HomeMy WebLinkAboutDESIGN LOAD COMPLIANCE CERTIFICATION - 11-14-18RECEIVED
€I Planning & Development Services Department
Building & Code Regulations Division
I
-.....;:__,::._._..,.__.m...___._...v.u._.....:.a 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462- 5,
Certification for Design Load Compliance
Project Name: Mr & Mrs Jenness
Project Address: 2705 Bent Pine Dr Fort Pierc, FL 34591
Permit #: 1V H) I I O Occupancy Type: R-3
NOV 14 2018-
Lucie County, Permitting
Construction Type: IV C®
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 i,nd
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 6th Edition Code Fifth Edition with 20 17 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 170 mph 132 ASD LRFD End Zone Width: 5 ft
5. Mean Roof Height 15 ft Roof Pitch: 6 :12 Parapet: NSA ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openE igs):
Zone 1: +16.3/-40.2 Zone 2: +16.3/-67.4 Zone 3: 416.3/-101.4 Zone 4: +40.21-43.6 Zone 5: +40.2/-53.6 Garage: +3''2/-39.8
7. Design Loads: Floor: NSA PSF Roof/Dead: 25 PSF Roof/Live: 35 Balcony: N/A. PSF
Dock: NSA PSF Deck: NSA PSF Stairs: NSA PSF Fence: NSA PSF Railings: NSA -_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: 2500 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have be.en designed to
comply with the applicable structural portions of the bui?ding 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 sp .k'9%a,_
Lillian Gonzalez
Print Name
Goarch Engineering, Inc
79442
Cert # & Coy Cert Auth.
4994 Luqui Ct West Palm Beach, FL 33415
Company Name & Address
RECEIVED
Planning & Development Services Department
• Building & Code Regulations Division NOV 4 2018
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-15 3�. Lucie Count
....� _._�_.__._...._-.__._...._,_. y, Permitting
Certification for Design Load Compliance
Project Name: Mr & Mrs Jenness
Project Address: 2705 Bent Pine Dr Fort Pierc, FL 34591
Permit #: 18 I Il - 1110 Occupancy Type: R-3 Construction Type: IV
INSTRUCTIONS FOR USE: �C'a/
• This certification must be completed, signed, and sealed by the design professional of record. 19
• 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 6th Edition Code Fifth Edition with 20 17 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 170 mph 132 ASD __LRFD End Zone Width: 5 ft
i
5. Mean Roof Height 15 ft Root Pitch: 6 :12 Parapet: NSA ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all,plan openings):
Zone 1: +16.3i-40.2 Zone 2: +16.3i-67.4 Zone 3: +16.3i-101.4 Zone 4: +40.2i-43.6 Zone 5: +40.2i-53.8 Garage: +35.2i-39.8
7. Design Loads: Floor: N/A PSF Roof/Dead: 25 PSF Roof/Live: 35 Balcony: NIA PSF
Dock: NSA PSF Deck: N/A PSF Stairs: NSA PSF Fence: NSA PSF Railings: NSA 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: 2500 PSF Soil Test Reports Submitted? 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
1 forces specifi;e¢{g,,
Lillian Gonzalez
Print Name
Goarch Engineering, Inc
79442
Cert # & Co. Cert Auth.
4994 Luclui Ct West Palm Beach, FL 33415
Company Name & Address