HomeMy WebLinkAboutCERTIFICATE - DESIGN LOAD COMPLIANCEPlanning & Development Services Departure
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982— (772)
Certification for Design Load Compliance
Project Name: Stalhut Residence
Project Address: 4795 Jorgensen Road Fort Pierce, FL 34981
J N b 7 23
Permit #: Occupancy Type: R-3 Construction Type: V-B �04' ,�AA�
INSTRUCTIONS FOR USE: 61t �[/O��y'v�®
• This certification must be completed, signed, and sealed by the design professional of record. Cot/
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: ny
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
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 Residential Code Sixth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category:_I X II _III_IV Exposure Category:_B X C _D
4. Design Wind Velocity 160 mph ASD X LRFD End Zone Width: 6 ft
5. Mean Roof Height 18 ft Roof Pitch: 6 :12 Parapet: ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +40 Zone 2: -79 Zone 3: -103 Zone 4: -36 Zone 5: 45 Garage: n/a
7. Design Loads: Floor:60 PSF Roof/Dead: PSF Roof/Live: Balcony: PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes NotApplicable Explain Why Not:
10. Design Soil Bearing Pressure: 1,800 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT: ` ,�
I certify that, to the best of my knowledge and belief, the attached plans & s eci I `� sl o
comply with the applicable structural portions of the building codes currentrEOR rGO&WI A E
County. I also certify that structural elements depicted on these plans provid979VItUEc
forces specified:
finnystem WSernm s Oft
Terence Schli#�-0
Signature, Date, and Seal
Revised 12/6712018'
Terence Schlitt, FL PE 81238 CA 32295 ®®CC
Print Name Cert # & Co. Cert Auth.
TE Schlitt Engineering
1555 Indian River Blvd Suite B-145 Vero Beach, FL 32960
Company Name & Address