HomeMy WebLinkAbout001 Wilson Metal Building - Signed and Sealed Plan - 372 Cyclone DrPlanning & Development Services Department
s Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: WILSON
Project Address: 372 CYCLONE DR. FORT PIERCE, FL
Permit ti: Occupancy Type: S 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 It above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-20
2. Structure Designed as (check one): X Enclosed Partially Enclosed _Open
3. Risk Category: _I XII_III _IVExposure Category: _B X C_D
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 17 ft Roof Pitch: t :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on allplan openings):
16.0 16.0 16.0 33.6 33.6 31.4
Zone 1: - 16.0
Zone 2: .56.3 Zone 3: -84.7 Zone 4: _36.4 Zone S: _44.9 Garage: _34.2
7. Design Loads: Floor: 100 PSF Roof/Dead: 5 PSF Roof/Live: 20 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
S. 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:. 2000 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
Print Name Cert If & Co. Cert Auth.
Paul Welch Inc.
ON PLAN 5/15/2020
Signature, Date, and Seal 1984 S.W.'Biltmore St. Suite #114 Port St. Lucie, FL
SLCCOV Form # 020-12 Revised 3/15/12 OCompany Name & Address
5) i
PROJECT DATA:
NAME: WILSON
ADDRESS: 372 CYCLONE DR. FORT PIERCE, FL
SQUARE FOOTAGE: 1575 SQ. FT.
OCCUPANCY CLASSIFICATION: GROUPS
OCCUPANCY LOAD: PER FBC TABLE 1004.1.2
1575 / 500 = 4 PEOPLE
TYPE OF CONSTRUCTION: V
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY
ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS,
ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE
OVER SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING
CODE (FBC) 2017.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2000 PSF (MIN.).
3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI
COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL
REQUIREMENTS.
4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: I %" SUSPENDED SLABS: 1'/2"
5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS
EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND
COLUMNS.
6) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALATION OF HARDWARE IS NOT PERMITED.
7) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS
AND STANDARD PRACTICIES.
8) ALL METAL BUILDING FRAMING, SIDING, ROOF, ECT... DESIGNED BY
IRONBUILT STEEL BUILDINGS, DAVID M. TAMBORSKI P.E. LIC04502
DATED 4/22/2020. `.
WINDOW / DOOR SCHEDULE
MARK DESCRIPTION APPLIED DESIGN PRESSURE
1 144" W X 168" I -I ROLL UP DOOR +31.4 / -34.2 PSF
2 36" W X 80" 1-1 SOLID CORE DOOR +33.4 / -36.2 PSF
3 144" W X 168" H ROLL UP DOOR +31.4 / -34.2 PSF
4 144" W X 168" H ROLL UP DOOR +31.4 / -34.2 PSF
FOUNDATION SCHEDULE
MARK DESCRIPTION
F-1 36" X 36" X 24" DEEP (2500 PSI) CONCRETE PAD
FOOTING W/ #5 BARS AT 8" O.C. BOTH WAYS
F-2 54" X 54" X 24" DEEP (2500 PSI) CONCRETE PAD
FOOTING W/ #5 BARS AT 8" O.C. BOTH WAYS
F-3 100" X 100" X 24" DEEP (2500 PSI) CONCRETE PAD
FOOTING W/ #5 BARS AT 8" O.C. BOTH WAYS
F-4 16" D X 16" W (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS
S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON
CLEAN COMPACTED CHEMICALLY TREATED FILL
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�• N Planning & Development Services Department
Building & Regulations Division
-- Product Review Affidavit
Building Permit # Owners Name XI1 Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
0
Method of Attachment .
Windows
Mullions
Fixed Glass
Block Glass
I
.
Skylights
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�• N Planning & Development Services Department
Building & Regulations Division
-- Product Review Affidavit
Building Permit # Owners Name XI1 Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment .
Windows
Mullions
Fixed Glass
Block Glass
I
.
Skylights
`
Sliding Glass Doors
SwingTypeDoors
+si '<{--3(a,
f- o
C'.LCep
TLPlo-
�l. l(r+3�'�,2
r..t��
2).•�i o`�s A -T.
French Doors
N �
Gara eDoors
TI0(�,
F'�i` 1/ 4z4 ;tl
a A
t� 4 J< 1" t�Ft�a AT S,444%,C,
Hurricane Protection
Roof Ventilation
Roofing Material
FQ� µKI"
Y�ki't.-
.AN.t:QICA�
�yrAN�
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: A.Au.t iEtLL\ Signature: seal
Design Prof: Y ;4Ut. A S.- Lr- LA T-"; Cert. No. z.Cn- 4ys Date: 4P64 t,.1"`
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PAUL WELCH INC.
_ -MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1984 S.W. BILTMORE ST. SUITE#1 14
PORT SAINT LUC IE, FL 34984
PHONE
EMAIL
(772) 785.9888 PWELCHINC@AOL.COM
MAY 1 8 7020 PAUI-.1A!FI.P:I4 P.E. Ff..., ?o9/r5
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