HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATIONST. LUCIE COUNTY J'0111
DEPARTMENT OF GOMMUNITY 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 multifamily), residential addition, any accessory
structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided
that no strudural 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.
PROJECT NAME °„ <i
STREET ADDRESS PR NUMBER
PERMIT NUMBER
OCCP. TYPE
CST_ TYPE
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO Ti-iE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OFTHE 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.
d DESIGN PARAMETERS AND ASSUMPTIONS USED: (pleasa c!>et or completa the appropriate box)
1. BUILDING CODE EDITION USED (YEAR) a SBCCI ASCE 7-88 OTHER (SPECIFY)
11.
BUILD114G DESIGN IS (CHECK ONE) ENCLOSED J PARTIALLY ENCLOSED OPEN BUILDING !
6U1I,DING HEIGHP. L z s�}(i�2 FT 4. VIAND SPEED USED IN BUILDING DESIGN: MPH
WIND EXPOSURE CLASSIFICATION (RERR TO EXPOS RIE TABLES IN au-ciING cME IDENMM IN UNE #1): 1-6,4 5
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Z 5 PSF
PEAK WIND VELOCITY PRESSURE ON EXIER10R FACES OF STRUCTURE: 1�5 S PSF
IMPORTANCEUSE FACTOR (0gnWN FROM aufLDiNG COOS;
LOADS: FLOOR PSF ROOFIDEAD: 1-7 PSF ROOF/LIVE: 3 P5F
WEREr SHEAR WALLS CONSIDERED FOR STRUCTURE (cmEcK 0#,e) • YE$ "' NO If NO, why? (attach
IS A CONTINUOUS LOAD PATH PROVIDED (CHECK, okte) YES NO tf NO, why? (attach
explanation) �""
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK o"t YES NO If NO, whY7 (attach
expra (nation)
13. MININ UM SOIL BEARING PRESSURE: Su'V PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION' INCLUDE_ D;.:— TH ° THIS
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND 13ELI1E
NAME: _ /4'� TLl�/ /,A/� CERTIFICATION NO: jJ
HER
DESIGN FIRM: DATE
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