HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATIONGUUNTY.
aF�!ARTMEM�' �(F CL7MMUNii ' bDEVELOPMENT, .J
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y.23Q0-�/1RGINIA',AVENUE;-:R00M 201.-
FT_.,PIERCE;. Fl- 34982-5652
407.462-1 553'
DESIGN CERTIFICATION .FOR WiND LOAD COMPLIANCE
This Certii=liori is to be completed by the project design archit4ct 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.
STREET ApDRtSS PR NUMBER SC
PERNIAT NUMBER ��✓
OCCP. TYPE Cie co
CST_ TYPE
CERTIFICATIQN `STATEMENT:
I CERTIFY THAT; `TO THE; BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
HAVE BEEN DESIGi1E'n TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OPTHE BUILDING CODES
CURRENTLY -ADOPTED AN*'b ENFORCED .BY ST. LUCIE COUNTY. I ALSO CERTiPY THAT STRUCTURAL
ELEMENTS DEPICTED ON' THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WiND LOADS AND
FORCES -'SPECIFIED •BY CURRENT CODE PROVISIONS.
DESIGN PARAMRTERS AND ASSUMPTIONS i.lSED' (rasa 9!L6 c or comylete the appropriate box)
1. BUILDING CODE EDITION USED (,FAR) f SBCCI ASCE 7-$8 OTHER (SPECIFY)
2. BUILDING DESIGN IS (MEEK ON�) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
—3 13UIWING HEIGHT: � Z s y(� FT 4. W1Ni5 SP5_E0 USED IN BUILDING DESIGN: MPH
5. W1t1L�EXPOSURE 'CLASSIFICATION ( To ExF�p5t1RE TABLES W BuLIX CODE IDENMED IN UNE fl):
6. -AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Z PSF
7- PEAK WAND VELOCTTY.PRESSURE ON EXTERIOR FACES OF STRUCTURE � s PSF
8. IM,PORTANbElUSE FACTOR (0�3rA14 FRGM BU Mt4G cocE):
f�
9. LOADS: FLOOR PSF ROOFA7EAD:
PSF ROOF/LtVE: 3 PSF
14, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (aE- 0
YES NO If 110, wttyrl (atffich
t1. IS A CONTiNUOUS LO AD PATH PROVIDED (GIECIC oNFj
YES NO if NO, why? (attadi
axplanaAaon)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (GHEGK oNq
YES NO If NO, why? (attach
explanation)
_s _
13, MINIMUM SOIL BEARING PRESSURE: 2 SUS PSF
AS 'WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT
THE INFORMATION` INGI.Ui E-MvTHIS
CERTIFICATIgN IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND I3EL1 F.
CERTIFICATION N0:
; j
DESIGN FIRM: DATE
;[SEAL�F{€R