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3080 S Harbor Blvd - Plan
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3080 S Harbor Blvd - Plan
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Entry Properties
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
ID:
2
Creator:
Import Agent
Created:
2/13/2026 5:00 AM
Modified:
2/12/2026 9:54 AM
ID:
3
Creator:
Import Agent
Created:
2/13/2026 5:00 AM
Modified:
2/12/2026 9:54 AM
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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 />1 <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 />1 <br />3/13/2025 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (1 1/2) hnom1 <br /> Item number: 2210254 KB-TZ2 1/2x3 3/4 <br /> Specification text: Hilti Æ 1/2 in Kwik Bolt TZ2 - CS with 2 in <br /> nominal embedment depth per ICC-ES <br /> ESR-4266 , Hammer drill bit installation per <br /> MPII, <br /> Effective embedment depth: hef,act = 1.500 in., hnom = 2.000 in. <br /> Material: Carbon Steel <br /> Evaluation Service Report: ESR-4266 <br /> Issued I Valid: 10/1/2024 | 12/1/2025 <br /> Proof: Design Method ACI 318-19 / Mech <br /> Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b) <br /> Stand-off installation: <br /> Profile: <br /> Base material: cracked concrete, 2500, fc' = 2,500 psi; h = 6.000 in. <br /> Installation: Hammer drilled hole, Installation condition: Dry <br /> Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present <br /> edge reinforcement: none or < No. 4 bar
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