HomeMy WebLinkAboutCertification for Design Load ComplianceCOUNTY ~�`
f L O R i D A
Project Name:
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
WolfLube LLC Warehouse and Offices
Post Office Circle
Project Address:
Permit #: Occupancy Type: S-1 WH/offc Construction Type: Ilb, Spr
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)
Building
1. DESIGN CODE: Florida
Code Sixth Edition with 2019 Supplements using
ASCE 7-10
2. Structure Designed as (check one):
X Enclosed _Partially Enclosed _XOpen
3. Risk Category:X II _
III _IV Exposure Category:_B X C
_D
_I
4. Design Wind Velocity 169
mph ASD X LRFD End Zone Width: 10
ft
5. Mean Roof Height 30�
ft Roof Pitch:l /2 :12 Parapet: 3
ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1:22.6-55.8Zone 222.6-95.5 Zone 3:22.6-140.7Zone 455.8-60.5 Zone 5:55.8-76.5 Garage:
7. Design Loads: Floor: 50 12� Roof/Dead: PSF Roof/Live: Balcony: N/A PSF
N/A N/A 100 250#
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? No Yes Not Applicable Explain Why Not:
Pre-engineered steel structure, 3-pin arch & cable stay MWFRS� _
9.
Is A Continuous Load Path Provided?_YesNot
Applicable Explain Why Not:
10.
Design Soil Bearing Pressure: 2500
PSF
Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify t at, t be best of my knowledge and belief, the attached plans & specifications have been designed to
co le structural portions of the building codes currently adopted and enforced by St. Lucie
a Yu ructural elements depicted on these plans provide adequate resistance to the design
�O
orcecifled: John M. Foster
*w . Print Name Cert # & Co. Cert Auth.
m • AR k • John M. Foster - Architect
Signature, Date,
._.,�i
11205 Ridge Ave., Ft. Pierce, FL 34983
—Z! — Z w Company Name & Address
Revised 12/07/2018
Project Name:
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
WolfLube LLC Warehouse and Offices
Project Address:
Post Office Circle
Permit#: Occupancy Type: S-1WH/offCConstruction Type: llb, Spr
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 Building Code Sixth Edition with 2019 Supplements using ASCE 7-10
2, Structure Designed as (check one): X Enclosed _Partially Enclosed X Open
3. Risk Category:_I X II _III_IV Exposure Category:_B X C D
4. Design Wind Velocity 169 mph ASDX LRFD End Zone Width: 10 ft
5. Mean Roof Height 30 ft Roof Pitch: 1 /2 :12 Parapet: 3 ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1:22.6-55.8Zone 2?2.6-95.5 Zone 3: 22.6-140.7Zone 455.8-60.5 Zone 5 55.8-76.5 Garage:
7. Design Loads: Floor:50/125 PSF Roof/Dead: PSF Roof/Live: Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: 100 PSF Fence: PSF Railings: 250# PSF
8. Were Shear Walls Considered For Structure? No Yes Not Applicable Explain Why Not:
Pre-engineered steel structure, 3-pin arch & cable stay MWFRS, _
9. Is A Continuous Load Path Provided?-_YesNot Applicable Explain Why Not:
10. Design Soil Bearing Pressure: — — — — 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
ty specifi�di,
and
John M. Foster
Print Name Cert # & Co. Cert Auth.
John M. Foster - Architect
11205 Ridge Ave., Ft. Pierce, FL 34983
Company Name & Address
Revised 12/07/2018
J' 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: Wolf Lube LLC Warehouse and Offices
Project Address:
Permit
Post Office Circle
S-1 WH/offc Ilb, Spr
Type: Construction Type:
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 q above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code Sixth Edition with 20 19 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed X Open
3. Risk CategoX X
g ry:_I II III IV Exposure Category:_BC _D
4. Design Wind Velocity 169 mph ASD X LRFD End Zone Width: 10, ft
-r
S. Mean Roof Height 30 ft Roof Pitch: 1 /2 :12 Parapet: 3 ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1:22.6-55.8Zone 222.6-95.5 Zone 3: 22.6-140.7Zone 455.8-60.5 Zone 5:55.8-76.5 Garage:
7. Design Loads: Floor: 50/125 PSF Roof/Dead: PSF Roof/Live: Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: 100 PSF Fence: PSF Railings: 250# PSF
8. Were Shear Walls Considered For Structure? No Yes Not Applicable Explain Why Not:
Pre-engineered steel structure, 3-pin arch & cable stay MWFRS• _
9. Is A Continuous Load Path Provided?" Yes. Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: - - - - 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 applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County(kttifWtuctural elements depicted on these plans provide adequate resistance to the design
FOSTcc S
late, and
John M. Foster
Print Name Cert If & Co. Cert Auth.
John M. Foster - Architect
11205 Ridge Ave., Ft. Pierce, FL 34983
(- Te Company Name & Address
Revised