HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE,. ROOM 201
• ,tFT. 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-farnity), 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 budding permits. For further
assistance, please cbntact the Building: Inspection Office at 462-1553 or 462-2172. `
CERTIFICATION STATEMENT:
r'-(Limited'to -components related to the additions onlyas indicated on plans)
-' CERTIFY THAT, .TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
VE BEEN DESIGNED -TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE -BUILDING CODES.
URRENTLY ADOPTED AND ENFORCED BY ST_ LUCIE' COUNTY. P' 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 97 SBCCI ASCE 7-88 OTHER (SPECIFY)
2- BUILDING DESIGN IS (CHECK ONE) ENCLOSED X PARTIALLY ENCLOSED OPEN BUILDING
3- BUILDING HEIGHT.. - • 25 FT4. WIND SPEED USED IN BUILDING DESIGN: .1 1 0 MPH
5. WIND EXPOSURE. CLASSIFICATION (REFER -TO EXPOSURE TABLES IN BUILDING CODE IDENnRED IN LINE a,): N/A?
.6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:, 3 1 3 PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 35 PSF
s. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE); 1
2- LOADS: FLOOR _ 1 0 0 PSF ROOFIDEAD:. 8 PSF RODFILIVE- 2 0 .' PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO- X tf NO, why? (attach
explanation) Moment rigid frames & diagonal bracing. provided. in metal-bldg.
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES X NO If NO, why? (attach
explanation)
12- ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES X NO If NO, why? (attach
explanation)
13. MINIMU S B ING RES. E: 2 0 0 0- PSF
AS WITNE BY M REBY .'CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTFFI T O U ECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME CERTIFICATION NO: 22326
Mandy osby, . E • [SEAL_ HERE]
DESIGN FIRM: Mosby. & Associates DATE:' 8-1.1 -98 -
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