HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982.6W
'.541.46z-1663
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Cedf cation is to be completed by the project design architeat or engineer. This Cerdoation must be submitted with all appiieations
for building permit Involving the construction of new residence (single or multi family), residerMal addition, any accessory structure req firing
a building permit, and any nonmidential structure. This Certification shall not Apply to Interior renovatlons (provided that no structural
walls, columns or other similar component Is being effected) and certain ether minor building permft3. Forf(!rther assistance, please canted
the Building inspection Office at 462,1553 or 462.21 T2,
PROJECT NAIVE
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STREET ADDRESS,
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PR NUMBER
FIZZ - -ODOR -Qp
PERMIT NUMBER
O %/G036
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OCCP. TYPE
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CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
SEEN 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 PARAMETERA ANR ASSUMPTIONS USED: 1plage clwck or mnihm the sparcmft box!
1. STANDARD BUILDING CODE 1917 EDITION ASCE 7.95 OTHER (SPECIFY)--_
2. BUILDING DESIGN IS (COCK OW ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING .._gzf ✓
3. BUILDING HEIGHT: �.� FT 4. WIND SPEED USED IN BUILDING DESIGN' /5o 161PH
6. WIND EXPOSURE CLAS31FICA11ON (RCFER TO 900URE TABLES IN BUMAIND CM 1015MV10 IN LINE 11): /C
t. AVERAGE WIND VELOCfTY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: PSF
B. IMPORTANCENUSE FACTOR (OBTAIN FROM BAD" CODE): /. 0
9. LOADS: FLOOR ff/1.7, PSF ROOFAXAD: PSF A"ILIVE; PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK OW YES ✓ NO — If NO, why? (attadr
expMlnstlon)
11. IS A CONTINUOUS LOAD PATH PROVIDED (MCM ONE) YES NO _ if NO, why! (aftch •xprrination)
12, ARE COMPONENT AND CLADDING DETAILS PRO=ED (cHecK or+el YES ✓ NO— If NO, why? (cited+
oxplainodan)
1s. MINIMUM $OIL BEARING PRESSURE: .52� PSF1 ��
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
IS TRUE AND CO RECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF..
NAME: , fj - _ CERTIFICATION NO-.
(SEAL HERE)
Df:SIGN�MI.N.E,.ING DATE; 6LCCOVFORMNO: =t M
5544 W. 1470h Street
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