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
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
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.
I, PROJECT NAME
Martin Fowler
OFFICE USE ONLY
STREET ADDRESS
Commerce Park Blvd. & ReservetIMIT
UMBER
Blvd.
PER NUMBER
S t . Lucie County
P.TYPE
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: (please check or complete the approprite box)
1. STANDARD BUILDING CODE 1997 EDITION X ASCE 7-95 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED X PARTIALLY ENCLOSED OPEN BUILDING
' 3. BUILDING HEIGHT: 18 FT 4. WIND SPEED USED IN BUILDING DESIGN: 1 1 0 MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE *1): C
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 70
i. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 1 1 0
S. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1 . 0
9. LOADS: FLOOR 75 PSF ROOFIDEAD: 7 PSF ROOF/LIVE:
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES _ Nf1 1
• explaination) =,1J
_ PSF
_ PSF
30 PSF
why? (attach N / A
V
11i IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YESyXrc�o f ? (a 0 10 explaination)
ARE COMPONENT AND CLADDING DETAILS PROVIDED (cHECKON�T $ �? (attach
e9olaination)
13. MINIMUM SOIL BEARING PRESSURE: 2000 p �A�S C�10;1
AS WITNESSE Y MY S�C)�
HEREBY CERTIFY THAT THE INFOYON INCLUDED WITH THIS CERTIFICATION
IS TRUE AN .ORRECyT;THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: //GCG
DESIGN FIRM:
CERTIFICATION NO:
. , DATE:
#24433
2/27/2001
[SEAL HERE]
SLCCDV FORM NO: 020-00