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Home My WebLink AboutSTRUCTURAL INSPECTION REPORTI=M Bar. ENGINEERING, INC. MOIA BOWLESVILLAMIZAR &ASSOCIATES STRUCTURAL INSPECTION REPORT Project Number: 18-0159 CIVIL . STRUCTURAL . SURVEYING . ENVIRONMENTAL N (P C) Project Name: Visions - North Garage Concrete Repairs 1835 20th Street -Vero Beach, FL 32960 G �2 772.S69.0035 • Fax: 772.778.3617 %' www.mbveng.com N - , Inspection Date: 2/25/2019 CAP3728 � O Weather: Sunny Owner: Visions Condominium -Association Permit #: SLC 1809-0350 Contractor: American Environmental & Restoration Inspector: Rodolfo Villamizar, P.E. Project Address: 4000 N AIA, Fort Pierce, FL 34946 Qualified By: Rodolfo Villamizar, P.E. Location: North Garage Discipline: Special T�'•in cinmvh Ald Type of Inspection: Initial Partial Final Reins. Demolition Foundation Concrete Placement Concrete Slab (SOG) Reinforcing Steel Placement Concrete Slab (SOG) Concrete Placement Elevated Concrete Slab Reinfor. Steel Placement; forms, etc. Elevated Concrete Slab Concrete Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping POSITION OF INSPECTION (all pending inspections require a IADDroved I (Approved as Noted 7_1 Metal Floor Decking Metal Roof Decking Structural Steel Column(s) Erection Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Insulation Drvwall. TVDe, Fastenin¢. RatinE. etc. Stucco Application In -Progress Stucco Aoplication Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framin¢ & Glazing Window & Door Bucks Window & Doors Structural Final Other (Use Additional member/Area Pending ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): - Observed the concrete demolition extent for approx. 80 LF out of the estimated 120LF of existing roof tie beam to be repaired along the north exposure. Observed the in -place coated reinforcement framing and the condition of the existing truss hurricane anchors. VERBAL INSTRUCTIONS: Instructed Contractor to install an addA HETA embedded truss anchor to each of the affected roof trusses along the repaired areas. Instructed Contractor to install a moisture barrier under each truss along ft rppailpd areas. NOTES: The observed beam repair areas are ready for cd�Ye plazesq,�rti4f tt approved concrete materials. I y —� 1 A 0, STATE O INSPECTOR: Rodolfo Villamizar, PE 61000, Si 7021620 JCETft'&& p r, t9 6 000, 517021620 ll ��////f lll 1100 �� iM M Bar ENGINEERING, INC. MOIA BOWLES V ILLAMIZAR & ASSOCIATES CIVIL • STRUCTURAL • SURVEYING • ENVIRONMENTAL 1835 20th Street • Vero Beach, FL 32960 772.S69.0035 • Fax: 772.778.3617 www.mbveng.corn CA #3728 Owner: Visions Condominium Association STRUCTURAL INSPECTION REPORT Project Number: 18-0159 Project Name: Visions - North Garage Concrete Repairs Inspection Date: 3/5/2019 Weather: Sunny Permit #: SLC 1809-0350 Contractor: American Environmental & Restoration Inspector: Rodolfo Villamizar, P.E. Project Address: 4000 N AIA, Fort Pierce, FL 34946 Qualified By: Rodolfo Villamizar, P.E. Location: North Garage Discipline: Special Thresheld Type of Inspection: Initial Partial Final Remy eet`._=^ Foundation Concrete Placement Concrete Slab (SOG) Reinforcing Steel Placement Concrete Slab (SOG) Concrete Placement Elevated Concrete Slab Reinfor. Steel Placement; forms, etc. Elevated Concrete Slab Concrete Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) X CMU wall Erection/Placement, Fill Cell Rebar, Horiz 1.R. Concrete Masonry Unit Fill Cell Concrete Beam Reinf. Steel, Foi Concrete Placement for Beam(. Roof Sheathing, TypE Exter. Wall Framing, Wall Sheathing, Blod Interior Framing and etc. Metal Floor Decking Metal Roof Decking Structural Steel Column(s) Erection Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Insulation - Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing traints, etc. Storefront Framing & Glazing Window & Door Bucks Is, etc. Window & Doors etc. Structural Final X Other (Use Additional member / Area inspections require a re -inspection) as Noted Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Observed the concrete demolition extent for approximately 40 LF of existing roof tie beam in the eastern end along the north exposure. Observed the in -place coated reinforcement framing and the condition of the existing truss hurricane anchors. VERBAL INSTRUCTIONS: Instructed Contractor to install an add.4 HETA embedded truss anchor to each of the affected roof trusses along the repair area. Instructed Contractor to install a moisture barrier under each truss along,> N'0__ iWtpp, v 1i NOTES: The observed beam repair area is ready for conci lad en e`Ffr1 ) oved concrete materials. No. 61000 '•, �, r 7 STATE i / 0.o'a�MK::�7 G -2_7-1 INSPECTOR: Rodolfo Villamizar, PE 61000, S17021620 ICERTI %r, 000, 517021620 ///llllll\W i= M Bar' ENGINEERING, INC. MOIA BOWLES YILLAMIZAR &ASSOCIATES CML . STRUCTURAL • SURVEYING • ENVIRONMENTAL 1835 20th Street -Vero Beach, FL 32960 772.569.0035 • Fax: 772.778.3617 www.mbveng.com CA #3728 Owner: Visions Condominium Association STRUCTURAL INSPECTION REPORT Project Number: 18-0159 Project Name: Visions - North Garage Concrete Repairs Inspection Date: 3/12/2019 Weather: Sunny Permit #: SLC 1809-0350 Contractor: American Environmental & Restoration Inspector: Rodolfo Villomizar, P.E. Project Address: 4000 N A1A, Fort Pierce, FL 34946 Qualified By: Rodolfo Villomizar, P.E. Location: North Garage Discipline: Special T''� eghn'vhn'd Type of Inspection: Initial Partial - Pinal Rekspe_`-'._:: X IDemolition I Metal Floor Decking Foundation Concrete Placement Metal Roof Decking Concrete Slab (SOG) Reinforcing Steel Placement Structural Steel Column(s) Erection Concrete Slab (SOG) Concrete Placement Structural Steel Horizontal Framing Elevated Concrete Slab Reinfor. Steel Placement; forms, etc. Structural Steel Connections Elevated Concrete Slab Concrete Placement Wire Lath / Hock Lath Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Insulation Concrete Placement for column(s) Drywall, Type, Fastening, Rating, etc. X CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Stucco Application In -Progress Concrete Masonry Unit Fill Cell grouting Stucco Application Final X Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Exterior Veneers, Size, Type, Attachments Concrete Placement for Beam(s) Curtain Wall Framing &Glazing X Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Storefront Framing & Glazing Roof Sheathing, Type, Fastening Window & Door Bucks Exter. Wall Framing, Blocking, Connections, etc. Window & Doors Wall Sheathing, Blocking, Vapor Barriers, etc. IStructural Final Interior Framing and Firestopping I X 10ther (Use Additional member/ Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) ❑Approved as Noted = Pending Rejected IDApproved ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Observed the concrete demolition extent for approximately40 LF of existing roof tie beam in the western end along the north exposure. Observed the in -place coated reinforcement, the additional HETA truss anchors and the installed moisture barrier under each truss. VERBAL INSTRUCTIONS: NOTES: The observed beam repair area is ready for co kWc 1;e pl &'m nt of th& alpproved concrete materials. _ ,,', ; I, �i`50•. FCOR\O INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 517021620 i= M B ` ENGINEERING, INC. MOIA BOW LES V ILLAMRAR a ASSOCIATES CIVIL . STRUCTURAL • SURVEYING • ENVIRONMENTAL 1835 20th Street • Vero Beach, FL 32960 772.S69.0035 • Fax: 772.778.3617 www.mbveng.com CA #3728 Owner: Visions Condominium Association STRUCTURAL INSPECTION REPORT Project Number: 18-0159 Project Name: Visions - North Garage Concrete Repairs Inspection Date: 3/14/2019 Weather: Sunny Permit #: SLC 1809-0350 Contractor: American Environmental & Restoration Inspector: Rodolfo Villomizar, P.E. Project Address: 4000 N AIA, Fort Pierce, FL 34946 Qualified By: Rodolfo Villomizar, P.E. Location: North Garage Discipline: Special Type of Inspection: tnitial Partial Final Reinspection X Demolition Foundation Concrete Placement Concrete Slab (SOG) Reinforcing Steel Placement Concrete Slab (SOG) Concrete Placement Elevated Concrete Slab Reinfor. Steel Placement; forms, etc. Elevated Concrete Slab Concrete Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) CMU wall Erection/Placement, Fill Cell Rebar, Horiz 1.R. Concrete Masonry Unit Fill Cell grouting X Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) X Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping Metal Floor Metal Roof Decking Structural Steel Column(s) Erection Structural Steel Horizontal Framine Structural Steel Connections Wire Lath / Hock Lath, Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final X 10ther (Use Additional member / Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) EflApproved Approved as Noted = Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Observed the concrete demolition extent for approximately 5 LF at unit 22, 3.25 LF at unit 21, and 9 LF at unit 20 of existing roof beam in the eastern end along the south exposure. Observed the in -place coated reinforcement framing, new hurricane straps and the condition of the existing truss hurricane anchors. VERBAL INSTRUCTIONS: Instructed contractor to provide #3 ties spaced @ 6" O.C. for 6FT along the beam ends and #3 ties spaced @ 12" O.C. along the middle third of the beam. t t 1 { I I I I t V IL1 i4� E IN NOTES: The observed beam repair areas are ready for coq-Ei, e'pla_cfaerrj9pf tR^5p roved concrete materials. STATE INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 CERTIFIED /fit,,YON'26kPE W, 517021620 mom M BA ENGINEERING, INC. MOIA 6O`NLES VILIAM1Z R A ASSOCIATES CNIL a STRUCTURAL. SURVEYING e ENVIRONMFNTW. 1835 20th Street -Vero Beach, FL 32960 772.569.003S C Fax: 772.778.3617 www.mbveng.com CA #3728 Owner: Visions Condominium Association STRUCTURAL INSPECTION REPORT Project Number: 18-0159 Project Name: Visions - North Garage Concrete Repairs Inspection Date: 2/25/2019 Weather: Sunny Permit #: SLC 1809-0350 Contractor: American Environmental & Restoration Inspector: Rodolfo Villamizar, P.E. Project Address: 4000 N A1A, Fort Pierce, FL 34946 Qualified By: Rodolfo Villamizar, P.E. Location: North Garage Discipline: Special T#esheld Type of Inspection: Initial Partial Final Rewmaeetian X Demolition Foundation Concrete Placement Concrete Slab (SOG) Reinforcing Steel Placement Concrete Slab (SOG) Concrete Placement Elevated Concrete Slab Reinfor. Steel Placement; forms, etc. Elevated Concrete Slab Concrete Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) X CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting X Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) X Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Exter. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping Metal Floor Metal Roof Structural Steel Column(s) Erection Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks Window & Doors Structural Final X Other (Use Additional member / Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) EDApproved Approved as Noted = Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Observed the concrete demolition extent for approx. 80 LF out of the estimated 120LF of existing roof tie beam to be repaired along the north exposure. Observed the in -place coated reinforcement framing and the condition of the existing truss hurricane anchors. VERBAL INSTRUCTIONS: Instructed Contractor to install an add.1 HETA embedded truss anchor to each of the affected roof trusses along the repaired areas. Instructed Contractor to install a moisture barrier under each truss along the repairgglaggy I TI. f,7. NOTES: The observed beam repair areas are ready for concrete j*q E r&Attte a}3�goGe1! concrete materials. 'P a , o. STPT OF i INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 CERTIFIED BY*, • 1 ar,' 0 21620 //lllllllll�� w M BV ENGINEERING, INC. MOIA SOWLESVILLAMIZ K&ASSOCIATES CML • STRUCTURAI. ® SURVFYING n ENVIRONMENTAI 1835 20ch Street • Vero Beach, FL 32960 772.569.0035 • Fax: 772.778.3617 www.mbveng.com CA 93728 Owner: Visions Condominium Association STRUCTURAL INSPECTION REPORT Project Number: 18-0159 Project Name: Visions - North Garage Concrete Repairs Inspection Date: 3/5/2019 Weather: Sunny Permit #: SLC 1809-0350 Contractor: American Environmental & Restoration Inspector: Rodolfo Villamizar, P.E. Project Address: 4000 N A1A, Fort Pierce, FL 34946 Qualified By: Rodolfo Villamizar, P.E. Location: North Garage Discipline: Special TJaresheld Type of Inspection: lnitW Partial Final Reinspeetien Demolition I (Foundation Concrete Placement Metal Floor DeI Metal Roof Dec Concrete Slab (SOG) Reinforcing Steel Placement IStructural Steel Column(s) Erection Concrete Slab (SOG) Concrete Placement Structural Steel Horizontal Framing Elevated Concrete Slab Reinfor. Steel Placement; forms, etc. Structural Steel Connections Elevated Concrete Slab Concrete Placement Wire Lath / Hock Lath Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Insulation Concrete Placement for column(s) Drywall, Type, Fastening, Rating, etc. X CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Stucco Application In -Progress Concrete Masonry Unit Fill Cell grouting IStucco Application Final X Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Exterior Veneers, Size, Type, Attachments Concrete Placement for Beam(s) Curtain Wall Framing & Glazing X Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Storefront Framing & Glazing Roof Sheathing, Type, Fastening Window & Door Bucks Exter. Wall Framing, Blocking, Connections, etc. Window & Doors Wall Sheathing, Blocking, Vapor Barriers, etc. Structural Final Interior Framing and Firestopping I X 10ther (Use Additional member / Area Below) DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) nApproved as Noted F 1 Pending nRejected nApproved ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Observed the concrete demolition extent for approximately 40 LF of existing roof tie beam in the eastern end along the north exposure. Observed the in -place coated reinforcement framing and the condition of the existing truss hurricane anchors. VERBAL INSTRUCTIONS: Instructed Contractor to install an add.'( HETA embedded truss anchor to each of the affected roof trusses along the repair area. ,�\\tll l llli/ir, Instructed Contractor to install a moisture barrier under each truss along t*YjQpiNA e44? //,- 0 NOTES: The observed beam repair area is'ready for concretezpheinent gf4Wapp?o4ei_ concrete materials. INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 i qp'. SSP� 0�,�,,FLORt.•�c1 — CERTIFIED BY: dil, E 61 00, l 0 1620 i Uffil Bel ENGINEERING, INC. MOIA BOWLES VILLAMIZAR & ASSOCIATES CPAI. c STRUCTURAL. v SURVFYING e EKviRONMFNTAI.. 1835 20th Street -Vero Beach, FL 32960 772.569.0035 Y Fax: 772.778.3617 www.mbveng.com CA #3728 STRUCTURAL INSPECTION REPORT Project Number: 18-0159 Project Name: Visions - North Garage Concrete Repairs Inspection Date: 3/12/2019 Weather: Sunny Owner: Visions Condominium Association Permit #: SLC 1809-0350 Contractor: American Environmental & Restoration Inspector: Rodolfo Villamizar, P.E. Project Address: 4000 N A1A, Fort Pierce, FL 34946 Qualified By: Rodolfo Villamizar, P.E. Location: North Garage Discipline: Special ThFP914,.'a Type of Inspection: InitFal Partial T•IFA R6 weetian X Demolition Foundation Concrete Placement Concrete Slab (SOG) Reinforcing Steel Placement Concrete Slab (SOG) Concrete Placement Elevated Concrete Slab Reinfor. Steel Placement; forms, etc. Elevated Concrete Slab Concrete Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) X CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell grouting X Concrete Beam Reinf. Steel, Formwork, Embeds, etc. Concrete Placement for Beam(s) X Roof Trusses, Systems, Bracing, Uplift Restraints, etc. Roof Sheathing, Type, Fastening Eller. Wall Framing, Blocking, Connections, etc. Wall Sheathing, Blocking, Vapor Barriers, etc. Interior Framing and Firestopping Metal Floor Metal Roof Structural Steel Column(s) Erection _ Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Insulation Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framing & Glazing Storefront Framing & Glazing Window & Door Bucks v & Doors ral Final Use Additional member / Area DISPOSITION OF INSPECTION (all pending inspections require a re -inspection) �X Approved Approved as Noted = Pending Rejected ' ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Observed the concrete demolition extent for approximately 40 LF of existing roof tie beam in the western end along the north exposure. Observed the in -place coated reinforcement, the additional HETA truss anchors and the installed moisture barrier under each truss. VERBAL INSTRUCTIONS: \11111II// \\ VIL Al�j NOTES: The observed beam repair area is ready for concrete pla; *tE VApp- r-0-XI % v is concrete materials. 1 i00 INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 CERTIFIED BY: lirTl � WIZ 0, 5 MA 620 o- M Bar ENGINEERING, INC. MOIA BOWLES VILAMIZAR &ASSOCIATES CML • STRUCTURAI. • SURVF-YING • ENVIRONMFNTAI. 1835 20th Street • Vero Beach, FL 32960 772.569.0035 - Fax: 772.778.3617 www.mbveng.com CA 93728 Owner: Visions Condominium Association STRUCTURAL INSPECTION REPORT Project Number: 18-0159 Project Name: Visions - North Garage Concrete Repairs Inspection Date: 3/14/2019 Weather: Sunny Permit #: SLC 1809-0350 Contractor: American Environmental & Restoration Inspector: Rodolfo Villomizor, P.E. Project Address: 4000 N A1A, Fort Pierce, FL 34946 Qualified By: Rodolfo Villomizor, P.E. Location: North Garage Discipline: Special Thy ghAIa Type of Inspection: Initial Partial €inel Reinspection Foundation Concrete Placement Concrete Slab (SOG) Reinforcing Steel Placement Concrete Slab (SOG) Concrete Placement Elevated Concrete Slab Reinfor. Steel Placement; forms, etc. Elevated Concrete Slab Concrete Placement Concrete Columns, Walls Reinf. Steel, Formwork, Embeds Concrete Placement for column(s) CMU wall Erection/Placement, Fill Cell Rebar, Horiz J.R. Concrete Masonry Unit Fill Cell aroutine I X IConcrete Beam Reinf. Steel, Formwork, Embeds, etc. Placement for Floor Roof Structural Steel Column(s) Erection Structural Steel Horizontal Framing Structural Steel Connections Wire Lath / Hock Lath Drywall, Type, Fastening, Rating, etc. Stucco Application In -Progress Stucco Application Final Exterior Veneers, Size, Type, Attachments Curtain Wall Framine & Glazine Roof Trusses, Systems, Bracing, Uplift Restraints, etc. IStorefront Framing & Glazing Roof Sheathing, Type, Fastening Window & Door Bucks Exter. Wall Framing, Blocking, Connections, etc. Window & Doors Wall Sheathing, Blocking, Vapor Barriers, etc. Structural Final Interior Framing and Firestopping X Other (Use Additional member / Area ul)rubl l wry ur iN:)Ftu 1ury lau penaing inspections require a re -inspection) �X Approved Approved as Noted = Pending Rejected ADDITIONAL INFORMATION ON MEMBER/AREA INSPECTED (From inspection items above): Observed the concrete demolition extent for approximately 5 LF at unit 22, 3.25 LF at unit 21, and 9 LF at unit 20 of existing roof beam in the eastern end along the south exposure. Observed the in -place coated reinforcement framing, new hurricane straps and the condition of the existing truss hurricane anchors. VERBAL INSTRUCTIONS: Instructed contractor to provide #3 ties spaced @ 6" O.C. for 6FT along the beam ends and #3 ties spaced @ 12" O.C. along the middle third of the beam. NOTES: The observed beam repair areas are ready for concrete oIace*@NVf the-aariWad i. concrete materials. ;(P, F W��:z Z INSPECTOR: Rodolfo Villamizar, PE 61000, SI 7021620 CERTIFIED BY: Rodpi df lgrn3 @ , 7 2162