HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATION., 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 mufti -family), residential addition, any accessory
structure requinrn a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided
that no structural Iwalls, columns or other similar component is being effected) and certain other minor building permits. For further
assistance, please contact the Budding Inspection Office at 462-1553 or 462-2172.
II PROJECT NAME I 1%�!� L.. ::,::;:::OFFICE:a1SE' ONLY
PR NUMBER
PERMIT NUMBER
OCCP.TYPE
CST. T :'PE
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. ;
1. BUILDING1 CODE. EDITION USED (tteAM SBCCI ASCE 7-W OTHER (SPECIFY)
?. BUILDING DESIGN IS (CHECK Orel ENCLOSED (/ PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING! HEIGHT: 41 FT 4. WIND SPEED USED IN BUILDING DESIGN: % U MPH
5. WIND EXPOSURE CLASSIFICATION 1tWEIR ro MCPOWtE TABIM IN BIDING CODE McMFMD IN UNE s1): �i a
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE PSF
7.. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE S PSF
IMPORTANCEALJSE FACTOR (OBTAIN FROM BUILDING COOS:
9. LOADS: FLOOR PSF ROOFIDEAD: / PSF ROOFAIVE: 3 PSF
10.. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE! YES NO If NO, why? (attach
explanati0q)
11. IS A COONUOUS LOAD PATH PROVIDED (c* EEcK oM YES NO If NO, why? (attach
explanation)
12 ARE COMPONENT AND CLADDING DETAILS PROVIDED g*ECK oW YES NO MNO- (attach
13. MINIMUM SOIL BEARING PRESSURE. y v PSF i IF
AS WITNESSE® BY MY SEAL I HEREBY CERTIFY THAT THE INFORMATION -C � '` ` - "
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND B F. TTOES I
NAME C i��� 2) P//'I CERTIFICATION NO:��
IsERE];�r %
DESIGN FIRM: DATE:
caosam