HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCE:ni - c'--- Planning& Development Services Department �+1"C®
• Building & Code Regulations Division RECEIVED
G
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
SEP / B' 265
Certification for Design Load Compliance
Pursuit Boats - Mill Shop Canopy Addition ��H Y
NED
Project Name: P PY )�
Project Address:
3901 St. Lucie Blvd. Fort Pierce, FL 34946 �1 LucieCounty
Permit #:,5�1-59 04% Occupancy Type: F-1 Construction Type: III-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) P
o Residential Addition in
y
o Any accessory structure requiring a building permit F Lmla-'7
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 2010 Edition with 20 14 Supplements using ASCE 7-10
2.
Structure Designed as (check one):
_Enclosed X 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: 6
ft
5.
Mean Roof Height 25
ft Roof Pitch: 112 :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: +27/-49 Zone 2: +27/-74 Zone 3: +27/-105 Zone 4: +49/-52 Zone 5: +49/-61 Garage: N/A
7. Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: WA 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:
PARTIALL OPEN PRE-ENGINEERED METAL BLDG WITH DIAGONAL ROOF BRACING AND WIND COLUMNS
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Soil BearingPressure• 2000 _ _PSF—_Soil Test--Reports�Submitted?=NO =Yes — -- — --
—-�OESIGBfPROFESSIONALCERTIFIC_ATIONSTATEME_NT: -
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. FL 47520
Print Name Cert # & Co. Cert Auth.
Date, and Seal
M L Engineering, Inc.
2030 37th Ave, Vero Beach, FI 32960
Company Name & Address
Revised 07/25/2014