HomeMy WebLinkAboutEngineering, certificate for deisgn load compliance Planning&Development Services Department
Building&Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL34982—(772)462-1553
Certification for Design Load Compliance
Project Name: SGD REPLACEMENT
Project Address: 11000S.OCEAN DR.
Permit#: Occupancy Type: R Construction Type: V
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 ANDASSUMPTIONS 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 If III IV Exposure Category: _B X C D
4.Design Wind Velocity 170 mph 132 ASD N/A LRFD End Zone Width: 5 ft
S.Mean Roof Height: 30 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):
Zone 1: 2S.3 Zone 2: 25.3 Zone 3: 25.3 Zone 4: 43.8 Zone 5: 43.8 Garage: N/A
-40.1 -69.9 -103.3 -47.6 -58.7 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'specified
Paul Welch P.E. 29945 / 5115
r Print Name Cert#&Co.Cert Auth.
Paul Welch Inc.
3/3/21
Signature,Date, nd Sea_l 1984 S.W.Biltmore St.Suite#114 Port St.Lucie,FL
Company Name&Address
SLCCDV Form#U2U-12 Revised 3/15/11(JS)
r
SCOPE OF WORK
REMOVE AND REPLACE SGD'S PER PLAN/P/A
NOTE:ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020,AND THE FBC 2020
RESIDENTIAL(7TH EDITION),2020 PLUMBING CODE,2020 MECHANICAL CODE AND THE NEC
(NFPA 70)2017 EDITION.
ALL ADDITIONS,REPAIRS,AND ALTERATIONS MUST COMPLY WITH THE FBC 2020 FOR
EXISTING BUILDINGS,THE FBC 2020,AND THE FBC 2020 RESIDENTIAL
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/FBCR 2020(7TH
EDITION).
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.
PAU1 WE CIi INC.
MECH-ELF-C -CIVIL ENG.
1984 BILTMORE ST.#114
pCfRT SAINT PAUL WELCH 3498�
F.
SGD REPLACEMENT _ - FLA REG N0.29946
11000 S.OCEAN DR. `
MAR ,O- 3,2021