HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST: LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561-462-1553
DESIGN :CERTIFICATION FOR WIND LOAD COMPLIANCE
r , 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 -family), 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
wails, columns or other'similar component is being effected)•and certain other minor building permits. For further assistance, please contact
the Building Inspection Office'af"462-1553 or462-2172.
PROJECT NAME
V1 ,r�.+2IG jG 07OA 1'h .6-0, ,Z4z-.
OFFICE USE -ONLY
STREET ADDRESS
LMt3l;rGp"IilafJ
PR NUMBER
PERMIT NUMBER
90E)70,gW
OCCP.TYPE
CST. TYPE
CERTIElCATION S:TATEMENT:
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 PROVIDEADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN -PARAMETERS. AND ASSUMPTIONS .USED:.(please check or complete the apmoodte box)
1. STANDARD BUILDING CODE -t997 EDITION ' �; . ASCE 7-95 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: 20 FT 4. WIND SPEED USED IN BUILDING DESIGN: ( O MPH
5. WIND EXPO SURE'CLASSIFICATION (RE,ERTO EXPOSURE.TABLES IN BUILDING,CODE IDENTIFIED IN LINE 01):
6. AVERAGE WIND VELOCITY,PRESSURE ON EXTERIOR FACES OF STRUCTURE: ZilS PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF -STRUCTURE: 4 2 PSF
ti. tMPORTANCEN$E FACTOR 06TAIN FROM'BUILDING.CODE):
9. LOADS: FLOOR bc7 PSF ROOR/DEAD: b PSF ROOFILIVE: 10 PSF
10. WERE SHEAR WALLS CONSIDERED FOR -STRUCTURE (CHECK ONE) YES ` NO If NO, why? (attach
explaination)ji2U G-j'L11Z 1 ) y /S i�2.�=Tt'G� Its El'Ll=
M.-e j3,u1t^ n!!s!s► W% I21 112 PZpt 05,
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 "^ NO If NO, why? (attach
explaination) _
13: MINIMUM SOIL BEARING'PRESSURE: 12-t D00 PSF
AS WITNESSED BY MY.SEAL, h HEREBY CERTIFY THAT THE INFORMATION INCLUDED;WITH 7+iiS-CFRTIFI1CATION
IS TRUE AND CORRECT, O THE BEST"OF MY KNOWLEDGE AND :BELIEF.
NAMEYF4:
CERTIFICATION NO:
_ -_ : [St�'L HERE]
DESIG�htG1INEl 2tl`iG,, rw, DATE: 7, 2.O�' 00 ,
SLCCDV FORM Ni): 020.00