HomeMy WebLinkAboutDesign Certification for Windload ComplianceST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification -is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring
a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
watts, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
Martin Fowler
OFFICE USE ONLY
STREET ADDRESS
Commerce Park Blvd. & Reserve
ffPRNUMBEER
Blvd.
UMBER
St. Lucie County
OCCP.TYPE
CST. TYPE
CERTIFICATION STATEMENT:
CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION 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 WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or Complete the aDDroorite box)
1. STANDARD BUILDING CODE 1997 EDITION X ASCE 7-95 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ' ENCLOSED X PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: 18 FT 4. WIND SPEED USED IN BUILDING DESIGN: 1 1 0 MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 81): C
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 70 PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 1 1 0 PSF
6. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1 . 0
9. LOADS: FLOOR 75 PSF ROOFIDEAD: 7 PSF ROOF/LIVE: 30 PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES _ NO X If NO, why? (attach N / A
explaination)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES X NO _ If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES X NO If NO, why? (attach
explaination)
13. MINIMUM SOIL BEARING PRESSURE: 2000 PSF ST. LIJCIE COL.�1 Tl' BiJILDIN
G DIMSIIO
AS, WITNESS BY MY S H REBY CERTIFY THAT THE INFORMAT f4iiil l > RTIFIC ION
IS TRUE A CORREC T T BEST OF MY KNOWLEDGE AND BEL WED I3Y
' TE r.
NAME CERTIFICATION NO: #24433 I''S .1ND PERMIT A1UST BE KEPT ON�TOB
O-INSPECTION WILL I5gA E]
DESIGN FIRM: D F c„ DATE: 2/27/2001
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