HomeMy WebLinkAboutDesign Certification for Wind load ComplianceST. 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 mufti -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:
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)
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1. BUILDING CODE EDITION USED (YEAR) 9"c� SBCCI ASCE 7,-SC . OTHER (SPECIFY)
2. BUILDING DESIGN IS (arc K oW ENCLOSED PARTIALLY ENCLOSED ✓ OPEN BUILDING t/
3. BUILDING HEIGHT. LP FT 4. WIND SPEED USED IN BUILDING DESIGN: I I✓C�' MPH
5. WIND EXPOSURE .CLASSIFICATION (REFER TO EVosuRE TABLES IN BUILDING CODE IDENMED IN we s1):
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE
7.. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE
8. IMPORTANCEIUSE FACTOR (OBTAIN FROM BALDING CODE): I • G P
9. LOADS: FLOOR W/-\ PSF ROOFIDEAD: TC/A PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (G1Em oW YES
explanation)
11. IS A CONTINUOUS LOAD PATH PROVIDED ((>IEcK opM YES
explanation)
G
Z�• rI PSF
PSF.
ROOF/LNE: 14 A PSF
NO ✓ tl NO, why? (attach
NO If NO, why? (attach
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (O ECI( OW YES NO H NO, why? (attach
explanation)
13. MINIMUM SOIL BEARING PRESSURE �7 e?'o-o o PSF
AS WITNESSED Y MY' S I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION I E , O CT, TO THE ST OF MY KNOWLEDGE AND BELIEF.
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^NAM ERTIFICATION NO:
�I;sts� Gt21 ,(Gb}r t� UZS [SEAL HERE]
DESIGN FIRM: DATE:
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