HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE 2ST. LUCIE COUNTY -
" DEPARTMENT OF COMMUNITY' DEVELOPMENT
23DO VIRGINIA AVENUE, ROOM 201
"fr. PIERCE, 'FL. 34982-5652
407-462-1553
} DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This CertifxxtiIon 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-famity), 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 watts, 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.
PROJECT NAME
CH 41-1 Big 'jL!`` y-D-EN c
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STREET ADd I R
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PR NUMBER
Tf=JID S j.( �— l_ S
PERMIT NUMBER
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� CANNE
OCCP. TYPE
St I i id
CST. TYPE
CERTIFIt, ATION. STATEMENT:
CERTIFY THAT, TO THE BEST OF MY XNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
HAVE BEEN 6ESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY1 ADOPTED AND ENFORCE Dr -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: (p)ease check or complete the appropriate box)
1. BUILDING CODE EDITION USED (YEAM j9qSBCCI ASCE 7-88 �� OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK QWEN 'CLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILD., G HEIGHT: 2 FT 4. WIND SPEED USED IN BUILDING DESIGN: 1 1 O MPH
6. WIND EXPOSURE
POSURE CLASSIFICATION (w:m To DpoSLM TABLES IN BUDING CODE tDENTtRED IN UNE 81): Co A S 1 AL
S. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 2. S PSF
1. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 35 PSF
11. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING COOE):
D. LOADS FLOOR 4t 0 PSF ROOF?DEAD: PSF ROOFAIVE 3 o PSF
rI). WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES _� NO If NO, why? (attach
ezptarw�n)
11. M A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO If NO, why? (attach
expLanat n)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK opc YES NO If NO, why? (attach
wplanatbn)
I3. MINIMUM SOIL BEARING PRESSURE 500 PSF
kS 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: ASS A-D 14el T iV2-r, P-e . CERTIFICATION NO: PLs- 3SS37
,(
[SEAL HERE]
)ESIGN FIRM: A . S . A -, . , D)c _ DATE: ;8