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1801 E Chestnut Ave - Plan
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1801 E Chestnut Ave - Plan
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Entry Properties
Last modified
2/13/2026 5:02:57 AM
Creation date
2/13/2026 5:01:08 AM
Metadata
Fields
Template:
Plan
Permit Number
101122497
Full Address
1801 E Chestnut Ave
Street Number
1801
Street Direction
E
Street Name
Chestnut
Street Suffix
Ave
Text box
ID:
1
Creator:
Import Agent
Created:
2/13/2026 5:01 AM
Modified:
2/12/2026 8:23 AM
Text:
www.hilti.com
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www.hilti.com <br />Hilti PROFIS Engineering 3.0.94 <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 />8 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br /> | <br />Masonry - May 5, 2024 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />8 <br />5/14/2024 <br />Coordinates Anchor [in.] <br />Anchor x y c-x c+x c-y c+y <br />1 -16.000 0.000 32.000 38.000 70.000 11.000 <br />2 0.000 0.000 48.000 22.000 70.000 11.000 <br />3 16.000 0.000 64.000 6.000 70.000 11.000 <br />5 Installation data <br /> Ledger Angle: L1 x L2 x tL1 x tL2 x l = 6.000 in. x 6.000 in. x 0.500 in. x 0.500 in. <br /> x 35.000 in.; Steel: ASTM A36; E = 29,000,001 psi; fyk = 36,000 psi <br /> Anchor type and diameter: HY 100 + threaded rod 5.8 3/4 <br /> Hole diameter in the fixture: df = 0.875 in. Item number: 2081383 HAS 5.8 3/4"x8" (element) / <br /> 2078494 HIT-HY 100 (adhesive) <br /> Plate thickness (input): 0.500 in. Maximum installation torque: 1,200 in.lb <br /> Recommended plate thickness: not calculated Hole diameter in the base material: 0.875 in. <br /> Drilling method: Drilled in hammer mode Hole depth in the base material: 6.000 in. <br /> Cleaning: No cleaning of the drilled hole is required Minimum thickness of the base material: 7.625 in. <br /> Hilti HIT-V threaded rod with HIT-HY 100 injection mortar with 6 in embedment h_ef, 3/4, Steel galvanized, Hammer drilled installation per ER-547 <br />Page 43
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