HomeMy WebLinkAboutCertification for Design Load CompliancePlanning & Development Services Department
® Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Project Name;
Certification for Design Load Compliance
FERSCH RESIDENCE
Project Address: 4820 SOUTHWINDS TRAIL, FORT PIERCE, FL
Permit #: Occupancy Type: RESIDENTIAL Construction Type: N/A
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 FBC 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 160 mph ASD X LRFD End Zone Width: 4 ft
5. Mean Roof Height 15 ft Roof Pitch: 6 :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: +19/-31 Zone 2: +19/-53 Zone 3: +19/-70 Zone 4: +34/-36 Zone 5: +34/-45 Garage: N/A
7. Design Loads: Floor: NSA PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: N/A 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: 2,000 PSF Soil Test Reports Submitted? NO 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
ments depicted on these plans provide adequate resistance to the design
Michael Lue, P.E. PE 47520 CA 8662
Print Name Cert # & Co. Cert Auth.
M L Engineering, Inc.
2030 37th Ave, Vero Beach, FI 32960
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: FERSCH RESIDENCE
Project Address: 4820 SOUTHWINDS TRAIL, FORT PIERCE, FL
Permit #: Occupancy Type: RESIDENTIAL Construction Type: N/A
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 FBC 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 160 mph ASD X LRFD End Zone Width: 4 ft
5. Mean Roof Height 15 ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
AF Zone 1: +19/-31 Zone 2: +19/-53 Zone 3: +19/-70 Zone 4: +34/-36 Zone 5: +34/-45 Garage: N/A
7. Design Loads: Floor: NSA PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: NIA 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: 2,000 PSF Soil Test Reports Submitted? NO 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
ements depicted on these plans provide adequate resistance to the design
Michael Lue, P.E.
Print Name
M L Engineering, Inc.
PE 47520 CA 8662
Cert # & Co. Cert Auth.
2030 37th Ave, Vero Beach, FI 32960 '
Company Name & Address