Hurricane Anchor Info with 1 Pic.pdf

PDF 256 KB Posted

Attached to
Quincy Jennings Elementary Outdoor Walk-in Cooler & Freezer
Solicitation number
RFP QCS 200000001780 1
Issued by
Michigan

About this file

This is a technical specification document for a Hurricane Anchor installation, prepared by a manufacturer based in Fort Wayne, Indiana. The document provides detailed concrete foundation design specifications for securing hurricane anchor equipment, with the foundation engineered to withstand ultimate loads of 1,614 pounds in shear and 2,211 pounds in tension at the anchor location. The specifications call for a concrete foundation with f'c = 3,000 PSI and include provisions for slab thickness adjustment and footings to be poured in accordance with local building codes and best practices. The anchor assembly comprises a 5" x 14" plate steel (ASTM A36) with a 1-inch edge chamfer, a 1-5/8" x 3" x 12" steel tube frame, two 18" x 2" steel bar stock components (ASTM A36), and a 5/8" A307 bolt running through the tube and anchor assembly with a 5/8" Hilti Kwik Bolt TZ-CS anchor.

The technical drawing, created on January 15, 2016 at a scale of 3 inches equals 1 foot, establishes the concrete layout detail for walk-in unit installation. The specifications include a light broom finish on the concrete surface and detailed engineering for the anchor plate assembly. No pricing information, contract term, response deadlines, or procurement-related details are provided in this technical specification document, which appears to be a component of a larger construction or equipment installation project documentation package.

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Text version

Concrete Layout Detail 2

AutoCAD SHX Text CONCRETE FOUNDATION f'c = 3000 PSI FOUNDATION DESIGN FOR 1614# (SHEAR) & 2211# (TENSION) @ ANCHOR LOCATION (ULTIMATE LOAD) *SLAB THICKNESS TO BE ADJUSTED & FOOTINGS POURED ACCORDING TO LOCAL CODES & BEST PRACTICES

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DRAWN BY:

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MODEL NO.:

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SCALE:

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DATE:

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DRAWING NAME:

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FORT WAYNE, INDIANA

AutoCAD SHX Text 1-800-752-7178

AutoCAD SHX Text Concrete Layout Detail

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MJR

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text 1-15-16

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58" HILTI KWIK BOLT TZ-CS

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1" EDGE CHAMFER

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5" X " 14" PLATE STEEL (ASTM A36)

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HURRICANE ANCHOR PLATE

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LIGHT BROOM FINISH

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58" A307 BOLT THRU TUBE & ANCHOR

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1- " X 3" X " 12" X 3" X " 18" STEEL TUBE FRAME

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WALK-IN UNIT

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1- " X 2" STEEL BAR STOCK 18" X 2" STEEL BAR STOCK (ASTM A36)

DanP Line

DanP Line

Concrete Layout Detail 2.pdf
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File details come from the government source that posted it. Updated .