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Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCE (2)F" Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 SCANNED Certification for Design Load Compliance BY Project Name: Family Dollar Project Address: 3214 Avenue D, Fort Pierce, Florida St. Lucie Countv Permit#: Occupancy Type: Mercantile Construction Type: ll_B 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 2014 Code Fifth Edition with 20 2016 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 160 mph X ASD _LRFD End Zone Width: 7.5 ft 5. Mean Roof Height 16 ft Roof Pitch: 1/2 :12 Parapet: 24.5 ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: +14,-34 Zone 2: +32,-59 Zone 3: +59,-55 zone 4:+32,-35 Zone 5:+32,-43 Garage: n/a 7. Design Loads: Floor: 100 PSF Roof/Dead: 3 PSF Roof/Live: 20 Balcony: mz 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? _Yes x Not Applicable Explain Why Not: Metal Building System, no load bearing walls. 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not 10. Design Soil Bearing Pressure: 2,500 PSF Soil Test Reports Submitted? x 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 a� uctural elements depicted on these plans provide adequate resistance to the design forces s ad:OF_F�n_ Guy F. Faber AR0015323 Print Name Cert # & Co. Cert Auth. FWH Architects, Inc. 3336 Grand Boulevard, Suite 201, Holiday, FL 34690 Company Name & Address Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: Family Dollar Project Address: 3214 Avenue D, Fort Pierce, Florida Permit#: Occupancy Type: Mercantile Construction Type:1111=B 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 2014 Code Fifth Edition with 20 2016 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 160 mph X ASO LRFD End Zone Width: 7.5 ft 5. Mean Roof Height 16 ft Roof Pitch: 1/2 :12 Parapet: 24.5 ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: +14,-34 Zone 2: +32,-59 Zone 3: +59,-55 Zone 4: +32,-35 Zone 5: +32,-43 Garage: n/a 7. Design Loads: Floor: 100 PSF Roof/Dead: 3 PSF Roof/Live: 20 Balcony: rda 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? _Yes X Not Applicable Explain Why Not: Metal Building System, no load bearing walls. 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2,500 PSF Sail Test Reports Submitted? x 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 a at structural elements depicted on these plans provide adequate resistance to the design forces No FL® �P(, . - -- - - - ��® Guy F. Faber AR0015323 C2 . Print Name Cert # & Co. Cert Auth. o FWH Architects, Inc. Signaxure, 21al a 3336 Grand Boulevard, Suite 201, Holiday, FL 34690 ��A�• ° Company Name & Address 0 Revi Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: Family Dollar Project Address: 3214 Avenue D, Fort Pierce, Florida Permit#: Occupancy Type: Mercantile Construction Type:ll-B 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 2014 Code Fifth Edition with 20 2016 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 160 mph X ASD _LRFD End Zone Width: 7.5 ft 5. Mean Roof Height 16 ft Roof Pitch: 1/2 :12 Parapet: 24.5 ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: +14,-34 Zone 2: +32,-59 Zone 3: +59,-55 Zone 4: +32,-35 Zone 5: +32,43 Garage: n/a 7. Design Loads: Floor: 100 PSF Roof/Dead: 3 PSF Roof/Live: 20 Balcony: Na 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? _Yes x Not Applicable Explain Why Not: Metal Building System, no load bearing walls. 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not 10. Design Soil Bearing Pressure: 2.500 PSF Soil Test Reports Submitted? x 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. 1 m,,Ce. of t�.` ctural elements depicted on these plans provide adequate resistance to the design 0 forces 'ci to 1r, FLO , r? ?rat Guy F. Faber ARO015323 FgBPrint Name Cert # & Co. Cent Auth. FWH Architects, Inc. sig tU' e ,G) 3336 Grand Boulevard, Suite 201, Holiday, FL 34690 `lf� .yam Company Name & Address