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ACI RECEIVED
<br /> BUI IDINQ SXSTEMS,LLC FEB 192019
<br /> February 12,2019
<br /> Ryman Construction of FL RYMAN CONSTRUCTION
<br /> 36413 SR 54 --®
<br /> Zephyrhills, FL 33541
<br /> RE: B18-9334 A-B
<br /> Packaging Facility(2-13 Warehousing)
<br /> Project Description-a=50x7O.67x22/26.17(1.0:12) b=65x100x20.75/26.17(1.0:12)
<br /> Corner of Trump Place and Correia Drive
<br /> Zephyrhills, FL 33541
<br /> To whom it may concern:
<br /> This letter is to certify that the above referenced project and its components have been designed in general accordance with the
<br /> code referenced AISC Steel Construction Manual and the code referenced AISI North America Specification for the Design of Cold-
<br /> Formed Steel Structural Members,as well as the designated building code stipulated in the order documentation.
<br /> Based on the requirements of the order documentation, the structural design criteria applied to the design of this project is as
<br /> follows:
<br /> Building Code FBC 17 6th ED Building Risk Category H
<br /> Dead Load 2 psf Roof Live Load 20 psf -Reduction Allowed? Yes
<br /> Collateral Load 5 psf Ground Snow Load,Pg 0 psf Nominal Wind Speed 108 m
<br /> Snow Importance Factor,Is 1.00 Ultimate Wind Spee 140;n h Rain Intensity 11/12(in/hr) 10/13
<br /> Wind Exposure Category B
<br /> Internal Pressure Coefficient,GCpi t 0.18 Wind Closure Category Enclosed
<br /> Serviceability Wind Speed 78 mph Serviceability Wind Return Period 10 year
<br /> Seismic Analysis Procedure Unit Lateral Force(Fx=0.01*W)
<br /> Mapped Spectral Acceleration for Short Periods,Ss 0.068 Seismic Importance Factor,le 1.00
<br /> Mapped Spectral Acceleration for 1-Second Period,S1 0.034 Seismic Use Group N/A
<br /> 5%Damped Spectral Acceleration for Short Periods,SDS 0.072 Seismic Design Category A
<br /> 5%'Damped Spectral Acceleration for 1-Sec Period,SDI 0.054 Site Class D
<br /> Design Base Shear,V CS•W Transverse Base Shear,V 0.8 kip Longitudinal Base Shear,V 0.9 kip
<br /> Transverse Base Shear,V b=1.5 kip Longitudinal Base Shear,V b=2.3 kip
<br /> Cs R
<br /> Structural Systems,Transverse **N/A** 0.010 0
<br /> Structural Systems,Longitudinal(Front Sidewall) **N/A** 0.010 0
<br /> Structural Systems,Longitudinal(Back Sidewall) **N/A** 0.010 0
<br /> Structural Systems,Longitudinal(Left Endwall) **N/A*" 0.010 0
<br /> Structural Systems,Longitudinal(Right Endwall) **N/A** 0.010 0
<br /> Structural Systems,Longitudinal(Interior)
<br /> This letter of certification applies solely to the above referenced project and its components as furnished by ACI Building Systems,
<br /> LLC. Items specifically not covered by this letter of certification include, but are not limited to: any foundation design, masonry
<br /> design,or general contract work.
<br /> The design of the overhead door(s)is excluded from this certification.However,it is assumed in this design,with respect to building
<br /> porosity,that the door(s)have been designed by the manufacturer to accomodate building wind loads and therefore the building is
<br /> enclosed.
<br /> This certification covers the static and dynamic forces acting on this project and its components as stipulated in the order
<br /> documentation; however, ACI Building Systems, LLC. does not certify that the building code or loads specified in the order
<br /> documentation are adequate or appropriate for the intended use or location of the project.
<br /> Primary framing,secondary framing, screw-down sheeting, and stanffijm roof panels are manufactured at the ACI facility at
<br /> 10125 Highway 6 West in Batesville,Mississippi. ��\�H P Sy�''-,,
<br /> .��� ��'•�CAE/V
<br /> Respectfully Submitted, •'••� �`'-• ��./�/' '"�`��
<br /> ACI Building Systems,LLC CA#8958 No 48014 •
<br /> :7, :*
<br /> .33 ' STATE OF '•��
<br /> Keith Shedd,P.E. �0 ' T
<br /> ��
<br /> Systems-Engineered Metal Building %��'• < O R
<br /> Structural Engineer of Record �sss�••.....•• N � SLB
<br /> NALE 0%
<br /> P.O. BOX 1316, BATESVILLE, MS 38606, PI� EJ W563-4574, FAX 662-563-1142
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