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3201 S Halladay St - Plan
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3201 S Halladay St - Plan
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Last modified
6/5/2025 7:33:09 AM
Creation date
6/5/2025 7:32:47 AM
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Template:
Plan
Permit Number
20183890
30147713
40139478
101120672
101120687
Full Address
3201 S Halladay St
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ID:
1
Creator:
Import Agent
Created:
6/5/2025 7:32 AM
Modified:
6/4/2025 3:12 PM
Text:
www.hilti.com
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www.hilti.com <br />Hilti PROFIS Engineering 3.1.11 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />6 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Concrete - Mar 4, 2025 (1) <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />6 <br />3/6/2025 <br />6 Warnings <br />• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, <br />EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the <br />anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates <br />the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The <br />proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for <br />agreement with the existing conditions and for plausibility! <br />• The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the <br />equations remain in their imperial format. <br />• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential <br />concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout <br />or pryout strength governs. <br />• Refer to the manufacturer's product literature for cleaning and installation instructions. <br />• For additional information about ACI 318 strength design provisions, please go to <br />https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/ <br />• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI <br />318-19, Section 26.7. <br />Fastening meets the design criteria! <br />12 of 89 <br />3201 S Halladay St <br />5/5/2025
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