HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceJAN-=02-96 WED-', 1.:52 AM -P10-T,- ET;T, GONST. 'REAL-TY - 457337 342S F-. k31--
ST. LUCK COUNTY =
DEPARTMENT OF COMMUNITY DEVELOPMENT
• 2300 VIRGINIA AVENUE, ROOM 201
Fr. 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 mutts -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 Wails, columns or other Similar component Is being effected) and Certain other minor building permits. For further
assistance, please obntact the Building Inspection Office at 462-1553 or 462.2172.
CERTIFICATION STATEMENT:
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-comome the aoorooriata bnrl
7.
BUILDING CODE EDITION USED (YEAR) G(4 $BC ASCE 7-88 OTHER (SPECIFIC)
2.
BUILDING DESIGN IS (CHECK ONE} ENCI 0 ED PARTMLLY ENCLOSED
OPEN BUILDING
�.
BUILDING HEIGHT: I� 'OFr 4. WIND SPEED USED IN BUILDING DESIGN: 14-0 MPH
¢.
WIND EXPOSURE CLASSIFICATION (Rgytt m exposure: TABLES IN eul DM COOS r ENMEU IN UNE 61):
� ld
6.
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
127.5 MF
7:
PEAK WIND VELOCITY PRESSURE ON E7M RIOR FACES OF STRUCTURE:
3
PSF
g.
IMPORTANCEIUSE FACTOR (oQTAiN FROM huamm cocM:
�.
LOADS: FLOOR !S. PSF ROOFIDEAD: 7yPSF
ROOFANE: QO PSF
�0.
WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (O£CK ONE) YES NO
If NO, why? (attach
e�tanatkn) /
1!.
IS A CONTINUOUS .iAAD PATH PROVIDED (CrIEp( oNEy YES
H PIO attach
why. (
,)
,
12.
ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK.&M YES NO.
If NO, why? (attaoti
e:�Ianatbrl)
1t
MINIMUM SOIL BEARING PRESSURE 2%O PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
CERTIFICATION IS TRUE ANDCORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
MkM,E: � � �6 1 CERTIFICATION NO:
l
i ES1GN FIRM:' C-W-4 l9 t7» 19L2 DATE t..7J .RCP (� R
1'11, 1 bl•,. 1 N. r, o r,_ r- t+ L I -I
ST. Lucie COUNTY ..
DEPARTIAENT OF COMMUNITY DEVELOPmEw
2300 VIRGINIA AVENUE, ROOM 201
FT. PIERCE. FL. 34ga2-5652
407-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design arehitaat or engineer. This Certification must be submitted with all
applications for building permit Involving the construction of new residence (single or mutts -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.
PRO.
STRE
ECT NAME
>T ADDRESS
7�
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PR NUMBER
IO4(D S• C%�1 A l+4
PERMIT NUMBER
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OCCP. TYPE
CST. TYPE
CERTIFICATION STATEMENT:
I 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 UStD• (Dlaase check or 22M2 to tt+e 9KM2riate boxy
1. BUILDING CODE EDITION USED (YEAR) '�(4 Sam, ASCE 7-W OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK OW ENCLOSED pAFtTIALLY ENCLOSED OPEN BUILDING
1. BUILDING HEIGHT: ( (1- L9 Fr 4. WND SPEED USED IN BUILDING DESIGN: 14-0 MPH
¢. WIND EXPOSURE CLISSIFICAMON (R£F$t TO O TARIAS IK eu¢DWe poos ME r1FIED IN WE 01): 110
6. AVER4GE VAND VELOCITY PRESSURE ON E)CiER10R FACES OF STRUCTURE: 27.5 PSF
?. PEAK VIAND VELOCtT'Y PRESSURE ON M(TERiOR FACES OF STRUCTURE, 4:3 PSF
g. IMPORTANCENSE FACTOR cwTAw FRou kmmsNc cook:
1 LOADS: FLOOR ,4 PSF ROOFJUEAD: �....
1o. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE *C-C c ONE) YES
W A CONTINUOUS- LQI p, PATH PROMOtb (p pc aNq YES ✓ '�,
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED pc-c c omp YES
"planatJon)
1t MINIMUM SOIL BEARING PRESSURE: 21�062 PSF
ROOFA ive 40 PSF
NO If NO. why? (attach
NO. If NO, why? (atl>tcii
AS WITNESSED BY MY . SEAL, I HEREBY CERTIFY, THAT THE INFORMATION INCLUDED WITH
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
CERTIFICATION
i;El
�SlGtt FiR1.°. G+' %.'J irr DATE: f S R
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