HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATIONJET �1!.!'- �. •.a �. Lv�.IL L.VUfV 1 i
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 ViRGINIA AVENUE, ROOM 201
FT_ PIERCE, FL 34982-5652 -
A07-462-1553
;. DESIGN CERTIFICATION FOR WiND LOAD COMPLIANCE
Tllis Certification is to be completed by the project design architect or engiireer. 111is Cerlifrcaliorl must be submitted with all
applications for building permit involving the construction of new residence (single or mttlwfamily), residential addition, any accessory
st,dure reqiiu
uutg a building permit, arrd any nonre�sidentlal slrucuire_ This Cerlilicalion shall not apply to interior renovations (provided
that no struicti,ral malls, miurnns or other similar mutponent is beaig elrecled) and certain oilier minor bulling permits. For fulttUlj)r
assistancel please contact the Building Inspection 011ice at 4621553 or 462-2172
I
ON STATEMENT:
I CERT1 F1Y. THAT, TO TI IE BEST OF MY KNOWLEDGE AND BE[ IEF, THESE PLANS AND SPECIFICATK)NS
I IAVE BEEN DESIGNED TO COMPI.Y WITH TI IE APPLICABLE STRUCTURAL PORTION OF _N IE BUILDING CODES
CURRENl-LY ADOPTED .AND ENFORCED BY ST. L.UCIE COUNTY. I A1.80 CERTIFY THAT STRUC1 URAI.
ELEMEN-i-S DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE 1-0 THE WIND LOADS ANC)
FORCESI SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN (PARAMETERS AND ASSUMPTIONS USED' (please ci-,ecic or courok--te the acorooriate bvx)
1. BUILDING CODE EDITION USED
(tip �� SBCCf ASCE 7 88 OTfiE12 (SPECIFY)
Z- BUILDING DESIGN IS p EcK oNE1 ENCLOSEDy PARTALLY ENCLOSED OPEN BUILDING
3. BUILDING I IEKDKI-: C2 FT 4. WIND SPEED USED IN BUILDING DESIGN_ y MPH
S. WiND EXPOSURE CiASSIF1CAl10N (REFER TO C(POSURE 7ASL IN eucUxrlc CopE rot r�llnEi7 INUrtE rrt}: �l//Q S t✓
6.
7.
8.
9.
AGE WIND VE1-OCI-IY PRESSURE ON EXTERIOR FACES OF b—MUCTURE:
WIND VELOCITY PRESSURE ON EXI-ERIOR FAC`,ES OF STRUC111RE:
ANCEJUSE FACTOR (OUTAM rRou 80110I Q Cooq:
FLOOR PSF
ROOF/DEAD:
/ r c2
1-7
SHEAR WALLS CONSIDERED FOR STRUCMIRE (a ex Otte)
6Q1r)
A CONTINUOUS LOAD PATH PROVIDED (arEpc otaq
planation)
COMPONENT AND CLADDING DETAILS PROVIDED (pEci< otq
YES 7/'
YES 1,--
Z S PSI=
3-5 PSF
PSF ROOF/LIVE 3 (O ice-'
NO -- If NO, wily? (alwdl
NO If NO, why? (attach
YES NO
73. MINIMUM SOIL_ BEARING PRESSURE Z7 d V PSF
AS WI-i E-SSED BY MY SEAL, l HEREBY CERTIFY THAT -FHE INFORMATION I
CERTIFi6ATiON iS TRUE AND CORRECT, TO TILE BEST OF MY KNOWLEDGE AND (31
t'"E: la��& 141V P1yl 111 CERTIFICATION NO: _ �� -5
DESIGN FIRM: 0AZE 2`zc�5 -7
If NO, why? (;Aach