HomeMy WebLinkAboutDESIGN CERTIFICATION - WIND LOAD COMPLIANCEST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34962-5652'
561-462-1553 Cgjy
4CDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE�``�� ��®
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with aallll %lications
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 PR AW 0 Y BR.o S Go NS ? ,OFFICE USE ONLY
STREETADDRESS NLLDW/+Y Raa.D PRNUMBER
PERMIT NUMBER qk3 0
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■ 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
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.
1. STANDARD BUILDING CODE 1997 EDITION 'A ASCE 7-95 _ OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED X PARTIALLY ENCLOSED _ OPEN BUILDING _
3. BUILDING HEIGHT: Ito— FT 4. WIND SPEED USED IN BUILDING DESIGN: I Lo MPH
6. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01): LbP 40A.5ZA; t-
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES CF'STRUCTURE: 3' PSF
B. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODE):� 1,0
9. LOADS: FLOOR 5b PSF ROOFIDEAD: I 215• ��' PSF ROOFILIVE: 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 -2L— NO_ If NO, why? (attach
explaination)
13. MINIMUM SOIL BEARING PRESSURE: 2 00 o PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS �ERTIFICf\TION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. ����
NAME:( %'tP,12,�TCY V10a- 00-0 CERTIFICATION NO: b'ir 6232j /
DESIGN FIRM: DATE: I
5 CCDV FORM NO: 020d0