HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATION5T. LUCIE, COUNTY
DEPARTMENT CIF COMMUNITY .DEV>E.LOPMFNT
2300 VIRGINIA AVENUE, ROOM 201 .
FT_ PIERCE, FL,. 34982-5652
407-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This CertrfEgti'On is to be completed by the pr*ct design architect or engineer. This Catliflcation must be submitted with all
applications fob building permit invotving the construction of new residence (single or multi -family), residential addition, any accessory
structure requi ng a building permit, and any npnresidential structure. This Certification shall not apply to interior renovations (provided
that no strud al wallscolumns or other r sim17ar component is being effected) and certain other minor building permits. For further
assistance, please Gbhtact the Building Inspec Uon Office at 462-1553 or 462-2172.
PROJECT NAME :fix::;:• < #':?xssi::::a:,
STREET A109REss PR NUMBERri
SGANNiw
PERMIT NUMBER BY
OCCP. TYPE tLucie County
CST. TYPE
ERTI RATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
HAVE BEEN ESIGNED 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. BUILDI G CODE EDITION USED (YES) � / SBCCI ASCE 7-83 'OTHER (SPECIFY)
?. BUILDI G DESIGN IS (cpncK oNE) ENCLOSED ✓ PARTIALLY ENCLOSED OPEN BUILDING
3, BUILDI G HEIGHT. Z 5 FT 4_ WIND SPEED USED IN .BUILDING DESIGN: y D MPH
5. WIND ncPOSURE CLASSIFICATION (REIq=-R To n5,ostr TABLES IN Kc-DING CoOE IDEMMED IN UNE st):
e- AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: Z PSF
7- PEAK ND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3 5 PSF
8. IMPORT ANCEIUSE FACTOR (oMN FROM BUILp04G CODE); / 1 U
9. LOADS. FLOOR PSF ROOF/DEAD: / % PSF ROOF/UVE 3 O PSF
to, wERE SHEAR WALLS. CONSIDERED FOR STRUCTURE (aecc ow-)YESy NO If NO, why? (attach
11, IS A CQN"ijMUOUS LOAD PATH PRO' V1DM (miEcK ot� YES V
12. ARE CbMPONENT AND cLAx)DiNG DETAILS PROVIDED (cHEcx omq YES
NO
NO
13. -MINIMM SOIL BEARING :PRESSURE: ;z 510 PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY .THAT THE INFORMATION
CERTIFICATION IS TRUE.ANb CORRECT, TO THE BEST OF MY KNOWLEDGE ANDS
NAME: CERTIFICATION NO: 76 3
DESIGN FIRM: DATES `
tf-NO,'why? (attach
tf NO, why? (attach
bED. ,WITH THIS
T I=, i F R
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