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19-21319
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19-21319
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Last modified
4/26/2020 9:00:15 AM
Creation date
4/13/2020 12:55:48 PM
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Building Department
Company Name
PALMETTO ZEPHYRHILLS 20TH ST K
Building Department - Doc Type
Permit
Permit #
19-21319
Building Department - Name
PALMETTO ZEPHYRHILLS 20TH ST K
Address
38965 COUNTY ROAD 54
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Version 2018.4.10(4/10/18) <br /> 200 Whetstone Road Ph: (803)568-2100 <br /> Swansea,SC 29160 Fax: (803)568-2121 <br /> Page: Rl of 6 <br /> Date: 12/4/2018 <br /> GENERAL INFORMATION FOR'COLUMN BASE REACTIONS <br /> 0 FOR REVIEW FOR CONSTRUCTION <br /> Project Name: DG-E-9100 Zephyrhills,FL <br /> NBS Project Number: S18JO839A <br /> Customer: Dollar General <br /> NBG Engineer: Alex Bridwell <br /> Column base reactions are included in this packet for a building designed by Nucor Building Systems. These <br /> reactions result from frame analysis done by the NBS Engineer for this specific job. They reflect all loading <br /> to which the building may be subject,per the appropriate building code and loading information provided to <br /> Nucor Building Systems at the date of design. Reaction packets marked"FOR REVIEW"are subject to <br /> change and are usually provided at the request of the customer,although the NBS Engineer believes be/she is <br /> working with undefined,incomplete or assumed information. <br /> Reactions are provided by load case in order to aid the foundation engineer in determining the appropriate <br /> load factors and combinations to be used with either Working Stress or Ultimate Strength design methods. <br /> Wind load cases are given for each primary wind direction. <br /> For ASCE7-10 based building codes,the unfactored load case reactions due to wind are generated using the <br /> ultimate design wind speed(Vult). <br /> Sign conventions for computer generated frame reactions are as follows and should be taken in the sense of <br /> the frame sketch given on the reactions sheets. <br /> GLOBAL X GLOBAL Y GLOBAL Z <br /> (+to right) (+upward) (+counter-clockwise) <br /> 4 <br /> — > +X +y ( +Z <br /> Anchor bolt diameter,grade,location and projection is provided on the Anchor Bolt Plan.Anchor bolt <br /> embedment lengths and types are not provided by Nucor Building Systems.This information is closely <br /> related to the complete foundation design which should be done by a Registered Professional Engineer <br /> familiar with the local site conditions and construction practices. <br /> ACCREDITED' <br /> M B M R Excellence from the ground up ACC, <br />
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