HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOADi
ST. LUCIE COUNTY
" DEPARTMENT 054C0101MUNITY 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. `
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 comolete the worooriate box)
1. BUILDING CODE EDITION USED (YEAR) SBCCI ASCE 7-88 OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING
3. BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGN: MPH
5. WIND EXPOSURE CLASSIFICATION (REFER To ExPosuuREE TABLEs IN BtADING CODE IDENTIFIED IN LINE a1):
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 3 5 PSF '
8.
9.
10.
11.
12.
13.
IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE):��
LOADS: FLOOR /,�) l) PSF ROOF/DEAD:
WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES _
explanation)
IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YESX_
explanation)
ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK oNE) YES
explanation)
MINIMUM SOIL BEARING PRESSURE PSF
PSF ROOF/LfVE: Q�IJ PSF
NO-,\, If NO, why? ((attach
NO If NO, why? (attach
NO
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION I
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BI
NAME: 4VW6 /Y/!.e lc/�%�iJ��/� CERTIFICATION NO: Ll 7 5
DESIGN FIRM: DATE: �/�7`
If NO, why? (attach
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DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
Kiication is to be completed by the project design architect or engineer. This Certification .must be- submitted with --all.'.
ins for building permit involving the construction of new residence (single or multi -family); residential addition;:`any accessory -
requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided
tructural walls, columns or other similar component is being effected) and certain other minor building permits:--For-further -
e, please contact the Building Inspection Office at 462-1553 or 462-2172.
CT NAME � `e�iQ� ►���o��..�s �i.�`Q.� 0�1� '>z>`:'�?''<?>>'>:.:::::.:::::.:::::::::::::.:::::..,.:._.:..:....................................��
ADDRESS
PR NUMBER -
PERMIT NUMBER-
OCCP.-TYPE
CST. TYPE ... _. -.
'IFICATION STATEMENT:-_ - - - -- --
-IFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF,=uTHESEPLANS AND SPECIFICATIONS
;EEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES--_- -.
NTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY: = l-ALSO-CERTIFY-=THAT=STRUCTURAL
NTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE�--RESISTANCE T-0— HE1�WINDAOADS AND
S SPECIFIED BY CURRENT CODE PROVISIONS. - y
J PARAMETERS AND ASSUMPTIONS ' USED: (please check or complete the appropriate box) _ -
BUILDING CODE EDITION USED (YEAR) SBCCI ASCE 7-W - - = OTHER (SPECIFY)
BUILDING DESIGN IS (CHECK oNE) ENCLOSED PARTIALLY ENCLOSED = -- OPEN, BUILDING,..-.
BUILDING HEIGHT: -f--�--� — FT 4. WIND SPEED USED_ IN BUILDING DESIGN MPH
WIND EXPOSURE CLASSIFICATION (REFER To ExPOSURE TABLES IN III NG CODE IDENnFiED IN LINE sl):
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:- C'fi`- PSF ' =�
- - _ ROOF/LIVE: V = =PSF NO—N NO;, why? (attach .:
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YESX_ NO - - If NO whj? (aUch.
explanation) _
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK oW YES X NO - If NO, why? (attach
explanation)f�.
13. MINIMUM SOIL BEARING PRESSURE: PSF _
AS WITNESSED. BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION --IN&
'CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIE
NAME: lr/.�'i� �i� %�/� �' � CERTIFICATION NO:
DESIGN FIRM: DATE:
.�--. f ...- _
1.
2.
3:
5.
6.
7.
6.
9.
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1.
LOADS: FLOOR PSF ROOF/DEAD: PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK oW
explanation)
YES