HomeMy WebLinkAboutLetter; Products Review4
September 17, 2020
ST LUCIE STRUCTURE
4888 N KINGS HWY 225
FORT PIERCE, FL -34951-2244
17-B-78914
BARRY MORRIS
FORT PIERCE, FL
40'0" x 100'0" x 16'0"
To Whom It May Concern:
BUILDING COMPANY
A Comerstone Building Brands C;FAPPROVED
P DRAINING I SUBIVVI REVIEVY
❑ APPROVED AS NOTED
ISEANDRESUBMIT ❑REJECTEDITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND
GENERAL CONFORMANCE TO CONTRACT DOCUMENTS
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
CONFIRNG AND CORRELATING DIMENIONS AT JOBSITE
FOR TOLERANCE, CLEARANCE, QUANT TS S, FABRICATION
PROCESSES AND TECHNIQUES OF CONSTRUCTION,
COOR INATION OF HIS WORK WITH THEIR DES AND
FULL IANCE WITH CONTRACT OCUM NTS
By; Data
t Architectoinc.
frost. Memo.- FL 34950
This is to certify that materials for the subject structure have been designed in
accordance with the order documents, specifically.as shown per the attached
Engineering Design Criteria Sheet.
Aspects of code compliance as related to use or occupancy, such as sprinkler
requirements, are not addressed by these documents.
These materials, when properly erected on an adequate foundation in accordance with
the erection drawings as supplied and using the components as furnished,- will meet
the attached loading requirements.
This certification does not cover field modification's or the design of materials
not furnished by Metallic Building Systems.
P
The attached design criteria information is to remain with and form part of this
Letter of Certification.
The calculations and the metal building they represent are the product of Metallic
Building Systems or a division of its affiliate Cornerstone Building Brands. The
engineer whose seal appears hereon is employed by either Metallic Building Systems
or a division of its affiliate Cornerstone Building Brands and is not the engineer
of record for this project.
Cordially,
Metallic Building Systems
Materials for Metal Buildings
A Cornerstone Building Brands Company
Mehrdad Pirataie, P.E., P.E.
Engineer IV
17-B-78914
This document has been
digitally signed.
Page 1 of 3
r
BUILDING COMPANY ACCREDITEU
A Cornerstone Building Brands Company MAC 0&XmgSx�.f
' AE4?Z
Building Code ..................... FLORIDA BUILDING CODE, 6TH EDITION (2017)
Building Risk Category ............ Agricultural (Category I)
Roof Dead Load
Superimposed ................. 2.29 psf
Collateral ................... 0.50 psf
(0.50 psf Other)
Roof Live Load .................... 20.00 psf reduction allowed
Wind_
Ultimate Wind Speed (Vult) ... 160.00mph
Nominal Wind Speed (Vasd) .... 123 mph (IBC section 1609.3.1)
Serviceability Wind Speed .... 87 mph
Wind Exposure Category ....... C
Internal Pressure Coef (GCpi) 0.18/-0.18
Wall Loads for components not provided by building manufacturer
Corner Areas (within 4.00' of corner) 51.76 psf pressure -69.02 psf suction
Other Areas 51.76 psf pressure -56.08 psf suction
These values are the maximum values required based on a 10 sq ft area.
.Components with larger areas may have lower wind loads.
9
17-B-78914 Page 2 of 3
Dim
BUILDING COMPANY
ACCREDITED'
A Cornerstone Building Brands Company M, <NO&,Syw-,,
a�au
The material supplied by the manufacturer has been designed with the
following minimum deflection criteria. The actual deflection may be
less depending on actual load and actual member length.
BUILDING DEFLECTION LIMITS.......: BLDG-A
Roof Limits Rafters Purlins Panels
------------------------------- -------- ------- ------
Live: L/ 180 180 60
Serviceability Wind: L/ 180 180 60
Total Gravity: L/ 180 180 60
Total Uplift: L/ N/A N/A 60
Frame Limits Sidesway
---------------------------------------
Live: H/ 180
Serviceability Wind: H/ 60
Total Gravity: H/ 180
Wall Limits Limit
------------------------------- --------
Total Wind Panels: L/ 60
Total Wind Girts: L/ 90
Total Wind EW Columns: L/ 120
The Service Seismic limit as shown here is at service level loads.
17-B-78914 Page 3 of 3