HomeMy WebLinkAboutCERTICATION FOR DESIGN LOADS CALCULATIONS.0•
Planning & Development Services Department
Building & Code Regulations Division
REC N - - �9futi m, ginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
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Certification for Design Load Compliance
V020
lect ame: averick Boat Group
Project Address: 4551 St Lucie Blvd, Fort Pierce, Florida
Permit #: al.. 0,7 9' Occupancy Type: F-1 Mauf. Construction Type: I-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 IrLvolviUfollowing:
o New Residences (single or multi -family) o Residential Additionc"`-. ICY
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)
Buildin Sixth 17
1. DESIGN CODE: Florida g Code#ftl�r Edition with 20 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: 12 ft
5. Mean Roof Height 35 ft Roof Pitch: 1 :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: +16/-40 Zone 2: +16/-67 Zone 3: +16/-101 Zone 4: +40/-44 Zone 5: +40/-54 Garage: n/a
7. Design Loads: Floor: as plan PSF Roof/Dead: as plan 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? Yes X Not Applicable Explain Why Not:
PRE-ENGR'D METAL BLDG USES VERT AND HORIZ WALL AND ROOF BRACING
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
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:
v Michael Lue, P.E. 47520
Print Name Cert # & Co. Cert Auth.
M L Engineering, Inc
Signature, Date, and Seal
Revised 07%25/2014
2030 37th Ave, Vero Beach, FI 32960
Company Name & Address