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_ Planning&Development Services Department �CF���D APB
e Building&Code Regulations Division 0 7Z'g17
-- 2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553
Certification for Design Load Compliance
Project Name: Dale Martucci
Project Address: 4911 Paleo Pines Circle, Fort Pierce, FL 34951
Permit#: 1703-0101 Occupancy Type: U Construction Type:V-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)
Residential 14
- 1. DESIGN CODE: Florida Code Fifth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as(check one): X Enclosed Partially Enclosed Open
3. Risk Category: X 1 II III IV Exposure Category: B X C D
4. Design Wind Velocity 155 mph ASD X LRFD End Zone Width: 3 ft
5. Mean Roof Height 9-91 ft Roof Pitch: 5 &29 :12 Parapet: ft
6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings):
Zone 1:29 Zone 2: 50 Zone 3: 74 Zone 4:34 Zone 5:42 Garage:
7. Design Loads: Floor: 50 PSF Roof/Dead: 10 PSF Roof/Live: 20 Balcony: PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: 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:
E 10. Design Soil Bearing PressurIATION
00 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTI STATEMENT:
I certify that, to the be of knowledge and belief, the attached plans &specifications have been designed to
comply wit he ap i bl tructural portions of the building codes currently adopted and enforced by St. Lucie
County. I I o ce tha structural elements depicted-on these plans provide adequate resistance to the design
forces sp i ied: - k
\\`\ Nol If t /1 Richard J.Wills 76835
Print Name = Cert#&Co.Cert Auth.
SF•%���� Tuff Shed, Inc.
S+�natu ,Da e,Jrd Seal = 1777 S. Harrison St., Ste. 600, Denver, CO 80210
Company Name&Address
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