 J r'. Project No. 17-119 Report No. 18 M L Engineering I„u. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlenizineerinyinc.com Client: Mr. Michael Barber —Keystone Building Official: Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan— Structure Con File Vf - r View of reinforcing steel looking north. Pic 2 View of form at column looking west at column. Note: Inside needed to be shifted over to the right. Pic 3 View of form at column looking west at column. Note: Inside form corrected. 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 www.mlen2ineerineinc. corn Project No. 17-119 Repor Client: Mr. Midtrael Barber— Building Official: Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan—Structure Con File THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM —BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 349 SLC BUILDING PERMIT NUMBERS: 1709-0485 &MME PROJECT NAME: Paragon Condominium CLIENT: Keystone Properties CONTRACTOR: Structure Con INSPECTED BY: Mike Lue WORK INSPECTED: 2" Floor exterior east and south walls at gym. IQ 0 N 611Y:V YIGMT DATE: April 24, 2019 LOCATION: Fort Pierce, Florida PROJECT MGR: Mr. Gabriel Efrainsanjuan WEATHER: Sunny • Temporary weather walls have been placed. • The windows and corroded metal stud framing were removed. • The reinforcing was placed as recommended. • Formwork is in place for the new concrete curbs at the east and south walls. • The existing slab was roughened as recommended for proper bonding of the repair mortar. RECOMMENDATIONS: • The curb along the south wall had to be adjusted slightly to align with the upper track. • Coat all reinforcing steel with corrosion inhibitor prior to placing concrete. • Provide a slurry coat on the existing concrete prior to placing the repair mortar for proper bonding of the Emaco 1061. • Place concrete repair mortar at curbs. �P!gHONy� ., Page 1 of 2 k M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 3711 Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengineeringinc.co.m. Report No. 18 Mr. Michael Barber —Keystone Mr. Andrew Manero — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Pic I View of reinforcing steel looking north. Pic 2 View of form at column looking west at column. Note: Inside needed to be shifted over to the right. Pic 3 View of form at column looking west at column. Note: Inside form corrected. Page 2 of 2 <.r M L, Engineering Inc. 'l Project No. 17-119 Report No.19 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Andrew Manero — SLC Bldg. Dept. 2030 37" Avenue Contractor: Mr. Rob Starke — Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan — Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 l www.mlen�ineerin-inc.com ��� ( C THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: May 10, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Balcony repairs at Southeast balconies at floors 3,4,5,6,7,8 & 10. OBSERVATIONS: The visible cracks and spalls were excavated to determine the cause and extent of deterioration. Most of these areas are located at the corners of the concrete balconies. Many of the cables were not cut short enough and did not have a protective greased cap. Deterioration was caused due to corrosion of the reinforcing steel being too close to the surfaces, exposed PT cable ends, and corrosions of the nails used to attach the PT anchors to the form boards. 3rd Floor: There are 4 PT cables that need to be locked off so further demolition can continue. 4' Floor: 2 PT cables need to be locked off to continue with repairs. 5' Floor: 2 PT cables to be locked off to continue with repairs. 61 Floor: Hair pin reinforcing bars need to be cut or bent back into slab to provide adequate concrete coverage. 71' Floor: 1 PT cable needs to be locked off so new PT anchor can be set back from slab edge with more concrete coverage. 8' Floor: Clean and coat all reinforcing bars and other ferrous metals and replace concrete as per specs. No PT cables affected. 10"Floor: Clean and coat all reinforcing bars and other ferrous metals and replace concrete as per specs. Cut or bend hair pins to maintain the minimum required concrete coverage of 1-1/2 inch. RECOMMENDATIONS: • Have the PT specialist lock off all affected cables as needed to repair slabs. • Adjust all existing • reinforcing bars to provide the minimum of 1-1/2 .inch concrete coverage, clean and coat with corrosion inhibitor. • Cut off all existing nails that were used to secure the PT anchors as short as possible, and coat ends with corrosion inhibitor. • Coat all reinforcing steel with corrosion inhibitor prior to placing concrete. GS F � •GF`�S -.FL O ' age 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3.71h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mIengineerineinc.com Project No. 17-119 Client: Building Official: Contractor: File f: b Report No. 19 Mr. Michael Barber — Keystone Mr. Andrew Manero — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan—Structure Con Page 2 of 2 M L Engineering Inc. Project No. 17-119 e 9 Consulting Engineers Client: Mr. Mich - ne Threshold Inspector Building Official: Mr. Andrew Manero — SLC Bldg. Dept. 2030 37'h Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan — Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlenginecringine.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & t10''0 PROJECT NAME: Paragon Condominium DATE: May 10, 2019 CLIENT: Keystone Properties CONTRACTOR: Structure Con LOCATION: Fort Pierce, Florida PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Balcony repairs at Southeast balconies at floors 3,4,5,6,7,8 & 10. OBSERVATIONS: The visible cracks and spalls were excavated to determine the cause and extent of deterioration. Most of these areas are located at the corners of the concrete balconies. Many of the cables were not cut short enough and did not have a protective greased cap. Deterioration was caused due to corrosion of the reinforcing steel being too close to the surfaces, exposed PT cable ends, and corrosions of the nails used to attach the PT anchors to the form boards. 3rd Floor: There are 4 PT cables that need to be locked off so further demolition can continue. 4'h Floor: 2 PT cables need to be locked off to continue with repairs. 5'h Floor: 2 PT cables to be locked off to continue with repairs. 6'h Floor: Hair pin reinforcing bars need to be cut or bent back into slab to provide adequate concrete coverage. 7'h Floor: 1 PT cable needs to be locked off so new PT anchor can be set back from slab edge with more concrete coverage. 80, Floor: Clean and coat all reinforcing bars and other ferrous metals and replace concrete as per specs. No PT cables affected. 10'h Floor: Clean and coat all reinforcing bars and other ferrous metals and replace concrete as per specs. Cut or bend hair pins to maintain the minimum required concrete coverage of 1-1/2 inch. RECOMMENDATIONS: • Have the PT specialist lock off all affected cables as needed to repair slabs. • Adjust all existing reinforcing bars to provide the minimum of 1-1/2 inch concrete coverage, clean and coat with corrosion inhibitor. • Cut off all existing nails that were used to secure the PT anchors as short as possible, and coat ends with corrosion inhibitor. • Coat all reinforcinp� jt%el with corrosion inhibitor prior to placing concrete. 0%%i ' HON y'� •,�� V fit' Sir'' Q O• .��A_•.:FI rR�•i: •���eee t���'��, age 1 of 2 �' M L Engineering Inc. u Project No. 17-119 Report No. 19 Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www, mlengineerineinc.com Client: Mr. Michael Barber — Keystone Building Official: Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37th Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 wtvw.mleneineerineinc.com Project No. 17-119 Report No. 20 Client: Mr. Michael Barber —Keystone Building Official: Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Rob Starke —Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File �t 4iq USMad 4 awe THRESHOLD INSPECTION REPORT - PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: June 7, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Balcony repairs at Southeast balconies at floors 3,4,5,6,7,8 & 10. OBSERVATIONS: After more excavation of the concrete, the PT specialist determined that more cables were required to be locked off to facilitate the repairs. There are a total of 37 cables locked off and spliced. 10 cables were the most at any one balcony. 3rd Floor: 10 PT cables locked off and spliced. The existing southern most PT cable was found with no anchor plate or end and is required to be locked off. The cable was spliced and new anchor was placed. 4u' Floor: 3 PT cables 5' Floor: 4 PT cables 6' Floor: 10 PT cables 7t° Floor: , 10 PT cables 8ffi Floor: Clean & coat all reinforcing bars and other ferrous metals and replace concrete as per specs. No PT cables. 10' Floor: Clean & coat all reinforcing bars and other ferrous metals and replace concrete as per specs. No PT cables. RECOMMENDATIONS: • Some PT cable splices do not have the PVC protective covering due to limited clearances. These exposed connectors are to be wrapped with protective tape. • Provide a #4 bar at the comer of the slab edge and the hand rail post, typical at the balcony slabs being repaired. This is to control or eliminate the cracks that sometimes occur at the slab comers. • Coat all reinforcing steel with corrosion inhibitor prior to placing coperete and maintain the proper concrete coverages. • Pour the lower floor first and re -shore the slabs above in sequence. FSSIOXA ''0Mn1t,1`O patrp I nf2 l G- M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 376 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 www.mlen aineerineinc.com r. Project No. 17-119 Report No. 20 Client: Mr. Michael Barber —Keystone Building Official: Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan —Structure Con File Pic 1 3`a Floor 10 PT cables locked off. Pic 2 3`a Floor Barrel splice connectors to be covered with protective tape. Pic 3 Typical Floor Place 94 bent bar at corner between the guard rail post and slab edge. Bar is to be bent as wide as possible parallel to slab edge and coated with corrosion inhibitor. Page 2 of 2 M L Engineering Inc. Project No. 17-119 M Oxi N0. 0--- 1 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Andrew Manero — SLC Bldg. Dept. 2030 371" Avenue Contractor: Mr. Rob Starke — Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan — Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengineeringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY Al A, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: June 7, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: Balcony repairs at Southeast balconies at floors 3,4,5,6,7,8 & 10 OBSERVATIONS: After more excavation of the concrete, the PT specialist determined that more cables were required to be locked off to facilitate the repairs. There are a total of 37 cables locked off and spliced. 10 cables were the most at any one balcony. 3rd Floor: 10 PT cables locked off and spliced. The existing southern most PT cable was found with no anchor plate or end and is required to be locked off. The cable was spliced and new anchor was placed. 41' Floor: 3 PT cables 51' Floor: 4 PT cables 60' Floor: 10 PT cables 7' Floor: 10 PT cables 8'Floor: Clean & coat all reinforcing bars and other ferrous metals and replace concrete as per specs. No PT cables. 10`" Floor: Clean & coat all reinforcing bars and other ferrous metals and replace concrete as per specs. No PT cables. RECOMMENDATIONS: • Some PT cable splices do not have the PVC protective covering due to limited clearances. These exposed connectors are to be wrapped with protective tape. • Provide a #4 bar at the corner of the slab edge and the hand rail post, typical at the balcony slabs being repaired. This is to control or eliminate the cracks that sometimes occur at the slab corners. • Coat all reinforcing steel with corrosion inhibitor prior to placing concrete and maintain the proper concrete coverages. • Pour the lower floor first and re -shore the slabs above in sequence. .•'-N"IrtvN '�� 0 Is Page 1 of 2 19 r" M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 3711 Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mleneineerinsinc.com Pic 1 3`d Floor Report No. 20 Mr. Michael Barber — Keystone Mr. Andrew Manero — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con 10 PT cables locked off. Pic 2 3' Floor Barrel splice connectors to be covered with protective tape. Pic 3 Typical Floor Place #4 bent bar at comer between the guard rail post and slab edge. Bar is to be bent as wide as possible parallel to slab edge and coated with corrosion inhibitor. Page 2 of 2 • ;_y M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37" Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlen eineeringinc.com Igp3-orb Project No. 17-119 Report Client: Mr. Michael Barber —Keystone Building Official: Mr. Andrew Manero — SLC Bldg. Dept. Contractor: Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: July 16, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Luc WEATHER: Sunny. WORK INSPECTED: Final inspection of the Southeast balconies at floors 3,4,5,6,7,8 & 10. OBSERVATIONS: Floors 3-10 All concrete repairs to the balcony slabs are completed at the above permitted balconies, including the waterproofing, stucco, and paint. Miscellaneous cleanup is in progress. The balconies with missing tile at the repaired areas are the unit Owners' responsibility, and are in progress. - The Contractor is waiting for the tile to be installed before they can re -install the bottom shutter tracks at the units. Unit 302 is getting a new shutter track and system which is to be installed by the shutter company. The post bases are to be anchored to the slab with stainless steel protec fasteners with the protective caps. Page 1 of 2 M L Engineering Inc. Consulting Engineers ' Threshold Inspector 2030 37`h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mleneincerinainc.com Project No. 17-119 Client: Building Official: Contractor: Pic 1 Unit 1002 Report No. 21 Mr. Michael Barber — Keystone Mr. Andrew Manero — SLC Bldg. Dept. Mr. Rob Starke —Structure Con W. Gabriel Efrainsanjuan — Structure Con Balcony repairs completed and Contractor is waiting on tile to be installed so they can re -install shutter tracks. Unit 502 Balcony repairs completed, and balcony deck painted. Pic 3 Unit 302 Balcony repairs completed, but guard rail post anchors need to be placed. Page 2 of 2 M L Engineering Inc. Project No. 17-119 Report No. 21 ` Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Andrew Manero — SLC Bldg. Dept. 2030 37'^ Avenue Contractor: Mr. Rob Starke — Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efiainsanjuan— Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 7 j www.mlengineeringinc.com '2(m ar�eoQ 4 Pc� �acltp� THRESHOLD INSPECTION REPORT _ PARAGON CONDOMINIUM —BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: July 16, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. GabrielEfrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunnv WORK INSPECTED: Final inspection of the Southeast balconies at floors 3,4,5,6,7,8 & 10. OBSERVATIONS: Floors 3-10 All concrete repairs to the balcony slabs are completed at the above permitted balconies, including the waterproofing, stucco, and paint. Miscellaneous cleanup is in progress. The balconies with missing tile at the repaired areas are the unit Owners' responsibility, and are in progress. The Contractor is waiting for the file to be installed before they can re -install the bottom shutter tracks at the units. Unit 302 is getting a new shutter track -and system which is to be installed by the shutter company. The post bases are to be anchored to the slab with stainless steel protec fasteners with the protective caps. Page 1 of 2 M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 3711 Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www. mleneineerineinc.com Pic 1 Unit 1002 Report No. 21 Mr. Michael Barber —Keystone Mr. Andrew Manero — SLC Bldg. Dept. Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan —Structure Con Balcony repairs completed and Contractor is waiting on tile to be installed so they can re -install shutter tracks. Pic 2 Unit 502 Balcony repairs completed, and balcony deck painted. Pic 3 Unit 302 Balcony repairs completed, but guard rail post anchors need to be placed. Page 2 of 2 M L Engineering Inc. Project No. 17-119 .€, : 02 Consulting Engineers Client: Mr. Mich eys one Threshold Inspector Building Official: Mr. Gary Stepalavich—SLC Bldg. Dept. 2030 37t1 Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan — Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlenzincerineinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: August 23, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: West balconies 3S, 4S, 5S, 6S, 7S, 8S, 9S, I IS & 12S. OBSERVATIONS: Demolition is in progress at the South balconies at the above units 5S: Hair pin reinforcing is too close to the edge. ,Remove a section of the bar to provide a minimum of 1-1/2" concrete cover. 6S: Additional cracks at the slab edges were found and require repair. 7S: The crack was caused by two cable anchor plates being too high in the middle of the slab, about I ft in from the slab edge. We recommend epoxying the crack, coating all anchors and repouring. 8S: The damages to the slab edges are caused corrosion resulting from poor construction. The form nails and reinforcing bars were improperly placed or cut and received inadequate concrete cover as a result. 9S: The damages to the slab edges are caused by corrosion due to poor construction. The cable ends and form nails were not properly cut resulting in inadequate concrete cover. 115: Repair per plan. 12S: The crack in the ceiling may be full depth and appears to be a thermal crack and not caused by corrosion. We recommend epoxying the crack which will require the removal of some tiles on the penthouse balcony above. RECOMMENDATIONS: • Continue all repairs as per plan. • There are some minor fractures at the vertical face of some slab edges. We will inspect these on a case by case basis. These will be sealed prior to painting the structure after the repairs are completed. Page 1 of 3 M L Engineering Inc. Project No.17-119 Report No. 22 Consulting Engineers Threshold Inspector 2030 37� Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlenginecringinc.com Client: Mr. Michael Barber —Keystone Building Official: Mr. Gary Stepalavich — SLC Bldg. Dept. Contractor: Mr. Rob Starke —Structure Con Mr. Gabriel Efrainsanjuan— Structure Con File Pic 1: Unit 5S Hairpin reinforcing extended too far at the slab edge with inadequate concrete cover. Page 2 of 3 M L Engineering Inc. Project No. 17-119 Report No. 22 Consulting Engineers Threshold Inspector 2030 37"Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlen¢ineerineinc.com Client: Mr. Michael Barber —Keystone Building Official: Mr. Gary Stepalavich — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File Page 3 of 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37`b Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlengineerineine. com Project No. 17-119 Client: Building Official: Contractor: File Report No. 22 Mr. Michael Barber —Keystone Mr. Gary Stepalavich— SLC Bldg. Dept. Mr. Rob Starke —Structure Con Mr. Gabriel Efrainsanjuan— Structure Con THRESHOLD INSPECTION REPORT _ PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AlA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903-0050 PROJECT NAME: Paragon Condominium DATE: August 23, 2019 CLIENT: Keystone Properties CONTRACTOR: Structure Con LOCATION: Fort Pierce, Florida PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: West balconies 3S, 4S, 5S, 6S, 7S, 8S, 9S, I IS & 12S. OBSERVATIONS: Demolition is in progress at the South balconies at the above units 5S: Hair pin reinforcing is too close to the edge. Remove a section of the bar to provide a minimum of 1-1/2" concrete cover. 6S: Additional cracks at the slab edges were found and require repair. 7S: The crack was caused by two cable anchor plates being too high in the middle of the slab, about 1 ft in from the slab edge. We recommend epoxying the crack, coating all anchors and repouring. 8S: The damages to the slab edges are caused corrosion resulting from poor construction. The form nails and reinforcing bars were improperly placed or cut and received inadequate concrete cover as a result. 9S: The damages to the slab edges are caused by corrosion due to poor construction. The cable ends and form nails were not properly cut resulting in inadequate concrete cover. 11S: Repair per plan. 12S: The crack in the ceiling may be full depth and appears to be a thermal crack and not caused by corrosion. We recommend epoxying the crack which will require the removal of some tiles on the penthouse balcony above. RECOMMENDATIONS: • Continue all repairs as per plan. • There are some minor fractures at the vertical face of some slab edges. We will inspect these on a case by case basis. These will be sealed prior to painting the structure after the repairs are completed. .,��,cFSSI,ONP; Page 1 of 3 M L Engineering Inc. Project No.17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 37t1 Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772) 5694041 www.mlensineerinainc.com ♦�y- K rK,a'�$p �$r r � V 5 Pic 1: Unit 5S Report No. 22 Mr. Michael Barber —Keystone Mr. Gary Stepalavich — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Hairpin reinforcing extended too far at the slab edge with inadequate concrete cover. Pic 3: Unit 7S Fracture in slab running in line with two PT anchor Plates. Page 2 of 3 M L, Engineering Iric: Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www. mlensineerineinc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 22 Mr. Michael Barber— Keystone Mr. Gary Stepalavich —SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Page 3 of 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlengineeringinc.com Project No. 17-119o"IN+ r-v �" Client: Mr. Michae Barber )`Ceystone Building Official: SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan—Structure Con File THRESHOLD INSPECTION REPORT PARAGON CONDOMIMUM — BALCONY REPAIRS 4400 NORTH HWY A IA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 OOaO PROJECT NAME: Paragon Condominium DATE: October 31, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunnv WORK INSPECTED: West balconies 4N, OBSERVATIONS: Demolition is in progress at the North balconies' west elevation at the above units. Additional corrosion and deterioration of the balcony edges are being uncovered as the demolition progresses. We observed many of the PT cable ends were not capped, were left too long, and extended to the surface of the slab and are now corroded. The reinforcing bars along the slab edges also had inadequate coverage and were corroded. 4N: Balcony edge requires repair. There are 3 PT cables that need to be repaired to include being locked off, destressed, spliced and re -stressed. Due to the geometry of the balcony, this may affect up to 10 PT cables since they may be overlapping. to4 PT cables require repairs. This will affect more cables. 0 This balcony had ceramic tile installed, which is being removed. The tile was found to be loose and unbonded to the concrete slab, and was tented in some areas due to thermal movement. The thickness of the tile and thinset appeared higher than the interior slab which would trap moisture against the exterior metal stud infill walls. The affected PT anchors may be repaired and replacement is not required. The cable ends need to be cut back and capped with a greased end cap. 4 PT anchors are exposed and require repair, but replacement is not required as above. There were 2 corroded I" diameter wedge bolts found the middle of the slab which were removed. These anchors appeared to have been installed during a renovation and were left in the slab. 8 ? 4 PT cables require repairs. This will affect more cables. RECOMMENDATIONS: • Continue all concrete, reinforcing and PT cable repairs as per plan. • Coordinate the cable repairs with the PT specialist. ��.�PN'CHvNy�••, 6 „ S101A it%, Page 1 of 2 M L Engineering In,., Project No. 17-119 Report No. 23 Consulting Engineers Client: Threshold Inspector Building Official: 2030 37a Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mienginecringinc.com Mr. Michael Barber —Keystone SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan—Structure Con Pic 1: North West elevation. Balcony edges under repair. Pic 3: Unit 6N Inadequate concrete coverage on the reinforcing along the slab edges has resulted in corrosion and cracks. Page 2 of 2 M L Engineering Inc. Project No.17-119 Report No. 24 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: SLC Bldg. Dept. 2030 37"Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan — Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengineeringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY A 1A, FORT PIERCE, FL 3494 SLC BUILDING PERMIT NUMBERS: 1709-0485 & 1903`0030 PROJECT NAME: Paragon Condominium DATE: Nov 25, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: West balconies OBSERVATIONS: Units 4N. 5N & 8N: • There were 23 PT affected cables at these three units which were locked off, destressed and spliced with new cable ends. • Unit 4N 8 PT cables • Unit 5N 6 PT cables • Unit 8N 9 PT cables • All reinforcing bars at these units have been cleaned, coated and replaced where needed and concrete can be repoured at these balconies. • The EIFS walls where the PT cables had to be locked off were damaged and will require repairs. Units 6N & 7N: • The PT cable ends which were exposed but are not being replaced are being cut back and the anchor plates coated with corrosion inhibitor. Work is still in progress to clean and repair the corroded reinforcing bars along the balcony edges and cut back to achieve the minimum concrete coverage where necessary. Unit 3N • We observed some discoloration due to efflorescence at the underside close to the edges at this balcony at 3 locations. This is most likely caused by moisture intrusion through the cracks in the concrete slab under the tiles or along the edge. We have decided to monitor the slab at this time. RECOMMENDATIONS: • Repour the balconies where the PT cables have been replaced. • Continue the edge repairs on the remaining balconies. Page 1 of 2 M L Engineering Inc. Project No. 17-119 Report No. 24 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: SLC Bldg. Dept. 2030 37th Avenue Contractor: Mr. Rob Starke — Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan— Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 w vw.mleneineerineinc.com ram+ . Pic 2: Unit 5N 6 PT cables repaired Pic 3: Unit 8 N 9 PT cables were repaired 9 Page 2 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 w m.mlenaineerineinc.com Project No. 17-119 gERprjt` tit*2,4 Client: Mr. Mic ar er— a tanea-L'i-x;_?; Building Official; SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan—Structure Con File THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 & - PROJECT NAME: Paragon Condominium a. � � ] CLIENT: Keystone Properties LOCATION: Fort fierce, orida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: West balconies 4N, OBSERVATIONS: Units 4N, 5N & 8N: • There were 23 PT affected cables at these three units which were locked off, destressed and spliced with new cable ends. • Unit 4N 8 PT cables • Unit 5N 6 PT cables • Unit 8N 9 PT cables • All reinforcing bars at these units have been cleaned, coated and replaced where needed and concrete can be repoured at these balconies. • The EIFS walls where the PT cables had to be locked off were damaged and will require repairs. Units 6N & 7N: • The PT cable ends which were exposed but are not being replaced are being cut back and the anchor plates coated with corrosion inhibitor. Work is still in progress to clean and repair the corroded reinforcing bars along the balcony edges and cut back to achieve the minimum concrete coverage where necessary. Unit 3N • We observed some discoloration due to efflorescence at the underside close to the edges at this balcony at 3 locations. This is most likely caused by moisture intrusion through the cracks in the concrete slab under the tiles or along the edge. We have decided to monitor the slab at this time. RECOMMENDATIONS: • Repour the balconies where the PT cables have been replaced. • Continue the edge repairs on the remaining balconies. 0�PNCN01Vy#0 Q' vG y2o •• A F L OR )c_. ann Page 1 of 2 M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 371h Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772) 569-4041 www.mleneineeri nein c. com Report No. 24 Mr. Michael Barber —Keystone SLC Bldg. Dept. Mr. Rob Starke —Structure Con Mr. Gabriel Efminsanjuan—Structure Con Pic 1: Unit 4N 8 PT cables repaired Note: Damaged EIFS wall where cables were locked off. Typical at balconies where cables were locked off at exterior walls. Pic 2: Unit 5N 6 PT cables repaired Pic 3: Unit 8 N 9 PT cables were repaired Page 2 of 2 It9 M L Engineering Inc. Project No. 17-119 Report No. 25 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: SLC Bldg. Dept. 2030 37' Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan— Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mienizinceringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBERS: 1709-0485 0 -0050 PROJECT NAME: Paragon Condominium DATE: �ecember 4, 2019 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED - West balconies 4N, N,.618N & 9W- OBSERVATIONS: Units 4N, 5N, 6N, 8N & 9N: • All of the damaged PT cables have been repaired and re -stressed. • Existing anchors have been cleaned and coated with a corrosion inhibitor. • Cable ends have been cut off and greased caps placed over the ends. • PT pockets are ready to be poured using a bonding agent and gel patch. • Existing reinforcing bars that were exposed have been cleaned and coated. RECOMMENDATIONS: • Grout the PT pockets and pour at the repaired edges at the units above. • Continue the edge repairs on the remaining balconies. .•` NTHONy •., Q 520 . is Page 1 of 2 Report No. 25 M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 376 Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772) 569-4041 www.mlengineeringinc.com Pic 1: Unit 9N Mr. Michael Barber —Keystone SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con PT cable anchor plates cleaned and coated with corrosion inhibitor and grease caps placed & are ready for concrete pour. Pic 2: Unit 8N Concrete column and EIFS wall at floor line require repairs due to damage from locking off PT cables. Pic 3: Unit 6N PT cable ends cut back and greased caps placed & are ready to grout pockets. Page 2 of 2 M L Engineering Inc. Project No. 17-119 Report No. 26 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: SLC Bldg. Dept. 2030 37th Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan — Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mleneineerineinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 S L C BUILDING PERMIT NUMBERS: 1709-0485 & 19,03 0050 PROJECT NAME: Paragon Condominium DATE: January 10, 2020 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con INSPECTED BY: Mike Luc PROJECT MGR: Mr. Gabriel Efrainsanjuan WEATHER: Sunny Permit # 1709-0485: Balconies 2N, 3N, 3S, 4N, 5N, 5S, 6N, 7S, 10S, 11S Permit # 1903-0050: Lobby & Balconies 3S, 4S, 5N, 5S, 6N, 6S, 7N, 7S, 8N, 8S, 9N, 9S, ION, 11N, 11S, 12N, 125, PH-N, PH-S Final Inspection All structural repairs have been completed in substantial conformance with the design and permitted plans. Page 1 of 1