HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceSt. Lucie Cott =.�
PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553 -
Design Certification for Wind Load Compliance
This Certification must be completed by the project design architect or'engineer. This Certification must
be submitted in duplicate with all applications for building permits 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
exterior structural walls, columns or"other components are being affected) and certain other minor building
permits. For further assistance, please contact the Building Inspection Office at (772)462-2172.
Pm ect Name
' ; „ n ,. ,
� . ,. w •..-0+. 5Y c
street Address
Pemut Number
Occupancy Type
Construction 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 Used: (Please check or complete the appropriate box.)
1. Florida Building Code 20 67 Edition with 20 og_Supplements and ASCE 7-' 0
2. Building Design is: Enclosed: Partially Enclosed: Open Building: , C
3, Mew Roof Height: 8t':L Roof Pitch: internal Pressure Coefficient: hl
i
4. Width of End Zone: Wind Speed: E4 0 (3 sec, gust)
Importance Factor (ASCE 7r 05 - Table 6 1,0
5. Wind Exposure Classification: C. Adjustment Factor for Exposure & Height: i . I
6. Components & Cladding Wind Pressure on Roof Zone 1_ 0&. 2 N& 3 tab , PSF
7. Components & Cladding Wind Pressure on Wall Zone 4 5 '5 S -% J-41,1PSF
8. Components & Cladding Wind Pressure on Overhead Garage Door PSF
9. Loads: Floor. PSF Roof/dead N A� PSF Roof/live t3T PSF
10. Shear Walls Considered for Structure? Yes 14 No (if No, attach explanation) .
11. Continuous Load Path Provided? Yes .. No (if No, attach explanation)
12. Are Component and Cladding Details Provided? Yes 'C No _ (if No, attach explanation)
13. Minimum Soil Bearing Pressure: 044, Presumptive: M t By Test: itTPSF
As witnessed by my seal, I hereby certify. thate information included with this certification is true
and correct, to the best of my knowledge and belief.
Name: PAUL, WELCH INC. Certg:
PQ11� ST 4f f 4 - •
DesignFirm: P_ 1C WF LUCIE, FL SW APR 2 c31 2009
_ l4! _ _LCH. P.E• U RM NO 24946 Date:
.deceived
APR 2 8 2009
ERD
SLCCDV Fot7n # 020-00
Revised 2/27/09 (CL)
SEAL