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Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEJ r_ Planning & Development Services Department o i3 Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 4fi Certification for Design Load Compliance Project Name: �(fftr r ction 1 - Building 1 (Structural Repairs) Project Addh wd, Outh Lakeview Circle Fort Pierce, FL 34949 Permit #: Upfy 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 ormulti-family) COPY o Residential AdditionI LEo Any accessory structure requiring a building permit Ll� � , _, 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 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 Zones: +42/-57 Garage: N/A 7. Design Loads: Floor: NIA PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: ON* 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: 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: Michael A. Lue, P.E. 47520 Print Name Cert # & Co. Cert Auth. M L Engineering, Inc ignature, Date, and Seal 2030 37th Ave Vero Beach, FL 32960 Company Name & Address Revised 07/25/2014 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462-1553 Certification for Design Load Compliance jU NNED SY Project Name: The Sands Section 1 - Building 1 (Structural Repairs) 3i. CuCiP rnlint, Project Address: 3206 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 10sgft @ 15'MRH, clearly label on all plan openings): Zonal: +24I-39 Zone 2: '241-67 Zone 3: *24/-100 Zone 4: +42/46 Zones: +42/-57 Garage: N/A 7. Design Loads: Floor: NIA PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: soamO 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 WV/L, I— — ignature, Date, 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 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553)UANNED BY Certification for Design Load Compliance + I I Iria Cpunl l Project Name: Sands I Condominium - Concrete Restoration Project Address: 3206 South Lakeview Circle (Building 1), Fort Pierce, Florida Permit #: 1704-0509 Occupancy Type: R-2 Construction Type: VB • 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 S. 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/-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 sheamalls; No changes to shearwalls. 9. Is 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: I, WLA /////// Rodolfo Villamizar, P.E. 61000 & SI #7021620 �i. 'Print Name Cert # & Co. Cent Auth. iigj tGi4, D\Kar#Seal W = i StP Q' C9 Revis'A W. 2014=LOR�O MBV Engineering, Inc. 1835 20th Street, Vero Beach, FL 32960 Company Name & Address