HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATIONJa.rnes
ST. LUCIE COUNTY
DEPARTMENT OF COMlirf uwrY DEVELOPMENT
2300 VIRGINIA AVENUE, ROOM 201
;e Ff. PIERCE. FL. 34982-5652
407-462-1553
DESIGN CERTIFICATION FOR lsMD . LOAD COMPLIANCE
This Certification is to be completed by the project design architne or enginimr. this Certification must be subrMted with all
applications for building permit involving the construction of new resideaw (single or m"I'048mily), msidendal addition, any accessory
structure requiring; a building permit, and any ne:.I,esidential structure. This Cerfi6 mflon shall not apply to interior renovations (provided
that no structural vwals, columns or other similar component is being effected) and certain other minor building permits. For further
assistance, please contact the Building Inspection Ounce et 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: (oiesm ehedc or complete the appropriate box)
%
1. BUILDING CODE EDITION USED REAM 7 SBCCI ASCE 7-88 OTHER (SPECIFY)
? BUILDING (DESIGN IS (CHECK OENCLOSED J
NE) PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: _G FT 4. WIND SPEED USED IN BUILDING DESIGN: // aMPH
!i. WIND EXPOSURE CLASSIFICATION MEFER TO E)MOSM TABLES IN BUILDING Cone 109MFIED IN LINE st):
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE c�i� PSF
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 3 � PSF
E.1 IIAPORTANCE/USE FACTOR (ooTAim FRou eutLom CI=: 110
9. LOADS: FLOOR PSF ROOFIDEAD: I % PSF ROOFIUVE d PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (aem ow YES NO N NO, why? (attach
wq)wrw5M)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO N NO, why? (n=ch
12 ARE COMPONENT AND CLADDING DETAILS PROVIDED (c.NECK ON Z YES NO
�i I F/C
13. FAINIMUM 501L BEARING PRESSURE 7✓ PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION I S
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND B of
NAME: CERTiF1CATION NO: ��� [;,, z O.RI�`�4;`
DESIGN FIRM: DATE: ~
00020-M