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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 Certification for Design Load Compliance Project Name: Sands I Condominium - Concrete Restoration Project Address: 3218 South Lakeview Circle (Building 7), Fort Pierce, Florida Permit#: 1704-0520 Occupancy Type: R-2 Construction Type:VB SCANNEL BY St. LuclP r,- • 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. (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 an 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: +26/-41 Zone 2: +26/-71 Zone 3: +261-105 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: NIA 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: viLLA/O/2%// Rodolfo Villamizar, P.E. 61000 & SI #7021620 v N S F '•,;9,p ii/ Print Name Cent # & Co. Cert Auth. 0. A000 * ; MBV Engineering, Inc. Signature, i�te, and eal 1EOF %_ 1835 20th Street, Vero Beach, FL 32960 TP j�Ct FLOFt��P �� Company Name & Address Revised 07/25/2dYq�Fs3iON Planning & Development Services Department Building &Code Regulations Division Q. 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: The Sands Section 1 - Building 7 (Structural Repairs) Project Address: 3218 South Lakeview Circle Permit #: Fort Pierce, FL 34949 Type: R-2 Construction Type: 1I 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 "OP" I o Any accessory structure requiring a building permit F L E Cq 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 ASO _LRFD End Zone Width: • 7 ft S. 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: +24/-39 Zone 2: +241-67 Zone 3: *241-100 Zone 4: +42/46 Zone 5: +42/-57 Garage: N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: pow-: 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 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: Michael A. Lue, P.E. 47520 signature, , and Seal_ Print Name Cert # & Co. Cert Auth. M L Engineering, Inc 2030 37th Ave Vero Beach, FL 32960 Company Name & Address Revised 07/25/2014 T Planning & Development Services"- . artment Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 SCANNED Certification for Design Load Compliance BY The Sands Section 1 - Building 7 (Structural Repairs) St. Lucie C0unt4/ Project Name: g P Project Address: 3218 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 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: +24/-39 Zone 2: +241-67 Zone 3: +24/-100 Zone 4: +42/-46 Zone 5: +42/-57 Garage: N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: 6OW-) 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 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: Michael A. Lue, P.E. 47520 Signature, Date, and Seal Print Name M L Engineering, Inc Cert # & Co. Cert Auth. 2030 37th Ave Vero Beach, FL 32960 Company Name &Address Revised 07/25/2014