HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceI
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
• - 2300 VIRGINIA AVENUE, ROOM 201
.<` FT. PIERCE, FL. 34982-5652
407-462-1553
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 walls, 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. `
CERTIFICATION STATEMENT:
1 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 appropriate box)
1. BUILDING CODE EDITION USED- (YEAR) 19 9 7 SBCCI ASCE 7-88 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED X PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: 1 7 FT 4.. WIND SPEED USED IN BUILDING DESIGN: 10 0 MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01): N/A
.6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 31.3. PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3 S PSF
8. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1 .0
9. LOADS: FLOOR 100 PSF ROOFIDt AD: 8 PSF ROOFA.IVE: 20 PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK Off YES NO X If NO, why? (attach
explanation) Moment:,.ri.gsd frames & diagonal bracing .provided in metal
building.
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES X NO If NO, why? (attach
explanation)
jr 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK oNE) YES X NO If NO, why? (attach
explanation)
13. MINIMUM SOIL BEARING PRESSURE: 2000 PSF
AS WITNESSED BY MY SEAL, I HEREBY. CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTFFVTIO I RUE D C RECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF:
NAME: CERTIFICATION NO: 47520
lichael Lue [SEAL HERE]
DESIGN FIRM: Mosby & Assoc. , Inc DATE: 6/1.7/98
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