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- -•-� •• - -• Planning& Development ServicesDepartmentBuilding&
�-" Code RegulationsDivision
. 2300VirginiaAvenue, Fort Pierce, FL34982—(772)462553
-
SCOPE OF WORK
Certification for Design Load Compliance
Project Name: STAIR REPAIR
REPAIR EXISTING STAIRS PER PLAN
Project Address: 1154 NETTLES BLUD,
NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020, AND THE FBC 2020
Permit#: Occupancy Type: R Construction Ty0c �'
RESIDENTIAL 7Tu EDITION), 2020 PLUMB
ING CODE 202 ( N) , 0 MECHANICAL CODE AND THE NEC
- INSTRUCTIONS FOR USE:
(NFPA 70} 2017 EDITION.
• This certification must be completed, signed, and sealed by the design professional of record.
ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE FBC 2020 FOR
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the fdlNing:
EXISTING BUILDINGS, THE FBC 2020, AND THE FBC 2020 RESIDENTIAL
o New Residences (single or multi -family)
-
- - oResidential Addition
THIS IS A REPAIR AND MUST COMPLY WITH THE FBC 2020 FOR EXISTING BUILDINGS
o Any accessory structure requiring a building permit
CHAPTER 6 AND 7
o Any non-residential structure.
- - . Note: Form not required for Interior renovations provided that no exterior structural elements are affted and
NOTES'
certain minor building permits at the discretion of the local building official. Contact the # above for quesv. s•
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
-THE CONTRACTOR,SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
1. DESIGN CODE: Florida Building Code 20207th Edition with 20_Supplements using ASCE 76-
_ DIMENSIONS,
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
- 3. Risk Category: X 11 III IV Exposure&tegory: B X c D -
- STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
_I _
4. Design Wind Velocity 170 mph 132 ASD N/A LRFD End Zone Width: 5 ft
ADDRESSED BY THE -
S.MeanRoofHeight: 15 k Roof Pitch: N/A 12 Parapet: N/A ft
ENGINEER AS CONSTRUCTION PROGRESSES. -
6. Components & Cladding Design Pressures Used:( F, based on 10sgft @ 15'MRH, clearly label on Jan openings):
- ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
21.9 21.9 21.9 38.0 38.0 N/A ... Zone 1:
Zone 2: Zone 3: Zone4;..-41.3 Zones: .50.9 Gale: N/A
SCALED
-34.8 -60.6 _89.6
DIMENSIONS.
d/A PSF
7. Design Loads: Floor: 40 PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony:- �
PLF / CONCENTRATED
- ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2020(7TH
Dock: N/A PSF Deck: N/A PSF Stairs: 40 PSF Fence: N/A PSF Railings:
EDITION).
_
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
STRUCTURAL NOTES:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. -
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
2) SLAB / FOOTINGS. TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE -:
DESI GN PROFESSIO NAL CERTI FICATI ON STATEM ENT:
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been decked to
3) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -
comply with the applicable structural portions of the building codes currently adopted and enforced by Sfrucie
TREATED.
County. I also certify thatstructural elements depicted on these plans provide adequate resistance to thlesign
4) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
-
HARDWARE IS NOT PERMITED.
forces specified:
5) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL
- Paul Welch P.E. 29945 / 5115
CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
Print Name Cert#&Co. Cert Auth.
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Paul We c Inc.
ON PLAN .. 4/8/21 ,
Signature, Date, and Sea] 1984 S.W. Biltmore St. Ste #114 Port St. Lucie, FL
Company Name & Address
Zt�l - ost�I
REVIEWED FOR
F'Atld_. WELCH INC.
MECHANICAL - &L> CT121CAL CIVIL ENGINE:EFtING
CODE COMPLIANCE
ST, LUCIE COUNTY 198�4 S.W. BiLTMO E ST. SUITE# x 14
PORT SAINT LUCIE, FL aq,984
PHONE
BOCC PHONE
/ EMAIL
= ! < (772) 785.9888COP
IL 0 PfnrEl cy)rICG�1iaL:aona
PAUL WELCH P.E: FL. REG. NO. 29945
M21