HomeMy WebLinkAboutDesign Certification for Wind Load CompliancerROM :-DP.AWDY BROTHERS CONST PHONE NO. : 0401 464 0360
ST. LU+CIE COUNTY
r 1 DPARTNIENT OF COIr MUNlTY DEVELOPMENT
2300 VIRCINIA AVENUE. ROOM 201
FT. PIERCE, FL 34987-6M .
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This C rffiieation Is to be a mpleted by tho project doWgn wchhod Of aA&WOP. This CersltiMtion 1p= be submMed with SM
appt+ootiorts for permit tr� tM c onsh dion d new rasidenoe (w** or multi W tY). re a dential adQlt m any SOiC8$MY
shwum reduiring a bt loft psmrit, and any nonmWenttat struou re. This Certtf action WW not sp* to Wedw renavafim (provided
that noIom ducal walls. CDk mm or allw 0ndar component Is beft oftleM and certain other m[Dw buitding perms. For further
anktance, p4)M* Gordan the SuIlding Inspecfm Offiw at 0216 3 or �'-2172. `
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PERTIEMATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY t{NOWI. mrm AND BELIEF, THES9 PLANS AND SPECIFICATIONS
HAVE BEEN DESIGNED TO COMPLY MH THE APPLICABLE STRUCTURAL. PORTION OF UE 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 LOAbS AND
FORCES SPECIFIED I3Y CURRENT CODE PROVISIONS.
) oESIGN_PARAMETERS AND ASSUMPTIONS USED! (Ww o .AK* er M=—ft ft. .f§f bm)
1. BUNLDLNG CODE FORION U= ftAM ► "Iri I $= ASCE 7-W OTHER (SPEC"
2. BtJtt bMG DESIGN IS (t rdx cM BMWM x PARTIALLY EMCLOWD ` CpW MLDM
2. 9LALDrNG HEIGHT: 2Q FT a. wry Sip 11SEG IN mmmm wsm: i l 4 MPH
WND EXPOSME CLi1SSIPICATM (Ali 9 To awmm tAwm M e mmm cow gmmnmm IN LV& w): C'
6_ AVERAGE WIND MOCTTY PP—P t',�R. F C ± EXT—=R= PA= CF Sii ;L.`"`^i� PSF
?. FFM WIND VELOWY PRESSf.IriE ON E TERJOR FACES OF VIRUCniin. PSF
d TA*= ISE FACTtR ca.rrAX pWW i XpM r
!I. LOAD& FLOOR Nam_ P$f; RQOFMEADr ,�� tysF RooFitME 2 U PBF
�¢. VYERE SWAR V+IAIIS CONSK)E ED FOR S[RLIC7 inE p"= ow YirS 4--- No � rr NO, vrhy7 (such
l
IS A CONTINUOUS LC AD PATH PROVOM (etrr K dq YF.S No if NO. why? (atria,
"pww5m)
EnCWONWr AM CLApDLt�tC; RETAIL$ PROVMCD O*CK dr4 YES � Nc �� Ir �. ww (arm
AS WITW53ED BY MY SEAL. I HEREBY CERTIFY THAT THE INPORMAI`ION 1--pi.U"�ED InrTfilTats
CER11FICATiON ISTRUEAND CORRECT, TO THE BEST OF MY KNOWLEDGE AND EE!_1E^F.,;,
NAME: C. 1 _... CBMFICATION NO: 3 3 3 -
0011IN FIRM: L G 5 DATE
i
STD LUGIE COUNTY
h DEPARTMENT OF COMMUNITY DEVELOPMENT
• 2300 VIRGINIA AVENUE, ROOM 201
FT. PIERCE, FL. 34982-5652
407-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all
applications 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.
CERTIFICATION STATEMENT:
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.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (please check or complete the appropriate box)
1. BUILDING CODE EDITION USED (YEAR) 19 9 4 SBCCI ASCE 7-88 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED X PARTIALLY ENCLOSED OPEN BUILDING
3.
BUILDING HEIGHT: 15 FT 4. WIND SPEED USED IN BUILDING DESIGN: 1 10 MPH
5.
WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE #1):
N/A
6.
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Basic
2 5 PSF
.7.
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE Basic
25 PSF
8.
IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1.0
' 9.
LOADS: FLOOR 10 0 PSF ROOF/DEAD: 20 PSF
ROOF/LIVE: 16 PSF
10.
WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES X NO
If NO, why? (attach
explanation)
11.
IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES X NO
If NO, why? (attach
explanation)
12.
ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK Ot'p AYES X NO
If NO, why? (attach
explanation) o r n o t e d
13.
MINIMUM SOIL BEARING PRESSURE: 2000 PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION 1S TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: �j�" CPc J .[�NAO) 0 CERTIFICATION NO:
DESIGN FIRM: 0NA—pop [SEAL HERE] "
�• - CDO20-00