HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE:In
St. Lucie County
PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982
772.462.1553
Design Certification for Wind Load Compliance
BY
This Certification F1tst UG!Q 9JVhe 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.
Project Name
oceenHaiborconao
�OfficeiUs�Onl�
Street Address
5269 FLA1A
Permit Number
FORT PIERCE, FLORIDA
OccupancyT e
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 2014 Edition with 2010 Supplements and ASCE 7 -10
2. Building Design is: Enclosed: Partially Enclosed: Open Building: X
3. Mean Roof Height: N/A Roof Pitch: N/A Internal Pressure Coefficient: N/A
4. Width of End Zone: Wind Speed: 165 (3 sec gust)
5. Building Classification Table �ASCE 710 EEC Table 1604.5 1
6. Wind Exposure Classificatior� Adjustment Factor for Exposure & Height: 1.21
7. Components & Cladding Wind Pressure on Roof Zone 1 N/A 2 N/A 3 N/A PSF
8. Components & Cladding Wind Pressure on Wall Zone 4 sost-sa.t STD.v-T4.5 PSF
9. Components & Cladding wind Pressure on Overhead Garage Door N/A PSF
10. Loads: Floor 40 PSF Roof/dead N/A PSF Roof/live N/A PSF
11. Shear Walls Considered for Structure? Yes X No (if No, attach explanation)
12. Continuous Load Path provided? Yes X No _ (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes X No _ (if No, attach explanation)
14. Minimum Soil Bearing Pressure: N/A Presumptive: By Test: PSF
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name: BOWDOIN G. HUTCHINSON
p01H G.
Design Firm: BENCHMARK ENGINEERING Tl� �0:'ii]101k7t sU�pg%T
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SLCCDV Form # 020.00
Revised 5/18/09 (CL)
r-.
St. Lucie County
PUBLIC WORKS DEPARTMENT
CODE COMPLIANCE DIVISION 8CA1VIVE6
2300 Virginia Avenue By
Pierce, FL 34982
772-462-1553 St Lucie Count,
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.
Project Name
Owm H.i ,Condo
�Offic'e1UsZOn1�
Street Address
5269 FLAIR
I Permit Number
FORT PIERCE, FLORIDA
Occupancy e
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 2014 Edition with 2010 Supplements and ASCE 7 -10
2. Building Design is: Enclosed: Partially Enclosed: Open Building: X
3. Mean Roof Height: N/A Roof Pitch: NIA Internal Pressure Coefficient: N/A
4. Width of End Zone:1 Wind Speed:165 (3 sec. gust)
5. Building Classification TableE 710 FBC Table 1604.5 1
6. Wind Exposure Classscatio Adjustment Factor for Exposure & Height: 1.21
7. Components & Cladding Wind Pressure on Roof Zone 1 N/A 2 N/A 3 N/A PSF
8. Components &Cladding Wind Pressure on Wall Zone 4 60.61-64.1 70.V-74.s 5 PSF
9. Components & Cladding wind Pressure on Overhead Garage Door N/A PSF
10. Loads: Floor40 PSF Roof/dead N/A PSF Roof/live N/A PSF �� .. �i) t
explanation)
11. Shear Walls Considered for Structure? Yes X No _ (if No, attache "y"C'�T�
� v�
12. Continuous Load Path provided? Yes X No _ (if No, attach explanation) Ej
13. Are Component and Cladding Details Provided? Yes X No _ (if No, attach explanation) i+
14. Minimum Soil Bearing Pressure: N/A Presumptive: By Test: PSF
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name: BOWDOIN G. HUTCHINSON Cert P 74878
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Design Firm: BENCHMARK ENGINEERING TC \�,4/4itTfp2Ee: •.rC. ��
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SLCCDV Form # 020.00 — M — SEAL
Revised 5/18/09 (CL) 00 S A74�- =