HomeMy WebLinkAboutPROJECT INFORMATION Q ort St. LuC1e
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Frame Color: Glass Color'Niakeup: 9/i6 C[eit2 Tel: 772 -37s- 7.172 Fax: 77z - 7,71r,-7.2P2.
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AUG 2 5 2021
St.Lucie County
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System Type: Design Pressure: City,ST,Zip:
Frame Color: Glass Color/Makeup: Tel: Fax:
RECEIVED
AUG 2 5 2021
St.Lucie County
Permitting
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Planning& Development Services Department
\ RECEIVED
Building& Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982—(772) 462-1553 aU6 2 6 Z021
Certification for Design Load Compliance 81i
Project Name: SHELL GAS STATION �tv
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Project Address: 100 SE PRIMA VISTA BLVD. ;ODE COMPLIANCE
Permit#: Occupancy Type: B Construction Type: STVL. CIE COUNTY
INSTRUCTIONS FOR USE: BOCC �3�
•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 2020 7th Edition with 20 Supplements using ASCE 7-16
2.Structure Designed as(check one): X Enclosed _Partially Enclosed Open
3. Risk Category: I X II III IV Exposure Category: X B C D
4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 25 ft Roof Pitch: N/A :12 Parapet: N/A ft
6.Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings):
17.0 17.0 17.0 29.4 29.4 N/A
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
-27.0 -46.9 -69.4 -31.9 -39.4 N/A
7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony:. N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF/CONCENTRATED
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
forces specifi
Paul Welch P.E. 29945 / 5115
/ Print Name Cert#&Co. Cert Auth.
Paul Welch Inc.
8/25/2021
Signature, Date and Seal 1984 S.W. Biltmore St. Suite#114 Port St. Lucie, FL
Company Name&Address
SLCCDV Form#020-12 Revised 3/15/12(JS)
p,()rt 5fi- Lucie
G\ass & Mirror �/7,:
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Project: If G/ES 5rt7-/e,✓ I'Ri,),4f Vf5 rg Company-: Po! T -1 r 44Afs
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Sys Type: Design Pressure:
Frame Color: W,#i TE Glass Color.'Mal:eup: 9fi4 CLC,42 ;el; 7 72 -975- 9.L 72 Fax: 7 7 Z - p�,r=rJ2p2
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PAUL WE CH INC.
R .o. MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
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DESIGN PRESSURES FOR ELEVATIONS wV2
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A.10 SQ.FT. INTERIOR ZONE(4) + 29.4 -31.9 a0,d,U)aU-
B. 10 SQ.FT. END ZONE(5) + 29.4 -39.4 W w I"
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C.20 SQ.FT.INTERIOR ZONE(4) + 29.3 -31.8
D.20 SQ. FT. END ZONE(5)+ 29.3 -39.1
PROJECT DATA:
NAME: SHELL GAS STATION
ADDRESS: 100 SE PRIMA VISTA BLVD.
PORT ST. LUCIE, FL
SCOPE OF WORK:
- REMOVE EXISTING DOOR AND REPLACE W/NEW AUTOMATIC DOOR PER
PRODUCT APPROVAL
- REMOVE EXISTING FIXED GLASS AND REPLACE WITH NEW PER PRODUCT
APPROVAL
NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020,THE 2020 FLORIDA PLUMBING
CODE,THE 2020 FLORIDA MECHANICAL, AND THE NEC(NFPA 70)2017 EDITION.
ALL ADDITIONS,REPAIRS,AND ALTERATIONS MUST COMPLY WITH THE FBC 20 FOR
EXISTING BUILDINGS.
THIS IS AN ALTERATION LEVEL 1 AND MUST COMPLY WITH THE FBC 2020 FOR
EXISTING BUILDINGS CHAPTER 6 AND 7
NOTES:
-THE CONTRACTOR,SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS,
CONDITIONS AT JOB SITE, PLANS,SPECIFICATIONS,ECT.
-STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE
ENGINEER AS CONSTRUCTION PROGRESSES.
-ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
-ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 2020.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
2) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
HARDWARE IS NOT PERMITED.
3) UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE SHALL
CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
PA4 WE CH INC.
NIECH- LECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 349841
PAUL WELCH P.E.
FLA REG NO.29945
AUG 2 5 2021