The URL can be used to link to this page

Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services ,cpartment 'I Building & Code Regulations Division y I.'L- i L41,L1.i�,a 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance ovruVNED Project Name: The Sands Section 1 - Building 5 (Structural Repairs) BY . Lucie countv Project Address: 3216 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 ASO _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: +2409 Zone 2: +241-67 Zone 3: +24t-100 Zone 4: +42146 Zone 5: +421-57 Garage: N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: BOW-) 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 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 OUAINNEb BY Certification for Design Load Compliance �f ( 116,3Cnjinh, Project Name: Sands I Condominium - Concrete Restoration Project Address: 3216 South Lakeview Circle (Building 5), Fort Pierce, Florida Permit #: 1704-0515 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: +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 sheanwalls; No changes to sheanvalls. 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not 10. Design Soil Bearing Pressure: WA PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify t%\b�e fs Y/p� knowledge and belief, the attached plans & specifications have been designed to Comply�viti �leFa�' {E :a uf�ral portions of the building codes currently adopted and enforced by St. Lucie Count' to tc certify th U�tYu�t, tr�L elements depicted on these plans provide adequate resistance to the design forcessV ffieclNo. 61000 `13 UTE Rodolfo Villamizar, P.E. 61000 & SI #7021620 OF ,�Print Name Cert # & Co. Cert Auth. 10 4 -�� MBV Engineering, Inc. Signature, a/f@ pr� �100' 1835 20th Street, Vero Beach, FL 32960 Company Name & Address Revised 07/25/2014 fth Planning & Development Services Department IV Building & Code Regulations Division 2300Virginia Avenue, Fort Pierce, FL 34982 — (772)"WkL BY Certification for Design Load Complianc�t- I_1,16A f'nnnfi Project Name: The Sands Section 1 - Building 5 (Structural Repairs) Project Address: 3216 South Lakeview Circle Fort Pierce, FL 34949 Permit#: Occupancy Type: R-2 Construction Type: 11 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) o Residential Addition 10 o Any accessory structure requiring a building permit F I L h C 0 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: +24/-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: W(U.) 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 Sig ature, Date, and Seal Print Name M L Engineering, Inc Cert # & Co. Cert Auth. 2030 37th Ave Vero Beach, FL 32960 Company Name & Address x- Revised 07/25/2014