HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCE __ SCANNED
_ Q
BY
1 UCIE)C00 a'nning&Development Services Department
Building&Code Regulations Division
-- 2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553
Certification for Design Load Compliance
Project Name: Queen Island Preserve Lot 5 Single FamikResidence
+Project Address: 4434 Al(North Hutchinson Island); Fort Pierce, Florida 34949
Permit#: Occupancy Type: R-3 Construction Type:Type Vb
INSTRUCTIONS FOR USE:
ESS
• This certification must be completed,signed,and sealed by Ion p ING
• Submit(2)copies for residential, (3)copies,for commercial p r Rdt1' plfcA ' sill
��ing:
o New Residences(single or multi-family) OF 5 , .. EIdINGS
R + F E . '
o Residential Addition ' N BE T 24' ,OR 20'W
o Any accessory structure requiring a building perm SIl L Ri 4 4' ABO-vt FLOOR.
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official.Contact the#above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code Fifth Edition with 20 14 Supplements using ASCE 7-10
2. Structure Designed as(check one): X Enclosed Partially Enclosed Open
3. Risk Category: X I II III IV Exposure Category: B C X D
4. Design Wind Velocity 160 Vult mph X ASD LRFD End Zone Width: 5.1 ft.
5. Mean Roof Height- 30• ft Roof Pitch: 4 :12 Parapet: N/A ft
6. Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings):
Zone 1:42.0 Zone 2: 73•0 Zone 3: 108.0 Zone 4:49•7 Zone 5:61.4 Garage: N/A
7. Design Loads: Floor: 55 PSF Roof/Dead: 25 PSF Roof/Live: 20 Balcony: 100 PSF
Dock: N/A PSF Deck: 100 PSF Stairs: 60 PSF Fence: N/A PSF Railings: 200 PSF
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? X Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief,the attached plans &specifications have been designed to
comply with the applicable structural portions 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 design
forces specified:
David S. Knight, P.E. 41060
SEP7 1 20 1-5 Print Name Cert#&Co.Cert Auth.
Knight McGuire &Associates, Inc.
ib I -
h, FL Palm Pointe Suite 401; Vero Beach, 3 6
Signature, Date,and Seal 80 Royal __ ...�
Company Name&Address
Revised 07/25/2014 '�