HomeMy WebLinkAboutDesign Certification for Wind Load Compliance`f 1.4ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
• • 2300 VIRGINIA AVENUE, ROOM 201
F FT. PIERCE, FL. 34982-5652,
407-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
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This Certification is to be completed by the project design architect or engineer. This Certification must be submitted wnh an
applications for building permit involving the construction of new residence (single or mufti-fam'ity), 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 furinc•r
assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME �^
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�_/ � �7% •�� FFlCE�USE'ONLY�"" �•..
STREET ADDRESS i
PR NUMBER
PERMIT NUMBER
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: (dlease check or complete the appropriate box)
BUILDING CODE EDITION USED (vFAM SBCCI ASCE 7-88 OTHER (SPECIFY)
?. BUILDING DESIGN IS (CMCK ONE) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGNMPH
311•
WINO EXPOSURE CLASSIFICATION (REFER TO ExPOS', =TABLES IN BUILDING CODE IDENTIFlED IN UNE 01):
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
i
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
IMPORTANCE/USE FACTOR (OBTAIN FROM MI.DING COM 40
LOADS: FLOOR PSF ROOFIDEAD: PSF
WERE SHEAR WALLS CONSIDWD FOR STRUCTURE (p*cK ONE) YES
explanation)
IS A CONTINUOUS LOAD PATH PROVIDED (c HEcK'oNq YES
explanation)
Z S T PSF
3S T PSF
/i/;f ROOFILNE: PSF
NO ✓ 1114 If NO, why? (attach
NO ` ;V / If NO, why? (attach
ARE COMPONENT AND CLADDING DETAILS PROVIDED (piECK ONE) YES explanation) NO V� if N0, why? (attach
13. MINIMUM SOIL BEARING PRESSURE PSF
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AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INC LU D TH- THIS
CERTIFICATION TRUE AND COnRRECTlS TO THE BEST OF MY KNOWLEDGE AND BELI
• . ✓cam her -
NAME: J CERTIFICATION NO: 3 3 Z(3 (JV
DESIGN FIRM: C 0-5 %q r3c✓E DATE�-V. 9 S SEA��