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 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.
PROJECT NAME i-I?M-chu rWsn&4 14 krfevnow
OFFlCE.USE.ONLY .>
STREET ADDRESS SZ,0& %ENIt1Z. MU S* G^9 PR NUMBER
O Q'r ��� 1� OiLI n 34q 2 PERMIT NUMBER �0 0
OCCP. TYPE
CST.TYPE
CERTIFICATION STATEMENT:
CERTIFY THAT, TO THE BEST OF MY KNOWLED F jU PLA ANDSPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURALPON 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 snmmp.Ne hnv\
1.
STANDARD BUILDING CODE 1997 EDITION I✓ ASCE 7-95 OTHER (SPECIFY)
2.
BUILDING DESIGN IS (CHECK ONE) ENCLOSED ✓ PARTIALLY ENCLOSED
OPEN BUILDING
3.
BUILDING HEIGHT. I o FT 4. WIND SPEED USED IN BUILDING
DESIGN: 110 MPH
5.
WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01):
`'
N A
6.
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:_
PSF
7.
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:_
PSF
a.
IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): I •o
9.
LOADS: FLOOR 101C> PSF ROOFIDEAD: d PSF ROOF/LIVE: 2O PSF
10. WE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO
explaination) a- F: (41 4 F I,IZErv, W1 P, rA L fi 'Vel
V If NO, why? (attach
11.
tl OPIZA L� F tt-A 14
IS A CONTINUOINUOUS LOAD PATH PROVIDED NE) ✓
(CHECK YES NO If NO,
why? (attach oyplaination)
12. •
• ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO
If NO, `why? (attach
explaination)
13. MINIMUM SOIL BEARING PRESSURE: �oo0 � 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.
NAME: CERTIFICATION NO: 4i S2v
DESIGNS E]
FI M: M (-- 'EN4 INE p9..IN/+► T-r�lt-, [
DATE: s1. ) p pf - HER
SLCCDV FORM NO.020-M