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Home My WebLink AboutM L ENGINEERING PAPPERSM L Engineering Inc. 2030 —371, Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 5694041 March 5, 2019 Mr. Andrew Manero, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 SCANNED BY St. Lucie County RE: Paragon Condos - Balconies 2017 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Manero, Please see the enclosed signed and sealed threshold inspection 03/05/19 in reference to the above noted project. Copies of this report have been emai ed to a parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report #15 Cc: MichaelBarber— Keystone Bob Stark —Structure -Con Gabrielle Efrainsanjuan — Structure -Con M L Engineering, Inc. 2030 37t^ Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 0 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37u' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mleneineerineinc.com Project No. 17-119 . :5 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 NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: March 5, 2018 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Overcast, cool WORK INSPECTED: Units 601(6S)-901 (9S) exterior wall repairs OBSERVATIONS: • The voids in the concrete curbs have been filled with repair mortar • The deteriorated metal studs and tracks have been replaced with new metal framing as plans • Replacement of the exterior EIFS systems in progress RECOMMENDATIONS: • Attach the cripple metal studs to the adjacent jamb or full height studs with 2 #10 screws at 4" oc vertically at the top and bottom of the windows jambs at the repaired areas. • Continue the wall repairs and finishes as plan • Water test after completing the repairs Page 1 of 2 6 \J M L Engineering Inc. Consulting Engineers Threshold Inspector 203037u Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlengineeringinc.com Project No.17-119 Report No.15 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. 2030 —37'^ Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 December 4, 2019 St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit7091048 & 1903-0050 To Whom It May Concern, Please see the enclosed signed and sealed threshold inspection reports for the above noted project. Per my conversation with Dave Johnson on 12/02/19, I am providing 2 signed & sealed copies to be placed in EACH permit file. In addition, a PDF copy of this report has been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, Christ a Jackman Office Manager, M. L. Engineering, Inc. Encl: 2 copies —Threshold Inspection Report #25 dated 12/04/19 Cc: Michael Barber — Keystone Property Management Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con Khris McConnell — Structure -Con __Dave Johnson— SLC Bldg. Dept William Durden — SLC Bldg Dept Melissa Brubaker — SLC Bldg Dept Plan Review — SLC Bldg Dept Peter Jones — SLC Planning & Development M L Engineering, Inc. 2030 37th Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 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.mlenginceringfnic.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE EIr 34949 SLC BUILDING PERMIT NUMBS 09-048,''& 1903-0050 PROJECT NAME: Paragon Condominium DATE: December 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, 5N, 6N, 8N, & 9N. OBSERVATIONS: Units N; N, 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. Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3r Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlengineeringinc.com Project No. 17-119 Report No. 25 Client: Mr. Michael Barber — Keystone Building Official: SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan— Structure Con File Unit 9N 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, 2010 97m Avenue Vero $eaeh,Florldp 325f (Q . Me= (772) 565-1252' Fa-x; (M. 569404I Jatttiary 10; 2020 St. Lucie- County Building Department Planning;& Development Services 'M0'Virgini4Avenue Ft. Pierce, FL34982 REParagon Condos -. Balconies 2017 440O North.HwyAlA Ft. Pierce,.FL 34949 Engineer's ProjectNo..; I7-119 A Lucie CountyBldg-Permit Ya. 1.709-0485 & 1.903-0050 To Whom It May concern, This letter shall serveas,certification tfiattothe best of our knowledge, the structural repairs have been, constructed in substantial conformance with the design documents and specifications as drily noted in our field reports. were through January CO, 2020, Copies ofall.field the. Contractor, and, the BuildingDepartment; to Property Management; TFyou should need anything furthers plesse.do not hesitato?io contact our office_ Thank you. •�tlFuegO� .•4 �ITHOW:?4+� Respectfully, �`` �. • • • 75 :.ids/ i a: 'J Y Michael: Lue,,P.1% ; . STP, I` �.•� Cc:: Michael Barber -lC65a Ube tapertyManaga Boh, Stark... Structure -Con Gabrielle Efrainsanjuan _ Strucfure-Cod (Chris McConnell— Structure -Con Dave JobnsQn - SLC Bldg_ Dept William Durden — SLC Bldg;Dept Melissa Bivbakcr—SLC Bldg Dept Plan review—SLC!BldgDept Peter Tones —SLG Planning A Development M L Epglpeering, Inc. 2.030 37th Ave. Vero Reach, FL32960 ph C!12)-569-1267 / fax (17Z) 569-4Q4i Page f 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 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 wativ.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: January 10, 2020 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny Permit # 1709-0485: Balconies 2N, 3N, 3S, 4N, 5N, 5S, 6N, 7S, IOS, I1S Permit # 1903-0050: Lobby & Balconies 3S, 4S, 5N, 5S, 6N, 6S, 7N, 7S, 8N, 8S, 9N, 9S, ION, 11N, 11S, 12N, 12S, 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 IV N1 M L Engineering Inc. 2030 —3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 January 10, 2020 St. Lucie County Building Department Planning & Development _Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No 7 ?--714$5J& 1903-0050 SUBJ: Cover Letter as Requested on 01/03/20 by Mr. Michael Halter, SLC Plans Examiner To Whom It May Concern, Please see the enclosed Signed & Sealed documents which were e-mailed to you on O1/10/20 in reference to the above highlighted permit numbers: • Engineer's Final Certification Letter dated 01/10/2020. • Threshold Inspection Report # 26 dated O1/10/2020. The following documents have previously been sent to you on multiple occasions in both e-mail and hard -copy form, and are in your offices at this time: • Threshold Inspection Reports 91 through #25, dated from 05/02/18 through 12/04/19. Be advised that copies of all reports and this letter have been e-mailed to the following people: Client: Michael Barber — Keystone Property Management Contractor: Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con Khris McConnell — Structure -Con SLC: Dave Johnson— SLC Bldg. Dept William Durden — SLC Bldg Dept Melissa Brubaker— SLC Bldg Dept Plan Review — SLC Bldg Dept Peter Jones — SLC Planning & Development Michael Halter — SLC Plans Examiner If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, Christine Jackman Office Manager, M. L. Engineering, Inc. M L Engineering, Inc. 2030 37f Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 M L Engineering Inc. 2030 —37'h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 January 10, 2020 St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 4400 North Hwy A I A Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1=7.09.=04 j,& 1903-0050 To Whom It May Concern, This letter shall serve as certification that to the best of our knowledge, the structural repairs have been constructed in substantial conformance with the design documents and specifications as duly noted in our field reports. Threshold Inspections for the above referenced project were performed from May 2, 2018 through January 10, 2020. Copies of all field reports were distributed to Property Management, the Contractor, and the Building Department. If you should need anything further, please do not hesitate to contact our office. Thank you 60g69Pi SkB!! Respectfully, °o°��,P;4THQ;V}+�°' 0 o �OEN SP • a�'�'°, m� r mho 4750 Of Michael Michael Lue, P. I o STA a'a ConsultingEngine"�°. ThresholdInspecto;"'0 °•,� Cc: Michael Barber %S Oacl L *,> �StvneoPtBperty Management Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con Khris McConnell — Structure -Con Dave -Johnson — SLC Bldg. Dept William Durden — SLC Bldg Dept Melissa Brubaker — SLC Bldg Dept Plan Review— SLC Bldg Dept Peter Jones — SLC Planning & Development M L Engineering, Inc. 2030 37N Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 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 3711 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.mleneineeringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE FL 34949 SLC BUILDING PERMIT NUMBER 1709-048& 1903-0050 PROJECT NAME: Paragon Condominium DATE: January 10, 2020 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Luc WEATHER: Sunny Permit # 1709-0485: Balconies 2N, 3N, 3S, 4N, 5N, 5S, 6N, 7S, 10S, I IS Permit # 1903-0050: Lobby & Balconies 3S, 4S, 5N, 5S, 6N, 6S, 7N, 7S, 8N, 8S, 9N, 9S, ION, 11N, 11S, 12N, 12S, PH-N, PH-S Final Inspection All structural repairs have been completed in substantial conformance with the design and permitted plans. 11fU11flff••,• �.�PN'!HOlyy� •.. O SF 'Gtk`•: �•'• FL OR�'� �;cFSSIONP i Page 1 of 1 M L Engineering Inc. 2030 —371h Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 August 16, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 North Hwy AIA Ft. Pierce, FL.34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No.[17r. T.-W_'50 Dear Mr. Cicio, Please see the enclosed signed and sealed threshold inspectio reoorti#Ili0ldated 08/16/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Z , Christine Jackman Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report 410 Cc: MichaelBarber— Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con AUG 2 0 RECD M L Engineering, Inc. 2030 37th Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 M L Engineering In, Project No. 17-119 Report No. 10 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Joe Cicio — 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. mleneineerin einc. corn THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 16, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Units 301, 401 & 501 north east balconies OBSERVATIONS: • The EIFS is in progress. • The Densglass is in place, joints and screw heads were taped and coated. The entire surface was then coated with the Backstop NT air and moisture barrier. • The gaps at the end of the concrete curbs under the sliding glass doors were filled with cement grout. • Backer rods and sealant are being placed between the joints at the door"and window frames and walls. Contractor will continue the Backstop and mesh tape around the corner jamb and behind the SGD doorjamb before placing the backer rod and sealant. RECOMMENDATIONS: Joints at EIFS system. Grind off approximately 2 to 3 inches of the finish coat on the existing system, leaving the original Backstop and mesh tape. Lap the new Backstop and mesh tape over onto the existing insulation and across the joint. Re -inspect during the installation of the Aquaflash liquid and tape at the door and window frames. Page 1 of 2 M L Engineering In.:.' Project No. 17-119 Report No. 10 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Joe Cicio — 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.mleneineerinainc.com Pic 1 Window perimeter. Grind finish coat down about 2 — 3 inches from edge down to Backstop and mesh tape. Lap new Backstop and mesh tape across insulation joint. Backer rod and sealant in place. Page 2 of 2 August 14, 2018 3' Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 Noith Hwy AlA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Cicio, M L Engineering Inc. 2030 —3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 2yF k .. n•:j v Please see the enclosed signed and sealed threshold inspection report # 9 dated 08/14/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, 4Chris'ckman Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report #7 Cc: MichaelBarber— Keystone Bob Stark — Structure -Con __Gabrielle, Efrainsanjuan — Structure -Con AUG 2 0 RECD M L Engineering, Inc. 2030 37w Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 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. m lene ineerineinc.com Project No. 17-119 Client: Building Official: Contractor: File EReporuNo Mr. Michael Barber —Keystone Mr. Joe Cicio —SLC Bldg. Dept. Mr. Rob Starke —Structure Con Mr. Gabriel Efrainsanjuan— Structure Con THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY A IA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLOW1709_Y048$4 PROJECT NAME: Paragon Condominium DATE: August 14, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Chris Brennan Dryvit Representative met on site to discuss the exterior wall system. The following was recommended: 1. Door and window perimeters a. Provide continuous backer rod and tooled polyurethane sealant in joints between window and door frames and wall framing, installed from the exterior face. b. Apply Aquaflashing liquid and 4" Aquaflashing tape across perimeter joint between window & door frame to Densglass that is already coated with Backstop NT air and moisture barrier or base coat and mesh taped. C. Apply final Butyl seal at perimeter between window and door frames at all perimeters across joints after base coat. d. Finish coat to be applied up to the Butyl seal 2. Sliding glass doorjamb a. Insulation is on the east wall only. The north and west faces of the doorjambs will be Densglass coated with Backstop NT air and moisture barrier and textured to match. b. The base coat and mesh to be placed on all walls including around the wall Jambs at the north and west faces up to doorjamb. C. Dryflex and mesh to be placed over the base coat at the north and west faces and lapped on the east wall on the insulation. d. Treat door perimeters as noted above for door & window perimeters. e. Apply Butyl seal at perimeter of door frames placed across joint to the base coat (Not to finish coat). E Finish coat applied to all surfaces and up to Butyl seals. 3. Joints at wall to slabs and doors a. Fill the gap at the ends of the concrete curbs tight to the doorjambs with Sika Gel patch. b. Cut end of shutter track to continue butyl seal across entire concrete curb behind the shutter track. C. Treat wall joints as noted above for door and window perimeters. All sealants shall be from the list of approved sealants by dryvit S ••G� '•� a pep tyw Ott; L O .•_: �C._�r. Encl: SKI-SK3 Page 1 of 1 5AY DEN56LA-% BACKSTOP NT OVER DRYVIT — GRID TAPE ® JOINTS i OMIT AIRMATER-RESISTIVE BARRIER GOATIN6 OVER DEW-ISLA55 ADHE51VE 1 EP5 INSULATION — BASE GOAT E W:51-1 TAPE ORYFLEX BASE COAT ON TOP OF BASEGOAT FIN15H GOAT •r TOOLED SEALANT AGIUA FLASH LIGUID d 4' AGUAFLA5H TAPE BUTYL SEALANT EX15T 5w SGD JAMB DETAIL SCALE: 3' = 11-O" NJCHAELA.WE, P.E. FLORIDA REG. 047520 6511E DAM: p_TC_l8 O J I O Eryi! Cro Ang and design as Shawn Is ENGINEERING, CONDOMINIUM JOBNO. p11(�the 111 DrofsaM of /o useaeedn1a,*V1/ R eprole0on of Mr. use o/1Ns tlrowing•Gnsulting Structural EngST IIINCPARAGON WALL REPAIR or any content therein. without emess 203037th Ayents00 NORTH HWY AIA FT. PIERCE, FL DPAwN Br TR CHEC'iQD BY: ML N Pethbltea emay clonsouil'an"Ilnn9am Beach. Flotltla 3296 men], and they to mElecl]o legal aofict 2.569.1257 far.7]2.56SGD JAMB DETAIL MEET NO: p SK-1 OF SHFfl by ML Eng]naoring, Inc. J EXI5T WINDOW TO REMAIN A61UA FLASH LIQUID E 4' AGIIAFLA5H TAPE BUTYL SEALANT TO BASE COAT 5/8' DEN56LA55 BAGK5T0P NT OVER DIMIT 6RID TAPE ® JOINT5 E OMIT AIRMATER-RE515TIVE BARRIER GOATIN6 OVER DEN5rL ADHESIVE S EPS INSULATION BASE GOAT A MESH TAPE FINISH COAT DOOR & WINDOW PERIMETER DETAIL SCALE: 3' = Ir-0' MICWL A. WE, P.F. FLORIDA REG. Ir4752D JOB t NAME: ` ENGINEERING„INC PARAGON CONDOMINIUM -oosulting Structural Engin EAST WALL REPAIR 2030 37th AvenueRAWN 4400 NORTH HWY AlAI A FT. PIERCE, FL IWDE DATE: 8-15-18 ma Crowing and designshown Is me as prope7ry of ML Engineering. Ina. Raepsnycon nmerein.wunou mnwlrlg r any content merein. vmmout express Consent or permisslon of ibis comswav is prahmrced, mnv wnnuure an lnMnga JOB NO. 17-119 n: cxEcxFD n: TR ML Vero Beach, Florida 32960 men6 antl may be eubled ro legal action one!mz.5e9.1257 Fax:772.5J94D4 nnF: DOOR &WINDOW DETAIL BBEEINO. SK-Z of $ sxFn by ML Englnearing, Inc. BALKER ROD W/ TOOLED SEALANT PROVIDE AQUA FLASH LIQUID d TAPE OVER SEALANT FINI5H JOINT W/ BUM SEALANT I I I I EXIST CO% CURB I .. L� ..•�� T/EXIST SLAB 6ROUT VOID ® END OF GONG GM 50LID W/ 51KA 5EL PATCH JOINT 0 WALL TO SLAB/DOOR DETAIL 5GAL Et 5' = 11-01 Wll N AWE, P.E. N.OR1DA BEG. 147520 JOB l�EME; 8-15-78 NAME: Thk Clawing no ae6iGn aB shown IS .ENGINEERINGpIN PARAGON CONDOMINIUM JOB NO. the DtoaeM of ML Englne is clro Inc.17-119 oNoVor MLEn of er g,Inc. ting Stmclural Elan EAST WALL REPAIR or aiw consent merem, wllhoot ewtoo 2030 37m Avenue 4400 NORTH HVJY AIA FT. PIERCE, FL DRAWN BY: OHKBFD Bf: TR LV1L c...I or a Msslon of IN 6 comlaany Iwoh.. may c9nsmme an mmnse. o Beach. Florida 32960 ment. ana moy ee aWJool to INN acnan 2,569.1257 F=772.869.40e Bus JOINT @ WALL TO SLABANALL DETAIL wER NO: SK-3 of 3 SHFEI by ML EnglnaaPing. Ino. August 10, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Cicio, M L Engineering Inc. . 2111-37" Avenue Vero Beach, Florida 32960 Phone: (772)569-1257-I257 Fax: (772)569-4041 M Please see the enclosed signed and sealed threshold inspection report # 8 dated 08/10/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, 'UChristine Jac an Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection. Report #g Cc: Michael Barber — Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con M- v kSF2' �. 1kM5 }43t ' M L Engineering, Inc. 2030 37t^ Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Pap-1 1 !� r Project No. 17-119 Report No. 8 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www. mleneineerineine.com Client: Mr. Michael Barber— Keystone Building Official: Mr. Joe Cicio — 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 NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 10, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Luc WEATHER: Clear, sunny WORK INSPECTED: Balconies at Units 201, 301 & 401 north east balconies. OBSERVATIONS: The walls have been sheathed with new 5/8" densglass with screws at 4" oc at edges and 12" oc in the field. Plans require 4" at edges and field. There is Dryvit backstop NT and grid tape at all densglass joints, at corners over screws. The densglass runs past all the floor slab joints, except at the 2"' floor the sheathing stops at the top of the slab because the slab at the parking garage extends further beyond past the face of the wall. RECOMMENDATIONS: Provide additional screws at the densglass sheathing to the metal framing to maintain 4" on maximum at all areas. Seal the screw heads with Dryvit Backstop NT. We need to seal the horizontal wall sheathing joint in the densglass at the 20d floor slab. The slab needs to be built out flush with the densglass and the joint sealed with Grid tape and Backstop NT. The window and door perimeters are also to be sealed. Thejoint or gap at the ends of concrete curbs and the metal studs at the sliding glass door thresholds are to be filled with non -shrink grout and the exteriorjoint sealed. I have arranged for Chris Brennan, a field rep for Dryvit with Allied Building Products, to visit the job on Monday 8/13/18 at 10 am to address some of these issues. 011211118180 .•` NSHONy •., VITA v_21 — L �•• PLO s�� • 2' '•.. FS310NP �,. Page 1 of 2 N M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengineeringinc.com Project No.17-119 Client: Building Official: Contractor: 17-1 Report No. 8 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Densglass sheathing Need additional fasteners at 4" oc mac. Pic 2 Horiz sheathing joint at 2"' floor slab This joint is to be built out flush with sheathing and sealed with grid tape and Backstop NT or Aquaflash system. Pic 3 Window jambs The existing windows are not flanged and were butted to the studs. Dryvit Rep will make recommendations as to how to adequately flash and seal around windows. Page 2 of 2 M L Engineering Inc. 2030 —371" Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 September 20, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 - 901 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No "709- 83 Dear Mr. Cicio, Please see the enclosed signed and sealed threshold inspection report # 12 dated 09/20/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, O� f Waz ris ' e Jackman Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report # 12 Cc: MichaelBarber— Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con SEP24PWD M L Engineering, Inc. 2030 37w Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 M L Engineering Inc. Project No. 17-119 Report No. 12 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Joe Cicio — SLC Bldg. Dept. 2030 37a' 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.mlengineerineinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: September 20, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Luc WEATHER: Clear, sunny WORK INSPECTED: Units 301, 401 & 501 — north east balconies — repairs are complete and ready for painting. Units 601-901 — north east balconies. OBSERVATIONS: • Investigative work in progress to determine the level of deterioration or corrosion in the exterior metal stud walls. • In all cases the metal stud components at the ends of the walls at the sliding glass doors are corroded. • Unit 601 — The corrosion is in the worst condition. The corrosion in the metal framing extends under the window and the track and studs need replacement. The exterior wall under the window needs removal and replacement. The window may remain in place, but it will require a new track and studs under the window. The new studs can be placed next to the existing studs and clipped with an L3x3x16 ga x 4" clip with (3) #10 screws and (2)'/4" dia x 1" tapcons through the track into the concrete. • Units 701-901— The ends of the walls at the sliding doors are corroded and some extends to the window. • The tracks do not need replacement but will require wire brush cleaning and coating with corrosion inhibitor. The new studs (where necessary) can be attached to the existing and clipped with an angle to the concrete slab as mentioned above. • Documents for units 601-901 have been submitted for building permit revision. Contractor waiting on permit from SLC Building Department to proceed with work. Page 1 of 2 M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 3r Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772) 569-4041 www.mlengineeringinc.com Report No. 12 Mr. Michael Barber — Keystone Mr. Joe Cicio—SLC Bldg. Dept. Mr. Rob Starke —Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Pic I Units 301, 401 & 501 Typical sealant placed at window perimeters at point where walls were reconstructed. Pic 2 Unit 601 Corroded metal framing at bottom of wall extends under adjacent window. Pic 3 Units 701-901 Typical corrosion of metal framing at wall at corner. Page 2 of 2 M L Engineering Inc. 2030 —3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 August 23, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Cicio, Please see the enclosed signed and sealed threshold inspection report # I dated 08/23/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Chi istine Jackman Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report #11 Cc: Michael Barber —Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con ECIEWE AUG 2 7 REUD M L Engineering, Inc. 2030 37N Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page i y M L Engineering Inc. Project No. 17-119 Report No. 11 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Joe Cicio — SLC Bldg. Dept. 2030 3711 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.mlciu;fteeringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 23, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Units 301, 401 & 501 north east balconies. OBSERVATIONS: • The EIFS is in progress. • The Densglass is in place,joints and screw heads were taped and coated. The entire surface was then coated with the Backstop NT air and moisture barrier. • The gaps at the end of the concrete curbs under the sliding glass doors were filled with cement grout. • Backer rods and sealant was placed between the joints at the door and window frames and walls. • The finish coat was ground off at the joint in the insulation and the new mesh tape and backstop overlapped. • The AquaFlash tape and liquid was placed at the door and window perimeters. More flashing needs to be added. See recommendations below. RECOMMENDATIONS: Provide AquaFlash tape over and onto the window and door frames to cover across the joints between the frame and wall. Extend the AquaFlash tape at the bottom of the wall next to the door outward to pass the adjacent joint. Properly lap all flashing and tape at door and window perimeters. The upper layers should be lapped over and above the lower layers. Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772) 569-4041w ww. mleneineerinainc. com V Project No. 17-119 Client: Building Official: Contractor: Report No. 11 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Pic 1 Window perimeter. The AquaFlashing stops at the window frame. Provide additional flashing over and onto the window and door frames and lap about %s" onto the frames. The final butyl sealant to lap across the window frame and joint at AquaFlash tape. Pic 2 Bottom of wall/door jamb at SGD frame. The AquaFlash tape flashing at the bottom of the wall should extend out towards the face of the wall past the joint and DensGlass in the other direction. Extend AquaFlash tape and liquid outwards past joint. Joint lines. Page 2 of 2 M L Engineering Inc. 2030 —37i1 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 November 30, 2018 Mr. Andrew Manero, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 - 901 4400 North Hwy AIA - - - -- Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit N _ r 09-04= Dear Mr. Manero, Please see the enclosed signed and sealed threshold inspection report # 13 dated 10/19/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, ristine Jackman Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report #13 Cc: Michael Barber — Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con Y%- M L Engineering, Inc. 2030 37u+Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 M L Engineering Inc. Project No. 17-119 Report No. 13 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio — SLC Bldg. Dept. 2030 3r Avenue Contractor: Mr. Rob Starke — Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjum—Structure Con Phone: (772) 569-1257 File Fax: (772) 569-4041 www.mlengineeringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: October 19, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Units 301, 401 & 501— north east balconies — repairs are complete and ready for painting. RECOMMENDAIONS: • Continue with the Aquaflash tape and liquid at door and window perimeters, followed with final butyl sealant • The stucco reveals at the floor level are to continue and return around the comer of the walls to the concrete balconies, these need to be corrected. • Use'/<" ss Protec tapcons to anchor the guard rail posts to the concrete slab. • Water test scheduled for later this week, please confirm and coordinate with property manager Contractor waiting on permit from SLC Building Department for additional units to proceed with work. ••a—,e v C A'•_ Rt niZ�•:c�1 trolls Page 1 of 1 40 0 December 13, 2018 Mr. Andrew Manero, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 - 901 4400 North Hwy A I A Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Manero, M L Engineering Inc. 2030 —3716 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 Please see the enclosed signed and sealed threshold inspection report # 14 dated 12/13/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report # 14 Cc: Michael Barber —Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con M L Engineering, Inc. 2030 37w Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 do M L Engineering lne Project No. 17-119 Report No. 14 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Andrew Manero — SLC Bldg. Dept. 2030 3T1 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.mlengineerini4inc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: December 13, 2018 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Overcast, cool WORK INSPECTED: Units 301(3N), 401(4N), 501(5N), 601(6N) OBSERVATIONS: • Sliding glass doors were water tested and no moisture intrusion was observed. • All exterior EIFS systems have been replaced and painted at the work areas. • Doors and windows have been caulked and sealed. • The wall repairs are completed at the above units. RECOMMENDATIONS: • Clean and sweep all remaining debris off balconies, especially behind the shutter track. • Start the repairs to the balcony slab edges at Units 301 and 401. Page 1 of 1 June 29, 2018 4 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 7709=0485 Dear Mr. Cicio, M L Engineering Inc. 2030 —3V Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 Please see the enclosed signed and sealed threshold inspection report # 5 dated 06/29/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, 4Chtine*Jackm Office Manager M. L. Engineering, Inc. Encl: Cc: MichaelBarber— Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con JUL : 5 BECD M L Engineering, Inc. 2030 37th Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 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.mleneineerineinc.com Project No. 17-119 Report No. 5 Client: Mr. Michael Barber— Keystone Building Official: Mr. Joe Cicio — 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 NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: June 29, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Balconies at Unit 301 & 401 north east balconies OBSERVATIONS: Units 301 & 401 The concrete balcony repairs are completed and repairs are in progress at the exterior walls at the sliding glass doors. The SGD and corroded metal studs at the exterior wall between the doorjambs and windows have been removed. A section of the 6" metal tracks at the top and bottom near the doorjambs will need to be replaced and spliced. This confirms that the walls have been leaking at the doorjambs due to inadequate waterproofing resulting in the deterioration of the metal stud framing. RECOMMENDATIONS: Replace the exterior EIFS wall system, metal studs and tracks as plan. The new waterproofing shall be lapped with the existing at all joints. Clean and coat the minor corrosion at all the exposed metal studs and tracks that are to remain. Verify if the new doorjamb can be constructed providing adequate room for connection of the existing guardrail so that the SGD can be re -installed in the same location without having to modify the opposite doorjamb. G '+ G S F •. F Page 1 of 2 M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 3" Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengineeringinc.com Pic I Units 301 & 401 Report No. 5 Mr. Michael Barber— Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan —Structure Con View of the corroded bottom metal track at the east doorjamb exterior wall. The 6" corroded metal wall studs have been removed. Unit 401 View of the corroded top metal track at the east door jamb. Page 2 of 2 May 22, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 North Hwy AlA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Cicio, M L Engineering Inc. 2030 —37ib Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 F L E (�Cgl 0 F wy MAY 2 5 RCD Please see the enclosed signed and sealed threshold inspection report for the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, C istine Jackman Office Manager M. L. Engineering, Inc. Encl: _. Cc: Michael Barber —Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con M L Engineering, Inc. 2030 37w Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 Project No. 17-119 Report No. 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37th Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.m1en2inccringinc.com Client: Mr. Michael Barber — Keystone Building Official: Mr. Joe Cicio — SLC Bldg. Dept. Contractor: Mr. Rob Starke —Structure Con Mr. Gabriel Efrainsanjaun — Structure Con File THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: May 22, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjaun INSPECTED BY: Mike Lue WEATHER: Overcast, rain WORK INSPECTED: Balconies at Units 301, 401 & 501 east balconies OBSERVATIONS: Unit 301 Demolition is complete and there are (10) PT cables that are affected at the north east corner. One of those cables still requires a splice with a longer cable and PVC splice protector. All the reinforcing bars are cleaned and coated, additional #5 bar is to be added where the existing bar was cut to facilitate the lock off in the middle of the slab. This will require the concrete pour back to be sequenced so that several cables can also be restressed in sequence. Concrete pour is approved provided the one cable that still needs splicing can be placed after the first pour. Temporary weather wall is in place and the sliding glass door has been removed and demolition to repair the exterior walls is in progress. Unit 401 Work in progress, but unit 501 is being shored to this floor. Unit 501 Demolition is complete at the north east corner. One of the existing post tension cables was found broken due corrosion of all the strands. A total of (6) PT cables had repaired. (5) had be locked off destressed and spliced and the (1) broken cable spliced. No existing reinforcing bars required replacement and the bars were cleaned and coated with corrosion inhibitor. Concrete approved for placement. RECOMMENDATIONS Although a temporary wall was placed inside the units where the sliding glass doors are removed, the Contractor is to have materials on site ready to enclose the door opening in case poor weather could possibly blow into the units from the north east. Page 1 of 2 Project No. 17-119 Report No. 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.mleneineerineinc.com Client: Mr. Michael Barber —Keystone Building Official: Mr. Joe Cicio — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjaun— Structure Con File Unit 501 (6) PT cables were locked off and spliced. Pic 3 Unit 501 Existing PT anchor with corroded cable that was found in the slab during demolition. Note all strands were completely corroded. Page 2 of 2 August 3, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 North Hwy AlA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Cicio, M L Engineering Inc. 2030 —3V Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 AUG 6 FED Please see the enclosed signed and sealed threshold inspection report # 7 dated 08/03/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report #7 Cc: Michael Barber — Keystone Bob Stark — Structure -Con - Gabrielle Efrainsanjuan — Structure -Con ""'O"Y FILE '%,ffl F M L Engineering, Inc. 2030 37w Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 e Project No. 17-119 Report No. 7 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.m1engmeeringinc.com Client: Mr. Michael Barber — Keystone Building Official: Mr. Joe Cicio — 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 NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 3, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Luc WEATHER: Clear, sunny WORK INSPECTED: Balconies at Units 201, 301 & 401 north east balconies. OBSERVATIONS: The recently placed sheathing and metal studs have been removed and the correctly sized 18 gauge metal studs are in place. The new metal studs are 6-inch 18-gauge structural studs as per plans. RECOMMENDATIONS: Screw all metal studs to the track flanges. The jamb stud at the SGD may be also be attached to the stud behind it with screws at 12-inches on -center vertically. Tapcons attaching the tracks to the slabs should be a staggered in the track and the outer screws should be a minimum of 1-1/2" from the slab edges. Re -inspect after installation of densglass and the joints taped before the air and moisture barrier is in place. Page 1 of 2 M L Engineering Inc. ' Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 37' Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengineerinizine.com Report No. 7 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Pic 1 Unit 301 Partial view of the metal stud framing. Pic 2 Typical unit View of end wall looking south next to SGD. The inside metal stud is to be pulled over more to track flange and screwed to perpendicular stud behind leaving just enough room for the 5/8" densglass and water proofing to go behind the doorjamb. Pic 3 Typical unit All new components including water proofing and sheathing materials are to overlap with existing. Page 2 of 2 July 27, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Cicio, M L Engineering Inc. 2030 —371h Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 MAIM.-n-i see the enclosed signed and sealed threshold inspection report # 6 dated 07/27/18 in reference to the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate. to contact our office. Thank you. Respectfully, Christine Jackman Office Manager M. L. Engineering, Inc. Encl: Threshold Inspection Report #6 Cc: Michael Barber — Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con HAUG 2 RECD . E 0 EuVED M L Engineering, Inc. 2030 37t^ Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 0"W , M L Engineering Inc. Project No. 17-119 Report No. 6 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official: Mr. Joe Cicio — 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 wunv.mlengineeringincxom THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: July 27, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Balconies at Unit 301 & 401 north east balconies OBSERVATIONS: Units 301 & 401 The exterior walls have been reconstructed with new metal studs, sheathing and EIFS and the sliding glass doors reinstalled in the original location. There is no interior drywall as yet which allows for inspection. The new metal studs are 6" but are not 18 gage structural studs. There is no Sto Gold Coat air and moisture barrier on the desglass behind the insulation system. RECOMMENDATIONS: Remove and replace the exterior EIFS wall system wich includes densglass joint tape and the Sto Gold air and moisture barrier prior to installing the insulation system. Install the correct 6"-18 ga structural studs which should have a minimum 1-5/8" flange width The horizontal joints the exterior wall located at the top and bottom of the slab lines should return to the slab edges around the building corners. The joints at the exterior walls at the slabs top & bottom at the balconies are to be sealed with a chamfer strip of urethane sealent to match. Page 1 of 2 lopm M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3r Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772) 569-4041 mm. mleneineerineinc.com Project No. 17-119 Client: Building Official: Contractor: Report No. 6 Mr. Michael Barber — Keystone Mr. Joe Cicio— SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan— Structure Con Pic 1 Units 301 & 401 Partial view of the exterior wall Insulation on Densglass attached to metal studs Ther Sto Gold Coat air and moisture barrier on ther densglass was not placed Unit 301 & 401 Partial view of the interior Metal studs are 6" but are not the correct size and gage. Page 2 of 2 1-. M L Engineering Inc. Y 203072)5 Avenue Vero Beach, Florida 32960 F ' Lh L90 P. Phone: (772) 569-1257 Fax: (772) 569-4041 May 25, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 _ Units 301, 401, 501, 601� 4400 North Hwy AIA FR77MAY Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 9 St. Lucie County Bldg. Permit No. 1709-0485 Dear Mr. Cicio, Please see the enclosed signed and sealed threshold inspection report for the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Office Manager M. L. Engineering, Inc. Encl: Cc: Michael Barber — Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con M L Engineering, Inc. 2030 37w Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 M L Engineering Inc.` Project No. 17-119 Report No. 3 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio — SLC Bldg. Dept. 2030 371h Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjaun —Structure Con Phone: (772) 569-1257 File Fax: (772) 569-4041 www. mlengineerin einc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: May 25, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjaun INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Balconies at Units 301, 401 & 501 east balconies OBSERVATIONS: Unit 301 The balcony edge has been poured at the PT acnhors and all but one cable has been re -tensioned and lock offs removed. One cable still requires a splice with a longer cable, PVC splice protector placed and to be restressed. Provide a new #5 bar to replace the bar that was cut out. All the other block outs may be poured with the exception of this area. Unit 401 Work in progress Unit 501 The balcony edge has been poured and all the cables re -tensioned and lock offs removed. There is an existing reinforcing bar in the slab running east to west that has minimal concrete cover but this existing bar cannot be repositioned. Clean the bar and coat with corrosion inhibitor and build up the slab thickness as high as much as possible to maintain positive drainage. PT specialist to provide a calibration certificate for the ram being used to tension the cables. PT cables to be cut shorter and greased end caps placed prior to grouting cable pockets when complete. Sikaflex cementitious water proof coating to eb placed on all slab surfaces. Some balconies have tile and others have a knock down concrete finish. Page 1 of 2 Project No.17-119 Report No. 3 M L Engineering luc. Consulting Engineers Threshold Inspector 2030 3Th Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www. mlengineeringinc.com Client: Mr. Michael Barber — Keystone Building Official: Mr. Joe Cicio — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjaun— Structure Con File Pic 3 Typical post tension pocket after cable has been stressed. Cables will be cut shorter and a greased end cap placed prior to grouting pockets Page 2 of 2 r-, M L Engineering Inc. 2030 —37" Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 May 2, 2018 Mr. Joe Cicio, Plans Examiner St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 Units 301, 401, 501, 601 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 17i79-0485 Dear Mr. Cicio, Please see the enclosed signed and sealed threshold inspection report for the above noted - project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, e4 wo Chris ' e Jackman Office Manager M. L. Engineering, Inc. Encl: Cc: Michael Barber — Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con MAY - 7 RECD M L Engineering, Inc. 2030 37w Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37t, Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www, mleneineerinainc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 1 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Strcuture Con Mr. Gaabrile Efrainsanjaun — Strcuture Con THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: May 2, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjaun INSPECTED BY: Mike Lue WEATHER: Sunny, windy WORK INSPECTED: Balconies at Units 301, 401& 501 east balconies OBSERVATIONS: Demolition of the areas to be repaired'is in progress. Post tension (PT) anchors and reinforcing bars at these areas are exposed to determinethe•extent of repays and PT cables that will be affected. Swing stage fall protection anchors at the roof were load tested and certified by DH Glabe & Associates. (copy is attached) Unit 301 ' • The PT ancpor was not encapsulated with an end cap and the cable was exposed • Two PT cables are tb'be locked of and spliced • Additional crack at the underside of the slab at the north east corner which will require repair Unit 401 • Reinforcing bars at slab edge are corded due to being too close to surface • PT cables ends did not have end caps and cables were not cut short enough • Three PT cables to be locked off and spliced Unit 501 • PT cables have end caps • Reinforcing bars too close to surface and corroded RECOMMENDATIONS Continue the demotion at the areas to be repaired and coordinate with General Building Services (PT Technician) to lock off affect PT cables. Some shutter tracks will require removal to facilitate the concrete balcony edge repairs Ceramic floor tile should be removed only where necessary along the grout joints. Provide temporary cover over all openings in floor slab and barricade all areas where the guard rail post is not secure. ,�pene�ae°ee ` N'CNONy o,. to 20 •; k "ad "55 :9 :O�• � O- ,��S ...NFL Encl: DH Glabe Certification Page 1 of 3 Report No. 1 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.mlenginceringinc.com Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Strcuture Con Mr. Gaabrile Efrainsanjaun — Strcuture Con Pic 1 Unit 301 East Balcony Spalled comer at slab edge under repair Page 2 of 3 Report No. 1 M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 37" Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mleneineeringinc.com Mr. Michael Barber — Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Strcuture Con Mr. Gaabrile Efrainsanjaun — Strcuture Con Pic 4 Unit 401 East balcony No concrete cover around reinforcing bar No end caps on PT cable ends. Cables were cut off too long at anchor with active corrosion Page 3 of 3 l F °0po ,Il R BUILDING PERMIT _`� { 1 Y �Ms'1.•�+'� Online address: http:INn»vs0ucieco.org/planning/permitting.hfm Quick Unks: Planning 3 Development Services Permit Status Lockup Building 8 Code Regulation Division Online Building inspection System 2300 Virginia Avenue Fort PlaneFL 34982 Phone: (772)4 2'1553 Fac (772)462.1578 Permit #: SLC 1709-0485 Confirmation M 692 Issued: 2/2212018 Job Location: 4400 N Al PROJECT City: FORT PIERCE Permit Type: COMMERCIAL RENOVATION Status: ISS Date Expired: 0812212018 Job Description: UNITS:#301(3N),#302(3S),#401(4N),#501(SN) - CONCRETE RESTORATION ON BALCONIES AT PARAGON CONDOMINIUMS •' REPAIR EXTERIOR METAL STUD WALLS, REMOVE AND REPLACE SGD IN UNITS 301 [3N] 401 [4N] 502 [SS]'601 [6N] 70217SI 1002 [10S] AND 1102 [1 IS] - DESIGN PROFESSIONAL OF RECORD IS MICHAEL LUE P.E. # 47520 AND THRESHOLD INSPECTOR IS MICHAEL LUE S.I. # 1061 Subdiv: PARAGON - CONDOMINIUM Lot: Setbacks Left: Number of Units: 1 Flood Map: Property Owner Contractor Block Right: Floors: 1 Flood Zone: AO PARAGON CONDOMINIUM 4400 N A 1 A #PROJECT ROBERT F STARK PO BOX 2626 Parcel: 1423-610-0000.00010 Front: Rear. Zoning: PUD Buildings: 1 Square Footage: Elev: (772) 538-1986 FORT PIERCE, FL 34947 STRUCTURE CON LLC (772).215-8631 OKEECHOBEE, FL 34973 Permit holder acknowledges through acceptance of INS_permit that separate, permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing. and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Bulding Code and the St Lucie County Land Deveelopment Code. Issuance of this permit may be appealed to the St. Lucie county Board of Adfustmenl by an aggrieved party by filing a notice of appeal with St. Lucie County Growth Management Director within thirty (30) days of the Issuance of this permit in accordance with St. Lucie County Land Cevelopment Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and voidif work authorized by such Building Permit is not commenced, having called for and received a satisfactory Inspection within six (6) months from the date of issuance of the permit or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit In accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2). NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this --county,-and there may be additional permits required from other governmental en8fes such as water management disitdcts—state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. a NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORIDNG YOU NOTICE OF COMMENCEMENT. s:713.135 (10(a), F.S. mats OH G LA B E & 6763 Yotes Drive, suite 200. Weslminetw, Colorado 80031 H G I ASSOCIATES 303-301-2646 I fox 303426-9397 I info@Aglabacom April 17, 2018 Mr. Michael Barber Property Manager Keystone Property Management Group Paragon Condo 4400 North Highway AIA Fort Pierce, FL 34949 Item(s) Tested: Fall Protection Anchors Building: 4400 North Highway AlA, Fort Pierce, FL 34949 DHG Job No.: 2018-212, Task 01 Dear Mr. Barber: As requested, on April 13, 2018, load testing of the seventeen (17) anchors located on the roof of the referenced building was conducted. During testing, the system was observed for unusual/excessive deflection or movement. The fall protection anchors were loaded to a specified proof test load below. Please reference the drawing Sheet 1.0 of the anchor layout for additional information on anchor location. In order for the proof load testing to demonstrate compliance with OSHA specifications, the fall protection anchor shall comply with the following; "1926.502(d)(15)(i) as part of a complete personal fall arrest system which maintains a safety factor of at least two; and " "1926.502(d)(16)(if) limit maximum arresting force on an.'emp' hyee to 1,800 pounds (8 Kly) when used with a body harness; " The test loads were applied, sustained, and monitored for a minimum 2,500 lbs to 2,700 lbs horizontal force for a minimum three (3) minute load duration. The test load represents an approximate 150% proof load based upon the maximum arresting force of 1,800 lbs. The specified test load is based on the anchor being properly designed to adequately support the maximum fall arresting force of an employee with a safety factor of 2:1 against ultimate capacity. Deflection was observed, along with visual observation of any permanent deformation and/or damage done to the anchor. All anchors achieved the 2,500 lbs to 2,700 lbs proof test when the loop was tested in a direct tension application. No permanent deformation was visually observed and the specified load value was held for a minimum three (3) minute load duration. A picture of the fall protection anchor test setup can be seen in Figure 1. Pigure 1 — Fall Protection Anchor Test Setup — T.v.. "°.�' —�• CONCLUSION Based upon the load testing, visual observations, and our engineering experience with similar type systems, DH Glabe & Associates have determined the fall protection anchors at the roof locations outlined in this report are acceptable for use. If no significant changes or modifications are performed, DH Glabe & Associates should be contacted to re -observe the system prior to April 2019. Limitations: DH Glabe & Associates cannot assume liability from any damage associated with unknown conditions which were not revealed during testing ofthe fall protection anchor system Please call with any questions or concerns. This report does not relieve the user from complying with all relevant OSHA standards and regulations. Thank you for this opportunity to provide our services. Reviewed by: Respectfully Submitted, DH GLABE & ASSOCIATES ��ttu�unttt� o P�,0�CFI..... a 3F No 740944, Shaddi Assad, PE Engineer III 02018, DH GLABE & ASSOCIATES Donald McCuskey, PE Director of Engineering Attachments: 1. Sheet 1.0 — Roof Anchor Layout 4400 N Hwy A1A, Fort Pierce, FL 34949 Roof Anchor Tr Date: April 17, 2018 MIG August 17, 2017 Mr. Joe Cicio, Plans Examiner Planning and Development Services St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL 34982 RE: Paragon Condominiums — Balcony Repairs 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. Dear Mr. Cicio, M L Engineering Inc. 2030 —371h Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 RECEIVED SEP 2 9 2017 PER14177ING St. Lucia County, FL Please be advised that M. L. Engineering, Inc. has been retained to provide Special Inspection services for the concrete balcony repairs indicated on the design & repair plans dated August 16, 2017. Copies of all inspection reports and final certification will be forwarded to all respective parties including the St. Lucie County Building Department. If there are any questions, please contact our office. Thank you. Respec Michael Lue,,P.E._ Structural Engineer FL PE 47520 Threshold Inspector SI 1061 Cc: Bob Stark — Structure -Con Michael Barber — Keystone Property Management Group M L Engineering, Inc. 2030 37th Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 r M L Engineering Inc. 2030 —37'" Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 August 17, 2017 Mr. Joe Cicio, Plans Examiner Planning and Development Services St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL 34982 RE: Paragon Condominiums — Balcony Repairs 4400 North Hwy AlA , Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. Dear Mr. Cicio, Please be advised that M. L. Engineering, Inc. has been retained to provide Special Inspection services for the concrete balcony repairs indicated on the design & repair plans dated August 16, 2017. Copies of all inspection reports and final certification will be forwarded to all respective parties including. the St. Lucie County Building Department. If there are any questions, please contact our office. Thank you. Respect 77/ Michael Lue, P.E.'_; ti Structural Engineer FL PE 47520 Threshold Inspector, SI 1061 Cc: BobStark— Structure -Con Michael Barber — Keystone Property Management Group M L Engineering, Inc. 2030 37� Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 / .i M L Engineering In#-. Consulting Engineers Threshold Inspector 2030 37' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.miengineeringinc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 24 Mr. Michael Barber —Keystone SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan— Structure Con THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY A IA, FORT PIERCE YL 34949 SLC BUILDING PERMIT NUMBER :1S 7 0 8. & 1903-0050 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: Sunnv WORK INSPECTED: West balconies 4N 5N, 6N, 7N, & 8N. 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 repented 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 Project No. 17-119 Report No. 24 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 w .mleneineerineinc.com Client: Mr. Michael Barber —Keystone Building Official: SLC Bldg. Dept. Contractor: Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File Pic 2: Unit 5N 6 PT cables repaired Pic 3: Unit 8 N 9 PT cables were repaired Page 2 of 2 M L Engineering Inc. 2030 —371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 November 26, 2019 St. Lucie County Building Department Planning & Development Services 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Paragon Condos - Balconies 2017 4400 North Hwy AIA Ft. Pierce, FL 34949 Engineer's Project No.: 17-119 St. Lucie County Bldg. Permit No. 1709-00 &01903-0050 To Whom It May Concern, Please see the enclosed signed and sealed threshold inspection report for the above noted project. Copies of this report have been emailed to the parties listed below. If you should need anything further, please do not hesitate to contact our office. Thank you. Respectfully, Wstine kman Office Manager, M. L. Engineering, Inc. Encl: Threshold Inspection Report #24 dated 11/25/19 Cc: MichaelBarber—Keystone Bob Stark — Structure -Con Gabrielle Efrainsanjuan — Structure -Con M L Engineering, Inc. 2030 37w Ave. Vero Beach, FL 32960 ph (772) 569-1257 / fax (772) 569-4041 Page 1 I M L Engineering Inc. Project No. 17-119 7 a or No. 24 s Client: Mr. Michael Barber —Keystone Consulting Engineers Building Official: SLC Bldg. Dept. Threshold Inspector Contractor: Mr. Rob Starke — Structure Con 2030 371h Avenue Mr. Gabriel Efrainsanjuan— Structure Con Vero Beach, Florida 32960 File Phone: (772) 569-1257 Fax: (772) 569AO41 , www.mlenginceringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM —BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERC 34949 SLC BUILDING PERMIT NUMBERS: 1903-0050 PROJECT NAME: Paragon Condominium DATE: 'E I`!� 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, 5N, 6N, 7N, & 8N. 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. 1 • Unit 5N 6 PT cables • Unit SN 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. �y•' •SF'•F. d � )'•' FL0 nN 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.m leneineerineine.com Project No. 17-119 Report No. 24 Client: Mr. Michael Barber —Keystone Building Official: SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File Y J Pic 2: Unit 5N 6 PT cables repaired Pic 3: Unit 8 N 9 PT cables were repaired Page 2 of 2 Project No.17-119 Report No.16 M L ]Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlenaineerineinc.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 THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM —BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: March 15, 2018 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Luc WEATHER: Overcast, cool WORK INSPECTED: Units 601(6S) through 901 (9S) exterior wall repairs OBSERVATIONS: • The exterior metal stud framing and EIFS system have been repaired as per plan. o Water tested the repaired work at the SGD and walls. No water intrusion was found. • Spalling was found along slab edge at 7S which will require repairs. Some of these areas appear to have been previously repaired. RECOMMENDATIONS: Attach the metal studs to the adjacent jamb studs or full height studs with 2 #10 screws at 4" oc vertically at the top and bottom of the window jambs at the repaired areas. There is evidence of water intrusion at the exterior wall and around the window at the second floor. We recommend the base board and some drywall be removed to assess the damages to determine if the wall needs to be repaired. If repairs are needed StructureCon must coordinate with Keystone to remove the glass and electronics from the exterior wall of the gym so the walls can be repaired. ��.�PN'CHONy� •.. v O Page 1 of 2 Project No. 17-119 Report No.16 M L Engineering %nay.' Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlengineeringinc.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 Pic 2 Unit 7S balcony Crack across corner of slab at post. There is evidence of previous repairs. Page 2 of 2 M L Engineering Inc. Project No. 17-119 ear o. Consulting Engineers Client: Mr. Michae — - one Threshold Inspector Building Official: Mr. Andrew Manero — SLC Bldg. Dept. 2030 3711 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.mlengineeringine.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: March 15, 2018 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Overcast, cool WO K INSPECTED: Units Za0 ou .: (i ter' r TV OBSERVATIONS: • The exterior metal stud framing and EIFS system have been repaired as per plan. • Water tested the repaired work at the SGD and walls. No water intrusion was found. • Spalling was found along slab edge at 7S which will require repairs. Some of these areas appear to have been previously repaired. RECOMMENDATIONS: Attach the metal studs to the adjacent jamb studs or full height studs with 2 910 screws at 4" oc vertically at the top and bottom of the window jambs at the repaired areas. There is evidence of water intrusion at the exterior wall and around the window at the second floor. We recomtnehd the base board and some drywall be removed to assess the damages to determine if the wall needs to be repaired. If repairs are needed StructureCon must coordinate with Keystone to remove the glass and electronics from the exterior wall of the gym so the walls can be repaired. Page 1 of 2 Project No. 17-119 Report No. 16 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37`h Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.ndensineeringinc.cont 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 2 Unit 7S balcony Crack across comer of slab at post. There is evidence of previous repairs. MPage 2 of 2 0 '. . Project No.17-119 yr.I.RT .23,. M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37" Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www.mlengincerineinc.com Client: Mr. Michael Barber — Keystone 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 Al A, FORT PIERCE 34949 SLC BUILDING PERMIT NUMBERS& 1903-0050 PROJECT NAME: Paragon Condominium DATE: (+�c*ti6e10.19; CLIENT: Keystone Properties LOCATION: o Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Sunny WORK INSPECTED: West balconiesST, N, 6N, 7N, & 8N. 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. 1;jl i LIcony 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. 5N 4 PT cables require repairs. This will affect more cables.. 6N: This balcony had ceramic file 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. 7N: 4 PT anchors are exposed and require repair, but replacement is not required as above. There were 2 corroded 1" 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. 8N: 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. Page 1 of 2 v Project No. 17-119 Report No. 23 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371, Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 mm.mleneineerin einc.com Client: Mr. Michael Barber —Keystone Building Official: SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File 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. 15 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Andrew Manero—SLC Bldg. Dept. 2030 376 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 NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: March 5, 2018 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Overcast, cool WORK INSPECTED: Units 601(6S) — 901 (9S) exterior wall repairs OBSERVATIONS: • The voids in the concrete curbs have been filled with repair mortar • The deteriorated metal studs and tracks have been replaced with new metal framing as plans • Replacement of the exterior EIFS systems in progress RECOMMENDATIONS: • Attach the cripple metal studs to the adjacent jamb or frill height studs with 2 #10 screws at 4" oc vertically at the top and bottom of the'wifidows jambs at the repaired areas. • Continue the wall repairs and finishes as plan • Water test after completing the repairs Page 1 of 2 i M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37^ Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mleneineeringinc.com Project No.17-119 Report No.15 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 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mIcneinecrineinc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 4 Mr. Michael Barber — Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjaun—Structure Con THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: June 6, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjaun INSPECTED BY: Mike Luc WEATHER: Clear, sunny WORK INSPECTED: Balconies at Unit 401 east balconies OBSERVATIONS: Unit 401 Demolition of the concrete areas to be repaired is completed. There are 10 PT cables that were affected and have been locked off, spliced and new cables and anchors added. Corrosion of the existing reinforcing bars were found to be the cause of the fractured concrete areas. There are two PVC: BT splice protectors missing and needs to be placed to protect the splice couplers The slab was over cut at the north coiner at the wall. There is one bar too.close fo'the'bottom:of the slab and needs to be corrected PT specialist to provide a calibration certificate for the ram being used to tension the cables. Provide the PVC coupler on the two cable splices Correct the reinf bar that is too close to the bottom of the slab Chip and re -pour the over cut slab edge after the cables have been re -tensioned Page 1 of 2 Project No. 17-119 Report No. 4 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772) 569-4041 www.mlenizineeringine.com Client: Mr. Michael Barber— Keystone Building Official: Mr. Joe Cicio — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjaun— Structure Con File Pic 1 Unit 401 10 PT cables locked off and spliced 2 PVC splice protectors are to be placed before final pour Pic 3 Unit 401 Comer of slab was over cut, this edge is to be chipped out and re -poured after the first pour and the cables have been re -tensioned Page 2 of 2 . FI e R 4 M L Engineering I»,.' Consulting Engineers Threshold Inspector 2030 37h Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 Fax: (772)569-4041 www. mleneineerinnine.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 14 Mr. Michael Barber —Keystone Mr. Andrew Manero — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan— Structure Con THRESHOLD INSPECTION REPORT - PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY A IA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER-SLC 1709=0485 PROJECT NAME: Paragon Condominium DATE: -.December 13, 2018 CLIENT: Keystone Properties LOCATION: Fort Pierce, Florida CONTRACTOR: Structure Con , PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER Overcast, cool WORK INSPECTED: Units 301(3N), 401(4N), 501(5N), 601(6N) OBSERVATIONS: • Sliding glass doors were water tested and no moisture intrusion was observed. • All exterior EIFS systems have been replaced and painted at the work areas. • Doors and windows have been caulked and sealed. • The wall repairs are completed at the above units. RECOMMENDATIONS: • Clean and sweep all remaining debris off balconies, especially behind the shutter track. • Start the repairs to the balcony slab edges at Units 301 and 401. SCANNED BY St. Lucie County Page 1 of 1 M L Engineering Inc. Project No. 17-119 Report No. 13 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio — 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.mlenaineeringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: October 19, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Units 301, 401 & 501— north east balconies — repairs are complete and ready for painting. RECOMMENDAIONS: • Continue with the Aquaflash tape and liquid at door and window perimeters, followed with final butyl sealant • The stucco reveals at the floor level are to continue and return around the corner of the walls to the concrete balconies, these need to be corrected. • Use V4" ss Protec tapcons to anchor the guard rail posts to the concrete slab. • Water test scheduled for later this week, please confirm and coordinate with property manager Contractor waiting on permit from SLC Building Department for additional units to proceed with work. Page 1 of 1 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772) 569-4041 vnvw.mlen aineerineinc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 12 Mr. Michael Barber— Keystone Mr. Joe Cicio —SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: September 20, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Units 301, 401 & 501— north east balconies — repairs are complete and ready for painting Units 601-901—north east balconies. OBSERVATIONS: • Investigative work in progress to determine the level of deterioration or corrosion in the exterior metal stud walls. • In all cases the metal stud components at the ends of the walls at the sliding glass doors are corroded. • Unit 601— The corrosion is in the worst condition. The corrosion in the metal framing extends under the window and the track and studs need replacement. The exterior wall under the window needs removal and replacement. The window may remain in place, but it will require a new track and studs under the window. The new studs can be placed next to the existing studs and clipped with an L3x3xl6 ga x 4" clip with (3) #10 screws and (2) '''A" din x 1" tapcons through the track into the concrete. • Units 701-901 — The ends of the walls at the sliding doors are corroded and some extends to the window. • The tracks do not need replacement but will require wire brush cleaning and coating with corrosion inhibitor. The new studs (where necessary) can be attached to the existing and clipped with an angle to the concrete slab as mentioned above. • Documents for units 601-901 have been submitted for building permit revision. Contractor waiting on permit from SLC Building Department to proceed with work. Page 1 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. mlengineerineinc.com Project No.17-119 Client: Building Official: Contractor: File Report No. 12 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Pic 1 Units 301, 401 & 501 Typical sealant placed at window perimeters at point where walls were reconstructed. Pic 2 Unit 601 Corroded metal framing at bottom of wall extends under adjacent window. Pic 3 Units 701-901 Typical corrosion of metal framing at wall at corner. Page 2 of 2 r I M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 3711 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www. mleneineerineinc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 10 Mr. Michael Barber— Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan — Structure Con THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 16, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Units 301, 401 & 501 north east balconies. OBSERVATIONS: • The EIFS is in progress. • The Densglass is in place, joints and screw heads were taped and coated. The entire surface was then coated with the Backstop NT air and moisture barrier. • The gaps at the end of the concrete curbs under the sliding glass doors were filled with cement grout. • Backer rods and sealant are being placed between the joints at the door and window frames and walls. Contractor will continue the Backstop and mesh tape around the comer jamb and behind the SGD doorjamb before placing the backer rod and sealant. RECOMMENDATIONS: Joints at EIFS system. Grind off approximately 2 to 3 inches of the finish coat on the existing system, leaving the original Backstop and mesh tape. Lap the new Backstop and mesh tape over onto the existing insulation and across the joint. Re -inspect during the installation of the Aquaflash liquid and tape at the door and window frames. Page 1 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.mleneineerin.inc.com Project No.17-119 Client: Building Official: Contractor: File Report No.10 Mr. Michael Barber — Keystone Mr. Joe Cicio — 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 Report No. 11 Consulting Engineers Client: Mr. Michael Barber — Keystone Threshold Inspector Building Official: Mr. Joe Cicio — 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. mlenaineerineinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 23, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Units 301, 401 & 501 north east balconies. OBSERVATIONS: • The EIFS is in progress. • The Densglass is in place, joints and screw heads were taped and coated. The entire surface was then coated with the Backstop NT air and moisture barrier. • The gaps at the end of the concrete curbs under the sliding glass doors were filled with cement grout. • Backer rods and sealant was placed between the joints at the door and window frames and walls. • The finish coat was ground off at the joint in the insulation and the new mesh tape and backstop overlapped. • The AquaFlash tape and liquid was placed at the door and window perimeters. More flashing needs to be added. See recommendations below. RECOMMENDATIONS: Provide AquaFlash tape over and onto the window and door frames to cover across the joints between the frame and wall. Extend the AquaFlash tape at the bottom of the wall next to the door outward to pass the adjacent joint. Properly lap all flashing and tape at door and window perimeters. The upper layers should be lapped over and above the lower layers. Page 1 of 2 Project No. 17-119 Report No. 11 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37t1 Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlenginceringine.com Client: Mr. Michael Barber —Keystone Building Official: Mr. Joe Cicio — SLC Bldg. Dept. Contractor: Mr. Rob Starke —Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File Pic 1 Window perimeter. The AquaFlashing stops at the window frame. Provide additional flashing over and onto the window and door frames and lap about %" onto the frames. The final butyl sealant to lap across the window frame andjoint at AquaFlash tape. Pic 2 Bottom of wall/doorjamb at SGD frame. The AquaFlash tape flashing at the bottom of the wall should extend out towards the face of the wall past the joint and DensGlass in the other direction. Extend AquaFlash tape and liquid outwards past joint. 0-4 r Joint lines. Page 2 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37w Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 www.mlengineerineinc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 9 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan— Structure Con THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 14, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Chris Brennan Dryvit Representative met on site to discuss the exterior wall system. The following was recommended: I. Door and window perimeters a. Provide continuous backer rod and tooled polyurethane sealant in joints between window and door frames and wall framing, installed from the exterior face. b. Apply Aquaflashing liquid and 4" Aquaflashing tape across perimeterjoint between window & door frame to Densglass that is already coated with Backstop NT air and moisture barrier or base coat and mesh taped. C. Apply final Butyl seal at perimeter between window and door frames at all perimeters across joints after base coat. d. Finish coat to be applied up to the Butyl seal 2. Sliding glass doorjamb a. Insulation is on the east wall only. The north and west faces of the doorjambs will be Densglass coated with Backstop NT air and moisture barrier and textured to match. b. The base coat and mesh to be placed on all walls including around the wall Jambs at the north and west faces up to door jamb. C. Dryflex and mesh to be placed over the base coat at the north and west faces and lapped on the east wall on the insulation. d. Treat door perimeters as noted above for door & window perimeters. e. Apply Butyl seal at perimeter of door frames placed across joint to the base coat (Not to finish coat). f. Finish coat applied to all surfaces and up to Butyl seals. 3. Joints at wall to slabs and doors a. Fill the gap at the ends of the concrete curbs tight to the doorjambs with Sika Gel patch. b. Cut end of shutter track to continue butyl seal across entire concrete curb behind the shutter track. C. Treat wall joints as noted above for door and window perimeters. All sealants shall be from the list of approved sealants by dryvit ,wan o u u n4�4 Encl: SKI-SK3 .*#088v811111 Page 1 of 1 g 5/8, DENS,5LA55 BAGK5TOP NT OVER DRYVIT — 6RID TAPE ® JOINT5 4 OMIT AIRMATER-RE515TIVE BARRIER GOATIN6 OVER DEN561A55 ADHESIVE d EPS INSULATION BASE GOAT d hESH TAPE DRYFLEX BASE GOAT ON TOP OF 5A5EGOAT FINISH GOAT <:C crr ffiiiI-r ,911lIM AQUA FLASH LIQUID d 4' AQUAFLASH TAPE BUTYL SEALANT EXIST 56D SGD JAMB DETAIL SCALE: 3' = P-O' NwcH AWE. P.E. FLORIMREG. 047520 ENGINEERING, INC. Consulting Structural Engineer JOB NAME: PARAGON CONDOMINIUM EAST WALL REPAIR ISSUE DATE: 8-7 5-18 This Crawing and Cosign .,;.h.. Is theReppropeonofMIL EneotemslamInc. or any content therein. without emmot 1 1 OBN0. �� 119 DPAVM BY: CHKNEDBY: TR ML 2030371h Avenue Vero Beach, norco 32960 4400 NORTH HWY AIA FT. PIERCE, FL consent or petmission of company Is prohlbned. may constitute an lnMnge ment an a may ae subject to Ind action tlr�: SGD JAMB DETAIL SHEET NO: SK-7 of 3 sl¢a rr:7725e9.1257 Fa.:772.W.40a by ML Englnoaring, Ina. E45T WINDOW TO REMAIN AQUA FLASH LIQUID d 4' AQUAFLASH TAPE BALKER ROD W/ TOOLED SEALANT 5/6' DEK56LA55 BAGK5TOP NT OVER DRYVIT 6RID TAPE ® JOINTS S DRYVIT AIRMATER-RESISTIVE BARRIER GOATINS OVER DEN55LA55 ADHESIVE t EP5 INSULATION BASE COAT d MESH TAPE FINISH GOAT DOOR & WINDOW PERIMETER DETAIL 5GALE: 5' = 1.-0' Ml H &WE. P.E. FLORr04 RM. #47520 JJOOFB ENGINEERING, INC. fAE:8-15-18 PARAGON CONDOMINIUM ➢ehis provenly anML En,iin o:mownl¢ the properly of ML Erg Inc. JOB NO, ll-17 9 Reproduction mar a. of this dm wTng -onsulting Structural Engineer EAST WALL REPAIR r any contain Merein, MleoN express t ylth u prong 203037th Avenue 4400 NORTH HWY AIA FT. PIERCE, FL °RP�'N'y` TR `""�D BY` ML saronlnnlaefa mw¢cons„MBIa�om� Vero Beach, Florroa 32960. menl, and maybe ¢ublea ro legal action onei772.5 9.12s7 7o.:77as49.4o4 nnE: DOOR &WINDOW DETAIL sNEEINo. 9 9 SK-2 by ML Englneatlng. Inc. of SHEEP BALKER ROD W/ TOOLED SEALANT PROVIDE AQUA FLASH LIQUID d TAPE OVER 5EALANT FIN15H JOINT W/ BUTYL 5EALANT EXIST GONG GURB T/EXIST 5LA13 GROAT VOID ® END OF GONG CURB SOLID W/ 51KA GEL PATGH JOINT 0 WALL TO SLAB/DOOR DETAIL 5GALE: 5' = F-O' FdIO"PFLA M P.E FIORIDAR .#E2520 ENGINEERING, IN ring Structural Enginear IV772.569,1257 wa'.fc PARAGON CONDOMINIUM EAST WALL REPAIR IMUE°A'": 8-15-18 mu prop ity of MIL nd needing. the propof ML Engineering, Ind. . Reproduction and/or use ollnis craving or any content therein. w out express JOB NO. 17-119 203037th Avenue Beac4 Fbtltla 32960 4400 NORTH HWY AIA FT. PIERCE, FL DMM By:TRc"Eo�Der: ML bronlbned may �or°,ninxatanmm^garo menfgaflon For nzsw.eonl Bic JOINT @ WALL TO SLAB/WALL DETAIL 5NE"i NO SK-3 °F 3 s"EEr by MILEnglnaaring. Inc. Ir M L Engineering Inc. Project No. 17-119 Report No. 8 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio— SLC Bldg. Dept. 2030 37h Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan — Structure Con Phone: (772) 569-1257 File Fax: (772) 5694041 www.m lenui neerin ginc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 10, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Balconies at Units 201, 301 & 401 north east balconies. OBSERVATIONS: The walls have been sheathed with new 5/8" densglass with screws at 4" oc at edges and 12" oc in the field Plans require 4" at edges and field. There is Dryvit backstop NT and grid tape at all densglass joints, corners at over screws. The densglass runs past all the floor slabjoints, except at the 2"d floor the sheathing stops at the top of the slab because the slab at the parking garage extends further beyond past the face of the wall. RECOMMENDATIONS: Provide additional screws at the densglass sheathing to the metal framing to maintain 4" on maximum at all areas. Seal the screws heads with Dryvit Backstop NT. We need to seal the horizontal wall sheathing joint in the densglass at the 2"d floor slab. The slab needs to be built out flush with the densglass and the joint sealed with Grid tape and Backstop NT. The window and door perimeters are also to be sealed. The joint or gap at the ends of concrete curbs and the metal studs at the sliding glass door thresholds are to be filled with non shrink grout and the exterior joint sealed. I have arranged for Chris Brennan, a field rep for Dryvit with Allied Building Products to visit the job on Monday 8/13/18 at 10 am to address some of these issugs. so Qi• G'•• 3 •• �L F' 1520 '. 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.mlengineerinainc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 8 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjuan— Structure Con Pic 1 Densglass sheathing Need additional fasteners at 4" oc mac Pic 2 Horiz sheathing joint at 2°d floor slab This joint is to be built out flush with sheathing and sealed with grid tape and Backstop NT or Aquaflash system Pic 3 Window jambs The existing windows are not flanged and were butted to the studs. Dryvit Rep will make recommendations as to how to adequately flash and seal around windows Page 2 of 2 M L Engineering Inc. Project No. 17-119 Report No. 8 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio— SLC Bldg. Dept. 2030 3711 Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjuan— Structure Con Phone: (772) 569-1257 File Fax: (772) 5694041 www. mlengineeringinc. com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 10, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Balconies at Units 201, 301 & 401 north east balconies. OBSERVATIONS: The walls have been sheathed with new 5/8" densglass with screws at 4" oc at edges and 12" oc in the field. Plans require 4" at edges and field. There is Dryvit backstop NT and grid tape at all densglass joints, at corners over screws. The densglass runs past all the floor slab joints, except at the 2M floor the sheathing stops at the top of the slab because the slab at the parking garage extends further beyond past the face of the wall. RECOMMENDATIONS: Provide additional screws at the densglass sheathing to the metal framing to maintain 4" on maximum at all areas. Seal the screw heads with Dryvit Backstop NT. We need to seal the horizontal wall sheathing joint in the densglass at the 2"d floor slab. The slab needs to be built out flush with the densglass and the joint sealed with Grid tape and Backstop NT. The window and door perimeters are also to be sealed. The joint or gap at the ends of concrete curbs and the metal studs at the sliding glass door thresholds are to be filled with non -shrink grout and the exterior joint sealed. I have arranged for Chris Brennan, a field rep for Dryvit with Allied Building Products, to visit the job on Monday 8/13/18 at 10 am to address some of these issues. 1,1%I II I r..88, �` N'fHO1Vy ••.. • � SF .G�•� :A� • FLOR- ••i DiC • • �. c '•., FSSI ONP �.. Page 1 of 2 M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 371 Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlenginceringinc.com Report No. 8 Mr. Michael Barber —Keystone Mr. Joe Cicio— SLC Bldg. Dept. Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan — Structure Con Pic 1 Densglass sheathing Need additional fasteners at 4" oc mac. Horiz sheathingjoint at 2nd floor slab This joint is to be built out flush with sheathing and sealed with grid tape and Backstop NT or Aquaflash system. Pic 3 Windowjambs The existing windows are not flanged and were butted to the studs. Dryvit Rep will make recommendations as to how to adequately flash and seal around windows. Page 2 of 2 M L Engineering Inc. Project No. 17-119 Report No. 7 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio — SLC Bldg. Dept. 2030 3711 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.mlenginceringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: August 3, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Balconies at Units 201, 301 & 401 north east balconies. OBSERVATIONS: The recently placed sheathing and metal studs have been removed and the correctly sized 18 gauge metal studs are in place. The new metal studs are 6-inch 18-gauge structural studs as per plans. RECOMMENDATIONS: Screw all metal studs to the track flanges. The jamb stud at the SGD may be also be attached to the stud behind it with screws at 12-inches on -center vertically. Tapcons attaching the tracks to the slabs should be a staggered in the track and the outer screws should be a minimum of 1-1/2" from the slab edges. Re -inspect after installation of densglass and the joints taped before the air and moisture barrier is in place. NSHON), o• 6% p.. ...,. ( •• 5"- T . :A '• FL Ot;:�� 'h�ESSIONP:�`' Page 1 of 2 Project No. 17-119 Report No. 7 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 Client: Mr. Michael Barber— Keystone Building Official: Mr. Joe Cicio — SLC Bldg. Dept. Contractor: Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan — Structure Con File Unit 301 Partial view of the metal stud framing. Pic 2 Typical unit View of end wall looking south next to SGD. The inside metal stud is to be pulled over more to track flange and screwed to perpendicular stud behind leaving just enough room for the 5/8" densglass and water proofing to go behind the doorjamb. Pic 3 Typical unit All new components including water proofing and sheathing materials are to overlap with existing. Page 2 of 2 M L Engineering Inc. Project No. 17-119 Report No. 6 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio— SLC Bldg. Dept. 2030 3711 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.m1engineeringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: July 27, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Balconies at Unit 301 & 401 north east balconies OBSERVATIONS: Units 301 & 401 The exterior walls have been reconstructed with new metal studs, sheathing and EIFS and the sliding glass doors reinstalled in the original location. There is no interior drywall as yet which allows for inspection. The new metal studs are 6" but are not 18 gage structural studs. There is no Sto Gold Coat air and moisture barrier on the desglass behind the insulation system. RECOMMENDATIONS: Remove and replace the exterior EIFS wall system with includes densglass joint tape and the Sto Gold air and moisture barrier prior to installing the insulation system. Install the correct 6"-18 ga structural studs which should have a minimum 1-5/8" flange width The horizontal joints the exterior wall located at the top and bottom of the slab lines should return to the slab edges around the building corners. The joints at the exterior walls at the slabs top & bottom at the balconies are to be sealed with a chamfer strip of urethane sealent to match. Page 1 of 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 37i1 Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengineeringinc.com Report No. 6 Mr. Michael Barber— Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan— Structure Con Pic I Units 301 & 401 Partial view of the exterior wall Insulation on Densglass attached to metal studs Ther Sto Gold Coat air and moisture barrier on ther densglass was not placed Pic 2 Unit 301 & 401 Partial view of the interior Metal studs are 6" but are not the correct size and gage. Project No. 17-119 Client: Building Official: Contractor: Page 2 of 2 M L Engineering Inc. Project No. 17-119 Report No. 5 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio — SLC Bldg. Dept. 2030 3711 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.mlengineerinainc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: June 29, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjuan INSPECTED BY: Mike Luc WEATHER: Clear, sunny WORK INSPECTED: Balconies at Unit 301 & 401 north east balconies OBSERVATIONS: Units 301 & 401 The concrete balcony repairs are completed and repairs are in progress at the exterior walls at the sliding glass doors. The SGD and corroded metal studs at the exterior wall between the door jambs and windows have been removed. A section of the 6" metal tracks at the top and bottom near the doorjambs will need to be replaced and spliced. This confirms that the walls have been leaking at the doorjambs due to inadequate waterproofing resulting in the deterioration of the metal stud framing. Replace the exterior EIFS wall system, metal studs and tracks as plan. The new waterproofing shall be lapped with the existing at all joints. Clean and coat the minor corrosion at all the exposed metal studs and tracks that are to remain. Verify if the new doorjamb can be constructed providing adequate room for connection of the existing guardrail so that the SGD can be re -installed in the same location without having to modify the opposite doorjamb. �61S1nn1888� SF 0 y'Q FL OP: ��'�FFSSIONP; Page 1 of M L Engineering Inc. Project No. 17-119 Client: Building Official: Contractor: Consulting Engineers Threshold Inspector 2030 37' Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772) 5694041 www.mlengineerin.gine.com Pic 1 Units 301 & 401 Report No. 5 Mr. Michael Barber— Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjuan — Structure Con View of the corroded bottom metal track at the east doorjamb exterior wall. The 6" corroded metal wall studs have been removed. Pic 2 Unit 401 View of the corroded top metal track at the east door jamb. Pic 3 Units 302 & 401 Minor corrosion at the framing at the window jamb and track. Mechanically clean and coat with corrosion inhibitor. Page 2 of 2 M L Engineering Inc. Project No. 17-119 Report No. 4 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio — SLC Bldg. Dept. 2030 37t1 Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjaun— 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 NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: June 6, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjaun INSPECTED BY: Mike Lue WEATHER: Clear, sunny WORK INSPECTED: Balconies at Unit 401 east balconies OBSERVATIONS: Unit 401 Demolition of the concrete areas to be repaired is completed. There are 10 PT cables that were affected and have been locked off, spliced and new cables and anchors added. Corrosion of the existing reinforcing bars were found to be the cause of the fractured concrete areas. There are two PVC PT splice protectors missing and needs to be placed to protect the splice couplers The slab was over cut at the north corner at the wall. There is one bar too close to the bottom of the slab and needs to be corrected RECOMMENDATIONS PT specialist to provide a calibration certificate for the ram being used to tension the cables. Provide the PVC coupler on the two cable splices Correct the reinf bar that is too close to the bottom of the slab Chip and re -pour the over cut slab edge after the cables have been re -tensioned 01111111888It .•` NCHOIV). ••, F. . �,. (, lei .t5 •. �O . FL Of;••�G IIIIFSS1014 � Page 1 of 2 Report No. 4 M L Engineering Inc. Project No. 17-119 Consulting Engineers Client: Threshold Inspector Building Official: 2030 37 b Avenue Contractor: Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax:. (772) 569-4041 w .mlengineeringinc.com Pic 1 Unit 401 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke —Structure Con Mr. Gabriel Efrainsanjaun—Structure Con 10 PT cables locked off and spliced 2 PVC splice protectors are to be placed before final pour Pic 2 Unit 401 Reinforcing bar too close to the bottom of the slab and is to be corrected prior final pour Page 2 of 2 M L Engineering Inc. Project No. 17-119 Report No. 3 Consulting Engineers Client: Mr. Michael Barber— Keystone Threshold Inspector Building Official: Mr. Joe Cicio — SLC Bldg. Dept. 2030 37th Avenue Contractor: Mr. Rob Starke— Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjaun— Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mleneineeringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: May 25, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjaun INSPECTED BY: Mike Luc WEATHER: Clear, sunny WORK INSPECTED: Balconies at Units 301, 401 & 501 east balconies OBSERVATIONS: Unit 301 The balcony edge has been poured at the PT acnhors and all but one cable has been re -tensioned and lock offs removed. One cable still requires a splice with a longer cable, PVC splice protector placed and to be restressed. Provide a new 95 bar to replace the bar that was cut out. All the other block outs may be poured with the exception of this area. Unit 401 Work in progress Unit 501 The balcony edge has been poured and all the cables re -tensioned and lock offs removed. There is an existing reinforcing bar in the slab running east to west that has minimal concrete cover but this existing bar cannot be repositioned. Clean the bar and coat with corrosion inhibitor and build up the slab thickness as high as much as possible to maintain positive drainage. RECOMMENDATIONS PT specialist to provide a calibration certificate for the ram being used to tension the cables. PT cables to be cut shorter and greased end caps placed prior to grouting cable pockets when complete. Sikaflex cementitious water proof coating to eb placed on all slab surfaces. Some balconies have tile and others have a knock down concrete finish. ,S11n1n••••• "N'CHOIVy ••.•• SF •• F F� °R'•�i gis Page 1 of 2 Project No. 17-119 Report No. 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.mlenaineerineinc.com Client: Mr. Michael Barber —Keystone Building Official: Mr. Joe Cicio — SLC Bldg. Dept. Contractor: Mr. Rob Starke— Structure Con Mr. Gabriel Efrainsanjaun — Structure. Con File Pic 3 Typical post tension pocket after cable has been stressed. Cables will be cut shorter and a greased end cap placed prior to grouting pockets Page 2 of 2 H M L Engineering Inc. Project No.17-119 Report No. 2 Consulting Engineers Client: Mr. Michael Barber —Keystone Threshold Inspector Building Official Mr. Joe Cicio — SLC Bldg. Dept. 2030 37a Avenue Contractor: Mr. Rob Starke — Structure Con Vero Beach, Florida 32960 Mr. Gabriel Efrainsanjaun — Structure Con Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlenginceringinc.com THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: May 22, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjaun INSPECTED BY: Mike Lue WEATHER: Overcast, rain WORK INSPECTED: Balconies at Units 301, 401 & 501 east balconies OBSERVATIONS: Unit 301 Demolition is complete and there are (10) PT cables that are affected at the north east corner. One of those cables still requires a splice with a longer cable and PVC splice protector. All the reinforcing bars are cleaned and coated, additional #5 bar is to be added where the existing bar was cut to facilitate the lock off in the middle of the slab. This will require the concrete pour back to be sequenced so that several cables can also be restressed in sequence. Concrete pour is approved provided the one cable that still needs splicing can be placed after the fast pour. Temporary weather wall is in place and the sliding glass door has been removed and demolition to repair the exterior walls is in progress. Unit 401 Work in progress, but unit 501 is being shored to this floor. Unit 501 Demolition is complete at the north east comer. One of the existing post tension cables was found broken due corrosion of all the strands. A total of (6) PT cables had repaired. (5) had be locked off destressed and spliced and the (1) broken cable spliced. No existing reinforcing bars required replacement and the bars were cleaned and coated with corrosion inhibitor. Concrete approved for placement. RECOMMENDATIONS Although a temporary wall was placed inside the units where the sliding glass doors are removed, the Contractor is to have materials on site ready to enclose the door opening in case poor weather could possibly blow into the units from the north east. ,��1nuupq•• �% NtHONy •., r vG 1 ' �y20 •• {t A PLO Page 1 of 2 -I. Project No. 17-119 Report No. 2 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371h Avenue Vero Beach, Florida 32960 Phone: (772)569-1257 Fax: (772)569-4041 v v.mlengineerineinc.com Client: Mr. Michael Barber —Keystone Building Official: Mr. Joe Cicio — SLC Bldg. Dept. Contractor: Mr. Rob Starke — Structure Con Mr. Gabriel Efrainsanjaun — Structure Con File Pic 2 Unit 501 (6) PT cables were locked off and spliced. Pic 3 Unit 501 Existing PT anchor with corroded cable that was found in the slab daring demolition. Note all strands were completely corroded. 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 www.mlenainceringinc.com Project No. 17-119 Client: Building Official: Contractor: File Report No. 1 Mr. Michael Barber — Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke—Strcuture Con Mr. Gaabrile Efrainsanjaun — Strcuture Con THRESHOLD INSPECTION REPORT PARAGON CONDOMINIUM — BALCONY REPAIRS 4400 NORTH HWY AIA, FORT PIERCE, FL 34949 SLC BUILDING PERMIT NUMBER: SLC 1709-0485 PROJECT NAME: Paragon Condominium DATE: May 2, 2018 CLIENT: Keystone Properties LOCATION: Vero Beach, Florida CONTRACTOR: Structure Con PROJECT MGR: Mr. Gabriel Efrainsanjaun INSPECTED BY: Mike Lue WEATHER: Sunny, windy WORK INSPECTED: Balconies at Units 301, 401 & 501 east balconies OBSERVATIONS: Demolition of the areas to be repaired is in progress. Post tension (PT) anchors and reinforcing bars at these areas are exposed to determine the extent of repairs and PT cables that will be affected. Swing stage fall protection anchors at the roof were load tested and certified by DH Glabe & Associates. (copy is attached) Unit 301 • The PT anchor was not encapsulated with an end cap and the cable was exposed • Two PT cables are to be locked of and spliced • Additional crack at the underside of the slab at the north east comer which will require repair Unit 401 • Reinforcing bars at slab edge are corded due to being too close to surface • PT cable ends did not have end caps and cables were not cut short enough • Three PT cables to be locked off and spliced Unit 501 • PT cables have end caps • Reinforcing bars too close to surface and corroded RECOMMENDATIONS Continue the demolition at the areas to be repaired and coordinate with General Building Services (PT Technician) to lock off affected PT cables. Some shutter tracks will require removal to facilitate the concrete balcony edge repairs. Ceramic floor tile should be removed only where necessary along the grout joints. Provide temporary cover over all openings in floor slab and barricade all areas where the guard rail post is not secure. CNQAly8 4 ss •GF�% Aj'j 526 • .it /_Y_ .ems_• Encl: DH Glabe Certification Page 1 of 3 M L Engineering Inc. Project No. 17-119 Client: Building Official: Contractor: Report No. 1 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke—Strcuture Con Mr. Gaabrile Efrainsanjaun — Strcuture Con Pic 1 Unit 301 East Balcony Spalled comer at slab edge under repair. Consulting Engineers Threshold Inspector 2030 37" Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772) 569-4041 www.mleneineerineinc.com Page 2 of 3 M L Engineering Inc. Consulting Engineers Threshold Inspector 2030 371b Avenue Vero Beach, Florida 32960 Phone: (772) 569-1257 File Fax: (772)569-4041 www.mlengineeringinc.com Project No.17-119 Client: Building Official: Contractor: Report No. 1 Mr. Michael Barber —Keystone Mr. Joe Cicio — SLC Bldg. Dept. Mr. Rob Starke — Strcuture Con Mr. Gaabrile Efrainsanjaun— Strcuture Con Pic 4 Unit 401 East Balcony No concrete cover around reinforcing bar. No end caps on PT cable ends. Cables were cut off too long at anchor with active corrosion. Page 3 of v � 4 W .r . 1 BUILDING PERMIT Quick Links: Online address: htfplAvww.stiucieco.orglplanrtinglpeffrMng.hbm • - - '. - Planning 3 Development Services Permlt Status Lookup Building 6 Code Regulation Division ONine Building Inspection System 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)402-1553 Fax: (772)462.1578 Permit #: SLC 1709-0486 Confirmation #: 692 Issued: 212212018 Job Location: 4400 N AIIA PROJECT City: FORT PIERCE Permit Type: COMMERCIAL RENOVATION Status: ISS Date Expired: 08/2212018 Job Description: UNITS:#301(3N),#302(3S),#401(4N),#501(SN) - CONCRETE RESTORATION ON BALCONIES AT PARAGON CONDOMINIUMS " REPAIR EXTERIOR METAL STUD WALLS, REMOVE AND REPLACE SGD IN UNITS 301 [3N] 401 [4N] 502 [5S] 601 [6N] 702 [7S] 1002 [10S] AND 1102 [11S]- DESIGN PROFESSIONAL OF RECORD IS MICHAEL LUE P.E. # 47520 AND THRESHOLD INSPECTOR IS MICHAEL LUE S.I. # 1061 Subdiv: PARAGON - CONDOMINIUM Lot: Block: Parcel: 1423-610-0000-00010 Setbacks Left: Right Front: Rear. Zoning: PUD Number of Units: 1 Floors: 1 Buildings: 1 Square Footage: Flood Map: Flood Zone: AO Elev: Property Owner PARAGON CONDOMINIUM (772) 538-1986 4400 N A 1 A#PROJECT FORT PIERCE, FL 34947 Contractor ROBERT F STARK STRUCTURE CON LLC (772) 215-8631 PO BOX 2626 OKEECHOBEE, FIL 34973 Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code Including those for all electric, plumbing, mechanical, roofing and structural work. Further he/she acknowledges responsibility to comply with all requirements of the Florida Bulding Code and the St Lucie County Land Devlelopment Code. Issuanceof this permit may be appealed to the St. Lucie county Board of Adjustment by an aggrieved party by fling a notice of appeal with St Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St Lucie County Land Cevelopment Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having called for and received a satisfactory Inspection within six (6) months from the date of issuance of the permit or If the work is not completed within 18 months (perm by contractor) or 24 months (permit by owner) from the date of issuance of the Building Pemtit in accordance with St Lucie County Land Development Code Section 11.05.01(A)(2). -NOTICE.--in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the records of this county, and there may be additional permits required from other governmental entities such as water management dhsihicts, state agencies; or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. a NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. COMMENCEMENT. IF YOU INTEND O , F.S. BTAIFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORIDNG YOU NOTICE 4�xy 2.22-1r