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3080 S Harbor Blvd - Plan
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Last modified
2/13/2026 5:03:08 AM
Creation date
2/13/2026 5:00:37 AM
Metadata
Fields
Template:
Plan
Permit Number
101123703
101123704
Full Address
3080 S Harbor Blvd
Street Number
3080
Street Direction
S
Street Name
Harbor
Street Suffix
Blvd
Text box
ID:
1
Creator:
Import Agent
Created:
2/13/2026 5:00 AM
Modified:
2/12/2026 9:54 AM
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 />8 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Transformer Support Wall Anchorage <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />8 <br />3/13/2025 <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!
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