HomeMy WebLinkAboutDesign Certificate for Wind Load Compliancer..
FROM P. 2
S"T. L'fCM COUNTY
DEPARTMENT OF COMMUNR•Y DEVELOPMENT
2300 VIRGINIA AVENUE, ROOM 201
FT. PIERCE. FL. 34982-WS2
407-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be camPleted by the project design archltect or. Ttds engineer. Cert ton must be submitted with allsu
apP�ons forbulking permit involving the wn*ucticn of new residenoe (single or. Thir milt'), residential add lion arty accessory
r+exure regttieirtg a tluddmg permit and arty nonresiden8al structroe. Tb"s Certification 8111111 not apply to Interior renovations (Provided
that no structtoal wou, rslumns or other similar component is being (Wetted) and certain other minor building Permits. For further
assistance, Ploese contact the Building Inspection Office at 462-ISM or 4S2.2172.
PROJECT NAME I L
STREET AwgrsS
PR NUwER
PERMIT NUMBER
OCCP. TYPE
CST. TYPE
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POR110N OF THE BUILDING E COUNTY. I ALSO CERTIFY THAT STRUCTURAL CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCI
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND.
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS' USED; se dedyr a dre c �s ry Ivt.
S BUILDING CODE EDITION USED (W 1�1`jq SBCCI ASCE 7.88
OTHER (SPECIFY)
2 BUILDING DESIGN IS (DECK CNE) ENMZSED X PARTIALLY ENCLOSED _
r� OPEN BUILDING
1 BUILDING HEIGHT: _ 2 4' c� FT 4. VOW SPEED USED IN BUILDING DESIGN: �o
,L��1 MPH
s_. WIND EXPOSURE CLASSIFICATION pum To L7tpOWM Tea" IN BXUM mdE ®arnne) w um rq: N A
G. AVOIAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE Z �. S
PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE
8Z •, PSF
!. IMPORTANCEAISE FACTOR pnu aN PROM BUILDING OXEI: I. O
9. LOADS: FLOOR N A pgF ROOFMEAD:
PSF 1200FAJVE ZO` Pg
1e. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE IoM,CM YES No X Itec�larrffim) tARLF• p No, whyr (attaral
ORActr�l(�. WAS USED '
tt. IS A CONTINUOUS LOAD PATH PROVIDED (ILK orq YES X NO .
Ration) ITNO, ww (Mach
L2 ARE COMPONENT AND CLADDING DETAILS PROVIDE) (LyEaK oeq YES X
emorrdar) NO— If NO. why? (stmdi
T3. MINIMUM SOIL BEARING PRESSURE N 1'1
PSF Fo�i�oA't-Low Cry , oria�'Rs
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUUEb. WITIi Ti'ifS
FRTTFICATION 15 TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIFF.•,
:i°polE Li�Q �gc.IGE`( CERTIFICATION ND: 43218
DESIGN; IRM: 1101t-0A PaE-PAIL, DATE; ISEALHERE]