HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATIONST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
INIA AVENUE
d ,CONTRACTOR
� ■ MP,
FL. 34982-5652
+ • 62-1553
:, \kU.—MA—Voloor 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
i walls; columns or other similar component is being effected) -and certain otherminor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
PROJECT
STREET
�Lor-M 1I 1UN a -I A I 1=1VIMN I :
PR NUMBER
PERMIT NUMBER
OCCP. TYPE
CST.TYPE
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
CUkR,1ENT Y ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL. ELEMENTS
DEPICTIED�ON. THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES. SPECIFIED
BY CURRENT CODE PROVISIONS-.
Ur
01UN rAKAMt 1 r-Kb ANU ASSUMF' I IUNS USED' (please check or complete the approprite box)
1. STANDARD BUILDING CODE 1997 EDITION 97 ASCE 7-95 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE). ENCLOSED tl PARTIALLY ENCLOSED OPEN BUILDING
.3. BUILDING HEIGHT: i�' U FT . 4. WIND SPEED USED IN,BUILDING DESIGN: G 0 MPH
S. WIND
EXPOSURE Q4SSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED INLINE #1): C01 s T/f �-
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): %y
9. LOADS: FLOOR PSF ROOF/DEAD: / % PSF ' " .,ROOF/LIVE: C� PS
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE)' YES O If NO',. why? (attach
explaination)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) .. YES _V .. :• NO If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED.(CHECK ON YES' NIJ4 NO If NO, why? (attach
explaination) i
13. MINI UM SOIL BEARING PRESSURE:O Ui' "I ,PSF
AS WITNESSED BY MY SEA4, 1 HEREBY CERTIFY THAT THE INFORMATION- INCLUDED WITHTIFfGo�
IS TRUE AND CORRECT, TO THE BnEST OF MY.KNOWLEDGE1A'I D BBELIEF, :. � 1 1
NAME: W T�%V\ 1�/19Pl �f/(/1
CERTIFICATION No:-.;(D T-
/�+. ��-'fin✓
DESIGN FIRM: DATE: ! •. � _. vF RHo=nzaoo
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