HomeMy WebLinkAbout96050272 - DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEDEPARTMENT OF COMMUNITY DEVELOPMENT
VA
2300"VIRGINIA AVENUE, ROOM 201 FT. PIERCE, FL. / 34982-5652
407-462-1553
DESIGN CERTIFICATION FOR WIND`S LOAD COMPLIANCE
This Certification is to be completed by the ph }e design "architect or engineer. This Certification must be submitted with all
applications for building permit involving the construction of new residence (single or mufti-famity), 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
S / iU(,L (: _ �j4 /� / L 1-�O /1/l ::OFFICE 335E ::ONLY
STREET ADDRESS E� d -?/n C La g_e.,)oocI P )
Gtr � PR NUMBER
PERMIT NUMBER
` OCCP. TYPE
T. TYPE
rERTIFICATION STATEMENT:
[l 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.
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1.
2' PARTIALLY ENCLOSED
3. BUILDING HEIGHT: G 0 FT 4. WIND SPEED USED IN BUILDING,
b. WIND EXPOSURE CLASSIFICATION (REFER TO BaKMRE TABLES IN Bl]LEXNG CODE mENTTFIED w LINE t1):
BUILDING CODE EDmo (YPJ USED m 7T SBCCI
BUILDING DESIGN IS (CHECK ONt7 ENCLOSED �
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
8. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING. CODE): %e" 0
9. LOADS: FLOOR PSF ROOFIDEAD: I % PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK oNE) YES !�
explanation)
ASCE 7-88 OTHER (SPECIFY)
OPEN BUILDING
DESIGN: 0 MPH
CGi9 S i7� L
0,5 PSF
S PSF
ROOF/LIVE 3 v PSF
NO If NO, why? (attach
11. ` IS A CONTINUOUS LOAD PATH PROVIDED (CHECK oW YES NO
explanation)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED "(cHEcK ow) YES NO
explanation)
.13. MINIMUM SOIL BEARING PRESSURE PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION
CERTIFICATION IS TRUE. AND CORRdECT, TO THE BEST OF MY KNOWLEDGE AND
��
NAME: 6 /���y � �hv , CERTIFICATION NO: - j'b � 3 S 1
DESIGN FIRM: DATE: 5'mg9 C
tf NO, why? (attach
tf NO, why? (attach
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or N0.46635
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