HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATIONr ST. LUCI.E. COUNTY
"` " ; ' DEPARTNIEIVT OF COv1,%ITY DEVELOPMENT
,^ `2300}:VBRGiNIA AVENUE, ROOM 2Q1,
FT: PIERCE•„FL' 34982-' 652
561-462-1553 '
DESBGN 'CERTIFICATI.ON "F.OR ,WIND LOAD COMPLIANCE
This Certification is to,be completed by the,. project. design'.atchitectbr engineer.. This Certification must be submitted with all
applications for building,' permit involving Ahe construction of new residence (single or"multi-farri'ily), residential addition, any
accessory structure requiring -,a „building permit, and any `nbnresidential' 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. Fof `�.urther assistance, please contact the Building Inspection` Office -'at 462-1.553 or 462-21*72.
PROJECT NAME
oFFICEIss�.oraY. .
STREET ADDRESS I- CDT 3 q-- PR NUMBER
I NZ kt► 4 P_ l'�J E.-fZTi Z. L ST�F—C. PERMIT NUMBER 04AIA
QCCP. TYPE 61(Y VC4
jG2T �T (_ 0 .0 L "C P2D PER I ( CST. TYPE OG
CERTIFICATION STATEMENT: .
I. CERTIFY THAT, TO;THE BEST OF MY KNOWLEDGE AN'D BELIEF, THESE PLANS AND_SPECIFICATIONS HAVE BEEN
DESIGNED TO .COMPLY WITH THE APPLICABLE'STRUCTURAL'PORTION OF TI••(E.@UILDING CODES CURRENTLY
ADOPTED AND ENFORCED BY ST. LUCI,E COUNTY.' I'ALSQ CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON
THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS'.ANU;FORCES'SPECIPIED.BY CURRENT
CODE PROVISIONS.
nee1dn.n1 DADNML-rl=00 A -MU% A@01111AnT1f%hi�- IIQCl1:
1. BUILDING CODE EDITION USED 1994 SBCCI
2. ' -BUILDING DESIGN IS (CHECK ONE) ENCLOSED ®t ' PARTIALLY ENCLOSED' OPEN BUILDING
3. BUILDING HEIGHT: FT -�-
4. - WIND SPEED'usED IN BUILDING DESIGN."110 MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED -IN. LINE #11: COASTAL
6. AVERAGE WIND'VELOCITY PRESSURE.OWEXTERIOR FACES OF STRUCTURE: �D:.'-. PSF:
7. PEAK WIND. VELOCITY PRESSURE ON EXTERIOR FACES -OF STRUCTURE ;PSF-
8. IMPO,RTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE)
9. LOADS FLOOR F1 PSF ROOF/DEAD PSF ROOF/LIVE:~ 3O PSF
77
10. WERE SHEAR. WALL$.CQNSIQFORSRUTURE_CHECK ONE1YES• , Yvhy7 (ettac}i'egplanetion)
f 9. IS A,CONTIN000S "L'OAD PAl H PROVIDED (aIECK oNE)+ YES' IP NO., If NO, -Why?. (attach axplanetion)
T 12; ARE DOMPO'NENT AND CLADD(NS, DETAILS PROVIDED (CHECKONE) YES oNA,- If NO. vrhy7 (attach explanation)
13 'MINIMUM SOIL BEARING PRESSURE ,, G C�JL✓PS'F
AS WITNESSED BY MY.SEAL, i HERERY CERTIFY Tl4A-t t iE INFORMATION 1NCL. tb WITH THIS, CERTIFICATI
IS TRUE. -AND CORRECT, TO.` i4iE B, §§ OF MY KNOWL"ED'GE Ai' D'BELIEF.:- s
NAME: DWIGHT R. WEYANI 4 CEff.t,NO:' 20,27SE 1
DESIGN FIRM.-VVEYANT, ENGIPlEERING-OF THE TREASUI; COAST I k: -`o ` Di�-lTE to " (,'G' •7 ,