HomeMy WebLinkAboutDesign Certification For Wind Load ComplianceST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561-462-1553
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 appl
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure r(
a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no st
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance,
contact the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
f2w Gwca— ` Ci WNW. 60 - IW.
OFFICE USE ONLY
STREET ADDRESS
12rZCZ2 ItJOUSTIC(AL 2
PR NUMBER
PERMIT NUMBER
OCCP.TYPE
CST.TYPE
,a
y' CERTIFICATION STATEMENT:
, I 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
`tY CURRENT CODE PROVISIONS.
1. BUILDING CODE EDITION USED (YEAR) SBCCI ASCE 7-88 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED � PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: �. lip FT 4. WIND SPEED USED IN BUILDING DESIGN: 1112 MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE #1):
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF /
8. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): [ ' 0
9. LOADS: FLOOR �_ PSF ROOF/DEAD: PSF ROOF/LIVE: ! 6 PSF .
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO IfNO, why? .(attach
explaination) ( W'Yb P M j,P VY SUILW, VUN . 4)
' 11. IS A CONTINUOUS LOAD'PATH PROVIDED (CHECK ONE) YES NO If NO, why? (attach
explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES X NO If NO, why? (attach
explaination) /�
13. MINIMUM SOIL BEARING PRESSURE: 215Z0 PSF
.AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. i Q�C4z
--�NAME: ���""'"'" t y CERTIFICATION NO: �2
q C� [SEAL HERE]
DESIGN FIRM: DATE: `
SLCCDV FORM NO: 020-00