HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATION• ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
. •' 2300 VIRGINIA AVENUE. ROOM 201
FT. PIERCE, FL 34982 5652
R 407-462-1553
DESIGN gERTIFICATION FOR WIND LOAD COMPLIANCE
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This Certificaton is to be completed by the project design architect or engineer. This Certification must be submitted with all
applications for b building permit involving the construction of new residence (single or multi -family), residential add-ttion. any accessory
structure requiring a budding 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 budding permits. For hirther
assistance, please contact the Budding. Inspection Office at 462-ISM or 462 2172.
CERTIFICATION STATEMENT:
1 CERTIFY TFIAT, 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_. BUILDING CODE EDITION USED OEM
SBCCI
ASCE 7-W
OTHER (SPECIFY)
2 BUILDING II DESIGN IS MHEM off ENCLOSED
r/
PARTIALLY ENCLOSED
OPEN BUILDING
3. BUILDING HEIGHT- FT 4. WIND SPEED USED IN BUILDING DESIGN: o MPH
_s. WIND EXPOSURE CLASSIFICATION I MFM To EMosurtrz Tag w ceoE memFrm tH ore: #II:
6_. AVERAGE I WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE ZS PSF
7.. PEAK WIND VELOCITY PRESSURE ON. EXTERIOR FACES OF STRUCTURE PSF
8. 80PORTANCEIUSE FACTOR (OHTIVN FROM SUMM G copal: /10
9. LOADS: FLOOR PSF ROOFIDEAD: / % PSF ROOFAJVE -3 O PSF
IOt! , WERE SHEAR WALLS CONSIDERED FOR STRUCTURE me= mom YES I-- NO If NO. why? (attach
eocpiarrabon) �
11r: IS A CONTINUOUS LOAD PATH PROVIDED (Greco cW YES NO It NO, why? (attach
expianatiw)i
12 ARE COMPONENT AND CLADDING DETAILS PROVIDED M Ecu cM YES NO ` - 0 R ° ®1[-NO, why? (attadr
13. MINIMUM SOIL BEARING PRESSURE ZPSF
AS WITNESSED' BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMA N I WITH THIS
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEOG/ '\ BEUEFC)
CATINAME: CEiT1F1ON NO:
-= IS.EAL�'HERE]
DESIGN FIRM: DATE`"
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