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ST. LUCIE COUNTY PUBLIC WORKS
L BUILDING & ZONING DEPARTMENT
_ 2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561-462-1553
OP DESIGN CERTIFICATION FOR WIND, LOAD COMPLIANCE .
)n is to be completed by the project design architect or engineer. This Certification must be submitted`with all applications
mit involving the construction of new residence (single or multi-family)';:residential additidn,:any,accessory structure requiring
nit,.and any nonresidential structure. This Certification shall not apply to interior,renovations:(pr'ovided that no structural
or other similarcomponent is being effected) and certain other minor building permits. For further assistance, please, contact
spection Office'atA62-1553 or 462-2172.
CERTIFICATION STA EMENT:
CERTIFYI 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 FLANS: PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT" CODE PROVISIONS.
uteri-vry rRrtAMt I Eq5 AND ASSUMPTIONS USED: (please check or comoiete the aooroorite box)
1. STANDARD BUILDING CODE 1997 EDITION 9 % ASCE 7-95 OTHER (SPECIFY)
2. BUIL15ING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED' _ OPEN BUILDING
3. BUILDING HEIGHT: J S FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH
WINDI EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE #1): 60745 7-1%" L .
& AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
I ii i
i� PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3 5 PSF
8. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 40
9. LOADS: FLOOR PSF ROOF/DEAD: -- PSF ROOF/LIVE: PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES ✓ NO_ If NO, why? (attach
explaination)
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: �O U PSF _
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH ON
1%I, ON
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. / �` �i IC��
NAME: W/� LI ►�(�\ ��{�-Pl sill /q CERTIFICATION NO: `e1 6 6 �s 1
DESIGN FIRM: DATE: =-9-TATE