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2303 S Bristol St Unit A - Plan
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2303 S Bristol St Unit A - Plan
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Last modified
11/13/2025 4:07:35 AM
Creation date
6/6/2025 1:18:28 PM
Metadata
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Template:
Plan
Permit Number
101120920
Full Address
2303 S Bristol St Unit# A
Street Number
2303
Street Direction
S
Street Name
Bristol
Street Suffix
St
Unit Number
A
Text box
ID:
1
Creator:
Import Agent
Created:
6/6/2025 1:18 PM
Modified:
6/6/2025 9:01 AM
Text:
www.hilti.com
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www.hilti.com <br />Hilti PROFIS Engineering 3.1.1 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />10 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />WIND - Concrete - Jul 23, 2024 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />10 <br />7/30/2024 <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 />• 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 />• ACI 318 does not specifically address anchor bending when a stand-off condition exists. PROFIS Engineering calculates a shear load <br /> corresponding to anchor bending when stand-off exists and includes the results as a shear Design Strength! <br />• Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the <br /> Evaluation Service Report for cleaning and installation instructions. <br />• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ <br />• Attention! In case of compressive anchor forces a buckling check as well as the proof of the local load transfer into and within the base material <br /> (incl. punching) has to be done separately. <br />• Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-19, <br /> Section 26.7. <br />Fastening meets the design criteria! <br />2303 S Bristol St <br />Unit A11/13/2024
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