HomeMy WebLinkAbout99100117- DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEit
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE, ROOM 201 �``� �� 1-
FT. PIERCE, FL. 34982-5652
407-462-1553• up C4
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DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by I e project design architect or engineer. This Certification canon must be submitted with all
aaplications for building permit involving the construction of new residence (single or mufti -family), residential addition, any accessary
structure requiring a building permit, and arty nonresidential structure. This Certification shall not apply to interior renovations (provided
that no structural wafts, columns or other similar component is being effected) and certain other minor building permits. For further
a.Ysistance, please contact the Building Irjspection Office at 462-1553 or 462-2172.
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CERTIFY THAT, TO THE BEST iOF 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.
1. BUILDING CODE EDITION USED (YFJIFZ) 94— -S"BCCI /SCE 7419'- ✓ OTHER (SPECIFY)
a f� �519 (� v a'\ L:q F"»CSC:
2. BUILDING DESIGN IS (caEcK ow ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: 1 i FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH
t3. WIND EXPOSURE CLASSIFICATION i Rr FM TD Epp LES TABIN BMaNG CODE IDENMED IN UNE it):
6. AVERAGE WIND VELOCITY PRESSURE ON SM3UOR FACES OF STRUCTURE-
Z. PSF
. PEAK WIND VELOCITY PRESSURE' ON EXTERIOR FACES OF STRUCTURE
1 PSF
s. IMPORTANCEAUSE FACTOR (WTAi � FRoM gu�pNn CODE): 01 `k
4. LOADS: FLOOR PSF ROOFIDEAD: 1 PSF ROOFAA1F- 20 PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CNEcx oNq YES NO K NO, why? (attach
:1 e�lanation)
11.. IS A CONTINUOUS LOAD PATH PROVIDED (cI ECK oW YES L/ NO B NO, why? (attach
e�ianation)
121 ARE COMPONENT AND CLADDING DETAILS PROVIDED MMM ONq YES explanation) NO If NO. why? (attach
13.E MINIMUM SOIL BEARING PRESSURE °�Sl� O PSF
AS WITNESSED BY MY SEAL, I . HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION IS TRUE AND CORRECT; TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: t�(�lCat- . `� H 1'I�'� CERTIFICATION NO: FL4:,
DESIGN FIRM: D [SEAL
DESF
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