HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Uepartment
• Building & Code Regulations Division R
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553FClevk
Certification for Design Load Compliance SLBY Ep,
Project Name: MAVERICK BOAT CO s% Lorho
Project Address: 3207 Industrial 29th Street, Fort Pierce, FI
Permit #: Occupancy Type: Group B Construction
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
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 5th Code Fifth Edition with 20 14 Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed X Partially Enclosed _Open
3. Risk Category: X 1 _II _III _ IV Exposure Category: _B x C _D
4. Design Wind Velocity 150 mph _ASD X LRFD End Zone Width: 6 ft
S. Mean Roof Height ' 35 FT ft Roof Pitch: ARCHED :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:+17/+18 Zone 2: -27/-28 Zone 3: -10/-11 Zone 4: +22/-24 Zone 5: +221-30 Garage: N/A
7. Design Loads: Floor: N/A PSF Roof/Dead: 3 PSF Roof/Live: 20 Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? _Yes x Not Applicable Explain Why Not:
PRE-ENGINEERED STEEL CABLE BRACED FRAMES WITH AN ARCHED COVERED FABRIC ROOF
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
LOADS TRANSFERERED TO STEEL CABLE BRACING
10. Design Soil Bearing Pressure: 2,000 PSF Soil Test Reports Submitted? no Yes
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:
S nature, Date, and Seal
Michael A Lue. P.E. 47520
Print Name
M L Engineering, Inc.
2030 37th Ave, Vero Beach, FI 32960
Company Name & Address
Cert # & Co. Cert Auth.
Revised 07/25/2014
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462-1553
Certification for Design Load Compliance
Project Name: FABRIC COVERED STRUCTURE FOR MAVERICK BOAT GROUP
Project Address: 3207 INDUSTRIAL 29TH ST, FORT PIERCE, FL 34946
Permit#: 1705-0124 Occupancy Type: S-1 Construction Type:11B
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition9`=
o Any accessory structure requiring a building permit R
'-:s c -+
o Any non-residential structure. �n
* 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 1 II _III _ IV Exposure Category: B X C _D
4. Design Wind Velocity 150 mph _ASD X LRFD End Zone Width: 12 ft
S. Mean Roof Height 23.4 ft Roof Pitch: 7.8 :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: 53.8 Zone 2: 62.9 Zone 3: 62•9 Zone 4: 58.4 Zone 5: 72.0 Garage: N/A
7. Design Loads: Floor: WA PSF Roof/Dead: 1.5 PSF Roof/Live: 5 PSF Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? _Yes X Not Applicable Explain Why Not:
NOT APPLICABLE TO THIS TYPE OF CONSTRUCTION
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? Yes
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the a ble structural portions of the building codes currently adopted and enforced by St. Lucie
County. I� %1Q F�# [Iyftural elements depicted on these plans provide adequate resistance to the design
•' No
• i% TA
• Sign a
1d.
o
Revised 07/25/1
Jacob S. Proctor COA 26626
Print Name Cert # & Co. Cert Auth.
Vector Structural Engineering, LLC
651 W. Galena Park Blvd, Suite 101, Draper, UT 84020
Company Name & Address