HomeMy WebLinkAboutConstruction PlansSCOPE OF WORK
CONSTRUCT NEW POLE BARN PER PLAN.
- NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 17, AND THE FBC 17 RESIDENTIAL,
2017 PLUMBING CODE, 2017 MECHANICAL CODE AND THE NEC (NFPA 70) 2014 EDITION.
a
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
Building Department Product Approval Submittal Affidavit
Permit #
Building Address: SEE PLAN
Contractor: TBD
Product
Model #
Manufacturer
Attachment Method Type
Spacing, Embedment & Stiffener etc.
Building
Design
Pressure
Product
Design
Pressure
Roof
FL#
10124.1
SHINGLES
ASPHALT ROOF
SHINGLES
GAF
N/A
ROOFING NAILS PER FBC1507.2.6/FRC905.2
(MIN. 6 PER SHINGLE)
61.1
Vult: 194
mph
I have reviewed the above product approval information and approve
it.
Name: Paul Welch P.E. Certification Number: 29945
i1 c 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: POLE BARN
Project Address: 7200 SHANAS TRAIL
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 Additio
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 aooly)
1. DESIGN CODE: Florida Building Code 2017 6th Edition with 20_Supplements using ASCE 7-11
2. Structure Designed as (check one): X Enclosed Partially Enclosed _ Open
3. Risk Category; X 1 11 III IV Exposure Category: X B C D
4, Design Wind Velocity 150 mph 116 Aso N/A LRFD End Zone Width: 5 It
S. Mean Roof Height: 10 tt Roof Pitch: t :12 Parapet: N/A It
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openin
16.0 16.0 16.0 Zone 4: 24.2 Zone 5: 24.2 N/A
Zone 1: 24 2 Zone 2: 40 6 Zone 3: -61.1 26 2 32 4 Garage: N/A
7. Design Loads: Floor N/A PSF Roof/Dead: 7 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
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? _Ye
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.
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
ON PLAN 3/19/20
Signature, Date, and Seal
Print Name Cart # & Co. Cert Auth.
Paul Welch Inc.
1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
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2005 -coy
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
PWA 001'/ ��r�+/ �'+p.�p yj�r�''+ SHEET NUMBER
X-A
ME'CHANIC,4L ELECTRICAL C/VIL S'NG/NEER1NG
984 S. yy, SILTMOREST. SUITF_ # I f4f
PORTST. LUCIE, FL 34984 f
PHONE (772) 7.85. 9888 EMAIL f KIE'LCHINCOAOL. COM
PAUL LYELCH, P.E. FL A R-1�'G NO. 29945
COPY -
TRUSS CONNECTOR SCHEDULE
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPLIFT DESIGN
A-1
EACH
768
(1)- MTS 16
1000
(14)-10d X 1 1/2"
g_1
768
(1) MTS 16
1000
(14)-10d X 1 1/2"
;CH
TRUSS COMPANY
LAYOUT DATE
4 28 20
CUT -SHEET DATE
4 28 20
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED.
TRUSS NOTES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE -ORDERING,
AND INSTALLING TRUSSES.
4) TRUSS TO TRUSSCONNECTIONSTOBEPROVIDEDBYTRUSS COMPANY.
5) SEE TRUSS CONNECTOR SCH.FORTRUSSTOWALLCONNECTIONS.
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