The URL can be used to link to this page

Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 6GANNED By Certification for Design Load Compliance St. Luce Ca1nh7 Project Name: Sands I Condominium - Concrete Restoration Project Address: 3212 South Lakeview Circle (Building 10), Fort Pierce, Florida Permit#: 1704-0525 Occupancy Type: R-2 Construction Type:VB INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida FBCEB Code Fifth Edition with 20 17 Supplements using ASCE 7-10 2, Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category: _I X II _III _ IV Exposure Category: _B _C X D 4. Design Wind Velocity 161 mph _ASD X LRFD End Zone Width: 5 ft 5. Mean Roof Height 25 ft Roof Pitch: 5 :12 Parapet: - ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: +26/-41 Zone 2: +26/-71 Zone 3: +26/-106 Zone 4: +45/-49 Zone 5: +45/-60 Garage: N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: 60 PSF Dock: - PSF Deck: - PSF Stairs: 100 PSF Fence:- PSF Railings: PSF 8. Were Shear Walls Considered For Structure? _Yes x Not Applicable Explain Why Not: No, work to done on existing shearwalls; No changes to shearwalls. 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: N/A PSF Soil Test Reports Submitted? _Yes I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also ce i \tNNUdYgmal elements depicted on these plans provide adequate resistance to the design forcesspecifi4\�,p VILL,q�/ All Rodolfo Villamizar, P.E. 61000 & SI #7021620 61000 Print Name Cert ft& Co. Cert Auth. MBV Engineering, Inc. signature' hd SFaI _. SIOFIP\-��? Revised 07/25/201/ // / I I I I I I\ \ \\\ 1835 20th Street, Vero Beach, FL 32960 Company Name & Address v:Y � r t Om� '�'f +Planning & Development Services Department x, 'r r Building &Code Regulations Division ' r7 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: The Sands Section 1 - Building 10 (Structural Repairs) Project Address: 3212 South Lakeview Circle Fort Pierce, FL 34949 Permit #: Occupancy Type: R-2 Construction Type: Ii • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code Fifth Edition with 20 14 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category: _I X II _III IV Exposure Category: _B X C _D 4. Design Wind Velocity 732 mph X ASD _LRFD End Zone Width: 7 ft 5. Mean Roof Height < 25 ft Roof Pitch: 5 :12 Parapet: N/A ft. 6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings): Zone 1: +241-39 Zone 2: +24/-57 Zone 3: +24/-100 Zone 4: +421-46 Zone 5: +421-57 Garage: N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: 60(LW) PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: N/A PSF Soil Test Reports Submitted? _Yes I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Michael A. Lue, P.E. 47520 Signature, Date, and Seal Print Name M L Enqineerinq, Inc Cert # & Co. Cert Auth. 2030 37th Ave Vero Beach, FL 32960 Company Name & Address Revised 07/25/2014 r5� Planning & Development Services Department \ o, Building & Code Regulations Division 230D Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: The Sands Section 1 - Building 10 (Structural Repairs) Project Address: 3212 South Lakeview Circle Fort Pierce, FL 34949 Permit #: Occupancy Type: R-2 Construction Type: II INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit ILE o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code Fifth Edition with 20 14 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category: _I X II _III _ IV Exposure Category: _B X C _D 4. Design Wind Velocity 132 mph X ASD _LRFD End Zone Width: 7 ft 5. Mean Roof Height ' 25 ft Roof Pitch: 5 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings) Zone 1: +241-39 Zone 2: +24/-67 Zone 3: +241-100 Zone 4: +421-46 Zone 5: +42/-57 Garage: NIA 7. Design Loads: Floor: N/A PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: way: PSF Dock: NIA PSF Deck: N/A PSF Stairs: NIA PSF Fence: N/A PSF Railings: NIA PSF 8. Were Shear Walls Considered For Structure? N Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: N/A PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: AA _ l G%� Signature, Date, and Seal Michael A. Lue, P.E. 47520 Print Name M L Engineering, Inc Cert # & Co. Cert Auth. 2030 37th Ave Vero Beach, FL 32960 Company Name & Address Revised 07/25/2014